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HomeMy WebLinkAboutNCC221299_Site Plan or Location Map (2)_20220406REFERENCE: BOOK OF MAPS 2003 PAGE 40 NOTE: AREA COMPUTED BY COORDINATE METHOD. NOTE: NO NCGS MONUMENT WITHIN 2000'. NOTE: THIS PROPERTY IS SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. NOTE: FLOOD HAZARD SOIL TAKEN FROM WAKE COUNTY GIS. NOTE: LOTS WILL BE SURVICED BY INDIVIDUAL WELLS AND SEPTIC SYSTEMS. CERTIFICATION OF REVIEW BY LICENSED SOIL SCIENTIST I HEREBY CERTIFY THAT LOT(S) IMPERVIOUS SURFACE TABLE LOT 11 99139 SF X .15 = 14871 SF ML4 LOT 12 99218 SF X .15 = 14883 SF MIA MAXIMUM IMPERVIOUS AREA SQUARE FOOTAGE ON EACH INDIVIDUAL LOT WILL BE STRINGENTLY ENFORCED WITH NO EXCEPTIONS INTO PERPETUITY. PLANS APPROVED WITH A MAXIMUM IMPERVIOUS SURFACE OF 15% SF PER NEW LOTS. Notice to Lot Owners: Additional State Stormwater Management Regulations, the Neuse Rules, apply ��CJ5 Countywide. Residential land disturbances of 1 6'I'� 11 -iiA�9ti N 89' 42' 15" E 423.78' Oa3.o� 0.1 25' TREE & VEGETATION PROTECTION ZONE— I - — —— — — — — — �`k / N N N3 Ca acre an non-residential land disturbances of acre require submittal of a stormwater plan �' 4.420 GR. AC - AC. for for compliance with applicable standards to Wake r� 0.220 R/W County. Lot owners seeking building permits for 0`. 4 200 NET AC• land disturbances exceeding these thresholds must u', submit a stormwater plan. / Curve Radius Length Chard Chord Bear. C1 5000.00' 89.61' 89.61' S 06°48'36" E SHOWN ON THIS PLAT FOR HAVE BEEN REVIEWED AS APPROPRIATE AND WITH RESPECT TO MINIMUM LOT REQUIREMENTS SET FORTH IN SECTION V OF THE REGULATIONS GOVERNING SEWAGE TREATMENT AND DISPOSAL SYSTEMS IN WAKE COUNTY AS AMENDED FROM TIME TO TIME. AS OF THIS DATE, AND BASED ON THIS REVIEW OF EXISTING SITE CONDITIONS THE LOTS NUMBERED ABOVE ON THIS PLAT WILL PRESUMABLY MEET THESE REGULATIONS. I HEREBY CERTIFY THAT LOT(S) SHOWN ON THIS PLAT FOR HAVE BEEN REVIEWED AS APPROPRIATE AND WITH RESPECT TO ALTERNATIVE REQUIREMENTS SET FORTH IN SECTION A OF THE REGULATIONS GOVERNING SEWAGE TREATMENT AND DISPOSAL SYSTEMS IN WAKE COUNTY AS AMENDED FROM TIME TO TIME. AS OF THIS DATE. AND BASED ON THIS REVIEW OF EXISTING SITE CONDITIONS THE LOTS NUMBERED ABOVE ON THIS PLAT WILL PRESUMABLY MEET THESE REGULATIONS. PRELIMINARY CERTIFICATION DOES NOT REPRESENT APPROVAL OR A PERMIT FOR ANY SITE WORK, NOR DOES IT GUARENTEE ISSUANCE OF AN IMPROVEMENT PERMIT FOR ANY LOT. FINAL SITE APPROVAL FOR ISSUANCE OF IMPROVEMENT PERMITS IS BASED ON REGULATIONS IN FORCE AT THIS TIME OF PERMITTING AND IS DEPENDENT ON SATISFACTORY COMPLETION OF INDIVIDUAL SITE EVALUATIONS FOLLOWING APPLICATION FOR AN IMPROVEMENT PERMIT DETAILING A SPECIFIC USE AND SITING. ANY CHANGE IN USE OR ANY SITE ALTERATION MAY RESULT IN SUSPENSION OR REVOCATION OF CERTIFICATION. DATE NC LICENSED SOIL SCIENTIST SEAL I. CLYDE T. PEARCE, Registered Land Surveyor No. L-2481, certify that this plat in of a survey that creates a subdivision of land within the area of a county or municipality that has an ordinance that regulates parcels of land. CLYDE T. PEARCE. REGISTERED LAND SURVEYOR NO. L-2481 ' I. CLYDE T. PEARCE. certify that this plat was drawn under my supervision from an actual survey made under my supervision (deed description recorded In Book ,page , etc.)(other), that the boundaries not surveyed are clearly indicated an drawn from information found in Book , page , that the ratio of preciaton as calculated is 1:10000, that this plat was pro - pared in accordance with G.S 47-30 as amended. Witness my original signature, registration number and seal UAa 15th day of TULY , A.D. 2021. Seal or Stamp Surveyor L-?.481 Registration Number n t 0 rQ1 vI o U �u a x r / FLOOD r-+AZARQ } o CIOI SOIL � 1 N ,p (3.909 AC.) {N 85'40'19"E 578,02') -• — — � (OLD lr� (p.512 AC.)(3(J,' 3 ar' a •� 1 N gr 40' 35"E 561 531.99' FLOOD lain. HAZARD G% iQ SOIL '1 ��• CIO. Q<S, �,7Q 9 Ac A 2.4113 GR. AC. R/W AC. 0 142 21487 C. SMIA 7Q 447.33' N 82 40 417.33, Before acquiring a building permit for lots marked by an *, (asterisk) the builder may need to obtain a Flood Hazard Area Use Permit from Wake County Environmental Services. The builder's engineer, architect and/or surveyor (as appropriate) must certify that all flood hazard requirements are met. There shall be no filling or the erection of permanent struc— tures in the areas of Wake County Flood Hazard Soils or Federal Emergency Management Agency (FEMA) 100 year flood zones until a flood study is approved by Wake County and/or FEMA. N1�-n Q � O �`if CERTIFICATION OF OWNERSHIP The undersigned hereby certify that I am ( we are ) the owner(s) of the property shown and described hereon, which is in the subdivision jurisdiction of the County of Wake and that I (we) hereby adopt this plat with my (our) free consent. 2.525 R -AAC 00 -- date----_-___-------- r 0.247 / NE AC • `� w owner 2.27 8 d'• � ' i 4883 SF MIA � a W owner date I, , Planning Director and Review Officer of Wake County, certify that this plat creates a subdivision subject to and in accord with the Wake County Unified Development Ordinance, and that it meets all statutory requirements for recording. Date Planning Director/Review Officer Approval expires 9fnot recorded on or before N o 241,02' S 82740 36"Nf 271 ALICE SEYSERT WB 05-E RECOMBINATION AND MINOR SUBDIVISION FOR FRED PRIVETTE LITTLE RIVER TOWNSHIP WAKE COUNTY NORTH CAROLINA �--ILn 0 U) ou as "Tn p N Z tD ca O D NORTH CAROLINA, COUNTY, i, A NOTARY PUBLIC FOR SAID COUNTY AND STATE DO HEREBY CERTIFY THAT PERSONALLY APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THE DUE EXECUTION OF THE FOREGOING INSTRUMENT. WITNESS MY HAND , 20-_ _�• -NOTARY PUBLIC I certify that the plat shown hereon complies with Article 9, Stormwater Management of the Wake County Unified Development Ordinance and meets all statutory requirements for recording in the Register of Deeds Office. Stormwater Management Engineer: 100 0 100 200 300 Lic. # C-0243 GRAPHIC SCALE - FEE' Williams —Pearce and Assoc., Professional Land Surveyors, P.A. P.O. Box 592, Zebulon, N.C. 27597 Date PIN 1787570626 1787489014 ZONED: R-80W SETBACKS FRONT - 40' SIDE - 20' REAR - 30' LEGEND ® EXISTING IRON PIPE s EXISTING PK NAIL o NEW IRON PIPE • NEW PK NAIL FILE: FRED PRIVETTE/DOYLE RD MINOR 11 12 CTP3659 SCALE: 1 " = 100' DATE: D7-15-2021 Tel. (919) 269-9605 PEG-002955-2021