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HomeMy WebLinkAboutZ-8378 Map 2BASIS OF BEARING: NAD-83 GRID NORTH ARSP NORTH ZONE. 15 0 15 iiiiiiiiii SCALE: 1 ' = 15' CONCRETE BLOCK BUILDING ' (FORMER RAFFERTY'S LIQUOR STORE) - NOTES .a Q SURVEY BEARINGS ARE BASED ON GRID NORTH AR STATE PLANE a a NORTH ZONE (PAGIS). a cprl 5 E+n +%tr THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED AND ARE pu 4 TO _ BE USED TO DEFINE THE GENERAL DIRECTION AND TRUE ZONING ANGLES AT INTERSECTION OF PROPERTY AND LAND LINES. PROPOSED C 3 TRACT IS .SUBJECT TO EASMENTS, RESTRICTIVE CONVENANTS, a a a SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING (EXISTING C-4) REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO. SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 5 NO STATEMENT IS MADE AS TO THE EXISTENCE OR LOCATION, EXCEPT WHERE SHOWN OF ANY PROPERTY CORNER MONUMENTS. i NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. 11 O 3 SURVEY. VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR IN RED PRESENT ON IT. ®0 O UTILITIES NOT FIELD VERIFIED. NO OTHER STATEMENT IS MADEAS TO UTILITY EXISTENCE OR LOCATION. 1 " o , I CERTIFY THAT THE ABOVE DESCRIBED PROPERTY HAS BEEN SURVEYED,. CORNER MONUMENTS HAVE BEEN ESTABLISHED IN At WITH EXISTING MONUMENTATION IN THE AREA AND LEGEND POWER POLE LIGHT POLE + 4 SIGN WATER VALVE/METER— SANITARY SEWER MAN —HOLE —® TELEPHONE PEDESTAL FIRE HYDRANT i? GAS METER SATELLITE DISH DROP INLET GRATE-1111 HANDICAP PARKING BASELINE POINTS —A CONCRETE CONC. GUY WIRE ANCHOR—G.W.A. POINT OF BEGINNING—P.O.B. ELEVATION ELEV. 0 s Q f�. wtP pa N S7EPHANIE DR t !Fq ftEO GATHDR go I I dAhlpR -. z w �Y1 � Rau DR o R S STEPNANIE ST I� C URVE f; �I i, a a a E LOCATION MA a a as a a a a a a as a a 'I"PROP RTY CRIPTION FIR SURVEY 4PAR%0 HE SOUTH ONE HA F OF THE BOUT ST QUARTER OF SE N 7 TOWNSHIP 1 SOUT RANGE 13.= ST PULASKI COUNTY, KANSAS BEING MORE PAR ICULAR ESCRIBED AS FOLLOWS: COMMENCING AT A_ POINT IN H ENTERLINE INTERSECTION OF STAGECOACH ROAD (ARKA S STATE HIGHWAY NUMBER 5) AND ALEXANDER ROAD; TH E NORTH 80 DEGREES 50 My-NUTES 51 SECONDS EAST 7 2 FEET ALONG THE SAID CENTERLINE OF STAGECOAC AD (ARKANSAS STATE HIGHWAY NUMBER 5) TO POINT; NCE SOUTH 02 DEGREES 04 MINUTES 53 SECOND EST AND DEP . TING SAID CENTERLINE 1005.33 FEET TO A POINT ENCE SOUTH DEGREES 16 MINUTES 17 SECONDS EAST 590.5 ET TO A POINT; THENCE SOUTH 05 DEGREES 35 MINUTES 50 ONDS EAST 207.42 FEET TO THE POINT OF BEGINNING; THE NORTH 79 DEGREES 21 MINUTES 42 SECONDS EAST 77.81 FEET TO A POINT; THENCE SOUTH 00 DEGREES 32 MINUTES 29 SECO EAST 158.47 FEET TO A POINT ON THE NORTH RIGHT OF WA NE OF INTERSTATE HIGHWAY NUMBER 30; THENCE SOUTH 65 D EES 07 MINUTES 15 SECONDS WEST 68.19 FEET ALONG SAID NO RIGHT OF WAY LINE TO A POINT; THENCE NORTH 25 DEGREES 0 INUTES 41 SECONDS WEST AND DEPARTING SAID NORTH RIGHT WAY LINE 178.48 FEET TO A POINT; THENCE NORTH 79 EES 21 MINUTES 42 SECONDS EAST 60.77 FEET TO THE POINT OF BEGINNING CONTAINIING 0.39 ACRES OR 16,895 SQUARE FEET MORE OR LESS. tmLt nOO u prsRNZ- @Al1yU' nnTE. Al IMPROVEMENTS IF ANY ARE AS SHOWN HEREON. ` i �1G��EOFAVTISTR,� © COPYRIGHT 2008 ARKANSAS SURVEYING AND CONSULTING,SURVEYING�r AZ -STATE `S ?+ OF ARKANSAS AND o� 17 ARKANSAS INC. ALL RIGHTS. RESERVED. THIS DOCUMENT CANNOT BE CONSULTING REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF % INC. sW ARKANSAS SURVEYING AND CONSULTING, INC. NO. 1462 ��y 7 sj �o 04 CNAL L A,9 AS — DATE: 07-11-2008 ARMNSAS SURVEYING & CONSULTING EDWARD A. CARTER SCALE: 1"= 15' .13200 INTERSTATE 30 ,# 1 S82S C15iILDRESS ROAD ■ DRAWN BY: MSF ■ BAUXITE, ARK41VSAS 720119 CHECKED BY: MSF _%.TELE. CSO1> 602-2190. REZONING APPLICATION ® •FAX ('S01�) 60.2—.20.28. FILE NAME:RAFFERTYS ZONING . SHERIDAN AR OFFICE 883-0399 . ■ F-NAIL: survey_man-,jrOhotw iL com ■ 11PROPOSED C — 3 ZONING Server DWGFILES 3 .Arch D M&B. wg 6 9 0 2:20: C.vP 7 ,� a NUS ave,