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Home My WebLink AboutNCC232488_Site Plan or Location Map_20230818 .. N'------------_,P RD CONSTRUCTIONPLANS 4, vile iagigrp• TR 2 �sv 00"N I 1.04.1111.4 Ai MILL STONE CREEK SUBDIVISION 7/�Jdi INDVOsiTAITEICNIP - 8522-204 SIX FORKS ROAD SITE // RALEIGH,919.845.N600TH CAROLINA 27615 3 FAX ENGR. E 919.84FIRM0 LICENSE00 NO. F-0843 CITY OF WILSON, WILSON COUNTY, NORTH CAROLINA ' 4,,,, �US 264A - \\\\\\\IIIIIIII//// l - v`s,rNEss'iQ Oe/ \ • L •v- VICINITY MAP =� GENERAL NOTES 6\\.....„---- ''qF<<. \\.•` //,/,IIIIIIvvv„ 1. A PORTION OF THIS PROPERTY IS LOCATED IN A FLOOD HAZARD AREA(PANEL NO. / SITE DATA '6/09/23 3720278300K DATED 4/16/2013. II 2. THIS PROPERTY IS LOCATED IN THE WS-IV NSW CONTENTNEA CREEK PROTECTED WATERSHED AREA. 1. PROPERTY OWNER/DEVELOPER F& B DEVELOPMENT CO,LLC.3. NO BUILDING PERMIT SHALL BE ISSUED PRIOR TO THE PROPOSED STREET INSTALLED AND 4020WAKE FORESTRD STE 102E LAYERED WITH AT LEAST A GRAVEL SURFACE. RALEIGH, NC27609+.4,E (919)606-8956 GREY BERRYZ4. NO BUILDING PERMIT SHALL BE ISSUED PRIOR TO THE CITY OF WILSON PUBLIC SERVICES * lik 2. CONTACT PERSON PIEDMONT LAND DESIGN, LLP ENGINEERING DIVISION RECEIVING THE DIGITAL FILE FOR THE ABOVE-REFERENCED SITE AV� . . ATTN. MIKE SCHNEIDER,PEO PLAN.PLEASE CONTACT ENGINEERING MANAGER AT(252)399-2468 FOR ADDITIONAL �Y8522-204 SIX FORKS ROAD INFORMATION.ALSO ANY CHANGES THROUGHOUT THE DEVELOPMENT PROCESS SHALL '3'j // RALEIGH NORTH 5-7600((CAROLINA 27615 �/�REQUIRE AN"AS-BUILT"SITE PLAN PRIOR TO ISSUANCE OF A CERTIFICATE OF �I� �( (919))845-7703(F X)NE) y JZOCCUPANCY. ,d MIKES®PIEDMONTLANDDESIGN.COM (E-MAIL) ,I 5. ALL PUBLIC SEWER AND STORM SEWER INFRASTRUCTURE SHALL BE INSTALLED BY THE 3. EXISTING LOT AREAS TRACT 1 115.50 ACDEVELOPER TO THE STANDARDS OF THE CITY OF WILSON PUBLIC SERVICES OR �� \ Y _ ", ,,"' TRACT 2 36 19 ACO FINANCIALLY SECURED PRIOR TO RECORDING OF FINAL PLATS. T �1 TOTAL= 151.69 ACy6. ALL PUBLIC WATER SUPPLY INFRASTRUCTURE SHALL BE INSTALLED BY THE DEVELOPER TO ,, , ,,/,",,,�' 4. PROPOSED LOT AREAS TRACT 1 - 130.36 AC 0/� ILTHE STANDARDS OF OLD NORTH STATE OR FINANCIALLY SECURED PRIOR TO RECORDING /' TRACT 1 = TRACT2- 21.33 AC W Q OF FINAL PLATS TOTAL151.69AC /17. ALL PUBLIC IMPROVEMENTS SHALL BE INSPECTED BY THE CITY OF WILSON PRIOR TO THE pC•/ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY.CONTACT THE CONSTRUCTION INSPECTORS / �^( C4. PARCEL DATA. TRACT 1TFOR FURTHER INFORMATION AT(252)399-2195. ,/, �•"„' "� PIN:783546361 COiLLLIIIIII111 ADDRESS: 5774 US 264A HWY W 8. A WILSON COUNTY AND CITY OF WILSON APPROVED FINAL PLAT DEPICTING THE PROPERTY �` REF: D.B.2890,PAGE 263 AS SHOWN ON THE APPROVED PRELIMINARY PLAN MUST BE PROPERLY RECORDED AT THE _' ,,I1 l I1 r TRACT 2WILSON COUNTY REGISTER OF DEEDS PRIOR TO ISSUANCE OF BUILDING PERMITS. TRACT 2 �I nit IIIPIN: 2783553165WO 9. WETLANDS SHOWN ON PROPERTY ARE PER U S ARMY CORPS OF ENGINEERS PRELIMINARY • - i ADDRESS: US 264 HWY �jDETERMINATION(ACPON ID SAW 2020 00467) ,/ ) ..= D REF: D B.2890,PAGE 263W I Z 10 PROPERTY IS SUBJECT TO THE DEVELOPMENT AGREEMENT DATED MAY 31,2019 BETWEEN _ 5. ZONING TRACT 1 - CD-R-10Ii .. BBJ&M HOLDING COMPANY,LLC AND THE CITY OF WILSON TRACT 2 -AR i'`11. THIS PROPERTY IS SUBJECT TO THE ANNEXATION AGREEMENT WITH THE CITY OF WILSON ,,W" m, 6. MINIMUM LOT CRITERIA: SETBACKS (C.I ASTER DEVELOPMENT): SDATED MAY 31,2019 AND RECORDED ON JUNE 27,2019 IN BOOK 2790 PAGES 456-466, FRONT: 22.5'OF THE WILSON COUNTY REGISTRY. SIDE: 912.WHEREAS PIN 2783-54-6361,PIN 2783-73-0557 AND PIN 2783-55-3165 ARE THECORNER SIDE: 15 Z SUBJECT PROPERTIES OF THE AFOREMENTIONED ANNEXATION AND DEVELOPMENT REAR: 15 �FOAGREEMENTS. OVREQUIREDMINIMUMLOTWIDTH = 56.25' A'13.EACH RESIDENTIAL LOT IS LIMITED TO 2,600 SQ FT OF IMPERVIOUS SURFACE. REQUIRED MINIMUM LOT SIZE = 7,500 SF \V14.MAIL KIOSKS SHALL COMPLY WITH NCDOT"POLICY FOR PLACEMENT OF MAIL CLUSTER BOX ,^ Z UNITS IN SUBDIVISIONS"DATED SEPTEMBER 1,2015 OR MOST RECENT UPDATE. 7. IMPERVIOUS AREAS ROADWAYS/PARKING/SIDEWALKS - 10.87 ACVJ OLOTS(304 LOTS02,900 SF/LOT)- 20.24 AC15.PROPERTY OWNER ASSOCIATION MUST BE ESTABLISHED AND ALL COMMON AREAS MUST BE TOTAL - 31.11 AC CONVEYED TO SAID ASSOCIATION AT TIME OF FINAL PLAT RECORDING.(SEE SECTION 12.1WILSON COUNTY UDO) 7�TT77J 1 16.SURVEY DATA PROVIDED BY THE DEVELOPER,F&B DEVELOPMENT CO.,LLC. 1 VORiH 8. PROPOSED BUILT UPON AREA 31.11 AC/ 130.00 AC = 23.9% (LOW DENSITY) IS_ ,�^^ JVICINTY MAP SCALE 1'-500 9. OPEN SPACE REQUIRED-26.0 AC(20%OF TOTAL SITE AREA) PROPOSED-53.25 AC ISSUED: 16 MAY 2023 10. CURRENT USE VACANT 11. PROPOSED NUMBER OF LOTS 304 REVISIONS: SHEETI N D EX: 12. PROPOSED USE SINGLE FAMILY RESIDENTIAL H JUNE 2023 SITE 1.0 COVER SHEET 13. HISTORIC STRUCTURES NONE ARE LOCATED ON SITE PER TOWN COMMENTS SITE 2.0 EXISTING CONDITIONS PLAN SITE 3.0 OVERALL SITE PLAN 14. FEMA FLOODPLAIN PROPERTY IS LOCATED IN A FLOOD HAZARD AREA E SITE 4.0 OVERALL UTILITY PLAN (PANEL NO. 3720278300K DATED 4/16/2013) N SITE 5.0 OVERALL GRADING&STORM DRAINAGE PLAN SITE 6.0-6.4 DETAILED SITE PLANS 15. WATERSHED NEUSE RIVER-WS-IV NSW CONTENTNEA CREEK o SITE 7.0-7.4 DETAILED UTILITY PLANS PROTECTED WATERSHED AREA SITE 8.0-8.4 DETAILED GRADING & DRAINAGE PLANS SITE 8.5-8.6 STORM SCHEDULES Ti SITE 8.7 EROSION CONTROL NOTES 16. PROPOSED PUBLIC ROAD LENGTH 12 262 LF(+/-) N SITE 9.0 OVERALL EROSION CONTROL PLAN - STAGE ONE SITE 10.0-10.5 DETAILED EROSION CONTROL PLANS - STAGE ONE 17. DISTURBED AREA 82.0 ACRES cri 0 SITE 11.0 OVERALL EROSION CONTROL PLAN - STAGE TWO 0 SITE 12.0-12.5 DETAILED EROSION CONTROL PLANS - STAGE TWO SITE 13.0 OVERALL EROSION CONTROL PLAN - STAGE THREE SITE 14.0-14.5 DETAILED EROSION CONTROL PLANS - STAGE THREE SITE 15.0 OVERALL LANDSCAPE PLAN Lu SITE 16.0-16.4 DETAILED LANDSCAPE PLANS 0 SITE 17.0-17.2 PLAN AND PROFILES - MILL STONE WAY U SITE 18.0-18.2 PLAN AND PROFILE - CHINKAPIN DRIVE SITE 19.0 PLAN AND PROFILES - MELROSE COURT SITE 20.0-20.1 PLAN AND PROFILE - MEDFORD DRIVE SITE 21.0-21.1 PLAN AND PROFILES - BRITANNIA DRIVE& BATTLE DRIVE SITE 22.0 PLAN AND PROFILE - MAY FLY COURT -3p SITE 23.0 PLAN AND PROFILE - SS OUTFALL A& B A SITE 23.1 PLAN AND PROFILE - OFF-SITE FORCE MAIN o SITE 24.0-24.10 CONSTRUCTION DETAILS K m o0 DRAWN BY: JET i CHECKED BY: MLS i PROJECT: FDCBWMS m 3 a A) COVER SHEET K 0] 0 a IL N DWG.NO. SITE 1•0