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Z-6194-D Map 1
Ln os + Nc'M BASIS OF BEARING: C3 z~� WATER VALVE/METER W U � fW mN�< NAD -83 GRID NORTH . � :c ARSP NORTH ZONE. 3Wz� zz3� wo 0 20 40 Z N oc T SCALE: 1"= 20' U BASELINE POINTS 0 CONCRETE CONC. y /VO TES SURVEY BEARINGS ARE BASED ON GRID NORTH AR STATE PLANE NORTH ZONE DETERMINE BY GPS THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED AND ARE TO BE USED TO DEFINE THE GENERAL DIRECTION AND TRUE ANGLES AT INTERSECTION OF PROPERTY AND LAND LINES. TRACT IS SUBJECT TO EASMENTS, RETRICTIVE CONVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OR RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. NO STATEMENT IS MADE AS TO THE EXISTENCE OR LOCATION, EXCEPT WHERE SHOWN OF ANY PROPERTY CORNER MONUMENTS. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFING ALL MEASUREMENTS PRIOR TO BEGINNING CONSTRUCTION. SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR IN RED PRESENT ON IT. UTILITIES NOT FIELD VERIFIED. NO OTHER STATEMENT IS MADE AS TO UTILITY EXISTENCE OR LOCATION. I CERTIFY THAT THE ABOVE DESCRIBED PROPERTY HAS BEEN SURVEYED, CORNER MONUMENTS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH EXISTING MONUMENTATION IN THE AREA AND IMPROVEMENTS IF ANY ARE AS SHOWN HEREON. DECLARATION IS MADE TO ORIGINAL PURCHASER OF THE SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. © COPYRIGHT 2012 ARKANSAS SURVEYING AND CONSULTING, INC. ALL RIGHT RESERVED. THIS DOCUMENT CANNOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC. 1 Itto c 1 N26°05'25" W s 5.00 N62023'13'E -7.94- 1 . 4 z CELL TOWER SITE Ii:::..'J =T - =-JAND OF= BOYETTE ZESIDENCE 0 ROCK BUILDING TO BE REMOVE 2 STORY BARN WOOD STORAGE BUILDING • Z VP i CID e }f;✓,moi i y ;` 7 y.yCID .-, �a I.:03: ur. PRDPOSED ASPHALT PAVING X -. 32.4_ x - 60.0 /.a 30.1' /f / / i j ✓/ /°Ff /�' Lo ✓/ i ✓i O •.i / ,f R �YJ/MelT /L/' iO D , Jvl /13. f l 4cn Z. co 26.3—'28.3 i� PROPOSED ASPHALT PAVING c N90000'00"E 111.88' -LAND OF= BOYETTE wl phi SITE NOTES tri lin6MADIE RE POWER POLE LIGHT POLE + y SIGN WATER VALVE/METER SANITARY SEWER MAN—HOLE TELEPHONE PEDESTAL FIRE HYDRANT GAS METER [� SATELLITE DISH DROP INLET GRATE HANDICAP PARKING BASELINE POINTS 0 CONCRETE CONC. GUY WIRE ANCHOR—G.W.A. POINT OF BEGIN NINGP.O.B. ELEVATION ELEV. 1. THE PROPOSED BUILDING IS 7200 SQUARE FEET 2. THE SITE HAS 7078 SQUARE FEET OF PROPOSED LANDSCAPING AREA. 3. THERE ARE 12 PROPOSED PARKI G SPACES WITH 2 ADDITIONAL HANDICAPED SPACES. 4. THE EXISTING BUILDING WILL BE RETAINED AND REMAIN OPEN FOR BUSINESS UNTILL THE PROPOSED BUILDING IS COMPLETE.AT THAT A TIME THE EXISTING BUILDING WILLE B DEMOLISHED AND THE REMAINING PARKING LOT - -► ....o,.• —, CONSTRUCTED. v W 44441%.0_0 k �BE �I' µ M . .,. t m m OFAUph�GISTE�� `S~ ARKANSAS STATE OF SAS SURVEYING AND b ANO. 1487 a CONSULTING INC. !P,4 SIGNATM �W NO. 1462 f0NAL L A9� DATE: 02-20-2012 SCALE: 1"= 20' DRAWN BY: MSF CHECKED BY: MSt FILE NAME: SECTION 2 i W E ------------S Vil,'TH ST I k rti I � THIS G SITE h"T i i z , (SITE 1 " ,. �ITL LOCATION MAP N 0 SCALE PROPERTY DESCRIPTION FROM SURVEY: A PART OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 01 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, T1N-R13W, THENCE SOUTH 01 DEGREES 26 MINUTES 19 SECONDS WEST 176.40 FEET TO A POINT; THENCE NORTH 64 DEGREES 26 MINUTES 19 SECONDS EAST 84.25 FEET TO A POINT; THENCE SOUTH 01 DEGREES 26 MINUTES 19 SECONDS WEST 19.72 FEET TO A POINT ALONG THE SOUTH RIGHT OF WAY OF ARKANSAS STAT HIGHWAY E GH AY N 0. 5• THENCE NORTH 62 DEGREES 23 MINUTES 13 SECONDS EAST ALONG THE SAID RIGHT OF WAY 131.80 FEET TO THE POINT OF BEGINNING; THENCE NORTH 62 DEGREES 23 MINUTES 13 SECONDS 7.94 FEET TO A POINT; THENCE NORTH 26 DEGREES 05 MINUTES 25 SECONDS WEST 5.0 FEET TO A POINT; THENCE NORTH 65 DEGREES 17 MINUTES 24 SECONDS EAST 75.00 FEET TO A POINT; THENCE NORTH 66 DEGREES 58 MINUTES 42 SECONDS EAST 65.68 FEET TO A POINT, THENCE SOUTH 00 DEGREES 51 MINUTES 57 SECONDS WEST DEPARTING THE SAID RIGHT OF WAY 312.34 FEET TO A POINT; THENCE WEST 111.88 FEET TO A POINT; THENCE NORTH 04 DEGREES 15 MINUTES 37 SECONDS WEST 80.17 FEET TO A POINT; THENCE NORTH 01 DEGREES 57 MINUTES 42 SECONDS WEST 110.58 FEET TO A POINT; THENCE NORTH 07 DEGREES 08 MINUTES 25 SECONDS WEST 57.10 FEET TO THE POINT OF BEGINNING, CONTAINING 0.80 ACRES MORE OR LESS. PLANNED INDUSTRIAL DEVELOPMENT A BEING A PART OF SECTION 23 T -I -N R -13-W TO THE CITY OF LITTLE ROCK PULASKICOUNTY,ARKANSAS ARKANSAS SURVEYING CONSULTING CLYDE D_ . BOYETTE � W 9z� �A.LI�I" �<=>^E>W 7919 COL GLENN ROAD W E3ENTON, ARKANSAS -TS00 W-: PLANNED INDUSTRIAL DEVELOPMENT SLE. �501� 794-45010 ® ■ la=pax. CsO3--3 -79a.-4sC):1W __ __-. ■ MALVERN AR OFFICE 304-2723 W ■ E-MAII : ,carve rp an is ta,},otmail.eom� ! 500 OIN-13W-0-23-110-60-1467 . - -....• a m,an �n..�i -mei a. r. , m:., .-,...,-.. .,., .� ti:.-.. � F..�,n ,^°,:�^E.a,2�,ioR"kh°TgFXrR3