Loading...
HomeMy WebLinkAboutNCC231773_Site Plan or Location Map_20230608 mt. VERNON CHUpcw goAO SITEPLANAPP(OVE�BT CURVE ARC RADIUS CHORD LENGTH CHORD BEARING.. C1 25,09 50,00 24.83 S 75-42'53' E COdL 5/04/203809'S AM \ C2 47.53 100.00 47.08 S 75 01' T \\\G3 90.05 100.00 87.04 S 87'12'14' E I SA4Dr = RBPR 0182-023 x kF • F: BoM 2023 P . 4i LINE _ BEARING DISTANCE ���_ LS N 31 33 36.50 ill SITE 30 2p T L2 N 06.38'2f` E 9.04 L3 N 53 21'46' E 7.92 }ATF9Sy 1S, y ,# '94446e \ L5 N 38;01'04E 23.84 o Ste`Re.iP \ FgsF N S 8838'26" E 3f.O6 VICINITY MAP 00' . - �� �` • gV ..... L8 \ N 66-59'58` E 100.74 NOT TO SCALE r401"� T. r � `2 • PROPOSED IMPERVIOUS SURFACE �T3 !� 1 \ 4 DRIVE +/- 4738 SF .k ` , 1 \ \OTDRIVE 6 WALK +/- 4738 SF ,\ 1,1 k 1,1 p \ PORCH +/- 296 SF % . OUTDOOR KITCHEN +/- 95 SF 'rb \-� \ HVAC PADS +/- 30 SF L P E$ ( F. + \ TOTAL +/- 5513 SF OR 15.68% L , ,, rr `\ LOT TOTAL 54303 SF , 1.32b5 AC: ` m r eIMPERVIOUS SHOWN NOT INCLUSIVE ARE AREA IN R ESS R/Vrt 0.0719 AC ,\ Nf: AflEA-� 1,•2�455. ' ti-," \ (BY COORDINATES) •• ` \ GENERAL NOTES: 1) �� I , ALL DISTANCES ARE .-1 R-v �� _ HORIZONTAL GROUND DISTANCES t0 $you. \, 51 Dg MEASURED IN U.S. SURVEY FEET. , prop outdoor �A - 2. AREAS COMPUTED BY C71CD aGj( . COORDINATE METHOD, CL '' •13 kitchen ( ' 3, THIS SURVEY DONE WITHOUT N. 'I' . 21.i7 THE BENEFIT OF A TITLE SEARCH. ,.•.i �i� prop i 1 M 4, ALL IRONS FOUND ARE FLUSH CD - 42.78 ,er E3 sce�� ( V WITH GROUND UNLESS OTHERWISE CU .1 , ') .. g SETBACKS ON AND C RN NOTED. ; R proposed house �'"�, MINIMUM FRONTAND CORNER 30' 5. ANY ORAINAGEWAYS SHOWN -o f1,3327Of-2714 a / , 7 MINIMUM SIDE 15' HEREON AND/OR ADJACENT TO THIS OM (See notes) I •/ MINIMUM REAR 30' SITE MAY CREATE ADDITIONAL ,�I' ko ze ` ti BUFFERS CLAIMED BY THE STATE 1 'rnp porch m q SETBACKS ESTABLISHED BY OF NORTH CAROLINA OR OTHER I �� RESTRICTIVE COVENANTS REGULATORY AGENCY. H N '.'1'. MAYBE GREATER. 44.1g �O REFER TO S-11-1 OF THE WAKE COUNTY NOTES: jAke rj ( A UIFIED DEVELOPMENT ORDINANCE FOR Y 1. BUILDER MUST VERIFn> MORE DETAILS DIMENSIONS PRIOR TO FIELD 0 t lid ‘ •`tip � (� /Qo; STAKING. ,{ 2. BUILDER ACCEPTS ALL will:, " .4,41I � RESPONSIBILITY FOR ANY SETBACK ` , 14 VIOLATIONS. SIDE �4 I ,'* . oft/ —t_E & Ike s1 io- .�, p4. PRELIMINARY 4, 5►4 � 0.0739 AC ti=� NOT FOR CONVEYANCE OR SALES "~A.EA IN R/W ' „ ri-C4,011-------ip. i 4114 o�� �\ •� l`� A4 N.:;fri,"�y , rY / 'SQRequired Setbacks 47. �"i c, i Front 30 (AM(I5 0C i51172f3/t1y[,C ��^T �p� J I�� . Side 15 7 a/ / �, r' Rear 30 /,l6 -yr./ ' 10 Corner 60• PP • 4111 .Z7) \ 7 Z ry i '9,0..\ J !/ c�.f �'vo / ` l c i}ru /si 4'0 S'0i t v , LOT 3 /. 13448 MELVIN ARNOLD ROAD BOOK OF MAPS 2023 PAGE 641 DEED BOOK 19039 PAGE 477 K NOT FOR OECOROATION W LOT 1 CRESIMORE SUBDIVISION I, LEONARD H. SULLIVAN JR., DO HEREBY CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION USING REFERENCES SHOWN HEREON; THAT THE BOUNDARIES NOT SURV YED ARE SHO})I4$ AY BROKEN LINES PLOTTED FROM INFORMATION SHOWN HEREON; THAT THE RATIO OF PRECISION AS CALCULATED 1:4"0,OOD+;%T�I�iT/FTHISi1PLAT MEETS THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. f60 , r WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER (L-2B21) ANO SEAL. ALSO, I CERTIFY THAT THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF? AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET, SRV'D: TAR DRAWN: MESS 1 CHK'O: LHS JOB • I DATE: 12 APRIL 2023 SCALE: 1" - 60' SURVEY FOR: SULLIVAN SURVEYING 1143 D EXECUTIVE CIRCLE KANNE CONTRACTING, LLC CARY, NORTH CAROLINA 27511 TELEPHONE: (919)469-4738 BARTON'S CREEK TOWNSHIP, WAKE COUNTY, NORTH CAROLINA