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Spout Springs AdditionTHE UNDERSIGNED HEREBY ACKNOWLEDGES THAT THE LAND SHOWN ON THIS PLAT IS WITHIN THE ZONING JURISDICTION OF HARNETT COUNTY AND THAT THIS PLAT AND ALLOTMENT IS (MY OR OUR)FREE ACT AND DEED.FOREEVER ALL AREAS SHOWN OR INDICATED ON SAID PLAT. OWNERS) SIGNATURE(S) I EIP DEED REFERENCE: DEED BK 2338,PAGE 510 MAP REFERENCE: MAP NO. 2006-1106 LUCY KELLY DB 1877,PG 576 PLAT CAB.F,SLIDE - 292-B M — —�k- — ----- 15' BUFFER STRIP 2 N m 2 O W 2 r 4tl r O h / SS3, ° 314.4' N � C A/? p � _, 2 *' REAR oQ �oFEss/oaf, No. 1514 07 _ / 4.99 AC.TOTAL CORNER , 0.14 AC.R/W SURA{o�� Y 35' m r 4.85 ACMET I ! 1 ! EIP —_--_-- r I N ' L4LA �� 0 o r � 1 Ix I 2 Om Q , I = rr L N ' ' m £ 1 Ld QD g9' N I , ` 7 00, r I 1 1 m X 2 i I EX. AXLE ------------- - - -_-_.-- NOTE: PROPERTY SERVED BY PUBLIC WATER & PIVATE SEPTIC SYSTEM. THE PARKING AREA WILL BE PERMANTLY MAINTED BY THE PROPERTY OWNERS. MINIMUM BUILDING SET BACKS FRONT YARD -------- 35' REAR YARD -------- 25' SIDE YARD ---------10' CORNER LOT SIDE YARD -- 20' MAXIMUM HEIGHT ------- 35' LEGEND 344.8• S 56°58'43"E 650.36' 619.75' I 0 M PROPOSED GRAVEL IMPERVIOUS AREA BUILDING - 0.01 % DRIVE & PARKING — 0.07 % NOTES: PROPERTY NOT LOCATED IN A FLOOD HAZARD AREA HOURS OF OPERATION — SUNDAY — 8:00 AM TO 1:00 PM WEDNESDAY — 6:00 PM TO 9:00 PM EMN CL INTERSECTION OF 3� NC HWY 24 & NCSR # 1111 j o \ I" z rn 0 030 / o Joo CHURCH a m r BUILDING 4 j 30.0' Q 0"V 0 K / N �i N W OVERHEAD POWER 15' BUFFER STRIP N 57°05'43"W 539.57' Harnett County Public Utilities Plat Plan PreApproval Only NOT FOR CONSTRUCTION Water Is available to this site via a line located on — Signature LINES NOT SURVEYED -------------- LINES SURVEYED EIP ------ EXISTING IRON PIPE ECM ------EXISTING CONCRETE MONUMENT EIS ------EXISTING IRON STAKE EPKN ------ EXISTING P.K.NAIL PKNS------ P.K.NAIL SET ELS ------EXISTING LIGHTWOOD STAKE N/F------ NOW OF FORMALLY R/W ------ RIGHT OF WAY CIL ------ CENTER LINE NIS ------NEW IRON STAKE NIP ------NEW IRON PIPE ERRS ------EXISTING RAILROAD SPIKE NRRS------ NEW RAILROAD SPIKE CP ------CALCULATED POINT EMN ------ EXISTING MAGNETIC NAIL NMN ------NEW MAGNETIC NAIL ECS ------EXISTING COTTON SPINDLE NCS ------NEW COTTON SPINDLE EIP/EIS --- (CONTROL CORNERS) ECM1PKN/ECS (CONTROL CORNERS) CB&D--CHORD BEARING AND DISTANCE Date: SUSIE WILLIAMS ( 1 I 1 EI* 30.61' ITI 6' X 12' PROPlOSED SIGN LOCATION II II 1 � PROPOSED GRAVEL DRIVE 245.5 A a W U) mar I 1 ?a 0 EIP 233.27, I I1 JULIO FLORES DB 1877,PG 858 AAXLE MAP N0. 2006-1106 N I ! 1 ! EIP —_--_-- NOTE: APPLICATE WISHES TO USE THE EXISTING VEGETATION FOR THE BUFFER ALONG THE SIDES AND THE REAR OF THE PROPERTY.APPLICATE WILL COMPLY TO SECTION 8.11.REQUIRED SCREENING TYPES AS REQUIRED BY THE HARNETT COUNTY ZONING ORDINANCE ALONG THE FRONT. IT WILL BE THE PROPERTY OWNERS RESPONSIBILITY TO PRESERVE & MAINTAIN THE TREES ALONG THE BFFFER ZONE IN ACCORDANCE WITH SECTION 3.1 OF THE HARNETT COUNTY ZONING ORDINANCE. * - INDICATES EXISTING PINE TREES SITE PLAN 0 0 N 1 1 1 I1 N I ! 1 ! I ' L4LA > � 1 I = rr L N ' ' m £ 1 I ` 1 1 m X I � m v_ Z TYPICAL PARKING 9.0' 12.5' APPLICANT: CHRIS STANTON 685 WEST McNEILL ST. LILLINGTON,NC 27546 910-893-5057