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HomeMy WebLinkAboutWV0800327_Application_20230313 (3)I, Joseph R. Brochure, PL5 - l 759, Certify that this plat was drawn under my 5uperv151017 from an actual survey made under my supervision from information shown in deed books referenced on map and map books reference on map,• That any lines not actually surveyed appear as broken Imes and were plotted from information as noted on the plat: That the ratio of precision as calculated is better than I :10, , that the area is computed by coordinate meth .witness original signature, registration number an th TH day of MARCH. A.P. 2017. Joseph Brochure - L-1759 ProfeAbnal Land Surveyor w Wx ROOD 5TATEMFNT FIRM: 370202 PANEL: 2066 PREFIX J' ZONED "FIE 14' EFFECTIVE DATE C-2-06 NOTE5: ALL 015TANCE3 SHOWN ARE HORIZONTAL GROUND 015. THAT THI5 5URVEY1.9OFAN EX15TING PARCEL OR PARCELS OF LAND. PROPERTYADDPE55: i 14 5.F. 36TH STRET OAK )BLAND, N.C. PARCEL ,0 235NDOI /O f LOT AREA: 9,544 5F +/- -7 1 LOT 14A r a� N � 16' PAS i (l� Made er,agea uaUr jf �� ne --i ter fabnc q nhlN tar k plus lxgh opac2y chsham r R c o � U c E e. oak i and dr m I ti N days canal LEGEND: E1P - B65TING IRON PIPE RW - RIGHT OF WAY C2 - CENTERLINE 5T. 15F - IRON STAKE FOUND IRE - IRON ROD 5ET —00ROOF FLOW 5E7BACK5 FRONT - 25' REAR - 20' 51,9E - B' PROPERTY OWNERS ROBERT J. HIGGIN5 6 5TEPHANIE T. HIGGIN5 LOT 14A, BLOCK 161, SECT n3 OAK 15[AND,N.C. PLAT-90- FG. 34 �� kr 7 M t'1 Me LOT 14D PARC" 235NDO1102 \5_4. AREA BETWEEN HWM AND 75' AEC 15 4,517.64 517, ALLOWED TO USED UP TO 30% OF THE AREA FOR NEW DWELLING WHICH 15 1,355.35 5F arrd end caps \ LOTAREA: 9,544 SF i/- g TOTAL IMPERV10U5 AREA: 1,9425F unds'od Load Bea 12 N57 stogy \ \ 4 L '� �a C 1.942 5F/9, 544sf = -0% ^ag CHAMBER DETAIL \ \ ` t \ --IMPERVIOIJ5 CALC- 22.1 CF/PER 4'5ECT10N `� 6O� / 1 = 1205FX 1.5/12= 15 CFXi.53= 41F `��69y� `9/ 2= 4565FX /.5/[2= 57 CF/3.53=161F '� \-�Sqy 3= 456 SFX 1.5/!2= 57 CF/3.53= l6 LF R4=1205FXI.5F12= 15CF/3.53= 4LF 5 =144 SFX 1.5F12= l8 CF/3.53= 5 LF CONC. DRIVE mr-tab✓e cover ` \ \ 1 = 336 5FX 1.5/[ 2=42 CF/22. 1= 1.90 = 2 chambers 5, native sal \ 2- 310 5FX .5/12=39 CFF22.1 =1.76 =2 chambers Liter fab^c 3't, Lngs TOTAL VOLUMETO BP5TORED = 243 CF F. o b a 3' 3' 2' aEtach downspout (hP/ (tYPi to 4°� aced pipe 12' EZA— bundle GRAPHIC SCALE a99�� NON LOAD BEARING 1203 H 17FIOW DETAIL 26.4 gpl4f ar 3.53 cblf t (id�00 R /stand Surveyors, Inc- P.A. PROJECT # - JOLYY BROCHURE L- l 759 2017-000-HIGGIN5 427 Womble 5t Oak Island, N.G. 2,9465 3URVtYE9 BY.JRB PHOMF.910-250-9 / 92 DRAWN BY JRB CELL- 910-523-6122 CHECKED BY.- JR6 www.,5]and5i)rveyor. corn DATE: 03109120 / 7 SCALE• I " = 39 Residential * Commercial Site Plan Lot 5urvey5 $ Flood Elev. Certificate email: i5land5urveyorsiggmal.com SITE PLAN FOR ROBERT * STEPHANIE HIGGINS 14 5,E. 36TH 57REE OAK 15LAN19, NC. 5mn-HvILLE TWSP. - BRUNSWICK CO. N.C. DATE: 031109117 5CALEr I' = 30'