The URL can be used to link to this page

Home My WebLink AboutZ-8825 Map 2REVISIONS 0 100, 200' 400' SCALE: 1" = 200' SET 1/2" REBAR W/ CAP O FOUND MONUMENT (NOTED) COMPUTED CORNER (NOT SET) R-w RIGHT-OF-WAY -x-x- FENCE - - - ROADWAY CENTERLINE - - - - SECTION/40-ACRE LINE - - - - EASEMENT - - G - - - EXISTING NATURAL GAS LINE (M) MEASURED (P) PER PLAT (D) PER DEED SWAMP/MARSH AREA LEGAL DESCRIPTION PROVIDED THE FRACTIONAL SOUTH HALF OF SECTION TWENTY-THREE (23), TOWNSHIP 1 NORTH, RANGE 12 WEST (R12W), PULASKI COUNTY, ARKANSAS, WEST OF THE QUAPAW LINE, LESS & EXCEPT THAT PART LYING WITHIN THE BOUNDS OF INTERSTATE 530. LEGAL DESCRIPTION FROM SURVEY THE SOUTHWEST QUARTER (SWI/4) OF SECTION TWENTY-THREE (23), TOWNSHIP ONE NORTH (TIN), RANGE TWELVE WEST (R12W), PULASKI COUNTY, ARKANSAS, WEST OF INTERSTATE HIGHWAY 530; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER (SWI/4) OF SAID SOUTHWEST QUARTER (SW1/4) OF SAID SECTION 23, SAID POINT BEING AN AXEL, THENCE SOUTH 860 38' 44" EAST ALONG THE SOUTH LINE OF SAID SW1/4, SW1/4 A DISTANCE OF 598.78 FEET TO THE WESTERLY RIGHT-OF-WAY OF INTERSTATE HIGHWAY 530 (AS SHOWN ON A.H.T.D. RIGHT-OF-WAY PLANS FOR JOB #6696), SAID POINT BEING A 1/2" REBAR & CAP (PS #1401); THENCE ALONG SAID WESTERLY HIGHWAY RIGHT-OF-WAY NORTH D40 24' 33" WEST A DISTANCE OF 395.25 FEET TO AN A.H.T.D. RIGHT-OF-WAY MARKER SIGN; THENCE NORTH 020 23' 22" WEST ALONG SAID WESTERLY HIGHWAY RIGHT-OF-WAY A DISTANCE OF 2180.88 FEET TO AN A.H.T.D. RIGHT-OF-WAY MARKER SIGN; THENCE NORTH 060 22' 03" WEST ALONG SAID WESTERLY HIGHWAY RIGHT-OF-WAY A DISTANCE OF 78.17 FEET TO THE NORTH LINE OF THE NORTHWEST QUARTER (NWI/4) OF SAID SOUTHWEST QUARTER (SWI/4), SAID POINT BEING A 1/2" REBAR & CAP (PS #1401); THENCE NORTH 860 58' 20" WEST ALONG SAID NORTH LINE OF SAID NWI/4, SWI/4 A DISTANCE OF 347.41 FEET TO THE NORTHWEST CORNER OF SAID NWI/4, SW 1/4, SAID POINT BEING A 3/4" PIPE; THENCE SOUTH 020 37' 37" WEST ALONG THE WEST LINE OF SAID NWI/4, SW1/4 A DISTANCE OF 1318.42 FEET TO THE NORTHWEST CORNER OF SAID SW1/4, SWI/4; THENCE SOUTH 020 3737" WEST ALONG THE WEST LINE OF SAID SWI/4, SW1/4 A DISTANCE OF 1318.42 FEET TO THE POINT OF BEGINNING; CONTAINING 28.45 ACRES, OR 1,239,383.03 SQUARE FEET, MORE OR LESS. I HEREBY CERTIFY THAT THE ABOVE PLAT REPRESENTS A SURVEY MADE BY ME OR UNDER MY SUPERVISION ON THIS DAY AND THAT ALL CORNERS ARE SET AS SHOWN. NO INDEPENDENT SEARCH FOR EASEMENTS, COVENANTS, ENCUMBRANCES, OR ANY OTHER FACTS WHICH AN ACCURATE TITLE SEARCH MAY DISCLOSE WAS PERFORMED. RR�� D HICKEY, AR PLS #140IJ �E IREG/S 4k ' ... r r CENTRAL 0 ARKANSAS ENGINEERING #269 DISCLAIMER UTILITIES SHOWN ARE NOTED BY VISIBLE OBSERVATION ONLY. UNDERGROUND UTILITIES ARE TAKEN FROM UTILITY MAPS. EXACT LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE, NO EXCAVATION HAS TAKEN PLACE AS OF THIS DATE TO DETERMINE THE EXACT LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS SURVEY. FLOOD STATEMENT BY GRAPHIC PLOTTING ONLY, ACCORDING TO FEMA FIRM #0501810109F, DATED OCTOBER 19, 2001, PORTIONS OF THIS PROPERTY LIE IN ZONE "AE" AND ZONE "X," WHICH HAVE BEEN DETERMINED TO BE 100-YEAR AND 500-YEAR SPECIAL FLOOD HAZARD AREAS, RESPECTIVELY. RR SPIKE 587033'44"E-11358.34' S87°33'44"E-1,311.66' (GLO=1,293.60') 587°24'Ol"E-1,314.14' 109.88'(BY PRORATION) - - _ (GLO_1,318.02') (GL0=1,318.02') (GL0=111.54') o M NA[L IN CONC. POST NE wl NW _M I� o NW I NE I NE 13 Wl/2 +(M)N86-14 m NE I I NW o z NAIL IN _ _ CONC. POST_ N87°12'S5"W-1,3"X" IN '05"W -1,317.79' N89°13'54"W-1,314.(W CONCRETE i�j M b c 0 m o �^ SE M w SW I� I ��g NW �I I SE o o NE NE I S87°04'23"E - 1,19'3Z o 3/4" PIPE z N87°04'23"W_1,338.ST S88°02'17"E-1'318.65' 61.83' 1"PIPE _ - 588°02'17"E- 1,318.65' e 1/2" REBAR - - STONE I� NW M m� N I NE SW Q o NE o- l SE SE I SW ^ O P S88°09'44"E-1,316.19' N S'8g°p9'g4^E-1,316.13' zN87029'06"N n NI° u Im SW SW I N o SE w l SW I N SE SIN SE SE ~ zy I z IRON BOLT AXLE LN86036'Oi1,189.84' _ 131161' N 1,313.61' (GLO=1,100.88') N87(SP48"W 1,397.69' N88017'13-2,627.22' BRASS MON. 91.31'(BY PRORATION) (GLO=1,393.92') (GL0=2,639.34') (GL0=90.42') SECTION 23, T-1-N, R-12-W SURVEY BREAKDOWN CURRENT OWNER OF RECORD CLIENT NAME CITY OF LITTLE ROCK CITY OF LITTLE ROCK PARKS & RECREATION DEPARTMENT 500 WEST MARKHAM 500 WEST MARKHAM ROOM 338 ROOM 108 LITTLE ROCK, ARKANSAS LITTLE ROCK, ARKANSAS AND PULASKI COUNTY PARCEL NUMBER GRANITE MOUNTAIN QUARRIES, INC 1010 SHAMBURGER LANE A PORTION OF 341-3420001500 LITTLE ROCK, ARKANSAS 1. BASIS OF BEARING FOR THIS SURVEY IS BASED ON ARKANSAS STATE PLANE GRID COORDINATES(NAD83 DATUM). MEASURED DISTANCES ARE GRID DISTANCES. ELEVATIONS SHOWN AREABOVE MEAN SEA LEVEL (NAVD88 DATUM). 2. REFERENCES, A. LENDERS TITLE COMPANY LIMITED TITLE SEARCH, FILE NUMBER 11-008957-050, AND DATED MARCH 3, 2011, AS SUPPLIED BY THE CITY OF LITTLE ROCK PARKS DEPARTMENT. B. QUITCLAIM DEED FROM LANEY TO THE CITY OF LITTLE ROCK, FILED IN DEED BOOK 319, PAGE 120, AND RECORDED SEPTEMBER 19, 1945. C. EASEMENT IN FAVOR OF SOUTHWESTERN BELL TELEPHONE COMPANY FROM THE CITY OF LITTLE ROCK, FILED AS INSTRUMENT #2002175915, AND RECORDED SEPTEMBER 12, 2002. BEING A 10 FOOT WIDE UTILITY EASEMENT FOR UNDERGROUND TELECOMMUNICATION SYSTEMS. SAID EASEMENT CANNOT BE PLOTTED. D. EASEMENT IN FAVOR OF SOUTHWESTERN BELL TELEPHONE COMPANY FROM THE CITY OF LITTLE ROCK, FILED AS INSTRUMENT #2002175919, AND RECORDED SEPTEMBER 12, 2002. BEING A 10 FOOT WIDE UTILITY EASEMENT FOR UNDERGROUND TELECOMMUNICATION SYSTEMS. SAID EASEMENT CANNOT BE PLOTTED. E. GENERAL LAND OFFICE SURVEY PLATS AND NOTES OF TOWNSHIP 1 NORTH, RANGE 12 WEST. F. SURVEY BY GARVER ENGINEERS OF THE GILLAM PARK INCLUDING THE SUBJECT PROPERTY WITH A DATE OF APRIL 2000, AND SEALED BY LANNY R. BEAVERS (PLS #1392). SAID SURVEY SHOWS THE NORTHWEST CORNER OF THE NE1/4, NWi/4, OF SECTION 26. 3. THIS PLAT REPRESENTS A SURVEY OF A PORTION OF LAND CURRENTLY OWNED BY THE CITY OF LITTLE ROCK (PARCEL #34L3420001500). ONLY THE PORTION SHOWN AND LABELED HEREON (I.E., THE PORTION WEST OF INTERSTATE 530) SHALL HAVE OWNERSHIP TRANSFERRED AND IS ALL THAT IS A PART OF THIS BOUNDARY SURVEY. II I �CG�O�C� O�QPNy I 3 INTERSTATE RIGHT-OF-WAY PER AHTD JOB #6696 I I FOUND 3/4" PIPE NORTHWEST CORNER NW 1/4, SW 1/4" I SECTION 23, T-1-N, R-12-WLl�'-�5111W - 347.41' (M) COMPUTED NORTHWEST CORNER SW 1/4, SW 1/4� SECTION 23, T-1-N, R-12-W r � G�O�Gtr� P�pC� �C S POINT OF BEGINNING (SURVEY) FOUND AXLE SOUTHWEST CORNER SW 1/4, SW 1/4 SECTION 23, T-1-N, R-12-W Y NORTH LINE NW 1/4, SW 1/4 -11 6.° `N06022'03" FOUND AHJI R/W SIGN 27 I NW 1/4, o- I SW 1/4 M 12.45 ACRES I IN THE NW 1/4, SW1/4 r` M n o N INTERSTATE RIGHT-OF-WAY PER AHTD JOB #6696 z 0 I 0 N WC I C - I 3 CLR TRACT 1 28.45 ACRES 1,239,248.94 SQ FT CLEARED CORRIDOR ADJACENT TO R/W, POSSIBLE UTILITY EASEMENT--j OR RIGHT-OF-WAY 78.17' 1 86 3 z ....... ... o, - o 0 b'SZ_'E - 842.91' (M) - - - 01035'19"E - 61.83' (M) - ND 1" PI E NO THWE5T ORNER NE14;SWi/�y - " SE aN 23, IFl-N, R-12-W \ W • 12.00 ACRES IN THE SW 1/4, SWl/4 I ' SW 1/4, I SW 1/4 IFOUND AHTD IR/W SIGN z 0 A I W • N S8 44"E - 5 8.78- • S86°36' ATE RIGHT-OF-WAY J/ PER AHTD JOB #6696 I CN`G�O�GC&P, I z I IA I I I 3 z NE 1/4, z SW 1/4 ......--•- o..... . 3 30"E 1,190.75' (M) - INTERSTATE C NTERLINE - - -. PER AHTD JOB #6696 O Gl� i W •'-' M g ...... - SE 1/4, z SW 1/4 3 ....-...... ......... P•' COMPUTED BY PRORATION • • • BASED ON GLO NOTES & PLATS AND GARVER SURVEY (SEE NOTE #2F) 3 SOUTHEAST CORNER ( SW 1/4, SW 1/4 SECTION 23, T-1-N, R-12-W 09"E - 590,98' (M) (NO- SET DUE TO FLOODING/UNDERWATER) IS0202 '07W- 91.31' (M) - - - - SOUTHWEST CORNER SE 1/4, SW 1/4 z l •. SECTION 23, T-1-N, R-12-W (NOT SET DUE TO FLOODING/UNDERWATER) o•.'•'•'•'•'- 3 of II co uj V Z Q za G W Z Z ZJ Qp o co � a. UD W r LL 0 0 r F- 0 W Y� L) W J Q 1~- Z J p LL 0 O M W U WE STATE OF ARKANSAS FILING CODE 500-01N-12W-0-23-300-60-1401 -Z-2 2Z5 %q3 R97INa1 PAGE CLR1 1 of 9