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Home My WebLink AboutZ-6194-D Map 3In tn THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED 4 N p4M Z'- BASIS OF BEARING: zwWwW Z W w"< NAD -83 GRID NORTH 0 zQ "�,= ARSP NORTH ZONE. 3wzzow z3w R r �=3 W 0 20 40 N Z ¢ N r IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN SCALE: 1"= 20' U DROP INLET GRATE covI pw 5 N26005'25"W°` 5.00'>-l�X�s� 023'13"E��b�` 7.94"\ N P r s_ - r CELL TOWER SITE =LAND OF- BO VETTE NOTES 2 STORY WOOD RESIDE SURVEY BEARINGS ARE BASED ON GRID NORTH AR STATE PLANE NORTH ZONE DETERMINE BY GPS THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED 4 AND ARE TO BE USED TO DEFINE THE GENERAL r DIRECTION AND TRUE ANGLES AT INTERSECTION OF WATER VALVE/METER PROPERTY AND LAND LINES. SANITARY SEWER MAN-I10LE TRACT IS SUBJECT TO EASMENTS, RETRICTIVE R r CONVENANTS, SUBDIVISION RESTRICTIONS, AND FIRE HYDRANT PLANNING AND ZONING REGULATIONS OR RECORD, r IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN SATELLITE DISH ACCURATE AND CURRENT TITLE SEARCH MAY DROP INLET GRATE DISCLOSE. HANDICAP PARKING - NO STATEMENT IS MADE AS TO THE EXISTENCE OR BASELINE POINTS LOCATION, EXCEPT WHERE SHOWN OF ANY CONCRETE PROPERTY CORNER MONUMENTS. GUY WIRE ANCHOR—G.W.A. NO STATEMENT IS MADE CONCERNING SUBSURFACE POINT OF BEGINNING—P.O.B. CONDITIONS. ELEVATION CONTRACTOR IS RESPONSIBLE FOR VERIFING ALL MEASUREMENTS PRIOR TO BEGINNING I 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. �p I CERTIFY THAT THE ABOVE DESCRIBED PROPERTY CC\2 HAS BEEN SURVEYED, CORNER MONUMENTS HAVE Lo 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. c9 © 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. ROCK BUILDING TO BE REMOVED ,I A rc l -^I I. vw"#' l « C w 2 STORY BARN 0 � o , 8.2 WOOD STORAGE BUILDING cor i ' . eD L.y. • uy. PROPOSED ASPHALT PAVING Y, 32. x 60.0 T 30.1' f r 01 Ln / r i Nr e `', o , zz' 28.3 _ 26.3 PROPOSED ASPHALT PAVING o 0 o3 :9 LANDCAF?-B>dj E£R : N90000'00"E 111.88' =LAND OF= BOYETTE 0 SITE NOTES LEGE, ND POWER POLE LIGHT POLE 4 r SIGN WATER VALVE/METER SANITARY SEWER MAN-I10LE —` R r w w w FIRE HYDRANT y i r SATELLITE DISH �F DROP INLET GRATE .�hS,�u�fiS^iY&LI,MS"X�4G.H2+ Md weT%%!K+ NF'ACr AdaF�'T/&SVlL HANDICAP PARKING - - 'S'fN�.29#'.Y.a BASELINE POINTS 0 CONCRETE CONC. GUY WIRE ANCHOR—G.W.A. POINT OF BEGINNING—P.O.B. ELEVATION ELEV. I D 0 �I=--- DING •�` c9 cor i ' . eD L.y. • uy. PROPOSED ASPHALT PAVING Y, 32. x 60.0 T 30.1' f r 01 Ln / r i Nr e `', o , zz' 28.3 _ 26.3 PROPOSED ASPHALT PAVING o 0 o3 :9 LANDCAF?-B>dj E£R : N90000'00"E 111.88' =LAND OF= BOYETTE 0 SITE NOTES LEGE, ND POWER POLE LIGHT POLE SIGN WATER VALVE/METER SANITARY SEWER MAN-I10LE —` TELEPHONE PEDESTAL ---� FIRE HYDRANT GAS METER SATELLITE DISH DROP INLET GRATE .�hS,�u�fiS^iY&LI,MS"X�4G.H2+ Md weT%%!K+ NF'ACr AdaF�'T/&SVlL HANDICAP PARKING - - 'S'fN�.29#'.Y.a BASELINE POINTS 0 CONCRETE CONC. GUY WIRE ANCHOR—G.W.A. POINT OF BEGINNING—P.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 ETAINED AND REMAIN OPEN FOR BUSINESS UNTILL THE PROPOSED BUILDING IS COMPLETE. AT THAT TIME THE EXISTING BUILDING WILLE B DEMOLISHED AND THE REMAINING PARKING LOT CONSTRUCTED. I Pa2L . . Rinsea iRs,-EET i CA m OFAUpxO�? Cl TE�� ARKANSAS O ARKANSAS SURVEYING AND b N0. 1467 CONSULTING 04 INC. p S� MG ATM �W NO. 1462 �4 fo�AL LA�9C5 A'1'E: 02-20-2012 CA_LE: 1 "= 20' RAWN BY: MS _i HECKED BY: MS LE NAME: SECTION 2' WtE S 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 NORTHEASTQ UARTER OF SECTION 23 TIN-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 TOA POINT ALONG THE SOUTH RIGHT OF WAY OF ARKANSAS STATE HIGHWAY NO. 5; THENCE NORTH 62 DEGREES 23 MINUTES 13 SECONDS EAST ALONG T RIGHT LO G HE SAID R G 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. BEING A PART OF SECTION TO THE CITY OF • ' COUNTY,PULASKI ARKANSAS ARK kNSAS SURVEYING & CONSULTING t -EM R®.4Ct■ W BENTON, APLKANSAS 72019W WTELE. t;s01,Ate%kAS 794-4sOC?� ® ■ v^>G_ Icso1]> 794-4501 w MALVERN AR OFFICE 304-272.' W E- MAIL: survey -man jrohotmai1.com CLYDE D. EDYETTE 7919 COL GLENN ROAD PLANNED INDUSTRIAL DEVELOPMENT 500-OIN-13W-0-23-110-60-1467 . .m•m•., Ole SITE LOCATION MAP (NO SCALE) �^ .�Rt.YS"M"..3*a+s.rv'S3,F .�hS,�u�fiS^iY&LI,MS"X�4G.H2+ Md weT%%!K+ NF'ACr AdaF�'T/&SVlL . - 'S'fN�.29#'.Y.a 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 NORTHEASTQ UARTER OF SECTION 23 TIN-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 TOA POINT ALONG THE SOUTH RIGHT OF WAY OF ARKANSAS STATE HIGHWAY NO. 5; THENCE NORTH 62 DEGREES 23 MINUTES 13 SECONDS EAST ALONG T RIGHT LO G HE SAID R G 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. BEING A PART OF SECTION TO THE CITY OF • ' COUNTY,PULASKI ARKANSAS ARK kNSAS SURVEYING & CONSULTING t -EM R®.4Ct■ W BENTON, APLKANSAS 72019W WTELE. t;s01,Ate%kAS 794-4sOC?� ® ■ v^>G_ Icso1]> 794-4501 w MALVERN AR OFFICE 304-272.' W E- MAIL: survey -man jrohotmai1.com CLYDE D. EDYETTE 7919 COL GLENN ROAD PLANNED INDUSTRIAL DEVELOPMENT 500-OIN-13W-0-23-110-60-1467 .