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HomeMy WebLinkAboutCombined Site PlansUS 1 7 N O R T H - M A R K E T S T R E E T H A Y S L A N E P O R T E R S N E C K R O A D US 1 7 N O R T H - M A R K E T S T R E E T H A Y S L A N E P O R T E R S N E C K R O A D Le Wa Le Ly Ly St Kr Le Le Le Ly RmMu Kr Ly Mu Rm Mu Le Ly Kr St Kr LyLy Ke Rm JO BeDO LaKrLe DECEMBER 2024 FOR WILMINGTON, NORTH CAROLINA BAYSHORE TOWNHOMES, LLC 201 NORTH ELM STREET GREENSBORO, NC 27401 MIXED USE AND ADDITIONAL DWELLING ALLOWANCE SUP NOTICE REQUIRED ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED. CONTACT THESE UTILITIES NEW HANOVER COUNTY PLANNING PH: 910-798-7165 ENGINEERING PH: 910-798-7139 PIEDMONT NATURAL GAS ATTN: PAUL GONKA PH: 910-251-2810 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER) ENGINEERING/INSPECTIONS PH: 910-332-6560 OPERATIONS/MAINTENANCE PH: 910-322-6550 DUKE ENERGY PROGRESS DISTRIBUTION CONSTRUCTION SERVICE PH: 910-256-7258 DEP CSC PH: 1-800-452-2777 AT&T/BELL SOUTH ATTN: CHRISSY COSTON PH: 910-341-7664 TIME WARNER CABLE PH: 910-763-4638 NEW HANOVER COUNTY DEC. 2, 2024 C-0.0 COVER SHEET APPROVALS: LANDSCAPE ARCHITECT: WILMINGTON, NORTH CAROLINA BAYSHORE TOWNHOMES, LLC 201 NORTH ELM STREET GREENSBORO, NC 27401 PARAMOUNTE ENGINEERING, INC. 122 CINEMA DRIVE WILMINGTON, NORTH CAROLINA 28403 P: (910) 791-6707 ATTN: ROB BALLAND, PE (CIVIL ENGINEERING) ATTN: ALLISON ENGEBRETSON (LANDSCAPE ARCHITECT/ LAND PLANNER) PARAMOUNTE ENGINEERING, INC. 122 CINEMA DRIVE WILMINGTON, NORTH CAROLINA 28403 P: (910) 791-6707 ATTN: JOSH TAYLOR, PLS PROJECT # 24237.PE APPLICANT: ENGINEER / LAND PLANNER/ SURVEYOR : PREPARED BY: PR E L I M I N A R Y D E I S G N ; N O T R E L E A S E D F O R C O N S T R U C T I O N 122 Cinema Drive Wilmington, North Carolina 28403 (910) 791-6707 (O) (910) 791-6760 (F) NC License #: C-2846 BAYSHORE TOWNHOMES SUPs SHEET NUMBER SHEET TITLE SUP- B-2 ZONING SITE PLANC-2.1 VICINITY MAP SCALE: 1" = 1,000' SITE BAYSHORE TOWNHOMES SUP-OVERALL MASTER PLANC-2.0 C-3.1 C-3.2 C-4.1 SOILS MAP SCALE: 1" = 1,000' SITE EXISTING CONDITIONS SURVEYEX-1 SUP- R-15 ZONING SITE PLANC-2.2 C-4.2 SUP- B-2 ZONING DRAINAGE PLAN SUP- R-15 ZONING DRAINAGE PLAN SUP- B-2 ZONING UTILITY PLAN SUP- R-15 ZONING UTILITY PLAN TR 19P N W E T W E T W E T W E T WETWETWET WETWET W E T W E T W E T WETWET W E T WE T WET W E T WE T W E T W E T W E T WE T IPF IPF IRF IPF PKF IPF IPF IPFIPF CMF IPF IRF IRF INV: 23.14 12" CPP INV: DAMAGED N 0 5 ° 1 2 ' 0 1 " E 5 3 8 . 0 4 ' S 36°02 ' 1 6 " E 116.92' N 3 9 ° 3 9 ' 4 1 " E 33 0 . 6 1 ' S 50°28'07" E 115.22' N 3 9 ° 3 9 ' 0 6 " E 16 0 . 3 1 ' S 50°19'17" E 150.03' L1 L2 S 48°16'45" E 506.30' L3 S 47°46'24" E 121.53' S 48°24'53" E 581.39' S 4 1 ° 2 5 ' 4 8 " W 31 0 . 4 8 ' N 48°34'06" W 121.43' S 4 2 ° 5 5 ' 4 8 " W 75 0 . 7 0 ' L4 L5L6 L7L8L9N 47°17'46" W 107.98' L10L11L12 L13 L1 4 L1 5 L1 6 L17 L 1 8 L 1 9 L20 L 2 1 L 2 2 L 2 3 N 64°11 ' 4 9 " W 421.13' S 4 1 ° 3 4 ' 5 0 " W 21 0 . 0 0 ' LOT 142 R03600-006-012-000 RICHARD MOBURG ELIZABETH MOBURG D.B. 4626, PG. 912 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 143 R03600-006-013-000 NORA E. BENEVENTI REVOCABLE TRUST D.B. 5020, PG. 2264 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 144 R03600-006-014-000 DAVID M. RENQUIST MARY E. RENQUIST D.B. 5020, PG. 2264 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 147 R03600-006-017-000 PRUDENTIAL RELOCATION INC. D.B. 5238, PG. 722 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 148 R03600-006-018-000 BRADLEY J. ERBES TAMI L. ERBES D.B. 5238, PG. 722 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 149 R03600-006-024-000 ERNEST W. OLDS DAWN M. OLDS D.B. 6056, PG. 182 M.B. 44, PG. 307 ZONING: R-15 LAND USE: RESIDENTIAL LOT 150 R03600-006-025-000 RICHARD MIMMS SUPATRA MIMMS D.B. 6221, PG. 2760 M.B. 44, PG. 307 ZONING: R-15 LAND USE: RESIDENTIAL LOT 151 R03600-006-026-000 MADISON M. NEWSOME BUNJONG P. NEWSOME D.B. 4655, PG. 304 M.B. 44, PG. 307 ZONING: R-15 LAND USE: RESIDENTIAL R03600-006-082-000 ROBERT L. YUNASKA D.B. 4626, PG. 912 M.B. 43, PG. 372 ZONING: I-1 LAND USE: VACANT INDUSTRIAL ICV 40' DRAINAGE AND PUBLIC UTILITY EASEMENT D.B. 5053, PG.1637 R0 3 7 0 0 - 0 0 4 - 2 9 3 - 0 0 0 PO R T E R ' S P O I N T E HO M E O W N E R S AS S O C I A T I O N , I N C D. B . 5 7 9 0 , P G . 3 5 M. B . 5 5 , P G . 3 4 0 18' PRIVATE ALLEY R03700-004-293-000 PORTER'S POINTE HOMEOWNERS ASSOCIATION, INC D.B. 5790, PG. 35 M.B. 55, PG. 340 ZONING: R-15 LAND USE: RESIDENTIAL COMMUNITY OPEN SPACE R03700-004-294-000 PORTER'S POINTE HOMEOWNERS ASSOCIATION, INC D.B. 5790, PG. 35 M.B. 55, PG. 340 ZONING: R-15 LAND USE: RESIDENTIAL AMENITY R03705-006-007-000 KATHRYN WOLFE & LARRY STEVEN MORGAN D.B. 6025, PG. 1493 M.B. 46, PG. 25 ZONING: R-15 LAND USE: RESIDENTIAL R03705-006-012-000 JOANN M. WAINIO D.B. 5694, PG. 1838 M.B. 46, PG. 25 ZONING: R-15 LAND USE: RESIDENTIAL 30' SANITARY SEWER EASEMENT M.B. 46, PG. 25 L O T 4 8 R 0 3 7 0 0 - 0 0 4 - 2 7 9 - 0 0 0 J O R Y A N D E R S O N & A B B Y R I C H O M N D D . B . 6 6 7 5 , P G . 1 3 2 7 M . B . 5 5 , P G . 3 4 0 Z O N I N G : R - 1 5 L A N D U S E : R E S I D E N T I A L 36 . 2 ' 24.2' WELL R0 3 7 0 0 - 0 0 4 - 1 9 1 - 0 0 0 PO R T E R S C R O S S I N G HO A I N C D. B . 5 1 9 0 , P G . 1 2 0 4 M. B . 5 1 , P G . 1 5 4 ZO N I N G : R - 1 5 LA N D U S E : RE S I D E N T I A L A M E N I T Y R03700-004-301-000 DEREK REEVES D.B. 5625, PG. 1573 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-300-000 STEVE LINDNER D.B. 6031, PG. 2140 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-299-000 EDWARD SOUTHERLAND D.B. 5571, PG. 1535 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-298-000 ANNA ROVETTO D.B. 6636, PG. 1714 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-297-000 ROCHELLE KREINER D.B. 6406, PG. 1314 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-296-000 CAMERON DANIEL D.B. 6290, PG. 242 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-295-000 RICHARD WILSON D.B. 5545, PG. 2050 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-011-000 PORTERS CROSSING HOA INC D.B. 6102, PG. 2894 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL AMENITY 15 ' D R A I N A G E A N D P U B L I C UT I L I T Y E A S E M E N T M. B . 5 1 , P G . 1 5 4 20' UTILITY EASEMENT M.B. 49, PG. 102 R03700-004-214-000 LARRY J. & ALICE W. MATTHEWS D.B. 6489, PG. 1689 M.B. 49, PG. 102 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-215-000 AVERY & JOLIN BEVIN CRAIG & NANCY GIBSON D.B. 6647, PG. 715 M.B. 49, PG. 102 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-216-000 JESUS G. & ROSELINE H. DIZA-QUIROZ D.B. 5440, PG. 2569 M.B. 49, PG. 102 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-217-000 XIAODAN DONG & QIYONG WENG D.B. 6221, PG. 569 M.B. 49, PG. 102 ZONING: R-15 LAND USE: RESIDENTIAL 30 ' D R A I N A G E & U T I L I T Y E A S E M E N T M. B . 4 9 , P G . 1 0 2 30' PUBLIC UTILI T Y E A S E M E N T M.B. 51, PG. 154 20' DRAINAGE AND PUBLIC UTILITY EASEMENT M.B. 51, PG. 154 8GM BR A Y S D R I V E MIDSTREAM DRIVE 50' PUBLIC R/W SS SS S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S SS SS SS SS SS SS SS SS S S S S SS SS SS 8" PVC 8" PVC 8 " P V C 8" PVC 8 " P V C 8" P V C 8" PVC 8 " P V C 8" PVC 8" PVC TV TRSS SMH RIM = 30.20 INV = 15.14 SMH RIM =29.38 INV = 14.71 SMH RIM =30.67 INV = 12.96 SMH RIM =17.54 INV =11.05 SMH RIM = 17.61 UNABLE TO OPEN SMH RIM =17.62 INV = 10.45 SMH RIM =16.43 INV = 10.02 SMH RIM =16.62 INV =9.21 SMH RIM =16.94 INV =8.46 SMH RIM =18.18 INV =8.12 SMH RIM =18.45 INV = 11.25 S W E E T W A T E R B R A N C H SHACK L E F O R D D R I V E 52' PUB L I C R / W PID: R03700-004-147-000 (20.31 AC. ±) PID: R03700-004-148-000 (2.12 AC. ±) D.B. 5007, PG. 2900 PID: R03700-004-189-000 (7.79 AC. ±) D.B. 5102, PG. 1227 1,316,276 SQ. FT. ± 30.22 AC. ± R03700-004-293-000 PORTER'S POINTE HOMEOWNERS ASSOCIATION, INC D.B. 5790, PG. 35 M.B. 55, PG. 340 ZONING: R-15 LAND USE: RESIDENTIAL COMMUNITY OPEN SPACE EXISTING POND W E T W E T X X X X X X X X X X X X SIGN SS SS SS SS SS SS SS ASPHALT LOT RAMP US H W Y . 1 7 - M A R K E T S T R E E T 10 0 ' P U B L I C R / W RETAINING WALL CHAINLINK FENCE X CHAINLINK FENCE IRF IPF IPF IPF AXLE IPF IPF OH E OH E DU K E E N E R G Y P R O G R E S S , L L C EA S E M E N T DB 6 0 9 6 , P G 1 2 8 8 BLD G BLD G P O L E B A R N BLD G CON C . PAD B L D G BL D G OFFICE BUILDING ASPHALT LOT CONCRETE CONCRETE W W W W W W W FO FO FO FO FO FO 4 WA T E R & S E W E R E A S E M E N T DB 5 2 2 2 , P G 1 8 4 7 XX 8 11 CA R O L I N A P O W E R & L I G H T C O M P A N Y DB 6 7 2 P G 1 7 7 9 10 50 ' F R O N T S E T B A C K W W W W W W W W W 16 " C L 8" P V C 18 " D I P S 36°02 ' 1 6 " E 116.92' N 4 2 ° 2 4 ' 0 1 " E 21 0 . 1 4 ' S 50°36'43" E 665.40' S 4 1 ° 3 4 ' 5 0 " W 21 0 . 0 0 ' N 50°36'43" W 668.41' BO U N D A R Y L I N E A G R E E M E N T D. B . 9 7 1 , P G . 4 8 6 M. B . 1 4 , P G . 6 TR A C T 3 R03600-006-082-000 ROBERT L. YUNASKA D.B. 4626, PG. 912 M.B. 43, PG. 372 ZONING: I-1 LAND USE: VACANT INDUSTRIAL BEE SAFE PORTERS NECK, LLC PID: R03600-005-007-000 D.B. 4967, PG. 1104 M.B. 21, PG. 49 122,819 SQ. FT. ± 2.82 AC. ± BEE SAFE PORTERS NECK, LLC PID: R03600-005-006-002 DB 4967 PG 1108 M.B. 21, PG. 49 17,129 SQ. FT. ± 0.39 AC. ± BFP R03600-005-008-000 ZONING: B-2 LAND USE: COMMERCIAL STORAGE 24P N 4SY 14P A 12P N 11O K 12P N 8GM 9OK PN 24 PN 24 MA 10 LO 21 MA 12 MA 16 MA 12 MA 10 MA 17 PN 24 LO 10 MA 10 LO 14 LO 16LO 60 LO 26 LO 14 MA 8 SY 14 4SY 24P N GM 9 WO 10 MA 11 MA 13 MA 12 MA 9 MA 13 GM 12 GM 14 PN 24 MA 48 PN 24 MG 8MA 12 MA 16 LO 16 PN 23 LO12 LO 24LO 21 PN 26 LO 17 LO 14SY 26 WO 17 WO 42 WIO 12 WO 8LO 24LO 8 WO 20WO 10 SY 17 WO 14WO 9 WO 9 WO 27WO 14WO 20WO 20 WO 24 MA 24 MAR K E T S T R E E T - U S 1 7 P O R T E R S N E C K R D BR A Y S D R N A D 8 3 0 30 60 120 180 240 SCALE: 1"=60' NOTES 1.AREA CALCULATED BY COORDINATE METHOD. 2.HORIZONTAL (NAD 83-2011) AND VERTICAL (NAVD 88) DATA WERE ESTABLISHED UTILIZING A TOPCON HIPER-V GPS RECEIVER OPERATING IN VRS MODE WITH REPEAT OBSERVATIONS. 3.THIS PARCEL IS LOCATED IN ZONE X – NOT A SPECIAL FLOOD HAZARD AREA – AS SHOWN ON FEMA FLOOD MAP NO. 3720326000K AND 3720316900K BEARING AN EFFECTIVE DATE OF 08/28/2018. 4.UTILITIES AS SHOWN ARE PLOTTED FROM INFORMATION VISIBLE IN THE FIELD AND FROM INFORMATION PROVIDED BY UTILITY COMPANIES. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST. THE APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED PRIOR TO LAND DISTURBING ACTIVITIES. 5.THIS LOT IS SUBJECT TO ALL UTILITY EASEMENTS, RESTRICTIONS, OR COVENANTS OF RECORD. 6.CONTOUR INTERVAL =1'. VICINITY MAP (NOT TO SCALE) SITE DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 JW T JA E 1" = 6 0 ' 08 / 0 2 / 2 0 2 4 NE W H A N O V E R C O U N T Y , N C HA R N E T T T O W N S H I P & L A N D S O F B E E S A F E S T O R A G E , L L C EX I S T I N G C O N D I T I O N S S U R V E Y EX-1 24237.PE B A Y S H O R E T O W N H O M E S , L L C 20 1 N . E L M S T R E E T , S U I T E 2 0 1 GR E E N S B O R O , N C 2 7 4 0 1 LA N D S O F H E R B E R T P A R H A M LEGEND: IPF IRF IRS PKF PKS CMF CP BOUNDARY LINE ADJOINING BOUNDARY LINE RIGHT OF WAY EASEMENT LINE SETBACK LINE 100-YR FLOOD LINE EXISTING CONTOUR WETLAND LINE WATER LINE - STREAM IRON PIPE FOUND IRON ROD FOUND IRON ROD SET PK NAIL FOUND PK NAIL SET CONCRETE MONUMENT FOUND BENCH MARK COMPUTED POINT BACK FLOW PREVENTER TRANSFORMER GUY ANCHOR IRRIGATION CONTROL VALVE TELECOMMUNICATION UTILITY WATER METER WATER VALVE FIRE HYDRANT CLEAN-OUT SANITARY SEWER MANHOLE STORM DRAINAGE MANHOLE STORM DROP INLET STORM CURB INLET TREE ELECTRIC METER TR 100-YR BM 15 WET MA T C H L I N E MA T C H L I N E BFP ICV AP P L I C A N T I N F O R M A T I O N : N 0 5 ° 1 2 ' 0 1 " E 5 3 8 . 0 4 ' S 36°0 2 ' 1 6 " E 116.92' N 3 9 ° 3 9 ' 4 1 " E 33 0 . 6 1 ' S 50°28'07" E 115.22' N 3 9 ° 3 9 ' 0 6 " E 16 0 . 3 1 ' S 50°19'17" E 150.03' L1 L2 S 48°16'45" E 506.30'L3 S 47°46'24" E 121.53'S 48°24'53" E 581.39' S 4 1 ° 2 5 ' 4 8 " W 31 0 . 4 8 ' N 48°34'06" W 121.43' S 4 2 ° 5 5 ' 4 8 " W 75 0 . 7 0 ' L4 L5L6 L7L8L9N 47°17'46" W 107.98' L10L11L12 L13 L1 4 L1 5 L1 6 L17 L 1 8 L 1 9 L20 L 2 1 L 2 2 L 2 3 N 64°11'4 9 " W 421.13' N 4 2 ° 2 4 ' 0 1 " E 21 0 . 1 4 ' S 50°36'43" E 665.40' S 4 1 ° 3 4 ' 5 0 " W 21 0 . 0 0 ' N 50°36'43" W 668.41' LOT 142 R03600-006-012-000 RICHARD MOBURG ELIZABETH MOBURG D.B. 4626, PG. 912 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 143 R03600-006-013-000 NORA E. BENEVENTI REVOCABLE TRUST D.B. 5020, PG. 2264 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 144 R03600-006-014-000 DAVID M. RENQUIST MARY E. RENQUIST D.B. 5020, PG. 2264 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 147 R03600-006-017-000 PRUDENTIAL RELOCATION INC. D.B. 5238, PG. 722 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 148 R03600-006-018-000 BRADLEY J. ERBES TAMI L. ERBES D.B. 5238, PG. 722 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 149 R03600-006-024-000 ERNEST W. OLDS DAWN M. OLDS D.B. 6056, PG. 182 M.B. 44, PG. 307 ZONING: R-15 LAND USE: RESIDENTIAL LOT 150 R03600-006-025-000 RICHARD MIMMS SUPATRA MIMMS D.B. 6221, PG. 2760 M.B. 44, PG. 307 ZONING: R-15 LAND USE: RESIDENTIAL LOT 151 R03600-006-026-000 MADISON M. NEWSOME BUNJONG P. NEWSOME D.B. 4655, PG. 304 M.B. 44, PG. 307 ZONING: R-15 LAND USE: RESIDENTIAL LOT 152 R03600-006-027-000 DEWAIN H. RAHE JOYCE W. RAHE R03600-006-082-000 ROBERT L. YUNASKA D.B. 4626, PG. 912 M.B. 43, PG. 372 ZONING: I-1 LAND USE: VACANT INDUSTRIAL R0 3 7 0 0 - 0 0 4 - 2 9 3 - 0 0 0 PO R T E R ' S P O I N T E HO M E O W N E R S AS S O C I A T I O N , I N C D. B . 5 7 9 0 , P G . 3 5 M. B . 5 5 , P G . 3 4 0 18' PRIVATE ALLEY R03700-004-293-000 PORTER'S POINTE HOMEOWNERS ASSOCIATION, INC D.B. 5790, PG. 35 M.B. 55, PG. 340 ZONING: R-15 LAND USE: RESIDENTIAL COMMUNITY OPEN SPACE R03700-004-294-000 PORTER'S POINTE HOMEOWNERS ASSOCIATION, INC D.B. 5790, PG. 35 M.B. 55, PG. 340 ZONING: R-15 LAND USE: RESIDENTIAL AMENITY R03600-005-008-000 GREGORY POOLE EQUIPMENT COMPANY D.B. 6645, PG. 1746 ZONING: B-2 LAND USE: COMMERCIAL R03600-005-005-000 SANDERS FAMILY STORAGE, LLC D.B. 6001, PG. 1677 ZONING: B-2 LAND USE: COMMERCIAL STORAGE R03705-006-007-000 KATHRYN WOLFE & LARRY STEVEN MORGAN D.B. 6025, PG. 1493 M.B. 46, PG. 25 ZONING: R-15 LAND USE: RESIDENTIAL R03705-006-012-000 JOANN M. WAINIO D.B. 5694, PG. 1838 M.B. 46, PG. 25 ZONING: R-15 LAND USE: RESIDENTIALL O T 4 8 R 0 3 7 0 0 - 0 0 4 - 2 7 9 - 0 0 0 J O R Y A N D E R S O N & A B B Y R I C H O M N D D . B . 6 6 7 5 , P G . 1 3 2 7 M . B . 5 5 , P G . 3 4 0 Z O N I N G : R - 1 5 L A N D U S E : R E S I D E N T I A L 36 . 2 ' 24.2' R0 3 7 0 0 - 0 0 4 - 1 9 1 - 0 0 0 PO R T E R S C R O S S I N G HO A I N C D. B . 5 1 9 0 , P G . 1 2 0 4 M. B . 5 1 , P G . 1 5 4 ZO N I N G : R - 1 5 LA N D U S E : RE S I D E N T I A L A M E N I T Y R03700-004-301-000 DEREK REEVES D.B. 5625, PG. 1573 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-300-000 STEVE LINDNER D.B. 6031, PG. 2140 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-299-000 EDWARD SOUTHERLAND D.B. 5571, PG. 1535 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-298-000 ANNA ROVETTO D.B. 6636, PG. 1714 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-297-000 ROCHELLE KREINER D.B. 6406, PG. 1314 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-296-000 CAMERON DANIEL D.B. 6290, PG. 242 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-295-000 RICHARD WILSON D.B. 5545, PG. 2050 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-011-000 PORTERS CROSSING HOA INC D.B. 6102, PG. 2894 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL AMENITY R03700-004-214-000 LARRY J. & ALICE W. MATTHEWS D.B. 6489, PG. 1689 M.B. 49, PG. 102 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-215-000 AVERY & JOLIN BEVIN CRAIG & NANCY GIBSON D.B. 6647, PG. 715 M.B. 49, PG. 102 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-216-000 JESUS G. & ROSELINE H. DIZA-QUIROZ D.B. 5440, PG. 2569 M.B. 49, PG. 102 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-217-000 XIAODAN DONG & QIYONG WENG D.B. 6221, PG. 569 M.B. 49, PG. 102 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-293-000 PORTER'S POINTE HOMEOWNERS ASSOCIATION, INC D.B. 5790, PG. 35 M.B. 55, PG. 340 ZONING: R-15 LAND USE: RESIDENTIAL COMMUNITY OPEN SPACE WETWETWET W E T W E T WET W E T W E T WE T W E T W E T 20 ' W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W SSSSSSSSSS WWWWWWW W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SSSSSSSS W W WWWWWWWW WWWWWWW WW X SU P - O V E R A L L M A S T E R P L A N C-2.0 12 . 0 2 . 2 4 1" = 1 0 0 ' AH E AH E RP B VICINITY MAP NOT TO SCALE NORTH 140 SITE LEGEND SUBJECT PROPERTY LINE WETWETWET WET WET WET WETLANDS PROPOSED BUILDINGS MAR K E T S T MA R S H RE A C H D R F O L L Y I S L A N D C T OA K S PO R T E R S C R O S S I N G W A Y M A R S H DR P O R T E R S N E C K R D F U T C H C R E E K R D B A Y F I E L D D R 0 50 100 200 400 SCALE: 1"=100' GRAPHIC SCALEGRAPHIC SCALE PROPOSED POND BA Y S H O R E T O W N H O M E S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 24237.PE BA Y S H O R E T O W N H O M E S , L L C 20 1 N O R T H E L M S T R E E T , S U I T E 2 0 1 GR E E N S B O R O , N C 2 7 4 0 1 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL AP P L I C A N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 PR E L I M I N A R Y D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N SITE DEVELOPMENT NOTES: B-2 MIXED-USE APARTMENTS / RETAIL SUP DESIGN REQUIREMENTS OPEN SPACE REQUIRED:20% OPEN SPACE PROVIDED:MEET OR EXCEED 20% MINIMUM B-2 PARKING REQUIREMENTS 1.5 SPACES REQUIRED PER 1 BEDROOM UNIT, 2 SPACES PER 2+ BEDROOM UNIT PARKING REQUIRED:(52) 1BD X 1.5 = 78 APARTMENT SPACES (10) 2 OR 3 BD (MAX.) X 2 = 20 APARTMENT SPACES TOTAL APARTMENT SPACES: 98 SPACES 1,800 SF (2.5 / 1000 SF) = 5 COMMERCIAL SPACES 104 TOTAL SPACES REQUIRED PARKING PROVIDED:107 SPACES, MINIMUM, PROVIDED, PARKING WILL BE ADJUSTED PER UDO IF UNIT TYPE CHANGES BUILDING DIMENSIONAL REQUIREMENTS: BUILDING HEIGHT: 3 STORIES OR 50' MAX HT BUILDING SETBACK: EXCEEDS 100' SHOD SETBACK, 25' MINIMUM SIDE AND REAR SETBACKS PARKING SETBACK: MEETS SHOD 25' MINIMUM SETBACK SITE DATA PROJECT ADDRESSES: PROPERTY OWNERS:BEE SAFE PORTERS NECK, LLC, HERBERT E PARHAM, AND B-2 PARCEL PINS: R03600-005-007-000 (± 2.82 AC) R03600-005-006-002 (± 0.39 AC) R-15 PARCEL PINS: R03700-004-147-000 (± 20.41 AC) R03700-004-148-000 (± 2.12 AC) R03700-004-189-000 (± 7.79 AC) ROAD CONNECTION PARCEL (NOT INCLUDED IN SUP REQUESTS): PROPERTY OWNER: ROBERT L YUNASKA R03600-006-082-000 (I-1 ZONING, ±0.02 AC) PROPOSED USE:MIXED-USE COMMERCIAL/RETAIL & RESIDENTIAL MULTI-FAMILY, TOWNHOME (ROWHOUSE) RESIDENTIAL FUTURE LAND USE CLASSIFICATION:URBAN MIXED USE, GENERAL RESIDENTIAL, GROWTH NODE TOTAL PROJECT SITE AREA:± 33.43 AC CURRENT ZONING: B-2 (±3.21 AC) & R-15 (±30.22 AC INCLUDING ± 1.30 AC IN COD) PROPOSED ZONING: SUP - B-2 MIXED USE & SUP- R-15 ADDITIONAL DWELLING ALLOWANCE DENSITY:SUP - B-2 MIXED USE B-2 DENSITY DENSITY ALLOWED: NO MAX. OR MIN. IDENTIFIED IN UDO DENSITY PROPOSED:B-2 DENSITY: 19.31 DU/AC SUP- R-15 ADDITIONAL DWELLING ALLOWANCE HIGH DENSITY RESIDENTIAL DENSITY ALLOWED:10.2 DU/AC PROPOSED DENSITY: 8.37 DU/AC EXCLUDING COD AREA 8.0 DU/AC INCLUDING COD AREA MAXIMUM TOTAL PROPOSED UNITS:304 TOTAL UNITS + RETAIL SPACE 242 TOWNHOMES (R-15) 62 APARTMENT UNITS (B-2) 1,800 SF RETAIL MAX. (B-2) EXISTING CONDITIONS/ ENVIRONMENTAL NOTES: FLOOD INFORMATION:THE SUBJECT PARCELS ARE LOCATED IN ZONE X – MINIMAL FLOOD RISK – AS SHOWN BY FEMA MAP NUMBER 3720316900K & 3720326000K BEARING AN EFFECTIVE DATE OF AUGUST 28, 2018. WETLAND INFORMATION:A PRELIMINARY WETLAND DELINEATION WAS PREPARED BY DAVEY RESOURCE GROUP AND REVIEWED ON-SITE BY THE USACE 8/15/24. WETLAND IMPACT PERMITS WILL BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION OF THE PROPOSED DEVELOPMENT. SPECIMEN TREES:SPECIMEN TREES HAVE BEEN FOUND ON SITE & ARE BEING PRESERVED. ALL TREE REMOVAL & MITIGATION PLANS AND PERMIT REQUESTS WILL BE SUBMITTED TO NHC FOR REVIEW AND APPROVAL PRIOR TO TREE REMOVAL ON-SITE. EXISTING VEGETATION:THE SITE IS COMPRISED OF A MIXTURE OF OPEN GRASSED AREAS & WOODED AREAS. WETLANDS ALONG EXISTING CREEK ARE VEGETATED AND WILL REMAIN UNDISTURBED OUTSIDE OF ANY WETLAND IMPACTS PERMITTED FOR CONSTRUCTION OF THE ESSENTIAL SITE IMPROVEMENTS FOR THE PROPOSED DEVELOPMENT. CONSERVATION OVERLAY DISTRICT (COD): THE EXISTING POND LOCATED IN THE NORTHEASTERN SIDE OF THE SITE IS IDENTIFIED BY NHC'S UDO & ONLINE GIS AS A "NATURAL POND" COD. THIS COD WILL BE PRESERVED AND THE REQUIRED 50' HAS A 50' BUFFER AROUND THE COD WILL BE SELECTIVELY REVEGETATED IN ACCORDANCE WITH THE UDO. GENERAL NOTES: 1.THE PROPOSED DEVELOPMENT SHALL MEET OR EXCEED ALL NEW HANOVER COUNTY (NHC) ORDINANCE AND PERMIT REQUIREMENTS. 2.IF THE SUP IS GRANTED, THE B-2 AND R-15 PORTIONS OF THE SITE WILL BE CONSTRUCTED AS A COHESIVELY DESIGNED. PERMITTED, CONSTRUCTED, AND MAINTAINED. 3.THE HATCHED I-1 ZONED PROPERTY LOCATED BETWEEN THE B-2 AND R-15 SITE SHALL PROVIDE VEHICULAR, PEDESTRIAN, AND UTILITY ACCESS FOR ALL PARCELS WITHIN THE DEVELOPMENT BOUNDARY. 4.THE DEVELOPMENT SHALL HAVE A HOA / POA IF / AS APPLICABLE. 5.STORM WATER SHALL BE DESIGNED AND PERMITTED IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND STATE REQUIREMENTS. 6.PUBLIC WATER AND SEWER WILL BE EXTENDED BY THE DEVELOPER TO THE SITE. ALL DESIGN AND PERMITTING SHALL BE COORDINATED WITH CFPUA, NEW HANOVER COUNTY, AND STATE REGULATORS AS REQUIRED. 7.ALL LANDSCAPE & BUFFER MATERIALS AND INSTALLATION SHALL MEET OR EXCEED NHC UDO REQUIREMENTS. 8.LOCATIONS OF ALL AMENITY AND RECREATION AREAS MAY CHANGE PENDING FINAL DESIGN 9.EXISTING TREES PROPOSED FOR PRESERVATION, BUT WILL BE FURTHER EVALUATED WITH FINAL DESIGN; TREE MITIGATION WILL BE REVIEWED WITH PART OF TREE REMOVAL PERMIT. 3 4 7 21 21 25 27 28 32 31 54 36 37 42 44 45 46 47 US H W Y . 1 7 - M A R K E T S T R E E T 10 0 ' P U B L I C R / W R-15 SUP DESIGN REQUIREMENTS: IMPERVIOUS SURFACE ALLOWED: 40% MAX. IMPERVIOUS SURFACE PROVIDED:40% MAX. OPEN SPACE REQUIRED:35% OPEN SPACE PROVIDED:MEET OR EXCEED 35% MINIMUM PARKING REQUIREMENTS - R-15 DWELLING, ROW-STYLE (TOWNHOMES) 2 SPACES REQUIRED PER DWELLING UNIT TOWNHOME PARKING REQUIRED:484 SPACES TOWNHOME PARKING PROVIDED:484 SPACES MINIMUM; VISITOR SPACES PROVIDED IN PARALLEL PARKING SPACES BUILDING DIMENSIONAL REQUIREMENTS: BUILDING HEIGHT: 40' MAX HT BUILDING SETBACK: EXCEEDS 20' SINGLE FAMILY AND 30' MULTI-FAMILY SETBACKS BR A Y S D R I V E 52 ' P U B L I C R / W SH A C K L E F O R D D R I V E 52' P U B L I C R / W 8 5 9 26 51 34 34 34 35 35 55 53 34 43 43 49 50 48 2 57 30 61 1B 1A 2 43A 38 65 64 38 66 7 9 8 23 24 22 11 48 15 16 17 19 52 44 38 33 23 22 24 58 67 6820 57 60 63 62 56 59 30 EXISTING TREE PROPOSED TREE KEY LEGEND: STORM PIPE (SEE GRADING & DRAINAGE PLAN) STORM STRUCTURE (SEE GRADING & DRAINAGE PLAN) STORMWATER POND STORMWATER OUTFALL LEVEL SPREADER EMERGENCY STORMWATER OUTFALL EXISTING NON-WETLAND WATERS OF THE US WETLAND IMPACTED FOR ROAD CROSSING WETLANDS PER APPROVED USACE AJD WETLAND DELINEATION DATED 08/26/2024 EXISTING POND IDENTIFIED AS "NATURAL POND" CONSERVATION AREA IN NHC UDO. POND TO REMAIN AND HAVE COD BUFFER SWALE PROVIDING OUTFALL DRAINAGE FOR EXISTING POND ADA LOADING SPACE (TYP) ADA PARKING SPACE SIGNAGE (TYP) WATER MAIN (SEE UTILITY PLAN) WATER SERVICE (DOMESTIC) (SEE UTILITY PLAN) WATER SERVICE (FIRE) (SEE UTILITY PLAN) WATER METER (SEE UTILITY PLAN) FIRE HYDRANT (SEE UTILITY PLAN) SANITARY SEWER MAIN (SEE UTILITY PLAN) SANITARY SEWER SERVICE (SEE UTILITY PLAN) SEWER CLEANOUT (SEE UTILITY PLAN) 1A HEAVY DUTY ASPHALT PAVING, TYP. (SEE DETAILS) LIGHT DUTY ASPHALT PAVING, TYP. (SEE DETAILS) CURB AND GUTTER VERTICAL CURB CONCRETE SIDEWALK INTERCONNECTED SIDEWALK,TRAIL SYSTEM THROUGHOUT PROJECT ADA CURB RAMP WITH TRUNCATED DOMES WARNING MAT SPECIMEN LIVE OAK CLUSTER PRESERVED PEDESTRIAN CROSSING LOCATION PARKING LOT STRIPING ADA PARKING SPACE (TYP) 2 4 5 6 7 8 10 11 12 13 14 15 16 17 18 20 21 22 23 24 25 26 27 28 29 1B 9 3019 20' WIDE DRAINAGE EASEMENT IN I-1 PARCEL ROAD CONNECTION BETWEEN B-2 AND R-15 PARCELS ALL NECESSARY UTILITY AND STORMWATER EASEMENTS CONVEYED BETWEEN B-2 AND R-15 PARCELS LOCATED ALONG ROAD I-1 PARCEL ROAD CONNECTION BETWEEN B-2 AND R-15 PARCELS MAINTENANCE BUILDING MINIMUM R-15 REQUIRED BUILDING SETBACK TO ADJACENT RESIDENTIAL 25' MINIMUM REQUIRED BUILDING SETBACK IN B-2 DISTRICT BUILDING SETBACKS EXCEED MINIMUM REQUIREMENT IN ALL LOCATIONS CLUBHOUSE / PROPERTY MANAGEMENT OFFICE / FITNESS / RECREATION CENTER FENCED POOL W/ SUMMER KITCHEN AND CABANA(S) BUILDING LANDSCAPE AREA FOUNDATION PLANTINGS AROUND ALL BUILDINGS, TYP. SEGMENTAL RETAINING WALL 32 33 34 36 38 31 3 4" HIGH CONCRETE WHEELSTOP STREET LIGHT, TYP. NATURE TRAIL EXISTING VEGETATION / LANDSCAPE BUFFER COMBINATION OF EXISTING & PLANTED VEGETATION CREATING BUFFER TO ADJACENT PROPERTIES; BUFFERS EXCEED MINIMUM BUFFER REQUIRED MINIMUM BUFFER LINE PROPOSED LANDSCAPE STREET TREES ALONG ALL PROJECT ROADS AND IN LANDSCAPE ISLANDS TRASH & RECYCLING COMPACTOR W/ SCREEN MONUMENT SIGN EMERGENCY-ONLY GATED ACCESS GATED ACCESS FOR EMERGENCY VEHICLES EQUIPPED WITH KNOX BOX/LOCK. ALIGN PAVING WITH BRAYS DRIVE 40 41 42 43 44 45 46 50 51 EXISTING TREE, TYP. PICKLEBALL COURTS SEE GENERAL NOTES OPEN SPACE, TYP. DOG PARK SEE GENERAL NOTES MOTOR COURT, TYP. RESIDENTS' PARKING AT CORE OF EACH BLOCK BEHIND UNITS. GARAGE ACCESS PROVIDED IN MOTOR COURT STREETYARD 25' MINIMUM REQUIRED 50' MAXIMUM SHOD PARKING SETBACK 100' MAXIMUM SHOD BUILDING SETBACK EXISTING 40' DRAINAGE & PUBLIC UTILITY EASEMENT EXISTING 30' DUKE ENERGY PROGRESS, LLC EASEMENT TO BE RELOCATED, PENDING DUKE APPROVAL 37 39 47 35 48 49 52 53 54 55 57 58 56 60 61 59 EXISTING 30' PUBLIC UTILITY EASEMENT EXISTING 15' DRAINAGE & PUBLIC UTILITY EASEMENT EXISTING 30' SANITARY SEWER EASEMENT EXISTING 30' DRAINAGE & PUBLIC UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT EXISTING 20' DRAINAGE & UTILITY EASEMENT COMMERCIAL SPACE BETWEEN 1700 SF AND 1800 SF MIXED USE BUILDING MULTI-FAMILY BUILDING ALL RESIDENTIAL APARTMENTS 3-STORY ROW STYLE TOWNHOME WITH IN-UNIT GARAGE, TYP. 2-STORY END-UNIT ROW STYLE TOWNHOME, NO GARAGE, TYP. 63 62 43A 64 65 66 67 68 MIDSTREAM DRIVE 50' PUBLIC R/W S 36°0 2 ' 1 6 " E 116.92 ' N 4 2 ° 2 4 ' 0 1 " E 21 0 . 1 4 ' S 50°36'43" E 665.40' S 4 1 ° 3 4 ' 5 0 " W 21 0 . 0 0 ' N 50°36'43" W 668.41' R03600-006-082-000 ROBERT L. YUNASKA D.B. 4626, PG. 912 M.B. 43, PG. 372 ZONING: I-1 LAND USE: VACANT INDUSTRIAL R03600-005-008-000 GREGORY POOLE EQUIPMENT COMPANY D.B. 6645, PG. 1746 ZONING: B-2 LAND USE: COMMERCIAL R03600-005-005-000 SANDERS FAMILY STORAGE, LLC D.B. 6001, PG. 1677 ZONING: B-2 LAND USE: COMMERCIAL STORAGE 20 ' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SU P - B - 2 Z O N I N G S I T E P L A N C-2.1 12 . 0 2 . 2 4 1" = 5 0 ' AH E AH E RP B VICINITY MAP NOT TO SCALE NORTH 140 SITE MAR K E T S T MA R S H RE A C H D R F O L L Y I S L A N D C T OA K S PO R T E R S C R O S S I N G W A Y M A R S H DR P O R T E R S N E C K R D F U T C H C R E E K R D B A Y F I E L D D R 0 25 50 100 200 SCALE: 1"=50' GRAPHIC SCALEGRAPHIC SCALE BA Y S H O R E T O W N H O M E S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 24237.PE BA Y S H O R E T O W N H O M E S , L L C 20 1 N O R T H E L M S T R E E T , S U I T E 2 0 1 GR E E N S B O R O , N C 2 7 4 0 1 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL AP P L I C A N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 PR E L I M I N A R Y D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N 2 3 4 6 7 8 9 31 32 54 38 41 44 46 5 10 53 55 US H W Y . 1 7 - M A R K E T S T R E E T 10 0 ' P U B L I C R / W SITE DATA PROJECT ADDRESSES: PROPERTY OWNERS:BEE SAFE PORTERS NECK, LLC, HERBERT E PARHAM, AND B-2 PARCEL PINS: R03600-005-007-000 (± 2.82 AC) R03600-005-006-002 (± 0.39 AC) R-15 PARCEL PINS: R03700-004-147-000 (± 20.41 AC) R03700-004-148-000 (± 2.12 AC) R03700-004-189-000 (± 7.79 AC) ROAD CONNECTION PARCEL (NOT INCLUDED IN SUP REQUESTS): PROPERTY OWNER: ROBERT L YUNASKA R03600-006-082-000 (I-1 ZONING, ±0.02 AC) PROPOSED USE:MIXED-USE COMMERCIAL/RETAIL & RESIDENTIAL MULTI-FAMILY, TOWNHOME (ROWHOUSE) RESIDENTIAL FUTURE LAND USE CLASSIFICATION:URBAN MIXED USE, GENERAL RESIDENTIAL, GROWTH NODE TOTAL PROJECT SITE AREA:± 33.43 AC CURRENT ZONING: B-2 (±3.21 AC) & R-15 (±30.22 AC INCLUDING ± 1.30 AC IN COD) PROPOSED ZONING: SUP - B-2 MIXED USE & SUP- R-15 ADDITIONAL DWELLING ALLOWANCE DENSITY:SUP - B-2 MIXED USE B-2 DENSITY DENSITY ALLOWED: NO MAX. OR MIN. IDENTIFIED IN UDO DENSITY PROPOSED:B-2 DENSITY: 19.31 DU/AC SUP- R-15 ADDITIONAL DWELLING ALLOWANCE HIGH DENSITY RESIDENTIAL DENSITY ALLOWED:10.2 DU/AC PROPOSED DENSITY: 8.37 DU/AC EXCLUDING COD AREA 8.0 DU/AC INCLUDING COD AREA MAXIMUM TOTAL PROPOSED UNITS:304 TOTAL UNITS + RETAIL SPACE 242 TOWNHOMES (R-15) 62 APARTMENT UNITS (B-2) 1,800 SF RETAIL MAX. (B-2) SITE DEVELOPMENT NOTES: B-2 MIXED-USE APARTMENTS / RETAIL SUP DESIGN REQUIREMENTS OPEN SPACE REQUIRED:20% OPEN SPACE PROVIDED:MEET OR EXCEED 20% MINIMUM B-2 PARKING REQUIREMENTS 1.5 SPACES REQUIRED PER 1 BEDROOM UNIT, 2 SPACES PER 2+ BEDROOM UNIT PARKING REQUIRED:(52) 1BD X 1.5 = 78 APARTMENT SPACES (10)2 OR 3 BD (MAX.) X 2 = 20 APARTMENT SPACES TOTAL APARTMENT SPACES: 98 SPACES 1,800 SF (2.5 / 1000 SF) = 5 COMMERCIAL SPACES 103 TOTAL SPACES REQUIRED PARKING PROVIDED:107 SPACES, MINIMUM, PROVIDED, PARKING WILL BE ADJUSTED PER UDO IF UNIT TYPE CHANGES BUILDING DIMENSIONAL REQUIREMENTS: BUILDING HEIGHT: 3 STORIES OR 50' MAX HT BUILDING SETBACK: EXCEEDS 100' SHOD SETBACK, 25' MINIMUM SIDE AND REAR SETBACKS PARKING SETBACK: MEETS SHOD 25' MINIMUM SETBACK GENERAL NOTES: 1.THE PROPOSED DEVELOPMENT SHALL MEET OR EXCEED ALL NEW HANOVER COUNTY (NHC) ORDINANCE AND PERMIT REQUIREMENTS. 2.IF THE SUP IS GRANTED, THE B-2 AND R-15 PORTIONS OF THE SITE WILL BE CONSTRUCTED AS A COHESIVELY DESIGNED. PERMITTED, CONSTRUCTED, AND MAINTAINED. 3.THE HATCHED I-1 ZONED PROPERTY LOCATED BETWEEN THE B-2 AND R-15 SITE SHALL PROVIDE VEHICULAR, PEDESTRIAN, AND UTILITY ACCESS FOR ALL PARCELS WITHIN THE DEVELOPMENT BOUNDARY. 4.THE DEVELOPMENT SHALL HAVE A HOA / POA IF / AS APPLICABLE. 5.STORM WATER SHALL BE DESIGNED AND PERMITTED IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND STATE REQUIREMENTS. 6.PUBLIC WATER AND SEWER WILL BE EXTENDED BY THE DEVELOPER TO THE SITE. ALL DESIGN AND PERMITTING SHALL BE COORDINATED WITH CFPUA, NEW HANOVER COUNTY, AND STATE REGULATORS AS REQUIRED. 7.ALL LANDSCAPE & BUFFER MATERIALS AND INSTALLATION SHALL MEET OR EXCEED NHC UDO REQUIREMENTS. 8.LOCATIONS OF ALL AMENITY AND RECREATION AREAS MAY CHANGE PENDING FINAL DESIGN 9.EXISTING TREES PROPOSED FOR PRESERVATION, BUT WILL BE FURTHER EVALUATED WITH FINAL DESIGN; TREE MITIGATION WILL BE REVIEWED WITH PART OF TREE REMOVAL PERMIT. EXISTING CONDITIONS/ ENVIRONMENTAL NOTES: FLOOD INFORMATION:THE SUBJECT PARCELS ARE LOCATED IN ZONE X – MINIMAL FLOOD RISK – AS SHOWN BY FEMA MAP NUMBER 3720316900K & 3720326000K BEARING AN EFFECTIVE DATE OF AUGUST 28, 2018. WETLAND INFORMATION:A PRELIMINARY WETLAND DELINEATION WAS PREPARED BY DAVEY RESOURCE GROUP AND REVIEWED ON-SITE BY THE USACE 8/15/24. WETLAND IMPACT PERMITS WILL BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION OF THE PROPOSED DEVELOPMENT. SPECIMEN TREES:SPECIMEN TREES HAVE BEEN FOUND ON SITE & ARE BEING PRESERVED. ALL TREE REMOVAL & MITIGATION PLANS AND PERMIT REQUESTS WILL BE SUBMITTED TO NHC FOR REVIEW AND APPROVAL PRIOR TO TREE REMOVAL ON-SITE. EXISTING VEGETATION:THE SITE IS COMPRISED OF A MIXTURE OF OPEN GRASSED AREAS & WOODED AREAS. WETLANDS ALONG EXISTING CREEK ARE VEGETATED AND WILL REMAIN UNDISTURBED OUTSIDE OF ANY WETLAND IMPACTS PERMITTED FOR CONSTRUCTION OF THE ESSENTIAL SITE IMPROVEMENTS FOR THE PROPOSED DEVELOPMENT. CONSERVATION OVERLAY DISTRICT (COD): THE EXISTING POND LOCATED IN THE NORTHEASTERN SIDE OF THE SITE IS IDENTIFIED BY NHC'S UDO & ONLINE GIS AS A "NATURAL POND" COD. THIS COD WILL BE PRESERVED AND THE REQUIRED 50' HAS A 50' BUFFER AROUND THE COD WILL BE SELECTIVELY REVEGETATED IN ACCORDANCE WITH THE UDO. 35 35 1B 40 57 64 65 66 35 KEY LEGEND: STORM PIPE (SEE GRADING & DRAINAGE PLAN) STORM STRUCTURE (SEE GRADING & DRAINAGE PLAN) STORMWATER POND STORMWATER OUTFALL LEVEL SPREADER EMERGENCY STORMWATER OUTFALL EXISTING NON-WETLAND WATERS OF THE US WETLAND IMPACTED FOR ROAD CROSSING WETLANDS PER APPROVED USACE AJD WETLAND DELINEATION DATED 08/26/2024 EXISTING POND IDENTIFIED AS "NATURAL POND" CONSERVATION AREA IN NHC UDO. POND TO REMAIN AND HAVE COD BUFFER SWALE PROVIDING OUTFALL DRAINAGE FOR EXISTING POND ADA LOADING SPACE (TYP) ADA PARKING SPACE SIGNAGE (TYP) WATER MAIN (SEE UTILITY PLAN) WATER SERVICE (DOMESTIC) (SEE UTILITY PLAN) WATER SERVICE (FIRE) (SEE UTILITY PLAN) WATER METER (SEE UTILITY PLAN) FIRE HYDRANT (SEE UTILITY PLAN) SANITARY SEWER MAIN (SEE UTILITY PLAN) SANITARY SEWER SERVICE (SEE UTILITY PLAN) SEWER CLEANOUT (SEE UTILITY PLAN) 1A HEAVY DUTY ASPHALT PAVING, TYP. (SEE DETAILS) LIGHT DUTY ASPHALT PAVING, TYP. (SEE DETAILS) CURB AND GUTTER VERTICAL CURB CONCRETE SIDEWALK INTERCONNECTED SIDEWALK,TRAIL SYSTEM THROUGHOUT PROJECT ADA CURB RAMP WITH TRUNCATED DOMES WARNING MAT SPECIMEN LIVE OAK CLUSTER PRESERVED PEDESTRIAN CROSSING LOCATION PARKING LOT STRIPING ADA PARKING SPACE (TYP) 2 4 5 6 7 8 10 11 12 13 14 15 16 17 18 20 21 22 23 24 25 26 27 28 29 1B 9 3019 20' WIDE DRAINAGE EASEMENT IN I-1 PARCEL ROAD CONNECTION BETWEEN B-2 AND R-15 PARCELS ALL NECESSARY UTILITY AND STORMWATER EASEMENTS CONVEYED BETWEEN B-2 AND R-15 PARCELS LOCATED ALONG ROAD I-1 PARCEL ROAD CONNECTION BETWEEN B-2 AND R-15 PARCELS MAINTENANCE BUILDING MINIMUM R-15 REQUIRED BUILDING SETBACK TO ADJACENT RESIDENTIAL 25' MINIMUM REQUIRED BUILDING SETBACK IN B-2 DISTRICT BUILDING SETBACKS EXCEED MINIMUM REQUIREMENT IN ALL LOCATIONS CLUBHOUSE / PROPERTY MANAGEMENT OFFICE / FITNESS / RECREATION CENTER FENCED POOL W/ SUMMER KITCHEN AND CABANA(S) BUILDING LANDSCAPE AREA FOUNDATION PLANTINGS AROUND ALL BUILDINGS, TYP. SEGMENTAL RETAINING WALL 32 33 34 36 38 31 3 4" HIGH CONCRETE WHEELSTOP STREET LIGHT, TYP. NATURE TRAIL EXISTING VEGETATION / LANDSCAPE BUFFER COMBINATION OF EXISTING & PLANTED VEGETATION CREATING BUFFER TO ADJACENT PROPERTIES; BUFFERS EXCEED MINIMUM BUFFER REQUIRED MINIMUM BUFFER LINE PROPOSED LANDSCAPE STREET TREES ALONG ALL PROJECT ROADS AND IN LANDSCAPE ISLANDS TRASH & RECYCLING COMPACTOR W/ SCREEN MONUMENT SIGN EMERGENCY-ONLY GATED ACCESS GATED ACCESS FOR EMERGENCY VEHICLES EQUIPPED WITH KNOX BOX/LOCK. ALIGN PAVING WITH BRAYS DRIVE 40 41 42 43 44 45 46 50 51 EXISTING TREE, TYP. PICKLEBALL COURTS SEE GENERAL NOTES OPEN SPACE, TYP. DOG PARK SEE GENERAL NOTES MOTOR COURT, TYP. RESIDENTS' PARKING AT CORE OF EACH BLOCK BEHIND UNITS. GARAGE ACCESS PROVIDED IN MOTOR COURT STREETYARD 25' MINIMUM REQUIRED 50' MAXIMUM SHOD PARKING SETBACK 100' MAXIMUM SHOD BUILDING SETBACK EXISTING 40' DRAINAGE & PUBLIC UTILITY EASEMENT EXISTING 30' DUKE ENERGY PROGRESS, LLC EASEMENT TO BE RELOCATED, PENDING DUKE APPROVAL 37 39 47 35 48 49 52 53 54 55 57 58 56 60 61 59 EXISTING 30' PUBLIC UTILITY EASEMENT EXISTING 15' DRAINAGE & PUBLIC UTILITY EASEMENT EXISTING 30' SANITARY SEWER EASEMENT EXISTING 30' DRAINAGE & PUBLIC UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT EXISTING 20' DRAINAGE & UTILITY EASEMENT COMMERCIAL SPACE BETWEEN 1700 SF AND 1800 SF MIXED USE BUILDING MULTI-FAMILY BUILDING ALL RESIDENTIAL APARTMENTS 3-STORY ROW STYLE TOWNHOME WITH IN-UNIT GARAGE, TYP. 2-STORY END-UNIT ROW STYLE TOWNHOME, NO GARAGE, TYP. 63 62 43A 64 65 66 67 68 20 16 19 17 1115 30 35 35 N 0 5 ° 1 2 ' 0 1 " E 5 3 8 . 0 4 ' S 36°0 2 ' 1 6 " E 116.92 ' N 3 9 ° 3 9 ' 4 1 " E 33 0 . 6 1 ' S 50°28'07" E 115.22' N 3 9 ° 3 9 ' 0 6 " E 16 0 . 3 1 ' S 50°19'17" E 150.03' L1 L2 S 48°16'45" E 506.30'L3 S 47°46'24" E 121.53'S 48°24'53" E 581.39' S 4 1 ° 2 5 ' 4 8 " W 31 0 . 4 8 ' N 48°34'06" W 121.43' S 4 2 ° 5 5 ' 4 8 " W 75 0 . 7 0 ' L4 L5L6 L7L8L9 N 47°17'46" W 107.98' L10L11L12 L13 L1 4 L1 5 L1 6 L17 L 1 8 L 1 9 L20 L 2 1 L 2 2 L 2 3 N 64°11' 4 9 " W 421.13' S 4 1 ° 3 4 ' 5 0 " W 21 0 . 0 0 ' LOT 142 R03600-006-012-000 RICHARD MOBURG ELIZABETH MOBURG D.B. 4626, PG. 912 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 143 R03600-006-013-000 NORA E. BENEVENTI REVOCABLE TRUST D.B. 5020, PG. 2264 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 144 R03600-006-014-000 DAVID M. RENQUIST MARY E. RENQUIST D.B. 5020, PG. 2264 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 147 R03600-006-017-000 PRUDENTIAL RELOCATION INC. D.B. 5238, PG. 722 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 148 R03600-006-018-000 BRADLEY J. ERBES TAMI L. ERBES D.B. 5238, PG. 722 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 149 R03600-006-024-000 ERNEST W. OLDS DAWN M. OLDS D.B. 6056, PG. 182 M.B. 44, PG. 307 ZONING: R-15 LAND USE: RESIDENTIAL LOT 150 R03600-006-025-000 RICHARD MIMMS SUPATRA MIMMS D.B. 6221, PG. 2760 M.B. 44, PG. 307 ZONING: R-15 LAND USE: RESIDENTIAL LOT 151 R03600-006-026-000 MADISON M. NEWSOME BUNJONG P. NEWSOME D.B. 4655, PG. 304 M.B. 44, PG. 307 ZONING: R-15 LAND USE: RESIDENTIAL R03600-006-082-000 ROBERT L. YUNASKA D.B. 4626, PG. 912 M.B. 43, PG. 372 ZONING: I-1 LAND USE: VACANT INDUSTRIAL R0 3 7 0 0 - 0 0 4 - 2 9 3 - 0 0 0 PO R T E R ' S P O I N T E HO M E O W N E R S AS S O C I A T I O N , I N C D. B . 5 7 9 0 , P G . 3 5 M. B . 5 5 , P G . 3 4 0 18' PRIVATE ALLEY R03700-004-293-000 PORTER'S POINTE HOMEOWNERS ASSOCIATION, INC D.B. 5790, PG. 35 M.B. 55, PG. 340 ZONING: R-15 LAND USE: RESIDENTIAL COMMUNITY OPEN SPACE R03700-004-294-000 PORTER'S POINTE HOMEOWNERS ASSOCIATION, INC D.B. 5790, PG. 35 M.B. 55, PG. 340 ZONING: R-15 LAND USE: RESIDENTIAL AMENITY R03705-006-007-000 KATHRYN WOLFE & LARRY STEVEN MORGAN D.B. 6025, PG. 1493 M.B. 46, PG. 25 ZONING: R-15 LAND USE: RESIDENTIAL R03705-006-012-000 JOANN M. WAINIO D.B. 5694, PG. 1838 M.B. 46, PG. 25 ZONING: R-15 LAND USE: RESIDENTIAL L O T 4 8 R 0 3 7 0 0 - 0 0 4 - 2 7 9 - 0 0 0 J O R Y A N D E R S O N & A B B Y R I C H O M N D D . B . 6 6 7 5 , P G . 1 3 2 7 M . B . 5 5 , P G . 3 4 0 Z O N I N G : R - 1 5 L A N D U S E : R E S I D E N T I A L 36 . 2 ' 24.2' R0 3 7 0 0 - 0 0 4 - 1 9 1 - 0 0 0 PO R T E R S C R O S S I N G HO A I N C D. B . 5 1 9 0 , P G . 1 2 0 4 M. B . 5 1 , P G . 1 5 4 ZO N I N G : R - 1 5 LA N D U S E : RE S I D E N T I A L A M E N I T Y R03700-004-301-000 DEREK REEVES D.B. 5625, PG. 1573 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-300-000 STEVE LINDNER D.B. 6031, PG. 2140 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-299-000 EDWARD SOUTHERLAND D.B. 5571, PG. 1535 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-298-000 ANNA ROVETTO D.B. 6636, PG. 1714 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-297-000 ROCHELLE KREINER D.B. 6406, PG. 1314 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-296-000 CAMERON DANIEL D.B. 6290, PG. 242 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-295-000 RICHARD WILSON D.B. 5545, PG. 2050 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-011-000 PORTERS CROSSING HOA INC D.B. 6102, PG. 2894 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL AMENITY R03700-004-293-000 PORTER'S POINTE HOMEOWNERS ASSOCIATION, INC D.B. 5790, PG. 35 M.B. 55, PG. 340 ZONING: R-15 LAND USE: RESIDENTIAL COMMUNITY OPEN SPACE WET WETWET WETWET W E T W E T W E T WETWET W E T WE T WET W E T WE T W E T W E T W E T WE T 20 ' W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSS WWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSS SS SSSSSSSSSSSS W W W WWWWWWWWWWWWWW WWWWWWWWWWWW SS X X X X XX SU P - R - 1 5 Z O N I N G S I T E P L A N C-2.2 12 . 0 2 . 2 4 1" = 6 0 ' AH E AH E RP B VICINITY MAP NOT TO SCALE NORTH 140 SITE MAR K E T S T MA R S H RE A C H D R F O L L Y I S L A N D C T OA K S PO R T E R S C R O S S I N G W A Y M A R S H DR P O R T E R S N E C K R D F U T C H C R E E K R D B A Y F I E L D D R 0 30 60 120 240 SCALE: 1"=60' GRAPHIC SCALEGRAPHIC SCALE BA Y S H O R E T O W N H O M E S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 24237.PE BA Y S H O R E T O W N H O M E S , L L C 20 1 N O R T H E L M S T R E E T , S U I T E 2 0 1 GR E E N S B O R O , N C 2 7 4 0 1 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL AP P L I C A N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 PR E L I M I N A R Y D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N 2 6 7 8 9 10 1A 38 36 45 1B 3 21 21 22 23 24 25 26 28 29 31 32 33 34 34 37 39 39 41 42 44 47 50 49 52 52 52 52 23 22 24 SITE DATA PROJECT ADDRESSES: PROPERTY OWNERS:BEE SAFE PORTERS NECK, LLC, HERBERT E PARHAM, AND B-2 PARCEL PINS: R03600-005-007-000 (± 2.82 AC) R03600-005-006-002 (± 0.39 AC) R-15 PARCEL PINS: R03700-004-147-000 (± 20.41 AC) R03700-004-148-000 (± 2.12 AC) R03700-004-189-000 (± 7.79 AC) ROAD CONNECTION PARCEL (NOT INCLUDED IN SUP REQUESTS): PROPERTY OWNER: ROBERT L YUNASKA R03600-006-082-000 (I-1 ZONING, ±0.02 AC) PROPOSED USE:MIXED-USE COMMERCIAL/RETAIL & RESIDENTIAL MULTI-FAMILY, TOWNHOME (ROWHOUSE) RESIDENTIAL FUTURE LAND USE CLASSIFICATION:URBAN MIXED USE, GENERAL RESIDENTIAL, GROWTH NODE TOTAL PROJECT SITE AREA:± 33.43 AC CURRENT ZONING: B-2 (±3.21 AC) & R-15 (±30.22 AC INCLUDING ± 1.30 AC IN COD) PROPOSED ZONING: SUP - B-2 MIXED USE & SUP- R-15 ADDITIONAL DWELLING ALLOWANCE DENSITY:SUP - B-2 MIXED USE B-2 DENSITY DENSITY ALLOWED: NO MAX. OR MIN. IDENTIFIED IN UDO DENSITY PROPOSED:B-2 DENSITY: 19.31 DU/AC SUP- R-15 ADDITIONAL DWELLING ALLOWANCE HIGH DENSITY RESIDENTIAL DENSITY ALLOWED:10.2 DU/AC PROPOSED DENSITY: 8.37 DU/AC EXCLUDING COD AREA 8.0 DU/AC INCLUDING COD AREA MAXIMUM TOTAL PROPOSED UNITS:304 TOTAL UNITS + RETAIL SPACE 242 TOWNHOMES (R-15) 62 APARTMENT UNITS (B-2) 1,800 SF RETAIL MAX. (B-2) SITE DEVELOPMENT NOTES: R-15 SUP DESIGN REQUIREMENTS: IMPERVIOUS SURFACE ALLOWED: 40% MAX. IMPERVIOUS SURFACE PROVIDED:40% MAX. OPEN SPACE REQUIRED:35% OPEN SPACE PROVIDED:MEET OR EXCEED 35% MINIMUM PARKING REQUIREMENTS - R-15 DWELLING, ROW-STYLE (TOWNHOMES) 2 SPACES REQUIRED PER DWELLING UNIT TOWNHOME PARKING REQUIRED:484 SPACES MINIMUM TOWNHOME PARKING PROVIDED:484 SPACES MINIMUM BUILDING DIMENSIONAL REQUIREMENTS BUILDING HEIGHT: 40' MAX HT BUILDING SETBACK: EXCEEDS 20' SINGLE FAMILY AND 30' MULTI-FAMILY SETBACKS GENERAL NOTES: 1.THE PROPOSED DEVELOPMENT SHALL MEET OR EXCEED ALL NEW HANOVER COUNTY (NHC) ORDINANCE AND PERMIT REQUIREMENTS. 2.IF THE SUP IS GRANTED, THE B-2 AND R-15 PORTIONS OF THE SITE WILL BE CONSTRUCTED AS A COHESIVELY DESIGNED. PERMITTED, CONSTRUCTED, AND MAINTAINED. 3.THE HATCHED I-1 ZONED PROPERTY LOCATED BETWEEN THE B-2 AND R-15 SITE SHALL PROVIDE VEHICULAR, PEDESTRIAN, AND UTILITY ACCESS FOR ALL PARCELS WITHIN THE DEVELOPMENT BOUNDARY. 4.THE DEVELOPMENT SHALL HAVE A HOA / POA IF / AS APPLICABLE. 5.STORM WATER SHALL BE DESIGNED AND PERMITTED IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND STATE REQUIREMENTS. 6.PUBLIC WATER AND SEWER WILL BE EXTENDED BY THE DEVELOPER TO THE SITE. ALL DESIGN AND PERMITTING SHALL BE COORDINATED WITH CFPUA, NEW HANOVER COUNTY, AND STATE REGULATORS AS REQUIRED. 7.ALL LANDSCAPE & BUFFER MATERIALS AND INSTALLATION SHALL MEET OR EXCEED NHC UDO REQUIREMENTS. 8.LOCATIONS OF ALL AMENITY AND RECREATION AREAS MAY CHANGE PENDING FINAL DESIGN 9.EXISTING TREES PROPOSED FOR PRESERVATION, BUT WILL BE FURTHER EVALUATED WITH FINAL DESIGN; TREE MITIGATION WILL BE REVIEWED WITH PART OF TREE REMOVAL PERMIT. BR A Y S D R I V E 52 ' P U B L I C R / W SHAC K L E F O R D D R I V E 52' P U B L I C R / W 51 43A 3 41 4 35 34 34 34 43 48 52 30 56 58 59 60 63 SANITARY SEWER SERVICE (SEE UTILITY PLAN) SEWER CLEANOUT (SEE UTILITY PLAN) STORM PIPE (SEE GRADING & DRAINAGE PLAN) STORM STRUCTURE (SEE GRADING & DRAINAGE PLAN) STORMWATER POND STORMWATER OUTFALL LEVEL SPREADER EMERGENCY STORMWATER OUTFALL EXISTING NON-WETLAND WATERS OF THE US WETLAND IMPACTED FOR ROAD CROSSING WETLANDS PER APPROVED USACE AJD WETLAND DELINEATION DATED 08/26/2024 EXISTING POND IDENTIFIED AS "NATURAL POND" CONSERVATION AREA IN NHC UDO. POND TO REMAIN AND HAVE COD BUFFER SWALE PROVIDING OUTFALL DRAINAGE FOR EXISTING POND 20' WIDE DRAINAGE EASEMENT IN I-1 PARCEL ROAD CONNECTION BETWEEN B-2 AND R-15 PARCELS ALL NECESSARY UTILITY AND STORMWATER EASEMENTS CONVEYED BETWEEN B-2 AND R-15 PARCELS LOCATED ALONG ROAD I-1 PARCEL ROAD CONNECTION BETWEEN B-2 AND R-15 PARCELS MAINTENANCE BUILDING 16 17 18 20 21 22 23 24 25 26 27 28 29 30 19 MINIMUM R-15 REQUIRED BUILDING SETBACK TO ADJACENT RESIDENTIAL 25' MINIMUM REQUIRED BUILDING SETBACK IN B-2 DISTRICT BUILDING SETBACKS EXCEED MINIMUM REQUIREMENT IN ALL LOCATIONS CLUBHOUSE / PROPERTY MANAGEMENT OFFICE / FITNESS / RECREATION CENTER FENCED POOL W/ SUMMER KITCHEN AND CABANA(S) BUILDING LANDSCAPE AREA FOUNDATION PLANTINGS AROUND ALL BUILDINGS, TYP. SEGMENTAL RETAINING WALL 4" HIGH CONCRETE WHEELSTOP STREET LIGHT, TYP. NATURE TRAIL EXISTING VEGETATION / LANDSCAPE BUFFER COMBINATION OF EXISTING & PLANTED VEGETATION CREATING BUFFER TO ADJACENT PROPERTIES; BUFFERS EXCEED MINIMUM BUFFER REQUIRED MINIMUM BUFFER LINE PROPOSED LANDSCAPE STREET TREES ALONG ALL PROJECT ROADS AND IN LANDSCAPE ISLANDS 32 33 34 3536 38 31 TRASH & RECYCLING COMPACTOR W/ SCREEN MONUMENT SIGN EMERGENCY-ONLY GATED ACCESS GATED ACCESS FOR EMERGENCY VEHICLES EQUIPPED WITH KNOX BOX/LOCK. ALIGN PAVING WITH BRAYS DRIVE 41 45 46 50 51 37 39 47 35 48 40 49 52 EXISTING 30' DUKE ENERGY PROGRESS, LLC EASEMENT TO BE RELOCATED, PENDING DUKE APPROVAL EXISTING 30' PUBLIC UTILITY EASEMENT EXISTING 15' DRAINAGE & PUBLIC UTILITY EASEMENT EXISTING 30' SANITARY SEWER EASEMENT EXISTING 30' DRAINAGE & PUBLIC UTILITY EASEMENT 54 55 53 KEY LEGEND: 1A HEAVY DUTY ASPHALT PAVING, TYP. (SEE DETAILS) LIGHT DUTY ASPHALT PAVING, TYP. (SEE DETAILS) CURB AND GUTTER VERTICAL CURB CONCRETE SIDEWALK INTERCONNECTED SIDEWALK,TRAIL SYSTEM THROUGHOUT PROJECT ADA CURB RAMP WITH TRUNCATED DOMES WARNING MAT SPECIMEN LIVE OAK CLUSTER PRESERVED PEDESTRIAN CROSSING LOCATION PARKING LOT STRIPING ADA PARKING SPACE (TYP) 2 4 5 6 7 8 1B 3 10 11 12 9 13 14 15 ADA LOADING SPACE (TYP) ADA PARKING SPACE SIGNAGE (TYP) WATER MAIN (SEE UTILITY PLAN) WATER SERVICE (DOMESTIC) (SEE UTILITY PLAN) WATER SERVICE (FIRE) (SEE UTILITY PLAN) WATER METER (SEE UTILITY PLAN) FIRE HYDRANT (SEE UTILITY PLAN) SANITARY SEWER MAIN (SEE UTILITY PLAN) 57 58 56 60 61 59 EXISTING 20' UTILITY EASEMENT EXISTING 20' DRAINAGE & UTILITY EASEMENT COMMERCIAL SPACE BETWEEN 1700 SF AND 1800 SF MIXED USE BUILDING 63 EXISTING TREE, TYP. PICKLEBALL COURTS SEE GENERAL NOTES OPEN SPACE, TYP. DOG PARK SEE GENERAL NOTES MOTOR COURT, TYP. RESIDENTS' PARKING AT CORE OF EACH BLOCK BEHIND UNITS. GARAGE ACCESS PROVIDED IN MOTOR COURT STREETYARD 25' MINIMUM REQUIRED 50' MAXIMUM SHOD PARKING SETBACK 100' MAXIMUM SHOD BUILDING SETBACK EXISTING 40' DRAINAGE & PUBLIC UTILITY EASEMENT MULTI-FAMILY BUILDING ALL RESIDENTIAL APARTMENTS 3-STORY ROW STYLE TOWNHOME WITH IN-UNIT GARAGE, TYP. 2-STORY END-UNIT ROW STYLE TOWNHOME, NO GARAGE, TYP. 42 43 44 43A 64 65 66 67 68 62 27 43 67 68 43 20 20 17 16 15 6867 4443 43A 43A 56 1B 44 43A 34 33 SU P - B - 2 Z O N I N G D R A I N A G E P L A N C-3.1 12 . 0 2 . 2 4 1" = 5 0 ' RP B RP B RP B VICINITY MAP NOT TO SCALE NORTH 140 SITE MAR K E T S T MA R S H RE A C H D R F O L L Y I S L A N D C T O A K S PO R T E R S C R O S S I N G W A Y M A R S H DR P O R T E R S N E C K R D F U T C H C R E E K R D B A Y F I E L D D R 0 25 50 100 200 SCALE: 1"=50' GRAPHIC SCALEGRAPHIC SCALE BA Y S H O R E T O W N H O M E S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 24237.PE BA Y S H O R E T O W N H O M E S , L L C 20 1 N O R T H E L M S T R E E T , S U I T E 2 0 1 GR E E N S B O R O , N C 2 7 4 0 1 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL AP P L I C A N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 PR E L I M I N A R Y D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N US H W Y . 1 7 - M A R K E T S T R E E T 10 0 ' P U B L I C R / W PROPOSED SEGMENTAL RETAINING WALL PROPOSED DROP INLET PROPOSED STORM SEWER COLLECTION SYSTEM LEGEND: EXISTING CONTOUR PROPOSED CONTOUR EXISTING SPOT ELEVATION PROPOSED EDGE OF PAVEMENT PROPOSED SIDEWALK ELEVATION PROPOSED GRADE PROPOSED TOP OF WALL PROPOSED TOP OF CONCRETE 16 EG 25.05 EP 25.05 SW 25.05 LOD PG 25.05 TW 25.05 TC 17.15 16 STORMWATER NOTES: 1.ALL ON-SITE PROPOSED IMPERVIOUS SURFACES WILL DRAIN TO ONE OF THE TWO (2) PROPOSED STORMWATER WET PONDS. THESE PONDS ARE DESIGNED IN ACCORDANCE WITH NCDEQ AND NHC STORMWATER ORDINANCE. ALL RUNOFF WILL BE COLLECTED AND CONVEYED BY A CLOSED CONDUIT SYSTEM TO THE WET DETENTION BASINS. BUILDING PAD NOTE: 1.SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH SUBSURFACE GEOTECHNICAL EXPLORATION AND/OR TECHNICAL SPECIFICATIONS. ASPHALT AREA NOTE: 1.SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL EXPLORATION AND/OR TECHNICAL SPECIFICATIONS. GENERAL NOTES: 1.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL STATE OF NC, NEW HANOVER COUNTY, AND CFPUA STANDARDS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL PLACE INLET PROTECTION AROUND ALL STORM DRAIN INLETS TO PROTECT THE SYSTEM FROM COLLECTING SEDIMENTATION DURING CONSTRUCTION. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE ROADS ARE PAVED. 3.CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY, NEW ASPHALT AREAS, AND SIDEWALKS TO MATCH PROPOSED GRADES. 4.ALL PROPOSED SPOT ELEVATIONS SHOWN ARE PROPOSED EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. 5.CONNECT ROOF DRAINS AS SHOWN. IF THERE ARE ANY DRAINAGE QUESTIONS, PLEASE NOTIFY OWNER AND ENGINEER PRIOR TO MAKING CONNECTIONS. 6.ALL SIDEWALK CROSS SLOPES HAVE BEEN GRADED TO MEET ADA REGULATIONS. CONTRACTOR SHALL CONFIRM GRADES BEFORE PLACING PAVEMENT OR SIDEWALKS AND REPORT ANY DISCREPANCIES TO OWNER AND/OR ENGINEER. 7.CONTRACTOR SHALL REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR SITE CONSTRUCTION RECOMMENDATIONS. 8.CONTRACTOR SHALL STAKE SILT FENCE ALONG LIMITS OF DISTURBANCE LINE. THE SILT FENCE LINE TYPE IS OFFSET ON THE DRAWING FOR CLARITY. 9.THE CONTRACTOR SHALL USE EITHER RCP (CL. III) OR ADS HP STORM PIPE FOR THE STORM DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HP STORM PIPE, IT SHALL BE ADS N-12 WT STORM PIPE OR APPROVED EQUAL AND SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS. IN ADDITION, THE CONTRACTOR SHALL BE SURE TO PROVIDE CONCRETE COLLARS AROUND EACH F.E.S. TO PREVENT FLOATATION IF HP STORM PIPE IS CHOSEN. IF HP STORM PIPE IS CHOSEN, ALL PIPING WITHIN THE PUBLIC RIGHT OF WAY MUST BE DUAL WALL HP-PIPE (GRAY) NOTATION: CI =CURB INLET DI =DROP INLET CO =CLEANOUT DDI =DOUBLE DROP INLET MH =STORM DRAIN MANHOLE RD =ROOF DRAIN CLEANOUT FFE =FINISHED FLOOR ELEVATION BPE =BUILDING PAD ELEVATION DS =DOWNSPOUT LIMITS OF DISTURBANCE SILT FENCE TREE PROTECTION FENCING DRAINAGE FLOW PATH DRAINAGE INLET LABEL INLET PROTECTION EXISTING REGULATED TREE BY NHC AS-BUILT STORMWATER NOTE [15A NCAC 02H.1044]: 1.)THE CONTRACTOR WILL EMPLOY A LAND SURVEYOR LICENSED IN THE STATE OF NORTH CAROLINA TO PROVIDE ACCURATE REPRODUCIBLE AS-BUILT DRAWINGS OF NEWLY INSTALLED COLLECTION SYSTEM, AND IMPERVIOUS AREA ON THE SITE TO THE ENGINEER & OWNER UPON COMPLETION OF CONSTRUCTION. UPON CERTIFICATION BY THE ENGINEER AND VERIFICATION FROM THE OWNER ANY DISCREPANCIES WILL BE INDICATED, THEN THESE PLANS SHALL BE RETURNED TO THE CONTRACTOR FOR CORRECTION PRIOR TO FINAL PAYMENT AND FINAL INSPECTION. CO-1 SPECIAL USE PERMIT GENERAL NOTES: 1.THE PROPOSED DEVELOPMENT SHALL MEET OR EXCEED ALL NEW HANOVER COUNTY (NHC) ORDINANCE AND PERMIT REQUIREMENTS. 2.STORM WATER SHALL BE DESIGNED AND PERMITTED IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND STATE REQUIREMENTS. 3.PUBLIC WATER AND SEWER WILL BE EXTENDED BY THE DEVELOPER TO THE SITE. ALL DESIGN AND PERMITTING SHALL BE COORDINATED WITH CFPUA, NEW HANOVER COUNTY, AND STATE REGULATORS AS REQUIRED. 4.ALL LANDSCAPE & BUFFER MATERIALS AND INSTALLATION SHALL MEET OR EXCEED NHC UDO REQUIREMENTS. 5.ACCESS EASEMENTS WILL BE GRANTED FROM A PUBLIC ROAD TO EACH BMP FOR NHC ACCESS. PROPOSED LIMITS OF DISTURBANCE (TYP.) PROPOSED SILT FENCE (TYP.) PROPOSED LIMITS OF DISTURBANCE (TYP.) PROPOSED SILT FENCE (TYP.) PROPOSED TREE PROTECTION FENCING (TYP.) BR A Y S D R I V E PROPOSED INLET PROTECTION (TYP.) PROPOSED STORMWATER WET POND DU K E E N E R G Y P R O G R E S S , L L C EA S E M E N T DB 6 0 9 6 , P G 1 2 8 8 CA R O L I N A P O W E R & L I G H T C O M P A N Y DB 6 7 2 P G 1 7 7 50 ' F R O N T S E T B A C K LOT 142 R03600-006-012-000 RICHARD MOBURG ELIZABETH MOBURG D.B. 4626, PG. 912 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL R03600-006-082-000 ROBERT L. YUNASKA D.B. 4626, PG. 912 M.B. 43, PG. 372 ZONING: I-1 LAND USE: VACANT INDUSTRIAL R03600-005-008-000 GREGORY POOLE EQUIPMENT COMPANY D.B. 6645, PG. 1746 ZONING: B-2 LAND USE: COMMERCIAL R03600-005-005-000 SANDERS FAMILY STORAGE, LLC D.B. 6001, PG. 1677 ZONING: B-2 LAND USE: COMMERCIAL STORAGE S W E E T W A T E R B R A N C H 46 46 45 45 45 45 44 4 4 44 43 43 43 42 4 2 42 41 41 40 39 38 37 36 35 34 33 33 32 32 32 32 31 31 31 31 30 30 30 30 29 29 29 29 29 29 28 28 28 28 27 27 27 27 27 27 27 2 7 27 27 27 27 26 26 26 26 20 ' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SSSSSSSSSSSS WWWWWWWW W W W W W W 41 40 3539383736 35 34 33 33 424344 20 22 23 24 25 21 26 27 27 28 191817161514 13 12 112727262524232221 20 19 18 17 16 15 14 13 27 26 TC 39.93 EP 39.39 TC 33.44 EP 32.90 TC 33.72 EP 33.18 TC 26.84 EP 26.30 FFE=28.20 FF E = 2 8 . 6 0 FF E = 2 8 . 9 2 FFE=28.67 DI 26.38 PG 26.63 DI 26.75 PG 27.85 PG 27.85 PG 27.80 PG 27.85 PG 27.85 PG 27.85 PG 27.85 DI 25.92 SW 27.70SW 27.61 SW 27.42 PG 27.13 SW 27.53 PG 26.13 PG 26.33 PG 26.63 PG 26.98 DI 25.98DI 26.59PG 27.09DI 26.59PG 27.59 DI 27.78 DI 26.76PG 28.10 DI 27.44 PG 27.91 DI 27.56 PG 28.80 PG 28.30 PG 28.08 PG 28.80 PG 28.08 PG 28.55 DI 25.75PG 26.42DI 25.57 PG 27.51 DI 29.27 PG 32.03 DI 31.24 DI 31.92 PG 32.78 PG 34.08 DI 33.28 PG 34.47 DI 36.88 DI 32.43 PG 33.29PG 34.08 PG 31.39 PG 31.60 PG 32.32 TC 32.80 EP 32.26 TC 34.77 EP 34.23 TC 31.92 EP 31.38 FFE=34.00 FFE=36.00 DI 40.03 PG 38.35PG 39.19 PG 36.42DI 38.53 PG 40.31 DI 41.19 EG 46.33 PG 44.06 PG 34.71 PG 42.20 PG 41.71 FF E = 4 2 . 5 0 PG 34.19 FFE=35.25 TW 44.75 PG 44.00 TW 44.00 PG 38.25 TW 40.75 PG 35.25 TW 37.50 PG 35.00 TW 37.00 PG 33.75 TW 35.00 PG 34.75 FF E = 2 7 . 8 7 LO D LO D LO D LO D LO D LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D L O D LO 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 LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LODLODLODLOD L O D L O D L O D L O D L O D LOD LOD LOD L O D LO D LO D L O D LO D LOD LOD LOD LOD LO D N O N - W E T L A N D W A T E R S O F T H E U S T R I B U T A R Y R I P R I P 22O K 13O K 13O K 18P O 12P N 13P N 22P N 22P N 22P N 12O K 15O K 18O K 27O K 15O K 23O K 17O K 16P O 14P O 12P O 16O K 26P N 14O K 15O K 22P N 25P N 13P N 13O K 16O K 13O K 17O K 28P O 13O K 12O K 17O K 15P N 18P N 12O K 18P N 24P N 12O K 14P N 17G M 10S Y 9OK 12P N 15P N 20O K 12O K 12H I 18O K 11O K 14P N 12P N 12G M 15O K 16P N 20P N 8OK 13H I 23P N 10H I 10H I 13O K 11H I 12P N 4HI 19P N 18P N 8HI 11O K 24P N 20P N 9OK 8GM 12G M 23P N 11O K 10O K 15P N 20P N 26P N 23P N 9GM 23P N 11O K 14O K 15O K 8OK9OK 8OK 13O K 8OK 10O K 13O K 12G M 10G M 23G M 8OK 14P N 10O K 13O K 12O K 21O K 13O K 12O K 13O K 8GM 24O K 12O K 9GM 24O K 12O K 12G M 8GM 26O K 21P N 23G M 13O K 8GM 13G M 22P N 22P N 30P N 16P N 15O K 8GM 16O K 11O K 8OK 17P N 13O K 8OK 12O K 12O K 19O K 13G M 12P N 12O K 14O K 15O K 12G M 13O K 12O K 14P N 14P N 13O K 10O K 54G M 19P N 20P N 16P N 16P N 12P N 19P N 12P N 13P N 17P N 14P N 20P N 18P N 16P N 12P N 17P N12P N 17P N 15P N 17P N 8GM 14G M 6MG 11O K 5AH 16P O 14O K 15O K 14P O 13O K 16O K 12G M 12P N 12O K 12C H 4MM 5CT 4CT 8CT 4CT 4CT 4CT 12C T 9CT 13C T 8CT 4MM4MM 4MM4MM CEMETERY LOT 142 R03600-006-012-000 RICHARD MOBURG ELIZABETH MOBURG D.B. 4626, PG. 912 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 143 R03600-006-013-000 NORA E. BENEVENTI REVOCABLE TRUST D.B. 5020, PG. 2264 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 144 R03600-006-014-000 DAVID M. RENQUIST MARY E. RENQUIST D.B. 5020, PG. 2264 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 147 R03600-006-017-000 PRUDENTIAL RELOCATION INC. D.B. 5238, PG. 722 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 148 R03600-006-018-000 BRADLEY J. ERBES TAMI L. ERBES D.B. 5238, PG. 722 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 149 R03600-006-024-000 ERNEST W. OLDS DAWN M. OLDS D.B. 6056, PG. 182 M.B. 44, PG. 307 ZONING: R-15 LAND USE: RESIDENTIAL LOT 150 R03600-006-025-000 RICHARD MIMMS SUPATRA MIMMS D.B. 6221, PG. 2760 M.B. 44, PG. 307 ZONING: R-15 LAND USE: RESIDENTIAL LOT 151 R03600-006-026-000 MADISON M. NEWSOME BUNJONG P. NEWSOME D.B. 4655, PG. 304 M.B. 44, PG. 307 ZONING: R-15 LAND USE: RESIDENTIAL R03600-006-082-000 ROBERT L. YUNASKA D.B. 4626, PG. 912 M.B. 43, PG. 372 ZONING: I-1 LAND USE: VACANT INDUSTRIAL 40' DRAINAGE AND PUBLIC UTILITY EASEMENT D.B. 5053, PG.1637 R0 3 7 0 0 - 0 0 4 - 2 9 3 - 0 0 0 PO R T E R ' S P O I N T E HO M E O W N E R S AS S O C I A T I O N , I N C D. B . 5 7 9 0 , P G . 3 5 M. B . 5 5 , P G . 3 4 0 18' PRIVATE ALLEY R03700-004-293-000 PORTER'S POINTE HOMEOWNERS ASSOCIATION, INC D.B. 5790, PG. 35 M.B. 55, PG. 340 ZONING: R-15 LAND USE: RESIDENTIAL COMMUNITY OPEN SPACE R03700-004-294-000 PORTER'S POINTE HOMEOWNERS ASSOCIATION, INC D.B. 5790, PG. 35 M.B. 55, PG. 340 ZONING: R-15 LAND USE: RESIDENTIAL AMENITY R03705-006-007-000 KATHRYN WOLFE & LARRY STEVEN MORGAN D.B. 6025, PG. 1493 M.B. 46, PG. 25 ZONING: R-15 LAND USE: RESIDENTIAL R03705-006-012-000 JOANN M. WAINIO D.B. 5694, PG. 1838 M.B. 46, PG. 25 ZONING: R-15 LAND USE: RESIDENTIAL 30' SANITARY SEWER EASEMENT M.B. 46, PG. 25 L O T 4 8 R 0 3 7 0 0 - 0 0 4 - 2 7 9 - 0 0 0 J O R Y A N D E R S O N & A B B Y R I C H O M N D D . B . 6 6 7 5 , P G . 1 3 2 7 M . B . 5 5 , P G . 3 4 0 Z O N I N G : R - 1 5 L A N D U S E : R E S I D E N T I A L BUILDING R0 3 7 0 0 - 0 0 4 - 1 9 1 - 0 0 0 PO R T E R S C R O S S I N G HO A I N C D. B . 5 1 9 0 , P G . 1 2 0 4 M. B . 5 1 , P G . 1 5 4 ZO N I N G : R - 1 5 LA N D U S E : RE S I D E N T I A L A M E N I T Y R03700-004-301-000 DEREK REEVES D.B. 5625, PG. 1573 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-300-000 STEVE LINDNER D.B. 6031, PG. 2140 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-299-000 EDWARD SOUTHERLAND D.B. 5571, PG. 1535 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-298-000 ANNA ROVETTO D.B. 6636, PG. 1714 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-297-000 ROCHELLE KREINER D.B. 6406, PG. 1314 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-296-000 CAMERON DANIEL D.B. 6290, PG. 242 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-295-000 RICHARD WILSON D.B. 5545, PG. 2050 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-011-000 PORTERS CROSSING HOA INC D.B. 6102, PG. 2894 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL AMENITY 15 ' D R A I N A G E A N D P U B L I C UT I L I T Y E A S E M E N T M. B . 5 1 , P G . 1 5 4 30 ' D R A I N A G E & U T I L I T Y E A S E M E N T 30' PUBLIC U T I L I T Y E A S E M E N T M.B. 51, PG. 1 5 4 20' DRAINAGE AND PUBLIC UTILITY EASEMENT M.B. 51, PG. 154 10O K 19P N 18O K 19O K 11O K 11O K 12O K 10O K 12P N 10O K 12O K 24P N 17O K 11O K 10O K 18P N 20P N 20P N 12O K 17P N 19P N 12P N21P N 14P N 14P N 14P N 12P N 13P N 18P N 19P N 15O K 13P N 16O K 15P N 18P N 18P N 20P N 18P N 15P N 8HI 17P N 18P N 16P N 19P N 19P N 13O K 15O K15O K8OK 12O K 18P N 19P N 17P N 18P N 16P N 14P N 16P N 12P N 15P N 13P N 12P N 15P N 13P N 14P N 20P N 20O K 14P N 15P N 15P N 13P N 12O K 8OK 8OK 4CM 9OK 6MG 5MG 13G M 13P N 11O K 15O K 18P N 9OK 17P N 8OK 8OK 12O K 15P N 9OK 15P N 9OK 8OK 9OK 12P N 15P N 11O K 8DW 18P N 14P N 12O K 13P N 8OK 13P N12P N 8MA 16P N 5AH9OK18P N 9OK 9OK 15P N 12P N 5MG 13P N 5MG 8GM 16P N 9GM 14P N 12P N 8OK 8GM 8GM 14P N 22P N 8OK 10O K 10G M 8OK 8OK 18P N 13P N 9GM 13P N 14P N 8OK 14P N 14P N 17P N 10G M 8OK 13P N 12P N 7CM 22O K 9GM 21P N 28P N9OK 19P N 11O K 4MG 13O K 17P N 10O K 15P N 16P N 16P N 16P N 13P N 9OK 18P N 18O K 14O K 13O K 23O K 13O K 15O K 15O K 15O K 14O K 15O K 12O K 21O K 28O K 30P N 19O K 18P N 24P N 21P N 26P N 12O K 15O K 25O K 15O K 15O K 15O K 22O K 19P N 14O K 12O K 17P N 13P N 15P N 14P N 17O K 14O K 23O K 23P N 19P N 15O K 8DW 9OK 14O K 23P N 31P N 28P N 35P N 19P N 15P N 17O K 16P N 14P N 12C H 15P N 8OK 8OK 14O K 19O K 24P N 22P N 12O K 13O K 13O K 12O K 14P N 15P N 15P N 21P N 21P N 14O K8OK 14P N 18O K 24P N 18O K 18O K 17P N 16P N 25O K 8DW 15O K 18O K 7DW 7DW 7DW 7MG 11O K 18O K 11O K 9DW 7DW 15O K 13O K 19P N 19P N 20O K 18P N 13P N 14P N 23P N 15P N 13O K 21P N 27P N 30P N 12M A 19P N 14P N 20P N 12P N 10P A 10P A 14P A 15P A 10P A 10P A 8PA 8PA 15P N 17P N 16P N 12O K 17O K 12O K 13O K 16P N 12P N 15P N 18P N 18P N 24P N 19P N 20P N 24P N 21P N 15O K 21P N 15O K 18O K 12O K 14O K 13P N 25P N 12P N 24P N 20P N 14P N 12P N 14P N 9OK 13P N 24P N 14P N 10O K 12P N 4AH 15P N 23P N 18O K 22O K 15O K 13O K 12O K 9OK 14O K 18O K 8PA 10G M 10G M 10G M 12P O 12P O 8PO 11G M 13G M8GM 12P N 10O K 14O K 13O K 8OK 18O K 27O K 12O K 13G M 8PO 12P O 12P O 10G M 18O K 10G M 17O K 14G M 10O K 14O K 8GM 12O K 13G M 10G M 13O K 8OK 10G M 18P N 15P N 15P N 13O K 23P N 12C H 14P N 12P N 8OK 8OK 20P N 19P N 9GM 22P N 19P N 13P N 18P N 18P N 12P N 8OK19P N 8OK 8OK 5CT 14P N 20O K 10O K 16O K 16O K 18P N 8OK 18P N 10O K 17P N 14P N 17P N 14P N 17P N 17O K 20P N 17C E12P N 13P N 24P N 18O K 21P N 4CM4CM 22O K 15P N 12P N 21P N 10G M 13P N 12P N 14P N 12P N 14P N 17P N 12P N 14P N 14P N 12P N 21O K 20O K 21O K 18O K 23O K 15O K 15O K 24O K 29O K 24P N 20P N 30O K 22P N 17O K 13O K 19P N 25O K 28P N 15O K 20O K 19P N 25P N 35O K 35O K 25O K 32O K 39P N 20P N 8PA 12P N 30P N 24P N 4SY 19P N 8OK 14P N 14P N 9GM 11G M 8GM 11G M12P N 17P N 12P N 13O K 13O K 13O K 18P N 17P N 9PN 15P N 19P N 15P N 14P N 18P N 14P N 15P N 8OK9OK 15P N 10O K 5DW 20P N 11O K 20P N 20P O 24O K 24P N 15O K 19O K 18O K 8MG 6MG 13O K 8MG 11O K 15P N13O K 15O K 14O K 19O K 15O K 16O K 15O K 24P N 15P N 12O K 26O K 13O K 18P N 14O K 14G M 23P N 15O K 24P N 7MG 8OK 21O K 12O K 16O K 24O K 28O K 14P A 10P A 10P A 4PA 10P A 5MM 9OK 11G M 14P N 17P N 36O K 24O K 22O K 9OK 12P N 12P N 4PR 4PR 18O K 23P N 20P N 26O K 19O K 23O K 19O K 18O K 12O K 15P N 17P N 15P N 18P N 17P N 15G M 20P N 24P N 4EL 24O K 7MG10O K 8OK 9OK 12G M 14P N 13P N 12P N 17P N 21P N 18O K 10O K 21P N 20P N8OK4MG 6MG 14O K10O K 10O K 18P N 12O K 11O K 16P N 15P N 8OK 17P N16P N 23P N 20P N 18P N 15P N 18P N 16P N 4CE 16P N 15P N 13P N 13P N 8OK 12P N 13O K 14P N 8OK 12P N 10O K 12O K 18O K 24P N 14P N 9OK 18O K 27P N 14P N 18P N 17P N 14P N 10G M 13P N 14O K 19P N 12P N 14P N 15P N 12P N 8OK 17O K 17O K12P N 15P N 15P N 12O K 16G M 17O K 4CM 21P N 10G M 22P N 22P N 13O K 21P N 11O K 12O K 9OK 15P N 18P N 12P N 12P N 13P N 19P N 12P N 13P N 4MG 12P N 8OK8MA 15O K 10O K 8OK 17O K 18O K 27O K 20O K 17O K 18O K 21P N 27P N 24O K 15O K 18O K 17O K 28O K 19O K 27O K 19O K 35O K 20P N 24P N 9OK 6DW 5DW 10P N 10O K 14O K 20O K 19P N 23O K 24O K 35O K 17P N 24P N 19P N 22P N 29P N 8PR 10P A 9PA 16P A 23P N 25P N 18P N 18P N 36P N 14P N 17P N 15P N 16P N 14P N 18P N 17P N 20P N 22P N 24P N 16O K 17O K 26G M 17P N 13P N 15P N 12P N 13P N 13P N16P N 21P N 13P N 23P N 17P N 13P N 14P N 20P N 13P N 15G M15G M 15P N 18P N 14P N 12P N 20P N 5SY 12P N 11O K 12P N 15P N 13P N 8GM 11O K 10O K 8GM 9OK 13O K 13P N 19P N 14P N 18P N 14P N 8MG 18P N 15P N 13P N 20P N 9OK 13G M 8OK 8GM 13G M 11O K 12P N 15P N 10O K 18P N 15P N 12P N 18P N 10O K 18O K 10O K 9OK 6SY 4MG 15P N 8OK 13G M 8OK 8OK 20P N 15P N 20P N 12P N 10O K 30P N 16O K 10O K 10O K 18O K 12O K 10O K 9PO 26O K 20O K 9OK 15O K 14O K 15G M 14O K 12O K 14O K 30O K 10O K 8GM 30O K 8MA 4AH 7MG 13O K 8PO 11G M 13G M 9HI 8OK 13O K 24P N 5MG 14O K 18P O 9GM 10H I 11H I 8OK 26P N 18O K 18P N 11G M 19P N 13P N 19P N 8GM 12M A 19P N 20P N 20P N23P O 21P N 20P N 20P N 10S Y 13P N 5,4C M ( C L U S T E R ) 21P N 13P N 13O K11G M 23P N 15P A 14P A 15P A 8CH 6MM 10G M 24O K 20P N 12G M 15O K 16O K 14O K 15O K 15O K 15O K 10G M 15O K 22P N 16O K 19P N 16O K 24O K 14P N 12P N 14O K 16P N 8GM 14G M 10G M 9GM 30P N 27P N 17O K 36P N23P N 12P N 25P N 12O K 18P N 12G M 14G M 11G M 12O K 14O K 13O K 19O K 16P N 17P N 18P N 13P N 18P N 18P N 17P N 10G M 20P N 27P N 9OK 9GM 10O K 14G M 12O K12O K 12O K 6AH 14O K 29P O 10G M 6AH 17P O 13O K 12O K 13O K 15G M 10O K 12P N 12P N 10G M 13G M 19P N 12G M 14P N 19P N 19P N 15O K9CH 10G M 18P N 21P N 20P N 12G M 5MG 9GM 5MM 18P N 8GM 10O K 9OK 8MA 8GM 8GM 10G M 14G M 8MM 8GM 10G M 10G M 11M A 14P N 9OK 12P N 6PO 20P O 20P O 10O K 5MG 8OK 15P N 8MA 12M A 12C T 9MM 17G M 10O K 15P O 11O K20O K 12P N 24O K 6CT 6CT 8CT 6CT 10O K 18P N 12O K 24P N S W E E T W A T E R B R A N C H R03700-004-293-000 PORTER'S POINTE HOMEOWNERS ASSOCIATION, INC D.B. 5790, PG. 35 M.B. 55, PG. 340 ZONING: R-15 LAND USE: RESIDENTIAL COMMUNITY OPEN SPACE 24 23 23 2322 22 22 22 21 21 21 21 21 21 20 20 20 20 20 20 20 20 19 19 19 19 19 19 19 19 19 18 18 18 18 18 18 18 18 18 18 18 17 17 17 17 17 17 17 17 17 17 17 17 17 16 16 16 16 16 16 16 16 16 16 16 16 16 16 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 14 14 14 14 14 14 14 14 14 14 13 13 13 13 13 43 42 41 40 40 39 39 38 38 37 37 36 36 35 35 34 34 34 33 33 33 32 32 32 32 31 31 31 31 31 31 31 30 30 30 30 30 30 30 30 29 29 29 29 29 29 29 29 29 29 29 29 29 2929 29 28 28 28 28 28 28 28 28 28 27 27 27 27 27 27 27 27 2 7 27 2 7 27 27 27 27 27 27 26 26 26 26 26 26 26 26 2 6 2 6 26 2 6 26 26 26 26 26 26 26 25 25 25 25 25 25 25 25 2 5 25 25 25 25 25 24 2 4 24 24 24 2 4 24 24 24 24 23 2 3 2 3 23 23 23 2323 23 23 22 2 2 22 22 22 2 2 2222 22 21 2 1 21 19 21 21 21 21 21 2 0 20 2 0 20 20 20 20 20 1 9 19 19 19 1 8 18 18 17 17 24 21 20 19 18 22 21 2223 24 26 24 25 26 23 22 21 20 21 22 23 24 25 20 18 18 19 19 26 25 24 23 22 21 24 25 26 23 22 21 20 18 17 16 19 15 14 13 12 11 24 25 26 23 22 21 20 12 13 14 11 15 16 17 18 19 20 1 8 1 7 1 6 19 1 5 1 4 1 3 1 2 11 21 2223242625 26 25 242322 21 19181716 1514 20 24 25 26 23 22 21 20 12 13 14 11 15 16 17 18 19 WET WETWET WETWET W E T W E T W E T WETWET W E T WE T WET W E T WE T W E T W E T W E T WE T 20 ' W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSS WWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSS SS SSSSSSSSSSSS W W W WWWWWWWWWWWWWW WWWWWWWWWWWW SS 20 22 23 24 25 21 26 27 27 28 191817161514 13 12 112727262524232221 20 19 18 17 16 15 14 13 27 26 25 24 24 2 3 21 20 21 20 19 X X X X XX TC 26.77 EP 26.23 TC 26.37 EP 25.83 TC 26.84 EP 26.30 FFE=26.25 FFE=26.25 FF E = 2 6 . 5 0 FF E = 2 6 . 2 5 FF E = 2 6 . 5 0 FF E = 2 6 . 2 5 FFE=26.25 FFE=26.35 FFE=26.75 FF E = 2 6 . 5 0 FF E = 2 6 . 7 5 FF E = 2 6 . 7 5 FF E = 2 7 . 2 5 FFE=28.00 FF E = 2 7 . 5 0 FF E = 2 6 . 9 2 FFE=27.60 FFE=27.17 FFE=28.20 FFE=28.20 FF E = 2 8 . 6 0 FF E = 2 8 . 9 2 FFE=28.67 PG 26.16DI 25.33 DI 25.33 PG 26.16 DI 25.33 DI 25.33 PG 25.45DI 24.95 DI 24.95 PG 25.45 PG 25.45 DI 25.06 PG 25.45DI 24.95 DI 24.95 PG 25.45 PG 25.45 DI 25.06 DI 25.06 PG 25.89 DI 26.38 DI 26.38 PG 26.83 DI 26.38 PG 27.06 PG 27.06PG 26.63 DI 26.75 PG 27.85 PG 27.85 PG 27.80 PG 27.85 PG 27.85 PG 27.85 PG 27.85 DI 25.92 SW 27.70SW 27.61 SW 27.42 PG 27.13 SW 27.53 PG 25.50 PG 25.45 PG 24.95 PG 25.45 PG 24.95 PG 25.45 PG 24.95 PG 25.45 DI 24.95 PG 25.58 PG 25.63 PG 25.35 PG 26.13 PG 26.33 PG 26.63 PG 26.98 PG 26.38DI 25.98 DI 25.88 PG 26.38 PG 26.22 DI 26.59PG 27.09DI 26.59PG 27.59 PG 26.38 DI 26.01 DI 26.61PG 27.11DI 27.47 DI 26.38 PG 27.29 PG 27.01 PG 28.10DI 27.78 PG 28.48 DI 27.78 DI 26.76PG 28.10 DI 26.76 DI 26.98PG 27.50 DI 26.98 PG 27.85 PG 27.04 DI 26.75 PG 26.92 PG 27.15 DI 27.39PG 27.88 DI 27.39PG 28.14 DI 27.88PG 28.48DI 28.12 PG 29.89 DI 25.91 DI 25.91 PG 26.56 DI 25.91 PG 26.41 PG 26.56 PG 26.02 DI 25.52 PG 25.87 DI 25.52 PG 26.08 DI 26.07 PG 26.62 PG 26.22 DI 25.72DI 25.72PG 26.22DI 25.72 PG 26.68 PG 26.96 PG 26.22 DI 25.45 DI 24.78 PG 25.12 PG 25.62 PG 25.12PG 25.12PG 25.65 PG 25.62 PG 25.18 PG 24.68PG 25.18 PG 24.68 PG 25.18PG 24.68 PG 24.68 PG 25.18 PG 25.80 PG 25.58 PG 26.65 DI 26.20 PG 26.65DI 26.35 DI 26.20 PG 27.13 DI 25.97 PG 26.63 DI 25.97 PG 26.38 PG 26.13 DI 25.27 PG 25.60 PG 25.10 PG 25.10 PG 25.60 PG 25.27 PG 25.80 PG 26.38 DI 25.88 PG 26.13 DI 25.88 DI 25.63 PG 26.13 DI 25.97 PG 26.13 DI 25.97 PG 26.38 PG 26.13 DI 25.27 PG 28.64 DI 28.12 DI 27.44 PG 27.91 DI 27.56 PG 27.74 DI 27.30 PG 28.16DI 27.75 PG 27.64 DI 28.36 PG 28.73 PG 28.80 PG 28.30 PG 28.08 PG 28.80 PG 28.08 PG 28.55 PG 28.55 DI 25.75PG 26.42DI 25.57 PG 27.51 PG 31.60 PG 15.00 PG 12.00 DI 25.13 PG 25.63 DI 25.13 PG 25.63 FFE=26.25 FFE=26.25 FF E = 2 7 . 8 7 LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD L O D L O D L O D L O D LODLODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLOD LODLOD L O D LOD LO D LO D LO D LO D LOD LODLOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LO D LO D 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 LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LODL O D LOD LODLOD LOD LODLODLOD L O D L O D L O D L O D LOD LOD LOD LO D LOD LOD LO D LOD LOD LOD L O D LOD LOD LO D LOD L O D L O D L O D L O D LO D LO D LOD LOD LOD LOD L O D L O D L O D L O D LOD LOD LOD LO D N O N - W E T L A N D W A T E R S O F T H E U S T R I B U T A R Y SU P - R - 1 5 Z O N I N G D R A I N A G E P L A N C-3.2 12 . 0 2 . 2 4 1" = 6 0 ' RP B RP B RP B VICINITY MAP NOT TO SCALE NORTH 140 SITE MAR K E T S T MA R S H RE A C H D R F O L L Y I S L A N D C T OA K S PO R T E R S C R O S S I N G W A Y M A R S H DR P O R T E R S N E C K R D F U T C H C R E E K R D B A Y F I E L D D R 0 30 60 120 240 SCALE: 1"=60' GRAPHIC SCALEGRAPHIC SCALE BA Y S H O R E T O W N H O M E S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 24237.PE BA Y S H O R E T O W N H O M E S , L L C 20 1 N O R T H E L M S T R E E T , S U I T E 2 0 1 GR E E N S B O R O , N C 2 7 4 0 1 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL AP P L I C A N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 PR E L I M I N A R Y D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N BR A Y S D R I V E 52 ' P U B L I C R / W SHACK L E F O R D D R I V E 52' PUB L I C R / W EXISTING POND PROPOSED DRAINAGE SWALE FOR EXISTING POND PROPOSED STORM WATER COLLECTION SYSTEM (TYP.) PROPOSED STORMWATER WET POND PROPOSED STORMWATER WET POND PROPOSED STORMWATER OUTLET STRUCTURE PROPOSED STORMWATER LEVEL SPREADER PROPOSED STORMWATER OUTLET STRUCTURE PROPOSED STORMWATER LEVEL SPREADER PROPOSED DROP INLET (TYP.) PROPOSED STORM MANHOLE (TYP.) PROPOSED STORM WATER COLLECTION SYSTEM (TYP.) 60' 60' PUBLIC DRAINAGE EASEMENT STORMWATER NOTES: 1.ALL ON-SITE PROPOSED IMPERVIOUS SURFACES WILL DRAIN TO ONE OF THE TWO (2) PROPOSED STORMWATER WET PONDS. THESE PONDS ARE DESIGNED IN ACCORDANCE WITH NCDEQ AND NHC STORMWATER ORDINANCE. ALL RUNOFF WILL BE COLLECTED AND CONVEYED BY A CLOSED CONDUIT SYSTEM TO THE WET DETENTION BASINS. BUILDING PAD NOTE: 1.SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH SUBSURFACE GEOTECHNICAL EXPLORATION AND/OR TECHNICAL SPECIFICATIONS. ASPHALT AREA NOTE: 1.SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL EXPLORATION AND/OR TECHNICAL SPECIFICATIONS. GENERAL NOTES: 1.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL STATE OF NC, NEW HANOVER COUNTY, AND CFPUA STANDARDS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL PLACE INLET PROTECTION AROUND ALL STORM DRAIN INLETS TO PROTECT THE SYSTEM FROM COLLECTING SEDIMENTATION DURING CONSTRUCTION. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE ROADS ARE PAVED. 3.CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY, NEW ASPHALT AREAS, AND SIDEWALKS TO MATCH PROPOSED GRADES. 4.ALL PROPOSED SPOT ELEVATIONS SHOWN ARE PROPOSED EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. 5.CONNECT ROOF DRAINS AS SHOWN. IF THERE ARE ANY DRAINAGE QUESTIONS, PLEASE NOTIFY OWNER AND ENGINEER PRIOR TO MAKING CONNECTIONS. 6.ALL SIDEWALK CROSS SLOPES HAVE BEEN GRADED TO MEET ADA REGULATIONS. CONTRACTOR SHALL CONFIRM GRADES BEFORE PLACING PAVEMENT OR SIDEWALKS AND REPORT ANY DISCREPANCIES TO OWNER AND/OR ENGINEER. 7.CONTRACTOR SHALL REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR SITE CONSTRUCTION RECOMMENDATIONS. 8.CONTRACTOR SHALL STAKE SILT FENCE ALONG LIMITS OF DISTURBANCE LINE. THE SILT FENCE LINE TYPE IS OFFSET ON THE DRAWING FOR CLARITY. 9.THE CONTRACTOR SHALL USE EITHER RCP (CL. III) OR ADS HP STORM PIPE FOR THE STORM DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HP STORM PIPE, IT SHALL BE ADS N-12 WT STORM PIPE OR APPROVED EQUAL AND SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS. IN ADDITION, THE CONTRACTOR SHALL BE SURE TO PROVIDE CONCRETE COLLARS AROUND EACH F.E.S. TO PREVENT FLOATATION IF HP STORM PIPE IS CHOSEN. IF HP STORM PIPE IS CHOSEN, ALL PIPING WITHIN THE PUBLIC RIGHT OF WAY MUST BE DUAL WALL HP-PIPE (GRAY) AS-BUILT STORMWATER NOTE [15A NCAC 02H.1044]: 1.)THE CONTRACTOR WILL EMPLOY A LAND SURVEYOR LICENSED IN THE STATE OF NORTH CAROLINA TO PROVIDE ACCURATE REPRODUCIBLE AS-BUILT DRAWINGS OF NEWLY INSTALLED COLLECTION SYSTEM, AND IMPERVIOUS AREA ON THE SITE TO THE ENGINEER & OWNER UPON COMPLETION OF CONSTRUCTION. UPON CERTIFICATION BY THE ENGINEER AND VERIFICATION FROM THE OWNER ANY DISCREPANCIES WILL BE INDICATED, THEN THESE PLANS SHALL BE RETURNED TO THE CONTRACTOR FOR CORRECTION PRIOR TO FINAL PAYMENT AND FINAL INSPECTION. SPECIAL USE PERMIT GENERAL NOTES: 1.THE PROPOSED DEVELOPMENT SHALL MEET OR EXCEED ALL NEW HANOVER COUNTY (NHC) ORDINANCE AND PERMIT REQUIREMENTS. 2.STORM WATER SHALL BE DESIGNED AND PERMITTED IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND STATE REQUIREMENTS. 3.PUBLIC WATER AND SEWER WILL BE EXTENDED BY THE DEVELOPER TO THE SITE. ALL DESIGN AND PERMITTING SHALL BE COORDINATED WITH CFPUA, NEW HANOVER COUNTY, AND STATE REGULATORS AS REQUIRED. 4.ALL LANDSCAPE & BUFFER MATERIALS AND INSTALLATION SHALL MEET OR EXCEED NHC UDO REQUIREMENTS. 5.ACCESS EASEMENTS WILL BE GRANTED FROM A PUBLIC ROAD TO EACH BMP FOR NHC ACCESS. LIMITS OF WETLANDS PROPOSED LIMITS OF DISTURBANCE (TYP.) PROPOSED SILT FENCE (TYP.) PROPOSED LIMITS OF DISTURBANCE (TYP.) PROPOSED SILT FENCE (TYP.) BR A Y S D R I V E PROPOSED INLET PROTECTION (TYP.) LEGEND: EXISTING CONTOUR PROPOSED CONTOUR EXISTING SPOT ELEVATION PROPOSED EDGE OF PAVEMENT PROPOSED SIDEWALK ELEVATION PROPOSED GRADE PROPOSED TOP OF WALL PROPOSED TOP OF CONCRETE 16 EG 25.05 EP 25.05 SW 25.05 LOD PG 25.05 TW 25.05 TC 17.15 16 NOTATION: CI =CURB INLET DI =DROP INLET CO =CLEANOUT DDI =DOUBLE DROP INLET MH =STORM DRAIN MANHOLE RD =ROOF DRAIN CLEANOUT FFE =FINISHED FLOOR ELEVATION BPE =BUILDING PAD ELEVATION DS =DOWNSPOUT LIMITS OF DISTURBANCE SILT FENCE TREE PROTECTION FENCING DRAINAGE FLOW PATH DRAINAGE INLET LABEL INLET PROTECTION EXISTING REGULATED TREE BY NHC CO-1 W E T W E T X X X X X X X X X X X X X X SIGN SS SMH RIM = 47.29 INV = 27.53 TOP OF INTERIOR PIPE = 38.63 SMH RIM = 47.33 INV = 26.08 SS SS SS SS SS SS SS SS SS SS SS SS SS SS RETAINING WALL CHAINLINK FENCE X CHAINLINK FENCE IRF IPF IPF IPF AXLEIPF IPF OH E OH E DU K E E N E R G Y P R O G R E S S , L L C EA S E M E N T DB 6 0 9 6 , P G 1 2 8 8 W W W W W W W W W W W W W W W W W FO FO FO FO FO FO FO WA T E R & S E W E R E A S E M E N T DB 5 2 2 2 , P G 1 8 4 7 XX X CA R O L I N A P O W E R & L I G H T C O M P A N Y DB 6 7 2 P G 1 7 7 50 ' F R O N T S E T B A C K W W W W W W W W W W W W W W W W S 36°0 2 ' 1 6 " E 116.92 ' N 4 2 ° 2 4 ' 0 1 " E 21 0 . 1 4 ' S 50°36'43" E 665.40' S 4 1 ° 3 4 ' 5 0 " W 21 0 . 0 0 ' N 50°36'43" W 668.41' R03600-006-082-000 ROBERT L. YUNASKA D.B. 4626, PG. 912 M.B. 43, PG. 372 ZONING: I-1 LAND USE: VACANT INDUSTRIAL BFP R03600-005-008-000 GREGORY POOLE EQUIPMENT COMPANY D.B. 6645, PG. 1746 ZONING: B-2 LAND USE: COMMERCIAL R03600-005-005-000 SANDERS FAMILY STORAGE, LLC D.B. 6001, PG. 1677 ZONING: B-2 LAND USE: COMMERCIAL STORAGE 12P N 11O K 9OK PN 24 PN 24 MA 10 LO 21 MA 12 MA 16 MA 12 MA 10 MA 17 PN 24LO 10 MA 10 LO 14 LO 16LO 60 LO 26 LO 14 MA 8 46 46 45 45 45 45 44 4 4 44 43 43 43 42 4 2 42 41 41 40 39 38 37 36 35 34 33 33 32 32 32 32 31 31 31 30 30 30 29 29 28 28 27 27 20 ' 10 0 ' S H O D S E T B A C K SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 41 40 3539383736 35 34 33 33 424344 SU P - B - 2 Z O N I N G U T I L I T Y P L A N C-4.1 12 . 0 2 . 2 4 1" = 5 0 ' RP B RP B RP B VICINITY MAP NOT TO SCALE NORTH 140 SITE MAR K E T S T MA R S H RE A C H D R F O L L Y I S L A N D C T O A K S PO R T E R S C R O S S I N G W A Y M A R S H DR P O R T E R S N E C K R D F U T C H C R E E K R D B A Y F I E L D D R 0 25 50 100 200 SCALE: 1"=50' GRAPHIC SCALEGRAPHIC SCALE FIRE HYDRANT ASSEMBLY, TYP. BA Y S H O R E T O W N H O M E S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 24237.PE BA Y S H O R E T O W N H O M E S , L L C 20 1 N O R T H E L M S T R E E T , S U I T E 2 0 1 GR E E N S B O R O , N C 2 7 4 0 1 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL AP P L I C A N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 PR E L I M I N A R Y D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N SSMH-14 SSMH-13 SSMH-12 FIRE HYDRANT ASSEMBLY, TYP. FIRE HYDRANT ASSEMBLY, TYP. CONNECTION TO EXISTING WATER LINE. EXISTING 8" WATER LINE 8" C-900 (DR-18) PVC WATER MAIN 8" C-900 (DR-18) GRAVITY SEWER EXISTING SEWER LINE CAPE FEAR PUBLIC UTILTIY ATHORITY STANDARD NOTES: 1.ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL STANDARDS ARE CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL, MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS. 2.SEWER MANHOLE INSERTS REQUIRED AT ALL MANHOLES. STAINLESS STEEL MANHOLE INSERTS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 3.WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE 18" INSIDE THE RIGHT-OF-WAY LINE. SEWER SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE MANHOLE AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. 4.ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL ALSO BE CONSTRUCTED OF DIP. 5.MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS. 6.NO FLEXIBLE COUPLINGS SHALL BE USED. 7.ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316. 8.CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY CORNERS. 9.WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY CORNER. 10.UNUSED SERVICES SHALL BE ABANDONED, ABANDONED WATER SERVICES SHALL BE DISCONNECTED FROM MAIN. 11.A MINIMUM 10' OF MAIN LINE, 5' UPSTREAM AND 5' DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE CONNECTION TO EXISTING CLAY GRAVITY SEWER MAINS. 12.A MINIMUM OF 20' OF MAIN LINE, 10' UPSTREAM AND 10' DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS. 13.PROVIDED A MINIMUM DISTANCE OF SIX(6) INCHES BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE IS NOT PERMITTED. 14.WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT SHALL BE BURIED AT A MINIMUM OF THREE (3) FEET AND A MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE. DEPTHS GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA. 15.ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE LARGEST DIAMETER PIPE. FIRE & LIFE SAFETY NOTES: 1.NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF THE BUILDINGS WITHIN ANY DEVELOPMENT. 2.HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB. 3.CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION. 4.A MINIMUM OF 4' SHALL SEPARATE UNDERGROUND FIRE LINES OR PRIVATE WATER MAINS FROM OTHER UNDERGROUND UTILITIES. 5.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS OR ACCESS TO THESE APPARATUSES. A 3-FOOT (3') CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF HYDRANTS AND FDC. 6.HYDRANTS SHOULD BE 18 INCHES FROM THE CENTERLINE OF THE STEAMER CONNECTION TO FINISH GRADE, THIS INCLUDES LANDSCAPING. STEAMER CONNECTIONS SHALL FACE THE STREET. 7.FIRE HYDRANTS SHOULD NOT BE BLOCKED BY PARKING SPACES OR UTILITIES. 8.THE GATE AT THE ACCESS TO BRAYS DRIVE IS FOR EMERGENCY ACCESS ONLY AND SHALL BE SIREN ACTIVATED OR A KNOW BOX PROVIDED. UTILITY INFORMATION CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES IN ACCORDANCE WITH CFPUA STANDARD DETAILS AND SPECIFICATIONS. SANITARY SEWER THIS PROJECT IS PROPOSING 8" SANITARY SEWER MAINS THROUGHOUT DEVELOPMENT WITH INDIVIDUAL SERVICES TO EACH UNIT. THE PROPOSED COLLECTION SYSTEM WILL CONNECT TO AN EXISTING CFPUA GRAVITY SEWER SYSTEM LOCATED ON-SITE. ALL SANITARY SEWER ALLOCATION PROVIDED BY CFPUA. CONTRACTOR TO COORDINATE SANITARY TIE-IN TO EXISTING FACILITIES WITH CFPUA. CFPUA INSPECTOR TO BE ON-SITE DURING TAPPING OF EX. SEWER FACILITIES. SANITARY IN-LINE PLUGS ARE REQUIRED AT ALL CONNECTION POINTS TO EX. SEWER FACILITIES AND MUST REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND CFPUA HAS COMPLETED ITS INSPECTION. WATER THIS PROJECT IS PROPOSING 6-INCH AND 8-INCH PUBLIC WATER MAINS LOCATED THROUGHOUT THE DEVELOPMENT WITH CONNECTIONS TO THE EXISTING WATER SYSTEM IN THREE (3) DIFFERENT LOCATIONS. INDIVIDUAL SERVICES WILL BE PROVIDED FOR EACH UNIT. ALL DOMESTIC WATER ALLOCATION PROVIDED BY CFPUA. CONTRACTOR TO COORDINATE WATER TIE-IN TO EXISTING FACILITIES WITH CFPUA. CFPUA INSPECTORS ARE REQUIRED TO BE ON-SITE DURING TAPPING OF THE EX. UTILITIES. UTILITY NOTES: (NCAC 15A.02T.0305 / T15A.18C.0906) 1.PER RULE .0904, WATER MAINS MUST BE BURIED TO A DEPTH BELOW THE FROST LINE OR TO A DEPTH SUFICIENT TO PROVIDE A MINIMUM OF 30 INCHES, WHICHEVER IS GREATER. 2.LATERAL SEPARATION OF SEWERS AND WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT LATERAL SEPARATION, IN WHICH CASE: (1) THE THE WATER MAIN IS SHALL BE LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER; OR (2) THE WATER MAIN IS SHALL BE LAID IN THE SAME TRENCH AS THE SEWER, WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. 3.A WATER MAIN THAT CROSSES A SEWER SHALL BE LAID A MINIMUM VERTICAL DISTANCE OF 18 INCHES FROM THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER, EITHER ABOVE OR BELOW THE SEWER BUT, IF PRACTICABLE, THE WATER MAIN SHALL BE LOCATED ABOVE THE SEWER. ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. 4.TO ALLOW FOR CONSTRUCTION AND REPAIR, A MINIMUM DISTANCE OF 12 INCHES SHALL BE MAINTAINED BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF OTHER UTILITIES. 5.WATER MAINS AND RECLAIMED WATER DISTRIBUTION LINES. WATER LINES SHALL BE LOCATED AT LEAST 10 FEET HORIZONTALLY FROM OR AT LEAST 18 INCHES ABOVE WATER PIPES CARRYING TREATED AND DISINFECTED WASTEWATER IN RECLAIMED WATER DISTRIBUTION LINES. CROSSINGS SHALL BE MADE IN ACCORDANCE WITH NUMBER 2 ABOVE. FIRE LINE NOTE: SITE CONTRACTOR SHALL COORDINATE WITH FIRE SUPPRESSION DESIGN BUILD TO CONFIRM FIRE SERVICE SIZE PRIOR TO ORDERING ANY MATERIAL OR INSTALLATION. SITE CONTRACTOR SHALL INSTALL FIRE LINE INSIDE RISER ROOM AND TERMINATE 12" AFF. EX. SERVICES NOTE: ANY EXISTING SERVICES NOT USED WILL NEED TO BE PROPERLY ABANDONED AT THE MAIN IN ACCORDANCE WITH CFPUA STANDARDS AND SPECIFICATIONS FIRE HYDRANT ASSEMBLY, TYP. PROPOSED BUILDING #1 PROPOSED BUILDING #2 EXISTING, REGULATE TREE PER NHC, TYP. R I P R I P 22O K W E T W E T W E T W E T WET WETWET WETWET W E T W E T W E T WETWET W E T WE T WET W E T WE T W E T W E T W E T WE T IPF IPF IRF IPF PKF IPF IPF IPFIPF CMF IPF IRF IRF INV: 23.14 12" CPP INV: DAMAGED N 0 5 ° 1 2 ' 0 1 " E 5 3 8 . 0 4 ' S 36°0 2 ' 1 6 " E 116.92 ' N 3 9 ° 3 9 ' 4 1 " E 33 0 . 6 1 ' S 50°28'07" E 115.22' N 3 9 ° 3 9 ' 0 6 " E 16 0 . 3 1 ' S 50°19'17" E 150.03' L1 L2 S 48°16'45" E 506.30'L3 S 47°46'24" E 121.53'S 48°24'53" E 581.39' S 4 1 ° 2 5 ' 4 8 " W 31 0 . 4 8 ' N 48°34'06" W 121.43' S 4 2 ° 5 5 ' 4 8 " W 75 0 . 7 0 ' L4 L5L6 L7L8L9 N 47°17'46" W 107.98' L10L11L12 L13 L1 4 L1 5 L1 6 L17 L 1 8 L 1 9 L20 L 2 1 L 2 2 L 2 3 N 64°11' 4 9 " W 421.13' S 4 1 ° 3 4 ' 5 0 " W 21 0 . 0 0 ' LOT 142 R03600-006-012-000 RICHARD MOBURG ELIZABETH MOBURG D.B. 4626, PG. 912 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 143 R03600-006-013-000 NORA E. BENEVENTI REVOCABLE TRUST D.B. 5020, PG. 2264 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 144 R03600-006-014-000 DAVID M. RENQUIST MARY E. RENQUIST D.B. 5020, PG. 2264 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 147 R03600-006-017-000 PRUDENTIAL RELOCATION INC. D.B. 5238, PG. 722 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 148 R03600-006-018-000 BRADLEY J. ERBES TAMI L. ERBES D.B. 5238, PG. 722 M.B. 43, PG. 372 ZONING: R-15 LAND USE: RESIDENTIAL LOT 149 R03600-006-024-000 ERNEST W. OLDS DAWN M. OLDS D.B. 6056, PG. 182 M.B. 44, PG. 307 ZONING: R-15 LAND USE: RESIDENTIAL LOT 150 R03600-006-025-000 RICHARD MIMMS SUPATRA MIMMS D.B. 6221, PG. 2760 M.B. 44, PG. 307 ZONING: R-15 LAND USE: RESIDENTIAL LOT 151 R03600-006-026-000 MADISON M. NEWSOME BUNJONG P. NEWSOME D.B. 4655, PG. 304 M.B. 44, PG. 307 ZONING: R-15 LAND USE: RESIDENTIAL R03600-006-082-000 ROBERT L. YUNASKA D.B. 4626, PG. 912 M.B. 43, PG. 372 ZONING: I-1 LAND USE: VACANT INDUSTRIAL R0 3 7 0 0 - 0 0 4 - 2 9 3 - 0 0 0 PO R T E R ' S P O I N T E HO M E O W N E R S AS S O C I A T I O N , I N C D. B . 5 7 9 0 , P G . 3 5 M. B . 5 5 , P G . 3 4 0 18' PRIVATE ALLEY R03700-004-293-000 PORTER'S POINTE HOMEOWNERS ASSOCIATION, INC D.B. 5790, PG. 35 M.B. 55, PG. 340 ZONING: R-15 LAND USE: RESIDENTIAL COMMUNITY OPEN SPACE R03700-004-294-000 PORTER'S POINTE HOMEOWNERS ASSOCIATION, INC D.B. 5790, PG. 35 M.B. 55, PG. 340 ZONING: R-15 LAND USE: RESIDENTIAL AMENITY R03705-006-007-000 KATHRYN WOLFE & LARRY STEVEN MORGAN D.B. 6025, PG. 1493 M.B. 46, PG. 25 ZONING: R-15 LAND USE: RESIDENTIAL R03705-006-012-000 JOANN M. WAINIO D.B. 5694, PG. 1838 M.B. 46, PG. 25 ZONING: R-15 LAND USE: RESIDENTIAL L O T 4 8 R 0 3 7 0 0 - 0 0 4 - 2 7 9 - 0 0 0 J O R Y A N D E R S O N & A B B Y R I C H O M N D D . B . 6 6 7 5 , P G . 1 3 2 7 M . B . 5 5 , P G . 3 4 0 Z O N I N G : R - 1 5 L A N D U S E : R E S I D E N T I A L 36 . 2 ' 24.2' R0 3 7 0 0 - 0 0 4 - 1 9 1 - 0 0 0 PO R T E R S C R O S S I N G HO A I N C D. B . 5 1 9 0 , P G . 1 2 0 4 M. B . 5 1 , P G . 1 5 4 ZO N I N G : R - 1 5 LA N D U S E : RE S I D E N T I A L A M E N I T Y R03700-004-301-000 DEREK REEVES D.B. 5625, PG. 1573 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-300-000 STEVE LINDNER D.B. 6031, PG. 2140 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-299-000 EDWARD SOUTHERLAND D.B. 5571, PG. 1535 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-298-000 ANNA ROVETTO D.B. 6636, PG. 1714 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-297-000 ROCHELLE KREINER D.B. 6406, PG. 1314 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-296-000 CAMERON DANIEL D.B. 6290, PG. 242 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-295-000 RICHARD WILSON D.B. 5545, PG. 2050 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL R03700-004-011-000 PORTERS CROSSING HOA INC D.B. 6102, PG. 2894 M.B. 51, PG. 154 ZONING: R-15 LAND USE: RESIDENTIAL AMENITY 15P N 17P N 15P N 18P N 17P N 15G M 20P N 24P N 4EL 24O K 7MG10O K 8OK 9OK 14P N 13P N 12P N 17P N 21P N 18O K 10O K 21P N 20P N8OK 6MG 14O K10O K 10O K 18P N 12O K 11O K 16P N 15P N 8OK 17P N16P N 23P N 20P N 18P N 15P N 16P N 4CE 15P N 13P N 8OK 12P N 13O K 14P N 8OK 12P N 10O K 12O K 18O K 24P N 14P N 9OK 18O K 27P N 14P N 18P N 17P N 14P N 10G M 13P N 14O K 19P N 12P N 14P N 15P N 12P N 8OK 17O K 17O K12P N 15P N 12O K 16G M 17O K 4CM 21P N 10G M 22P N 22P N 13O K 21P N 12O K 15P N 18P N 12P N 12P N 13P N 19P N 12P N 13P N 4MG 12P N 8OK8MA 15O K 10O K 8OK 17O K 18O K 27O K 17O K 18O K 27P N 15O K 18O K 17O K 28O K 19O K 27O K 19O K 35O K 20P N 24P N 9OK 6DW 5DW 10O K 14O K 20O K 23O K 24O K 35O K 24P N 19P N 22P N 29P N 8PR 10P A 16P A 23P N 25P N 18P N 18P N 36P N 14P N 17P N 15P N 16P N 14P N 17P N 20P N 22P N 24P N 26G M 17P N 15P N 12P N 13P N 13P N16P N 21P N 13P N 23P N 17P N 13P N 14P N 20P N 13P N 15G M15G M 15P N 18P N 14P N 12P N 20P N 5SY 12P N 11O K 12P N 15P N 13P N 8GM 11O K 10O K 9OK 13O K 13P N 14P N 18P N 14P N 8MG 18P N 15P N 20P N 9OK 13G M 8OK 8GM 13G M 11O K 12P N 15P N 10O K 18P N 15P N 12P N 18P N 10O K 18O K 10O K 9OK 6SY 4MG 15P N 8OK 13G M 8OK 20P N 15P N 10O K 30P N 16O K 10O K 9PO 26O K 20O K 15O K 14O K 30O K 10O K 8GM 7MG 13O K 8PO 11G M 9HI 8OK 13O K 24P N 18P O 10H I 11H I 8OK 26P N 18O K 18P N 11G M 19P N 13P N 19P N 12M A 19P N 20P N 20P N23P O 21P N 20P N 20P N 10S Y 13P N 5,4C M ( C L U S T E R ) 21P N 13P N 13O K11G M 23P N 14P A 8CH 6MM 15O K 27P N 17O K 36P N23P N 12P N 13O K 12O K12O K 29P O 13O K 12P N 12P N 10G M 14P N 19P N 15O K 10G M 18P N 21P N 20P N 12G M 5MG 9GM 5MM 18P N 8GM 10O K 9OK 8MA 8GM 8GM 10G M 14G M 8MM 8GM 10G M 10G M 11M A 14P N 9OK 12P N 6PO 20P O 20P O 8OK 15P N 8MA 12M A 9MM 17G M 10O K 15P O 20O K 12P N 24O K 6CT 6CT 8CT 6CT 10O K 18P N 12O K SS SS S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S SS SS SS SS SS SS SS SS S S S S SS SS SS TV SS SMH RIM = 30.20 INV = 15.14 SMH RIM =29.38 INV = 14.71 SMH RIM =30.67 INV = 12.96 SMH RIM =17.54 INV =11.05 SMH RIM = 17.61 UNABLE TO OPEN SMH RIM =17.62 INV = 10.45 SMH RIM =16.43 INV = 10.02 SMH RIM =16.62 INV =9.21 SMH RIM =16.94 INV =8.46 SMH RIM =18.45 INV = 11.25 S W E E T W A T E R B R A N C H R03700-004-293-000 PORTER'S POINTE HOMEOWNERS ASSOCIATION, INC D.B. 5790, PG. 35 M.B. 55, PG. 340 ZONING: R-15 LAND USE: RESIDENTIAL COMMUNITY OPEN SPACE 24 23 23 2322 22 22 22 21 21 21 21 21 21 20 20 20 20 20 20 20 20 19 19 19 19 19 19 19 19 19 18 18 18 18 18 18 18 18 18 18 18 17 17 17 17 17 17 17 17 17 17 17 17 17 16 16 16 16 16 16 16 16 16 16 16 16 16 16 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 14 14 14 14 14 14 14 14 14 14 13 13 13 13 13 43 42 41 40 40 39 39 38 38 37 37 36 36 35 35 34 34 34 33 33 33 32 32 32 32 31 31 31 31 31 31 31 30 30 30 30 30 30 30 30 29 29 29 29 29 29 29 29 29 29 29 29 2929 29 28 28 28 28 28 28 28 28 28 27 27 27 27 27 27 27 27 2 7 27 2 7 27 27 27 27 27 27 26 26 26 26 26 26 26 26 2 6 2 6 26 2 6 26 26 26 26 26 26 26 25 25 25 25 25 25 25 25 2 5 25 25 25 25 25 24 2 4 24 24 24 2 4 24 24 24 24 23 2 3 2 3 23 23 2 3 2323 23 23 22 2 2 22 22 22 2 2 2222 22 21 2 1 21 19 21 21 21 21 21 2 0 20 2 0 20 20 20 20 20 1 9 19 19 19 1 8 18 18 17 17 24 21 20 19 18 22 21 2223 24 26 24 25 26 23 22 21 20 21 22 23 24 25 20 18 18 19 19 26 25 24 23 22 21 24 25 26 23 22 21 20 18 17 16 19 15 14 13 12 11 24 25 26 23 22 21 20 12 13 14 11 15 16 17 18 19 20 1 8 1 7 1 6 19 1 5 1 4 1 3 1 2 11 212223242625 26 25 242322 21 19181716 1514 20 24 25 26 23 22 21 20 12 13 14 11 15 16 17 18 19 EXISTING POND NHC EASEMENT WET WETWET WETWET W E T W E T W E T WETWET W E T WE T WET W E T WE T W E T W E T W E T WE T 20 ' 40' DRAINAGE & PUBLIC UTILITI E S EASEMENT W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSS WWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSS SS SSSSSSSSSSSS W W W WWWWWWWWWWWWWW WWWWWWWWWWWW SS 20 22 23 24 25 21 26 27 27 28 191817161514 13 12 112727262524232221 20 19 18 17 16 15 14 13 27 26 25 24 2 4 2 3 PROPOSED STORMWATER POND PROPOSED STORMWATER POND 21 20 21 20 19 4 0 ' D R A I N A G E & P U B L I C U T I L I T I E S E A S E M E N T X X X X XX 5 0 ' N H C C O D B U F F E R O F F P O N D E D G E SU P - R - 1 5 Z O N I N G U T I L I T Y P L A N C-4.2 12 . 0 2 . 2 4 1" = 6 0 ' RP B RP B RP B VICINITY MAP NOT TO SCALE NORTH 140 SITE MAR K E T S T MA R S H RE A C H D R F O L L Y I S L A N D C T O A K S PO R T E R S C R O S S I N G W A Y M A R S H DR P O R T E R S N E C K R D F U T C H C R E E K R D B A Y F I E L D D R 0 30 60 120 240 SCALE: 1"=60' GRAPHIC SCALEGRAPHIC SCALE BA Y S H O R E T O W N H O M E S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 24237.PE BA Y S H O R E T O W N H O M E S , L L C 20 1 N O R T H E L M S T R E E T , S U I T E 2 0 1 GR E E N S B O R O , N C 2 7 4 0 1 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL AP P L I C A N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 PR E L I M I N A R Y D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N CAPE FEAR PUBLIC UTILTIY ATHORITY STANDARD NOTES: 1.ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL STANDARDS ARE CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL, MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS. 2.SEWER MANHOLE INSERTS REQUIRED AT ALL MANHOLES. STAINLESS STEEL MANHOLE INSERTS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 3.WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE 18" INSIDE THE RIGHT-OF-WAY LINE. SEWER SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE MANHOLE AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. 4.ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL ALSO BE CONSTRUCTED OF DIP. 5.MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS. 6.NO FLEXIBLE COUPLINGS SHALL BE USED. 7.ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316. 8.CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY CORNERS. 9.WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY CORNER. 10.UNUSED SERVICES SHALL BE ABANDONED, ABANDONED WATER SERVICES SHALL BE DISCONNECTED FROM MAIN. 11.A MINIMUM 10' OF MAIN LINE, 5' UPSTREAM AND 5' DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE CONNECTION TO EXISTING CLAY GRAVITY SEWER MAINS. 12.A MINIMUM OF 20' OF MAIN LINE, 10' UPSTREAM AND 10' DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS. 13.PROVIDED A MINIMUM DISTANCE OF SIX(6) INCHES BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE IS NOT PERMITTED. 14.WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT SHALL BE BURIED AT A MINIMUM OF THREE (3) FEET AND A MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE. DEPTHS GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA. 15.ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE LARGEST DIAMETER PIPE. FIRE HYDRANT ASSEMBLY, TYP. 8" C-900 (DR-18) PVC WATER MAIN 8" C-900 (DR-18) GRAVITY SEWER FIRE HYDRANT ASSEMBLY, TYP. FIRE HYDRANT ASSEMBLY, TYP.FIRE HYDRANT ASSEMBLY, TYP. FIRE HYDRANT ASSEMBLY, TYP. FIRE HYDRANT ASSEMBLY, TYP. FIRE HYDRANT ASSEMBLY, TYP. FIRE HYDRANT ASSEMBLY, TYP. FIRE HYDRANT ASSEMBLY, TYP. FIRE HYDRANT ASSEMBLY, TYP.FIRE HYDRANT ASSEMBLY, TYP. FIRE HYDRANT ASSEMBLY, TYP. FIRE HYDRANT ASSEMBLY, TYP. SSMH-X1 SSMH-X2 SSMH-01 SSMH-02 SSMH-03SSMH-04 SSMH-06 SSMH-05 SSMH-07SSMH-08 SSMH-09 SSMH-10SSMH-11 SSMH-12 SSMH-13 SSMH-14SSMH-15 SSMH-17 SSMH-16 SSMH-18 SSMH-19 8" C-900 (DR-18) PVC WATER MAIN 8" C-900 (DR-18) GRAVITY SEWER FIRE & LIFE SAFETY NOTES: 1.NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF THE BUILDINGS WITHIN ANY DEVELOPMENT. 2.HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB. 3.CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION. 4.A MINIMUM OF 4' SHALL SEPARATE UNDERGROUND FIRE LINES OR PRIVATE WATER MAINS FROM OTHER UNDERGROUND UTILITIES. 5.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS OR ACCESS TO THESE APPARATUSES. A 3-FOOT (3') CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF HYDRANTS AND FDC. 6.HYDRANTS SHOULD BE 18 INCHES FROM THE CENTERLINE OF THE STEAMER CONNECTION TO FINISH GRADE, THIS INCLUDES LANDSCAPING. STEAMER CONNECTIONS SHALL FACE THE STREET. 7.FIRE HYDRANTS SHOULD NOT BE BLOCKED BY PARKING SPACES OR UTILITIES. 8.THE GATE AT THE ACCESS TO BRAYS DRIVE IS FOR EMERGENCY ACCESS ONLY AND SHALL BE SIREN ACTIVATED OR A KNOW BOX PROVIDED. UTILITY INFORMATION CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES IN ACCORDANCE WITH CFPUA STANDARD DETAILS AND SPECIFICATIONS. SANITARY SEWER THIS PROJECT IS PROPOSING 8" SANITARY SEWER MAINS THROUGHOUT DEVELOPMENT WITH INDIVIDUAL SERVICES TO EACH UNIT. THE PROPOSED COLLECTION SYSTEM WILL CONNECT TO AN EXISTING CFPUA GRAVITY SEWER SYSTEM LOCATED ON-SITE. ALL SANITARY SEWER ALLOCATION PROVIDED BY CFPUA. CONTRACTOR TO COORDINATE SANITARY TIE-IN TO EXISTING FACILITIES WITH CFPUA. CFPUA INSPECTOR TO BE ON-SITE DURING TAPPING OF EX. SEWER FACILITIES. SANITARY IN-LINE PLUGS ARE REQUIRED AT ALL CONNECTION POINTS TO EX. SEWER FACILITIES AND MUST REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND CFPUA HAS COMPLETED ITS INSPECTION. WATER THIS PROJECT IS PROPOSING 6-INCH AND 8-INCH PUBLIC WATER MAINS LOCATED THROUGHOUT THE DEVELOPMENT WITH CONNECTIONS TO THE EXISTING WATER SYSTEM IN THREE (3) DIFFERENT LOCATIONS. INDIVIDUAL SERVICES WILL BE PROVIDED FOR EACH UNIT. ALL DOMESTIC WATER ALLOCATION PROVIDED BY CFPUA. CONTRACTOR TO COORDINATE WATER TIE-IN TO EXISTING FACILITIES WITH CFPUA. CFPUA INSPECTORS ARE REQUIRED TO BE ON-SITE DURING TAPPING OF THE EX. UTILITIES. UTILITY NOTES: (NCAC 15A.02T.0305 / T15A.18C.0906) 1.PER RULE .0904, WATER MAINS MUST BE BURIED TO A DEPTH BELOW THE FROST LINE OR TO A DEPTH SUFICIENT TO PROVIDE A MINIMUM OF 30 INCHES, WHICHEVER IS GREATER. 2.LATERAL SEPARATION OF SEWERS AND WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT LATERAL SEPARATION, IN WHICH CASE: (1) THE THE WATER MAIN IS SHALL BE LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER; OR (2) THE WATER MAIN IS SHALL BE LAID IN THE SAME TRENCH AS THE SEWER, WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. 3.A WATER MAIN THAT CROSSES A SEWER SHALL BE LAID A MINIMUM VERTICAL DISTANCE OF 18 INCHES FROM THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER, EITHER ABOVE OR BELOW THE SEWER BUT, IF PRACTICABLE, THE WATER MAIN SHALL BE LOCATED ABOVE THE SEWER. ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. 4.TO ALLOW FOR CONSTRUCTION AND REPAIR, A MINIMUM DISTANCE OF 12 INCHES SHALL BE MAINTAINED BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF OTHER UTILITIES. 5.WATER MAINS AND RECLAIMED WATER DISTRIBUTION LINES. WATER LINES SHALL BE LOCATED AT LEAST 10 FEET HORIZONTALLY FROM OR AT LEAST 18 INCHES ABOVE WATER PIPES CARRYING TREATED AND DISINFECTED WASTEWATER IN RECLAIMED WATER DISTRIBUTION LINES. CROSSINGS SHALL BE MADE IN ACCORDANCE WITH NUMBER 2 ABOVE. FIRE LINE NOTE: SITE CONTRACTOR SHALL COORDINATE WITH FIRE SUPPRESSION DESIGN BUILD TO CONFIRM FIRE SERVICE SIZE PRIOR TO ORDERING ANY MATERIAL OR INSTALLATION. SITE CONTRACTOR SHALL INSTALL FIRE LINE INSIDE RISER ROOM AND TERMINATE 12" AFF. EX. SERVICES NOTE: ANY EXISTING SERVICES NOT USED WILL NEED TO BE PROPERLY ABANDONED AT THE MAIN IN ACCORDANCE WITH CFPUA STANDARDS AND SPECIFICATIONS