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HomeMy WebLinkAboutCommunity Meeting SummaryPARID OWNER ADDRESS CITY STATE ZIP R03500-005-476-000 SUN COAST VILLAS HOA INC 1628 DOCTORS CIR WILMINGTON NC 28401 R03500-005-650-000 HOLMQUIST CLAUDIA S 5406 SUN COAST DR WILMINGTON NC 28411 R03500-005-652-000 LINGNER JOSHUA M BRITTANY 5414 SUN COAST DR WILMINGTON NC 28411 R03500-005-651-000 MCALLISTER STACY E ALEX D 373 BROOKSIDE DR BOONE NC 28607 R03500-005-463-000 CHANDLER ASHLEY M 5338 SUN COAST DR WILMINGTON NC 28411 R03500-005-462-000 DRAUGHON ALEXANDRA K 5400 SUN COAST DR WILMINGTON NC 28411 R03500-005-663-000 PETERSON DENNIS M ANGELA M 2705 GRUFFY CT WILMINGTON NC 28411 R03500-005-670-000 SPRUILL DOROTHY D 2704 GRUFFY CT WILMINGTON NC 28411 R03500-005-654-000 MAZZOCCANTE PAULA M 5422 SUN COAST DR WILMINGTON NC 28411 R03500-005-662-000 WANG JIAN Y LING W 2701 GRUFFY CT WILMINGTON NC 28411 R03500-005-671-000 GIBBS BRENDA L EDWARD J JR 111 JASMIN DR CLAYTON NC 27520 R03500-005-657-000 LETELLIER CAROL P 5434 SUN COAST DR WILMINGTON NC 28411 R03500-005-464-000 HOGAN JAMES M TERESA M 5336 SUN COAST DR WILMINGTON NC 28411 R03500-005-475-000 RICCIUTI VINCENT 2700 SAPLING CIR WILMINGTON NC 28411 R03500-005-656-000 GAIDIS JEANNE L 5430 SUN COAST DR WILMINGTON NC 28411 R03500-005-465-000 ALLEN ADDIE TRUSTEE 5334 SUN COAST DR WILMINGTON NC 28411 R03500-005-461-000 NEAL WENDY A 5402 SUN COAST DR WILMINGTON NC 28411 R03500-005-655-000 PALMER ROBERT B TRUSTEE 1136 TURNBERRY LN WILMINGTON NC 28405 R03500-005-653-000 STRICKLAND RHONDA JONES 5418 SUN COAST DR WILMINGTON NC 28411 R04300-003-056-000 PEREZ RUFINO GRISELDA 817 DAISY LEE DR WILMINGTON NC 28411 R04300-003-026-002 GARCIA LUIS A TOMASA D 1927 GORDON ACRES DR WILMINGTON NC 28411 R04300-003-023-000 BLENDIN MEADOWS HOA INC 14 S FIFTH AVE WILMINGTON NC 28401 R04300-003-026-009 LEON IGNACIO R MARIA 1912 GORDON ACRES DR WILMINGTON NC 28411 R04300-003-169-000 DIXON SINITA L ET AL 1937 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-191-000 ANGUIANO ALEX X ETAL 2036 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-026-017 BROWN GARY M LEAH 1909 GORDON ACRES DR WILMINGTON NC 28411 R04300-003-008-000 MILLER CHANDLER V 1912 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-026-004 SOLIS PORFIRIO N VERONICA L CORONA 1923 GORDON ACRES DR WILMINGTON NC 28411 R04300-003-020-000 GONZALEZ LUIS F ET UX 719 MIDDLE SOUND LOOP RD WILMINGTON NC 28411 R04300-003-026-025 MYERS DOLORES 1937 GORDON ACRES RD WILMINGTON NC 28411 R04300-003-004-002 DREW JAMES STEPHEN SANDRA MARIE 6335 GORDON RD WILMINGTON NC 28411 R04300-003-026-016 WILLIAMS WENDY A 1905 GORDON ACRES DR WILMINGTON NC 28405 R04300-003-019-000 PAGE LINDA H 110 CANNON RD WILMINGTON NC 28405 R04300-003-026-001 WHITMAN FRED A DORIS H 505 BRADDOCK ST WILMINGTON NC 28409 R04300-003-004-000 DREW JAMES S SANDRA M 6335 GORDON RD WILMINGTON NC 28405 R04300-003-026-018 MARTINEZ WENCESLAO W P 331 COTTONWOOD LN CASTLE HAYNE NC 28429 R04300-003-002-000 DAISY LEE DRIVE HOA 837 DAISY LEE DR WILMINGTON NC 28411 R04300-003-166-000 PLUMMER TIFFANY D 1931 DANIEL BOON TRL WILMINGTON NC 28411 R04300-003-003-000 ROLINA HOMES NC LLC 501 BRAMSON CT UNIT 400 MOUNT PLEASANT SC 29464 R04300-003-050-000 LANDEN JOHN W IV 1838 SIR TYLER DR SUITE 203 WILMINGTON NC 28405 R04300-003-186-000 LAWTON TONYA F 2033 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-026-023 JONES DONALD A 1917 GORDON ACRES DR WILMINGTON NC 28405 R04300-003-164-000 PEREZ RUFINO GRISELDA 6325 GORDON RD WILMINGTON NC 28411 R04300-007-040-000 ADVANCED INVESTMENT RESOURCES PO BOX 4735 WILMINGTON NC 28406 R04300-003-011-000 FIGUEROA KIMBERLY LYNN 1924 DANIEL BOONE TRL WILMINGTON NC 28403 R04300-003-026-028 SOUTH MASONRY CORP 140 BLUNT ST WILMINGTON NC 28411 R04300-003-190-000 CARGILE NICOLE D 2040 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-026-000 RABON JAMES R LYNN E 1934 GORDON ACRES DR WILMINGTON NC 28411 R04300-003-002-003 HOFFMAN GERALDINE T 1001 DAISY LEE DR WILMINGTON NC 28405 R04300-003-183-000 REAVES CORALETHA T 2025 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-004-001 BLENDIN MEADOWS HOA INC 14 S FIFTH AVE WILMINGTON NC 28401 R04300-003-026-022 CAIANIELLO JULIA W 1915 GORDON ACRES DR WILMINGTON NC 28411 R04300-003-026-013 SOUTH MASONRY CORPORATION 140 BLOUNT DR WILMINGTON NC 28411 R04300-003-007-000 STRICKLAND TIMOTHY G KIMBERLY 1908 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-026-019 NEW HANOVER COUNTY WATER /SEWER AUTH 320 CHESTNUT ST WILMINGTON NC 28401 R04300-003-026-029 WHITMAN FRED A DORIS H 505 BRADDOCK ST WILMINGTON NC 28409 R04300-003-026-024 ZEMAN PETER A JAMIE A 4212 THURSLEY RD WILMINGTON NC 28412 R04300-003-026-011 DEVRIES MICHAEL D SARAH 2010 TRINITY AVE WILMINGTON NC 28411 R04300-003-010-000 CAULDER CARL LLOYD JR LAURIE A 8428 SIDBURY RD WILMINGTON NC 28405 R04300-003-057-000 NGUYEN CANH ETAL 824 BLUESTONE RD DURHAM NC 27713 R04300-003-017-000 ALLEN MICHAEL JR 2010 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-006-000 HOLLINGSWORTH JIMMY D HELEN 1902 DANIEL BOONE TRL WILMINGTON NC 28405 R04300-003-026-021 LENNON ROBERT ANNE G 918 POTOMAC DR WILMINGTON NC 28411 R04300-003-026-030 WHITMAN FRED A DORIS H 505 BRADDOCK ST WILMINGTON NC 28409 R04300-003-026-012 MCKEITHAN IRENE H 2771 WATHA RD WILLARD NC 28478 R04300-003-026-014 GARCIA LUIS A TOMASA DE LA L 1927 GORDON ACRES DR WILMINGTON NC 28411 R04300-003-025-000 NGUYEN CANH ETAL 824 BLUESTONE RD DURHAM NC 27713 R04300-003-163-000 SANCHEZ ESAU R 140 BLOUNT DR WILMINGTON NC 28411 R04300-003-026-026 TWIGG RONALD ANITA 6441 GORDON RD WILMINGTON NC 28411 R04300-003-176-000 BRAGG LAUREN N 2011 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-013-000 DE FONTES ADRIENNE R 510 DOGWOOD LN WILMINGTON NC 28409 R04300-003-026-008 RUEDA LANDERO ALEJANDRO 1925 GORDON ACRES DR WILMINGTON NC 28411 R04300-003-175-000 WILLIAMS JOY E 2009 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-171-000 JOHNSON YVONNIA E 2001 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-182-000 JOHNSON TERRI 2023 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-187-000 GOODMAN NIGREA L 2037 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-168-000 HUGHES KEVIN W KATHY L 1935 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-195-000 KENNEDY JAMES L 2010 TRINITY AVE WILMINGTON NC 28411 R04300-003-185-000 BROWN SEQUANA S 2029 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-167-000 TAYLOR MARQUITA V 1933 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-181-000 WASHINGTON CAROLYN L 2021 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-015-000 SEAWELL WILLIAM W III 2004 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-026-007 WARD YVONNE JANEL 1911 GORDON ACRES DR WILMINGTON NC 28405 R04300-003-026-015 TURNER WILLIAM E KIMBERLY M 1907 GORDON ACRES DR WILMINGTON NC 28411 R04300-003-014-000 OTT MICHALE R ETAL 2000 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-173-000 DAVIS DEVINE X ETAL 2005 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-193-000 CAPE FEAR HABITAT FOR HUMANITY INC 3310 FREDERICKSON RD WILMINGTON NC 28401 R04300-003-016-000 WILSON MATTHEW C JORDAN P 2008 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-170-000 GODWIN VANESSA A 1939 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-180-000 ABRAHAM DONNISHIA B 2019 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-177-000 NIXON GEORGINA 2013 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-174-000 PATTERSON COURTNEY S 2007 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-172-000 REID BREANNA J 2003 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-026-010 NGUYEN CANH ETAL 824 BLUESTONE RD DURHAM NC 27713 R04300-003-178-000 PRICE SHARRON K 2015 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-026-020 SANCHEZ ESAU R 1925 GORDON ACRES DR WILMINGTON NC 28411 R04300-003-179-000 JOHNSON ANNIE M 2017 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-184-000 TOON SHARNAY M 2027 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-189-000 GALLIMORE YELITZA V 2045 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-009-000 CAULDER CARL LLOYD JR LAURIE 8428 SIDBURY RD WILMINGTON NC 28405 R04300-003-192-000 BROWN CARLENA W 2032 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-018-000 PAGE LINDA H 110 CANNON RD WILMINGTON NC 28405 R04300-003-188-000 WALLS BRANDY M 2041 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-012-000 ELLIS LESSLIE M Y 1928 DANIEL BOONE TRL WILMINGTON NC 28411 R04300-003-002-006 CAUSEY MICHAEL B JOYCE H 1000 DAISY LEE DR WILMINGTON NC 28405 R04307-009-024-000 CWIKLINSKI BRIAN HEATHER 2607 SAPLING CIR WILMINGTON NC 28405 R04307-002-050-000 RANDOLPH BRITTIN 2620 SAPLING CT WILMINGTON NC 28411 R04307-009-015-000 KNAPE WESLEY W JR LYNN W 418 HIGHGREEN DR WILMINGTON NC 28411 R04307-009-016-000 REDD BRITTANY N 2204 MERKLEBAY CT WILMINGTON NC 28411 R04307-002-044-000 HIGH DONALD JOSEPH 4126 BREEZEWOOF DR APT D WILMINGTON NC 28412 R04311-003-002-000 BELL ROSE JANE HEIRS 1869 MISSION HILL DR WILMINGTON NC 28405 R04307-002-043-000 DAVILA GLORIA ETAL 2606 CONIFER CT WILMINGTON NC 28411 R04311-003-005-000 LEE CORI ANN ETAL 1853 MISSION HILLS DR WILMINGTON NC 28405 R04311-003-027-000 ADVANCED INVESTMENT RESOURCES PO BOX 4735 WILMINGTON NC 28406 R04307-009-017-000 COLLINS WENDE L 2206 MERKLEBAY CT WILMINGTON NC 28405 R04307-002-049-000 LALLO ALJON J ET UX 2618 SAPLING CIR WILMINGTON NC 28411 R04311-003-004-000 ADVANCED INVESTMENT RESOURCES PO BOX 4735 WILMINGTON NC 28406 R04307-009-021-000 KNAPE WESLEY W JR LYNN W 418 HIGHGREEN DR WILMINGTON NC 28411 R04307-002-053-000 JERABEK ROBERT E LESLIE A 118 DEERFIELD DR HAMPSTEAD NC 28443 R04307-009-012-000 COYLE DONNA M 2621 SAPLING CIR WILMINGTON NC 28411 R04311-003-003-000 ADVANCED INVESTMENT RESOURCES PO BOX 4735 WILMINGTON NC 28406 R04311-003-026-000 ADVANCED INVESTMENT RESOURCES PO BOX 4735 WILMINGTON NC 28406 R04311-003-022-000 GOUGE JENNIFER 1858 MISSION HILLS DR WILMINGTON NC 28405 R04307-009-014-000 JORDAN JACQUELINE 2615 SAPLING CIR WILMINGTON NC 28411 R04307-002-051-000 SHEESLEY JOEL MEREDITH 7509 ALOFT WAY WILMINGTON NC 28411 R04307-002-048-000 HELLMER SHERRY C 2616 SAPLING CIR WILMINGTON NC 28411 R04307-009-013-000 PHILLIPS RONALD MILTON JR 79 BRACKETT RD GORHAM ME 4038 R04307-009-023-000 NEWMAN BRYAN E DEBORAH L 2609 SAPLING CIR WILMINGTON NC 28411 R04307-002-052-000 TOWNSEND ROBERT A SR 2624 SAPLING CIR WILMINGTON NC 28405 R04311-003-024-000 ADVANCED INVESTMENT RESOURCES PO BOX 4735 WILMINGTON NC 28406 R04311-003-023-000 ADVANCED INVESTMENT RESOURCES PO BOX 4735 WILMINGTON NC 28406 R04307-009-022-000 CANKAY SADETTIN DONNA 231 RYERSON RD LINCOLN PARK NJ 7035 R04307-009-011-000 MCCONNELL CAMERON ETAL 2625 SAPLING CIR WILMINGTON NC 28411 R04307-002-046-000 GARCIA KELIN 2612 SAPLING CIR WILMINGTON NC 28411 R04311-003-001-000 ADVANCED INVESTMENT RESOURCES PO BOX 4735 WILMINGTON NC 28406 R04311-003-025-000 ADVANCED INVESTMENT RESOURCES PO BOX 4735 WILMINGTON NC 28406 R04307-002-045-000 MARQUIS KRAIG D 97 EDGEWATER LN WILMINGTON NC 28403 R04307-002-047-000 GASSNER HENRY ETAL 2614 SAPLING CIR WILMINGTON NC 28411 March 7, 2025 RE: Community Meeting for Conditional Rezoning Request for property at 6425 & 6437 Gordon Road and 1927 Gordon Acres Drive We invite you to join us for a community meeting for the proposed conditional rezoning of property located at 6425 & 6437 Gordon Road and 1927 Gordon Acres Drive, Wilmington, North Carolina and identified as New Hanover County Parcels: R04300-003-025-000, R04300- 003-057-000, & R04300-003-026-010. The current zoning of the property is R-15 (low density residential). The proposed conditional rezoning would be R-5 (moderate-high residential) with a proposed density of 8.0 units/acre consisting of single family units. Please reference the attached illustration of the concept site plan. We welcome the opportunity to discuss the proposed project with you at the community meeting where you can drop by and we will answer any questions. The community meeting will be held on March 18th, 2025 from 5:00-6:00 p.m. at Ogden Baptist Church, located at 7121 Market Street, Wilmington, North Carolina, 28411. If you cannot attend the community meeting, you can send questions and comments to heroncovedevelopment@gmail.com. We look forward to seeing you at 5:00 p.m. on March 18, 2025 at: Ogden Baptist Church 7121 Market Street Wilmington, NC 28411 GO R D O N R D . (P U B L I C R / W ) GORDON ACRES DR. (PRIVATE R/W) DANIEL BOONE TRL. (PRIVATE R/W) S A P L I N G C I R . ( P R I V A T E R / W ) 25' 1 2,752 sf 43' PROPOSED ROAD-A (PRIVATE 40' R/W) PR O P O S E D R O A D - B (P R I V A T E 3 5 ' R / W ) PR O P O S E D R O A D - C (P R I V A T E 4 0 ' R / W ) OPEN SPACE & STORMWATER POND AREA 64 ' 67' 34' NOR T H 2 2,752 sf 3 2,752 sf 4 2,752 sf 5 2,752 sf 6 2,752 sf 7 2,752 sf 8 2,752 sf 9 2,752 sf 10 2,752 sf 86 2,752 sf 85 2,752 sf 84 2,752 sf 83 3,067 sf 82 3,827 sf 81 3,862 sf 80 2,752 sf 79 2,752 sf 78 2,752 sf 77 2,752 sf 11 2,752 sf 76 2,752 sf 12 2,752 sf 75 2,752 sf 13 2,752 sf 74 2,752 sf 14 2,752 sf 73 2,752 sf 15 2,752 sf 72 2,752 sf 16 2,752 sf 71 2,752 sf 17 2,752 sf 70 2,752 sf 18 2,752 sf 69 2,752 sf 19 2,752 sf 68 2,752 sf 20 2,752 sf 67 2,752 sf 21 2,752 sf 66 2,752 sf 22 2,752 sf 65 2,752 sf 23 2,752 sf 64 2,752 sf 24 2,752 sf 63 2,752 sf 25 2,752 sf 62 2,752 sf 26 2,752 sf 61 2,752 sf 27 2,752 sf 60 2,752 sf 28 2,752 sf 59 2,752 sf 29 2,752 sf 58 2,752 sf 30 2,752 sf 57 2,752 sf 31 2,752 sf 56 2,752 sf 32 2,752 sf 55 2,752 sf 33 2,752 sf 54 2,752 sf 34 2,752 sf 53 2,752 sf 35 2,752 sf 52 2,752 sf 36 4,511 sf 51 2,752 sf 50 2,752 sf 37 2,752 sf 49 2,752 sf 48 2,752 sf 47 2,752 sf 46 3,660 sf 38 2,752 sf 39 2,752 sf 40 2,752 sf 41 2,752 sf 42 2,8 2 2 s f 43 2,8 4 3 s f 65' 44 2,8 6 4 s f 45 2,8 8 5 s f OPEN SPACE & STORMWATER POND AREA OPEN SPACE & STORMWATER POND AREA AP P R O X . L O C A T I O N E X I S T I N G PO T E N T I A L S T R E A M A P P R O X . L O C A T I O N E X I S T I N G P O T E N T I A L S T R E A M C-1P 1 1" = 100' REVISIONS PROJECT NUMBER: DRAWING NUMBER: CHECKED: APPROVED: DRAWN: DATE: SCALE: SHEET SIZE: CLIENT INFORMATION: VICINITY MAP (NOT TO SCALE): 2025 CLIENT INFORMATION: River Birch Investments, LLC PO Box 538 Wrightsville Beach, NC 28480 Ph. 910-399-5688 OF 1 JAE CDC CDC 24x36 2/20/2025 PRE L I M I N A R Y DRA W I N G D O N O T U S E FOR C O N S T R U C T I O N GO R D O N R D . SITE GO R D O N A C R E S D R . DA N I E L B O O N E T R L . DA I S Y L E E D R . M I L I T A R Y C U T O F F E X T . MIS S I O N H I L L S D R . PA T S Y L N . OG D E N P A R K D R . G O R D O N R D . SITE GO R D O N A C R E S D R . DA N I E L B O O N E T R L . DA I S Y L E E D R . M I L I T A R Y C U T O F F E X T . MIS S I O N H I L L S D R . PA T S Y L N . OG D E N P A R K D R . PROPERTY LINE RIGHT OF WAY ADJOINERS PROPOSED LOTLINE EX. EOP PROP. EASEMENT 3:1 GRASSED SWALE CENTER LINE WATERLINE SANITARY SEWER LINE FIRE HYDRANT ASSY BLOW OFF ASSEMBLY GATE VALVE REDUCER OPEN SPACE LEGEND 1. EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM CAPE FEAR PUBLIC UTILITY AUTHORITY PUBLIC MAINS. 2. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE INSTALLED UNDERGROUND. 3. ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS & STANDARDS. 4. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR "FINAL APPROVAL.". CALL 332-6558 FOR INFORMATION. 5. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THE LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE. 6.IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. 7. WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED, SINGLE-STRAND COPPER WIRE INSTALLED & STRAPPED TO THE PIPES WITH DUCT TAPE. THIS IS TO BE ACCESSIBLE IN ALL VALVES AND METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES. 8. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 9. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT-OF-WAY LINE. SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE. 10. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF CLASS 50 D.I.P. WITH PROTECTO 401 CERAMIC EPOXY LINING. 11.MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS. 12. NO FLEXIBLE COUPLINGS SHALL BE USED. 13. ALL STAINLESS STEEL FASTENERS SHALL BE 316. 14. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. CALL NC811 AT 811 OR 1-800-632-4949. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM. 15. THE BELLSOUTH CONTACT IS STEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT 910-392-8712. CONTACT HIM PRIOR TO STARTING THE PROJECT IN ORDER TO FACILITATE GOOD COMMUNICATION AND MAXIMUM FLEXIBILITY. 16. THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BE ESTABLISHED. * POWER WILL PLACE THEIR CABLE FIRST - APPROXIMATELY 3' DEEP. * BELLSOUTH & CABLE TV WILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2' DEEP. 17. SHOULD ADDITIONAL SERVICES BE LOCATED DURING CONSTRUCTION, THEY MUST EITHER BE UTILIZED OR ABANDONED. 18. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR TEMPORARY STABILIZATION/RELOCATION OF POWER POLES AND ASSOCIATED HARDWARE. UTILITY NOTES: FIRE & SAFETY NOTES: 1. PARKING AND LANDSCAPING CANNOT BLOCK FIRE HYDRANTS. 2. ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUCTION SITE AT ALL TIMES. 3.ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH STORZ QUICK CONNECTS ON A 4.5 INCH STEAMER IN COMPLIANCE WITH NHC FIRE SERVICE REQUIREMENTS. SITE DATA PARCEL ID:R04300-003-025-000, R04300-003-057-000, R04300-003-026-010 CURRENT ZONING:R-5 (PERFORMANCE RESIDENTIAL) PROJECT ADDRESS:6425, 6437 GORDON RD. & 1927 GORDON ACRES DR. WILMINGTON, NC 28411 CURRENT OWNER:NGUYEN CANH ETAL 824 BLUESTONE RD DURHAM, NC 27713 TOTAL ACREAGE IN PROJECT BOUNDARY:“6) “$& MAXIMUM DENSITY:8 D.U./ACRE (8 X 10.8=86.4 D.U. ALLOWED) PROPOSED UNITS:86 LOTS MAXIMUM BUILDING HEIGHT:40' TOTAL OPEN SPACE REQUIREMENT: (20% OF SITE AREA) REQUIRED 10.8 AC. X 20%= 2.16 AC PROVIDED:2.78 AC DEVELOPMENT NOTES: 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE 2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS. 3.RUNOFF FROM ALL IMPERVIOUS SURFACES TO BE DIRECTED TO STORMWATER FACILITY 4. MIN. 10' SEPARATION BETWEEN BUILDINGS REQUIRED FOR PERFORMANCE RESIDENTIAL. 5. PROPOSED STREET TO MEET NEW HANOVER COUNTY SUBDIVISION ORDINANCE MINIMUM STANDARDS FOR PRIVATE STREETS. 6. DEVELOPER IS RESPONSIBLE FOR STREET SIGN AND STREET LIGHTING INSTALLATION IN ACCORDANCE WITH NEW HANOVER COUNTY SUBDIVISION ORDINANCE. 7. ALL OPEN SPACES, COMMON AREAS, PRIVATE ROW'S, EASEMENTS, AND DRAINAGE POND AREAS TO BE MAINTAINED BY THE DEVELOPER UNTIL THEY'RE TURNED OVER TO THE HOME OWNERS ASSOCIATION. PE R F O R M A N C E R E S I D E N T I A L PR E L I M I N A R Y S I T E P L A N 200'100'50'100'0' Scale: 1"=100' OPTION 1: GO R D O N R D . (P U B L I C R / W ) GORDON ACRES DR. (PRIVATE R/W) DANIEL BOONE TRL. (PRIVATE R/W) S A P L I N G C I R . ( P R I V A T E R / W ) 25' 1 2,752 sf 43' PROPOSED ROAD-A (PRIVATE 40' R/W) OPEN SPACE & STORMWATER POND AREA NOR T H 2 2,752 sf 3 2,752 sf 4 2,752 sf 5 2,752 sf 6 2,752 sf 7 2,752 sf 8 2,752 sf 9 2,752 sf 10 2,752 sf 86 2,752 sf 85 2,752 sf 84 2,752 sf 83 3,067 sf 82 3,827 sf 81 3,862 sf 80 2,752 sf 79 2,752 sf 78 2,752 sf 77 2,752 sf 11 2,752 sf 76 2,752 sf 12 2,752 sf 75 2,752 sf 13 2,752 sf 74 2,752 sf 14 2,752 sf 73 2,752 sf 15 2,752 sf 72 2,752 sf 16 2,752 sf 71 2,752 sf 17 2,752 sf 70 2,752 sf 18 2,752 sf 69 2,752 sf 19 2,752 sf 68 2,752 sf 20 2,752 sf 67 2,752 sf 21 2,752 sf 66 2,752 sf 22 2,752 sf 65 2,752 sf 23 2,752 sf 64 2,752 sf 24 2,752 sf 63 2,752 sf 25 2,752 sf 62 2,752 sf 26 2,752 sf 61 2,752 sf 27 2,752 sf 60 2,752 sf 28 2,752 sf 59 2,752 sf 29 2,752 sf 58 2,752 sf 30 2,752 sf 57 2,752 sf 31 2,752 sf 56 2,752 sf 32 2,752 sf 55 2,752 sf 33 2,752 sf 54 2,752 sf 34 2,752 sf 53 2,752 sf 35 2,752 sf 52 2,752 sf 36 2,752 sf 51 2,752 sf 50 2,752 sf 37 2,752 sf 49 2,752 sf 48 2,752 sf 47 3,140 sf 46 3,040 sf 38 2,752 sf 39 2,752 sf 40 2,752 sf 41 2,752 sf OPEN SPACE & STORMWATER POND AREA OPEN SPACE & STORMWATER POND AREA AP P R O X . L O C A T I O N E X I S T I N G PO T E N T I A L S T R E A M A P P R O X . L O C A T I O N E X I S T I N G P O T E N T I A L S T R E A M 42 2,752 sf 43 3,260 sf 44 3,177 sf45 3,509 sf 64 ' 6 4 ' 35' P-2 1 1" = 100' REVISIONS PROJECT NUMBER: DRAWING NUMBER: CHECKED: APPROVED: DRAWN: DATE: SCALE: SHEET SIZE: CLIENT INFORMATION: VICINITY MAP (NOT TO SCALE): 2025 CLIENT INFORMATION: River Birch Investments, LLC PO Box 538 Wrightsville Beach, NC 28480 Ph. 910-399-5688 OF 1 JAE CDC CDC 24x36 2/28/2025 PRE L I M I N A R Y DRA W I N G D O N O T U S E FOR C O N S T R U C T I O N GO R D O N R D . SITE GO R D O N A C R E S D R . DA N I E L B O O N E T R L . DA I S Y L E E D R . M I L I T A R Y C U T O F F E X T . MIS S I O N H I L L S D R . PA T S Y L N . OG D E N P A R K D R . G O R D O N R D . SITE GO R D O N A C R E S D R . DA N I E L B O O N E T R L . DA I S Y L E E D R . M I L I T A R Y C U T O F F E X T . MIS S I O N H I L L S D R . PA T S Y L N . OG D E N P A R K D R . PROPERTY LINE RIGHT OF WAY ADJOINERS PROPOSED LOTLINE EX. EOP PROP. EASEMENT 3:1 GRASSED SWALE CENTER LINE WATERLINE SANITARY SEWER LINE FIRE HYDRANT ASSY BLOW OFF ASSEMBLY GATE VALVE REDUCER OPEN SPACE LEGEND 1. EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM CAPE FEAR PUBLIC UTILITY AUTHORITY PUBLIC MAINS. 2. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE INSTALLED UNDERGROUND. 3. ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS & STANDARDS. 4. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR "FINAL APPROVAL.". CALL 332-6558 FOR INFORMATION. 5. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THE LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE. 6.IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. 7. WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED, SINGLE-STRAND COPPER WIRE INSTALLED & STRAPPED TO THE PIPES WITH DUCT TAPE. THIS IS TO BE ACCESSIBLE IN ALL VALVES AND METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES. 8. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 9. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT-OF-WAY LINE. SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE. 10. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF CLASS 50 D.I.P. WITH PROTECTO 401 CERAMIC EPOXY LINING. 11.MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS. 12. NO FLEXIBLE COUPLINGS SHALL BE USED. 13. ALL STAINLESS STEEL FASTENERS SHALL BE 316. 14. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. CALL NC811 AT 811 OR 1-800-632-4949. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM. 15. THE BELLSOUTH CONTACT IS STEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT 910-392-8712. CONTACT HIM PRIOR TO STARTING THE PROJECT IN ORDER TO FACILITATE GOOD COMMUNICATION AND MAXIMUM FLEXIBILITY. 16. THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BE ESTABLISHED. * POWER WILL PLACE THEIR CABLE FIRST - APPROXIMATELY 3' DEEP. * BELLSOUTH & CABLE TV WILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2' DEEP. 17. SHOULD ADDITIONAL SERVICES BE LOCATED DURING CONSTRUCTION, THEY MUST EITHER BE UTILIZED OR ABANDONED. 18. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR TEMPORARY STABILIZATION/RELOCATION OF POWER POLES AND ASSOCIATED HARDWARE. UTILITY NOTES: FIRE & SAFETY NOTES: 1. PARKING AND LANDSCAPING CANNOT BLOCK FIRE HYDRANTS. 2. ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUCTION SITE AT ALL TIMES. 3.ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH STORZ QUICK CONNECTS ON A 4.5 INCH STEAMER IN COMPLIANCE WITH NHC FIRE SERVICE REQUIREMENTS. SITE DATA PARCEL ID:R04300-003-025-000, R04300-003-057-000, R04300-003-026-010 CURRENT ZONING:R-5 (PERFORMANCE RESIDENTIAL) PROJECT ADDRESS:6425, 6437 GORDON RD. & 1927 GORDON ACRES DR. WILMINGTON, NC 28411 CURRENT OWNER:NGUYEN CANH ETAL 824 BLUESTONE RD DURHAM, NC 27713 TOTAL ACREAGE IN PROJECT BOUNDARY:“6) “$& MAXIMUM DENSITY:8 D.U./ACRE (8 X 10.8=86.4 D.U. ALLOWED) PROPOSED UNITS:86 LOTS MAXIMUM BUILDING HEIGHT:40' TOTAL OPEN SPACE REQUIREMENT: (20% OF SITE AREA) REQUIRED 10.8 AC. X 20%= 2.16 AC PROVIDED:3.1 AC DEVELOPMENT NOTES: 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE 2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS. 3.RUNOFF FROM ALL IMPERVIOUS SURFACES TO BE DIRECTED TO STORMWATER FACILITY 4. MIN. 10' SEPARATION BETWEEN BUILDINGS REQUIRED FOR PERFORMANCE RESIDENTIAL. 5. PROPOSED STREET TO MEET NEW HANOVER COUNTY SUBDIVISION ORDINANCE MINIMUM STANDARDS FOR PRIVATE STREETS. 6. DEVELOPER IS RESPONSIBLE FOR STREET SIGN AND STREET LIGHTING INSTALLATION IN ACCORDANCE WITH NEW HANOVER COUNTY SUBDIVISION ORDINANCE. 7. ALL OPEN SPACES, COMMON AREAS, PRIVATE ROW'S, EASEMENTS, AND DRAINAGE POND AREAS TO BE MAINTAINED BY THE DEVELOPER UNTIL THEY'RE TURNED OVER TO THE HOME OWNERS ASSOCIATION. PE R F O R M A N C E R E S I D E N T I A L PR E L I M I N A R Y S I T E P L A N 200'100'50'100'0' Scale: 1"=100' OPTION 2: Copy of all materials distributed or presented at the meeting. v v H T R 1SFD 1SFD S S 1SBKD S 1SFD SS S 1SFD S 1SFD 1SFD S 1SFD 1SFD 1SFD WD D E C K W D D E C K W D D E C K HTR HTR 1SFD 1SFD H T R S G G HTR S HTR S S S GR S S 60" WD 4 8 " W D 3 6 " W W 4 2 " C H L W 15 ' GR V CONC WOODS WOODS P R IV A T E D R IV E 17 .6 ' B S T B R ID G E WO O D E N D E C K W D G R V S OIL/ GR V GR BRIDGE FOOT BST SR 2048 GORDON RD 26' BST BST BST BST T T T T T T C C HH END 8 "P V C 16"PVC 8 "P V C FO FO FO THIS STRUCTURE INFORMATION FOR NO UTILITY RECORD THIS STRUCTURE INFORMATION FOR NO UTILITY RECORD 36" RCP 18" RCP 36" RCP 30" RCP 18" RCP 48" C M P 18" CMP 3 6 " C M P 6 0 . 0 0 ' SIGHT DISTANCE 10 'X70 ' SIGHT DISTANCE10'X70' ROLAND TWIGG, ET UX FRED A. WHITMAN, ET UX RESOURCES, LLC. ADVANCED INVESTMENT RESOURCES, LLC. ADVANCED INVESTMENT ET UX JIMMY D. HOLLINSWORTH, DB 2964 PG 009 DB 4361 PG 348 DB 1954 PG 220 MB 21 PG 64 DB 4877 PG 781 DB 3754 PG 283 MB 48 PG 122 MB 21 PG 64 DB 4881 PG 730 DB 4877 PG 781 DB 3754 PG 283 S 2 9 ° 4 4 ' 5 2 " W 18 6 . 0 8 ' N 2 7 ° 5 7 ' 4 5 " E 16 2 . 3 1' N 2 9 ° 5 4 ' 5 7 " E 19 9 . 4 8 ' N 2 9 ° 5 1' 4 7 " E 19 9 . 0 0 ' S 60°05'08" E 99.82' S 60°05'08" E 125.35' S 60°05'08" E 25.00' S 60°15'07" E 116.27' S 2 9 ° 4 4 ' 4 1" W 9 9 . 5 7 ' S 60°15'08" E 169.48' MB 21 PG 64 30' DRAINAGE EASEMENT M B 4 8 P G 12 2 3 0 ' U T IL IT Y E A S E M E N T MB 48 PG 122 UTILITY EASEMENT 10' UTILITY EASEMENT DB 4877 PG 781 10' UTILITY EASEMENT DB 4544 PG 241 EXISTING R/W EXISTING R/W EIP EIR EIPEIP EIR CM CM STRICKLAND, ET UX TIMOTHY G. DB 1218 PG 1387 DB 2208 PG 437 DB 6313 PG 972 DB 3549 PG 725 IRENE H. McKEITHAN DB 1180 PG 109 DB 1139 PG 556 DB 1199 PG 1105 ROSE J. BELL MB 21 PG 64 DB 2171 PG 234 RESOURCES, LLC. ADVANCED INVESTMENT DB 6313 PG 972 DB 1218 PG 1387 CANH NGUYEN, ET AL MB 35 PG 009 DB 2168 PG 470 DB 1247 PG 597 DB 5413 PG 244 DB 6171 PG 1240 DB 6230 PG 1423 WANDA B. WELLS DB 1193 PG 694 WILL 9909 PG 1516 N 2 9 ° 5 4 ' 5 7 " E 12 6 . 10 ' S 60°15'08" E 90.82' S 60°15'08" E 85.00' S 60°15'07" E 117.43' N 2 9 ° 5 4 ' 5 7 " E 9 9 . 9 6 ' S 60°05'08" E 225.17' S 2 9 ° 4 4 ' 4 1" W 9 0 . 0 0 ' S 60°15'08" E 192.93' D B 4 3 6 1 P G 3 4 8 U T IL IT Y E A S E M E N T 6 0 . 0 0 ' S 60°15'08" E 85.00' S 60°15'08" E 60.00' S 2 9 ° 4 4 ' 5 2 " W 18 6 . 15 ' S 2 9 ° 4 4 ' 5 2 " W 18 6 . 15 ' S 2 9 ° 4 4 ' 5 2 " W 18 6 . 12 ' RESOURCES, LLC. ADVANCED INVESTMENT RESOURCES, LLC. ADVANCED INVESTMENT RESOURCES, LLC. ADVANCED INVESTMENT MB 48 PG 122 MB 21 PG 64 DB 4881 PG 730 DB 4877 PG 781 DB 3754 PG 283 MB 48 PG 122 MB 21 PG 64 DB 4881 PG 730 DB 4877 PG 781 DB 3754 PG 283 MB 48 PG 122 MB 21 PG 64 DB 4881 PG 730 DB 4877 PG 781 DB 3754 PG 283 DB 4877 PG 781 10.00' UTILITY EASEMENT 3 6 " C M P 15" C MP S E P T IC D R A IN L IN E S TANK SEPTIC WELL P R I V A T E S T R E E T M I S S I O N H I L L S D R 2 0' B S T P R IV A T E S T R E E T G O R D O N A C R E S D R 3 9 ' B S T SERVICE SERVICE SERVICE SERVICE SERVICE RESOURCES, LLC. ADVANCED INVESTMENT MB 48 PG 122 MB 21 PG 64 DB 4881 PG 730 DB 4877 PG 781 DB 3754 PG 283 70.00' S 1 4 ° 4 4' 5 2 " W 1 0 3 . 2 2' S 1 4 ° 4 4' 5 2 " W 1 7 2 . 9 5' S 1 4 ° 4 4' 5 2 " W 7 1. 8 3' S 2 9 ° 4 5 ' 0 1" W 19 . 17 ' 30.97'41.50' C H = 2 1. 1 7' R = 3 4 9 . 7 9' C H = 7 0 . 2 8 ' R = 3 4 9 . 7 9 ' N 2 9 ° 5 4 ' 5 7 " E 19 8 . 5 4 ' N 2 9 ° 5 4 ' 5 7 " E 9 9 . 9 6 ' N 2 9 ° 5 4 ' 5 7 " E RALPH CARTER DB 1341 PG 178 60.00' DAVID J. MARGUCCIO DB 4544 PG 241 DB 5243 PG 2684 3 0 . 7 5 ' 3 0 . 7 5 ' 1 1 ' 1 1 ' 1 7 . 5 ' 1 1 ' 1 1 ' 15'15' 3 0 . 7 5 ' 3 0 . 7 5 ' 11 ' 11 ' 1 7 . 5 ' 1 1 ' 1 1 ' 20'20' 100' TAPER TYP . 2 1' T Y P. 2 1' T Y P. 2 1' T Y P. 2 1' 10 0 ' T A P E R TO E XIS T IN G 3 . 5 ' 3 0 . 7 5 ' 3 0 . 7 5 ' 11 ' 1 1 ' 1 7 . 5 ' 1 1 ' 1 1' 3 . 5 ' 17 . 5 ' 3 . 5 ' E X I S T I N G T A P E R T O 100' TAPER TYP . 16 ' 1 2' 1 2' 1 0 0 ' 16' 24' 18' DISTURB WELL DO NOT REMOVE REMOVE REMOVE REMOVE RETAIN 15" RCP-IV SEE DETAIL SLV1 V DITCH SPECIAL LATERAL SEE DETAIL SLV1 V DITCH SPECIAL LATERAL SEE DETAIL PO6 BANK STABILIZATION PIPE OUTLET 15" RCP-IV Slope Fill 24" RCP-IV 42" RCP-IV EST. SYGF EST. 70 TONS CLASS I SEE DETAIL PO4 BANK STABILIZATION PIPE OUTLET HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 13 - M A Y - 2 0 2 4 0 9 : 0 6 \ R o a d w a y \ P r o j \ U 6 2 0 2 _ R D Y _ P S H 1 6 . d g n H N T B 8 / 1 7 / 9 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NC License No: C-1554 Raleigh, North Carolina 27609 343 E. Six Forks Road, Suite 200 HNTB NORTH CAROLINA, P.C. 1. ALL DRIVEWAYS HAVE 10' RADII UNLESS OTHERWISE NOTED. NOTE: M A T C H L I N E - L - 1 0 5 + 0 0 S E E S H E E T 1 5 M A T C H LI N E - L- 1 1 3 + 0 0 S E E S H E E T 1 7 U-6202 16 N A D 8 3/ N S R S 2 0 0 7 E E R FES O N A L NG R N N P OS I INE ORTHCARO LIA SEAL 40801 P A U L H . C A M E SEAL R O NEE R FES O N A L NG R N N P OS I INE ORTHCARO LIA SEAL SEAL SNEKCIP .M N O SA J 37950 FOR INTERSECTION DETAIL, SEE SHEET 2B-3 FOR -Y22- PROFILE, SEE SHEET 37 FOR -Y21- PROFILE, SEE SHEET 37 FOR -Y20A- PROFILE, SEE SHEET 37 FOR -L- PROFILE, SEE SHEET 29 10 5 - L - -L- PRC Sta. 105+05.56 110 - L - -L- PT Sta. 110+93.05 -Y21- POT Sta. 12+00.77 -Y22- POT Sta. 10+00.00 10 -Y22- -Y21- POT Sta. 10+00.00 -L- POC Sta. 108+82.91= -Y22- POT Sta. 11+94.37 -L- POC Sta. 110+40.65= - Y2 2 - -L- - Y 2 1- PI Sta 107+99.37 L = 587.49' T = 293.81' R = 12,000.00' D -L- e = NC -Y20A- e = NC e = NC PI Sta 11+49.43 D L = 84.14' T = 44.74' R = 100.00'R = 50.00' T = 20.25' L = 38.48' D PI Sta 10+86.46 -Y20A- -Y20A- POT Sta. 13+03.19 -Y20A- PT Sta. 12+41.55 -Y20A- PC Sta. 11+82.08 -Y20A- PT Sta. 10+92.38 -Y20A- PC Sta. 10+31.71 -Y20A- POT Sta. 10+00.00 -L- POC Sta. 106+89.78= G&C "6-'2 G&C "6-'2 10' MUP 10' MUP + 0 1 . 5 6 + 1 6 . 7 2 -Y21- POT Sta. 11+25.00 END CONSTRUCTION -Y22- POT Sta. 10+75.00 BEGIN CONSTRUCTION 0 2 5 0 2 5 01 01 02 02 02 02 025 025 025 025 01 00 00 01 02 025 025 02 025 025 02 01 01 0 2 5 0 2 5 +15.00 +01.00 +65.72 +61.72 +81.00 +99.00 +13.62 +28.62 EXIST BL8 3 0 ' R 3 0 'R 3 0' R 1 8 0 ' R 1 5 0 ' R 3 0' R 30'R G&C "6-'2 + 5 1 . 7 3 +51.31 + 3 9 . 2 5 + 8 1 . 0 2 + 6 1. 3 7 +98.66 5'REXIST +90.60 PROP. CONC. ISLAND 5' SIDEWALK 5' SIDEWALK +78.39 LT/RT2'-6" C&G END -Y20A- POT Sta. 12+70.00 END CONSTRUCTION 005015 025 015 025 +54.00 8.44'7.83' 5 0' R +38.19 0 2 4 5 ' R + 2 7 . 8 1 0 2 5 0 2 5 30' R15'R WELL SEAL 1 6' 12 '10 ' 16' 18' +30.06 LT/RT END 2'-6" C&G + 7 9 . 7 2 CR CR CR CR CR CR 101 101 109 110 111 112 108 107106 105 104 50.00' LT +85.00 -L- 50.00' LT 69.00' LT 108.00' LT +00.00 -L- 108.00' LT +39.00 -L- 67.00' LT +98.00 -L- 50.00' LT +70.69 -L- 50.00' LT +93.05 -L- 144.00' LT +10.00 -L- 139.00' LT +40.00 -L- 67.00' LT +28.00 -L- 65.00' RT +50.00 -L- 65.00' RT +38.00 -L-60.00' RT +00.00 -L- 60.00' RT +50.00 -L- 75.00' RT +80.00 -L- 50.00' LT 71.48' LT 85.00' LT +52.00 -L- 84.00' LT +12.00 -L- 67.00' LT +16.00 -L- 40.00' LT +65.00 -Y22- 66.94' LT +72.00 -L- 162 163 40.00' LT +45.00 -Y21- 45.00' RT +65.00 -Y22- 50.00' RT +93.05 -L- 90.00' LT +90.00 -L- 10.00' RT 40.00' RT +80.00 -Y22- 67.00' LT +29.00 -L- 67.00' LT +94.00 -L- 66.90' LT +00.00 -L- 50.00' RT 55.00' RT +64.00 -L- 50.00' LT +10.94 -L- 59.00' LT +91.03 -Y21- 30.00' RT +45.00 -Y21- 30.00' RT +28.93 -Y21- 35.53' RT +27.45 -Y21- 102 103 15.00' LT +80.00 -Y20A- 50.00' RT +38.09 -L- 90.00' RT +29.00 -L- 15.00' RT +80.00 -Y20A- 40.00' LT +00.00 -Y20A- 50.00' RT 55.00' RT +25.00 -L- 45.00' LT +00.00 -Y20A- 29.11' RT +93.00 -Y20A- 13.00' RT +07.00 -Y20A- 4.00' LT +95.00 -Y20A- 28.51' RT +66.00 -Y20A- REMOVE REMOVE REMOVE REMOVE R E T AI N R E T A I N R ETA IN R E M O V E R E M O V E TB 2GI CB-G TB 2GI CB-G 1601 1602 1604 1605 1606 1607 1608 1609 1610 1616 1614 CB-G 1618 1619 1613HW REMOVE 1603 CB-F 1611 1612 1617 1627 1628 15" RCP-IV 15" RCP-IV 1623 DI 1621 1622 CB-F 18" RCP-IV RCP-IV 15" RCP-IV 18" 2GI TB 1624 15" R CP-I V 2GI 1615 24" RCP-IV 2 4 " R C P - I V ( Not to Scale) PIPE OUTLET CHANNEL DETAIL PO4 -L- STA. 107+30 LT Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 70 Tons of Class I Rip-Rap d= 3 Ft. Length= 45 Ft. EXI STI NG BANK EXISTING BANKMIN. 2:1 TO TIE MI N. 2: 1 TO TI E d 1625 DI 42" RCP-IV CB-F 1626 RCP-IV 24" 42" RCP-IV 4 8 " R C P - I V 4 8 " R C P - I V 48" RCP-IV 48" RCP-IV MDCB-F MDCB-F MDCB-F MDCB-E MDCB-F 2GI-D 2GI-D TB 2GI CB-E 2GI-SD TB R C P - IV 4 8 " RCP-IV 15" 54" R C P-I V ( Not to Scale) PIPE OUTLET CHANNEL DETAIL PO6 -L- STA. 108+00 LT Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 75 Tons of Class I Rip-Rap d= 3 Ft. Length= 45 Ft. EXI STI NG BANK EXISTING BANKMIN. 2:1 TO TIE MI N. 2: 1 TO TI E d GTD ( Not to Scale) SPECIAL LATERAL 'V' DITCH 3: 1 D FROM -Y22- STA. 10+75 LT TO STA. 11+35 LT FROM -Y20A- STA. 10+50 LT TO STA. 11+00 LT FROM -L- STA. 107+15 RT TO STA. 108+55 RT Min. D=1 Ft. DETAIL SLV1 Ground Natural Flatter3:1 or 15 " 15 " 15" RCP-IV 2GI-D 1630 1629 42" RCP-IV 1631 JB w/ MH w/ MH TB JB R C P- I V 4 2 " 30" RCP-IV RCP-IV 15" C C C C F F C C C F F F F F C F F C C C C C F F C DocuSign Envelope ID: 0948457D-7037-4F38-B7A9-81182959DF9C 5/16/2024 5/16/2024 GO R D O N R D . (P U B L I C R / W ) GORDON ACRES DR. (PRIVATE R/W) DANIEL BOONE TRL. (PRIVATE R/W) S A P L I N G C I R . ( P R I V A T E R / W ) 25' 1 2,752 sf 64 ' 43' PROPOSED ROAD-A (PRIVATE 40' R/W)OP T I O N A L R O A D C O N N C T I O N - A (P R I V A T E 3 5 ' R / W ) OP T I O N A L R O A D C O N N E C T I O N - B (P R I V A T E 4 0 ' R / W ) OPEN SPACE & STORMWATER POND AREA 67' 34' NOR T H 2 2,752 sf 3 2,752 sf 4 2,752 sf 5 2,752 sf 6 2,752 sf 7 2,752 sf 8 2,752 sf 9 2,752 sf 10 2,752 sf 86 2,752 sf 85 2,752 sf 84 2,752 sf 83 3,067 sf 82 3,827 sf 81 3,862 sf 80 2,752 sf 79 2,752 sf 78 2,752 sf 77 2,752 sf 11 2,752 sf 76 2,752 sf 12 2,752 sf 75 2,752 sf 13 2,752 sf 74 2,752 sf 14 2,752 sf 73 2,752 sf 15 2,752 sf 72 2,752 sf 16 2,752 sf 71 2,752 sf 17 2,752 sf 70 2,752 sf 18 2,752 sf 69 2,752 sf 19 2,752 sf 68 2,752 sf 20 2,752 sf 67 2,752 sf 21 2,752 sf 66 2,752 sf 22 2,752 sf 65 2,752 sf 23 2,752 sf 64 2,752 sf 24 2,752 sf 63 2,752 sf 25 2,752 sf 62 2,752 sf 26 2,752 sf 61 2,752 sf 27 2,752 sf 60 2,752 sf 28 2,752 sf 59 2,752 sf 29 2,752 sf 58 2,752 sf 30 2,752 sf 57 2,752 sf 31 2,752 sf 56 2,752 sf 32 2,752 sf 55 2,752 sf 33 2,752 sf 54 2,752 sf 34 2,752 sf 53 2,752 sf 35 2,752 sf 52 2,752 sf 36 4,511 sf 51 2,752 sf 50 2,752 sf 37 2,752 sf 49 2,752 sf 48 2,752 sf 47 2,752 sf 46 3,660 sf 38 2,752 sf 39 2,752 sf 40 2,752 sf 41 2,752 sf 42 2,8 2 2 s f 43 2,8 4 3 s f 65' 44 2,8 6 4 s f 45 2,8 8 5 s f OPEN SPACE & STORMWATER POND AREA OPEN SPACE & STORMWATER POND AREA AP P R O X . L O C A T I O N E X I S T I N G PO T E N T I A L S T R E A M A P P R O X . L O C A T I O N E X I S T I N G P O T E N T I A L S T R E A M P-1 1 1" = 100' REVISIONS PROJECT NUMBER: DRAWING NUMBER: CHECKED: APPROVED: DRAWN: DATE: SCALE: SHEET SIZE: CLIENT INFORMATION: VICINITY MAP (NOT TO SCALE): 2025 CLIENT INFORMATION: River Birch Investments, LLC PO Box 538 Wrightsville Beach, NC 28480 Ph. 910-399-5688 OF 1 JAE CDC CDC 24x36 3/12/2025 PRE L I M I N A R Y DRA W I N G D O N O T U S E FOR C O N S T R U C T I O N GO R D O N R D . SITE GO R D O N A C R E S D R . DA N I E L B O O N E T R L . DA I S Y L E E D R . M I L I T A R Y C U T O F F E X T . MIS S I O N H I L L S D R . PA T S Y L N . OG D E N P A R K D R . G O R D O N R D . SITE GO R D O N A C R E S D R . DA N I E L B O O N E T R L . DA I S Y L E E D R . M I L I T A R Y C U T O F F E X T . MIS S I O N H I L L S D R . PA T S Y L N . OG D E N P A R K D R . PROPERTY LINE RIGHT OF WAY ADJOINERS PROPOSED LOTLINE EX. EOP PROP. EASEMENT 3:1 GRASSED SWALE CENTER LINE WATERLINE SANITARY SEWER LINE FIRE HYDRANT ASSY BLOW OFF ASSEMBLY GATE VALVE REDUCER OPEN SPACE LEGEND 1. EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM CAPE FEAR PUBLIC UTILITY AUTHORITY PUBLIC MAINS. 2. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE INSTALLED UNDERGROUND. 3. ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS & STANDARDS. 4. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR "FINAL APPROVAL.". CALL 332-6558 FOR INFORMATION. 5. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THE LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE. 6.IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. 7. WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED, SINGLE-STRAND COPPER WIRE INSTALLED & STRAPPED TO THE PIPES WITH DUCT TAPE. THIS IS TO BE ACCESSIBLE IN ALL VALVES AND METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES. 8. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 9. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT-OF-WAY LINE. SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE. 10.ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF CLASS 50 D.I.P. WITH PROTECTO 401 CERAMIC EPOXY LINING. 11. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS. 12. NO FLEXIBLE COUPLINGS SHALL BE USED. 13. ALL STAINLESS STEEL FASTENERS SHALL BE 316. 14. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. CALL NC811 AT 811 OR 1-800-632-4949. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM. 15. THE BELLSOUTH CONTACT IS STEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT 910-392-8712. CONTACT HIM PRIOR TO STARTING THE PROJECT IN ORDER TO FACILITATE GOOD COMMUNICATION AND MAXIMUM FLEXIBILITY. 16. THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BE ESTABLISHED. * POWER WILL PLACE THEIR CABLE FIRST - APPROXIMATELY 3' DEEP. * BELLSOUTH & CABLE TV WILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2' DEEP. 17. SHOULD ADDITIONAL SERVICES BE LOCATED DURING CONSTRUCTION, THEY MUST EITHER BE UTILIZED OR ABANDONED. 18. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR TEMPORARY STABILIZATION/RELOCATION OF POWER POLES AND ASSOCIATED HARDWARE. UTILITY NOTES: FIRE & SAFETY NOTES: 1. PARKING AND LANDSCAPING CANNOT BLOCK FIRE HYDRANTS. 2. ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUCTION SITE AT ALL TIMES. 3.ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH STORZ QUICK CONNECTS ON A 4.5 INCH STEAMER IN COMPLIANCE WITH NHC FIRE SERVICE REQUIREMENTS. SITE DATA PARCEL ID:R04300-003-025-000, R04300-003-057-000, R04300-003-026-010 CURRENT ZONING:R-15 PROPOSED ZONING:R-5 (PERFORMANCE RESIDENTIAL) PROJECT ADDRESS:6425, 6437 GORDON RD. & 1927 GORDON ACRES DR. WILMINGTON, NC 28411 CURRENT OWNER:NGUYEN CANH ETAL 824 BLUESTONE RD DURHAM, NC 27713 TOTAL ACREAGE IN PROJECT BOUNDARY:“6) “$& MAXIMUM DENSITY:8 D.U./ACRE (8 X 10.8=86.4 D.U. ALLOWED) PROPOSED UNITS:86 LOTS MAXIMUM BUILDING HEIGHT:40' TOTAL OPEN SPACE REQUIREMENT: (20% OF SITE AREA) REQUIRED 10.8 AC. X 20%= 2.16 AC PROVIDED:2.78 AC DEVELOPMENT NOTES: 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE 2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS. 3. RUNOFF FROM ALL IMPERVIOUS SURFACES TO BE DIRECTED TO STORMWATER FACILITY 4. MIN. 10' SEPARATION BETWEEN BUILDINGS REQUIRED FOR PERFORMANCE RESIDENTIAL. 5. PROPOSED STREET TO MEET NEW HANOVER COUNTY SUBDIVISION ORDINANCE MINIMUM STANDARDS FOR PRIVATE STREETS. 6. DEVELOPER IS RESPONSIBLE FOR STREET SIGN AND STREET LIGHTING INSTALLATION IN ACCORDANCE WITH NEW HANOVER COUNTY SUBDIVISION ORDINANCE. 7. ALL OPEN SPACES, COMMON AREAS, PRIVATE ROW'S, EASEMENTS, AND DRAINAGE POND AREAS TO BE MAINTAINED BY THE DEVELOPER UNTIL THEY'RE TURNED OVER TO THE HOME OWNERS ASSOCIATION. PE R F O R M A N C E R E S I D E N T I A L PR E L I M I N A R Y S I T E P L A N 200'100'50'100'0' Scale: 1"=100' GO R D O N R D . (P U B L I C R / W ) GORDON ACRES DR. (PRIVATE R/W) DANIEL BOONE TRL. (PRIVATE R/W) S A P L I N G C I R . ( P R I V A T E R / W ) 25' 1 2,752 sf 43' PROPOSED ROAD-A (PRIVATE 40' R/W) OPEN SPACE & STORMWATER POND AREA NOR T H 2 2,752 sf 3 2,752 sf 4 2,752 sf 5 2,752 sf 6 2,752 sf 7 2,752 sf 8 2,752 sf 9 2,752 sf 10 2,752 sf 86 2,752 sf 85 2,752 sf 84 2,752 sf 83 3,067 sf 82 3,827 sf 81 3,862 sf 80 2,752 sf 79 2,752 sf 78 2,752 sf 77 2,752 sf 11 2,752 sf 76 2,752 sf 12 2,752 sf 75 2,752 sf 13 2,752 sf 74 2,752 sf 14 2,752 sf 73 2,752 sf 15 2,752 sf 72 2,752 sf 16 2,752 sf 71 2,752 sf 17 2,752 sf 70 2,752 sf 18 2,752 sf 69 2,752 sf 19 2,752 sf 68 2,752 sf 20 2,752 sf 67 2,752 sf 21 2,752 sf 66 2,752 sf 22 2,752 sf 65 2,752 sf 23 2,752 sf 64 2,752 sf 24 2,752 sf 63 2,752 sf 25 2,752 sf 62 2,752 sf 26 2,752 sf 61 2,752 sf 27 2,752 sf 60 2,752 sf 28 2,752 sf 59 2,752 sf 29 2,752 sf 58 2,752 sf 30 2,752 sf 57 2,752 sf 31 2,752 sf 56 2,752 sf 32 2,752 sf 55 2,752 sf 33 2,752 sf 54 2,752 sf 34 2,752 sf 53 2,752 sf 35 2,752 sf 52 2,752 sf 36 2,752 sf 51 2,752 sf 50 2,752 sf 37 2,752 sf 49 2,752 sf 48 2,752 sf 47 3,140 sf 46 3,040 sf 38 2,752 sf 39 2,752 sf 40 2,752 sf 41 2,752 sf OPEN SPACE & STORMWATER POND AREA OPEN SPACE & STORMWATER POND AREA AP P R O X . L O C A T I O N E X I S T I N G PO T E N T I A L S T R E A M A P P R O X . L O C A T I O N E X I S T I N G P O T E N T I A L S T R E A M 42 2,752 sf 43 3,260 sf 44 3,177 sf45 3,509 sf 64 ' 6 4 ' 35' P-2 1 1" = 100' REVISIONS PROJECT NUMBER: DRAWING NUMBER: CHECKED: APPROVED: DRAWN: DATE: SCALE: SHEET SIZE: CLIENT INFORMATION: VICINITY MAP (NOT TO SCALE): 2025 CLIENT INFORMATION: River Birch Investments, LLC PO Box 538 Wrightsville Beach, NC 28480 Ph. 910-399-5688 OF 1 JAE CDC CDC 24x36 3/12/2025 PRE L I M I N A R Y DRA W I N G D O N O T U S E FOR C O N S T R U C T I O N GO R D O N R D . SITE GO R D O N A C R E S D R . DA N I E L B O O N E T R L . DA I S Y L E E D R . M I L I T A R Y C U T O F F E X T . MIS S I O N H I L L S D R . PA T S Y L N . OG D E N P A R K D R . G O R D O N R D . SITE GO R D O N A C R E S D R . DA N I E L B O O N E T R L . DA I S Y L E E D R . M I L I T A R Y C U T O F F E X T . MIS S I O N H I L L S D R . PA T S Y L N . OG D E N P A R K D R . PROPERTY LINE RIGHT OF WAY ADJOINERS PROPOSED LOTLINE EX. EOP PROP. EASEMENT 3:1 GRASSED SWALE CENTER LINE WATERLINE SANITARY SEWER LINE FIRE HYDRANT ASSY BLOW OFF ASSEMBLY GATE VALVE REDUCER OPEN SPACE LEGEND 1.EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM CAPE FEAR PUBLIC UTILITY AUTHORITY PUBLIC MAINS. 2.ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE INSTALLED UNDERGROUND. 3.ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS & STANDARDS. 4.PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR "FINAL APPROVAL.". CALL 332-6558 FOR INFORMATION. 5.ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THE LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE. 6.IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. 7.WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED, SINGLE-STRAND COPPER WIRE INSTALLED & STRAPPED TO THE PIPES WITH DUCT TAPE. THIS IS TO BE ACCESSIBLE IN ALL VALVES AND METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES. 8.SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 9.SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT-OF-WAY LINE. SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE. 10. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF CLASS 50 D.I.P. WITH PROTECTO 401 CERAMIC EPOXY LINING. 11.MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS. 12.NO FLEXIBLE COUPLINGS SHALL BE USED. 13.ALL STAINLESS STEEL FASTENERS SHALL BE 316. 14.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. CALL NC811 AT 811 OR 1-800-632-4949. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM. 15.THE BELLSOUTH CONTACT IS STEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT 910-392-8712. CONTACT HIM PRIOR TO STARTING THE PROJECT IN ORDER TO FACILITATE GOOD COMMUNICATION AND MAXIMUM FLEXIBILITY. 16.THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BE ESTABLISHED. * POWER WILL PLACE THEIR CABLE FIRST - APPROXIMATELY 3' DEEP. * BELLSOUTH & CABLE TV WILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2' DEEP. 17.SHOULD ADDITIONAL SERVICES BE LOCATED DURING CONSTRUCTION, THEY MUST EITHER BE UTILIZED OR ABANDONED. 18.CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR TEMPORARY STABILIZATION/RELOCATION OF POWER POLES AND ASSOCIATED HARDWARE. UTILITY NOTES: FIRE & SAFETY NOTES: 1.PARKING AND LANDSCAPING CANNOT BLOCK FIRE HYDRANTS. 2.ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUCTION SITE AT ALL TIMES. 3.ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH STORZ QUICK CONNECTS ON A 4.5 INCH STEAMER IN COMPLIANCE WITH NHC FIRE SERVICE REQUIREMENTS. SITE DATA PARCEL ID:R04300-003-025-000, R04300-003-057-000, R04300-003-026-010 CURRENT ZONING:R-15 PROPOSED ZONING:R-5 (PERFORMANCE RESIDENTIAL) PROJECT ADDRESS:6425, 6437 GORDON RD. & 1927 GORDON ACRES DR. WILMINGTON, NC 28411 CURRENT OWNER:NGUYEN CANH ETAL 824 BLUESTONE RD DURHAM, NC 27713 TOTAL ACREAGE IN PROJECT BOUNDARY:“6) “$& MAXIMUM DENSITY:8 D.U./ACRE (8 X 10.8=86.4 D.U. ALLOWED) PROPOSED UNITS:86 LOTS MAXIMUM BUILDING HEIGHT:40' TOTAL OPEN SPACE REQUIREMENT: (20% OF SITE AREA) REQUIRED 10.8 AC. X 20%= 2.16 AC PROVIDED:3.1 AC DEVELOPMENT NOTES: 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE 2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS. 3. RUNOFF FROM ALL IMPERVIOUS SURFACES TO BE DIRECTED TO STORMWATER FACILITY 4. MIN. 10' SEPARATION BETWEEN BUILDINGS REQUIRED FOR PERFORMANCE RESIDENTIAL. 5. PROPOSED STREET TO MEET NEW HANOVER COUNTY SUBDIVISION ORDINANCE MINIMUM STANDARDS FOR PRIVATE STREETS. 6. DEVELOPER IS RESPONSIBLE FOR STREET SIGN AND STREET LIGHTING INSTALLATION IN ACCORDANCE WITH NEW HANOVER COUNTY SUBDIVISION ORDINANCE. 7. ALL OPEN SPACES, COMMON AREAS, PRIVATE ROW'S, EASEMENTS, AND DRAINAGE POND AREAS TO BE MAINTAINED BY THE DEVELOPER UNTIL THEY'RE TURNED OVER TO THE HOME OWNERS ASSOCIATION. PE R F O R M A N C E R E S I D E N T I A L PR E L I M I N A R Y S I T E P L A N 200'100'50'100'0' Scale: 1"=100'