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Home My WebLink AboutS-1573 Map 7E 100 so 0 100 200 300 SCALE: 1' a 100' - BASIS OF BEARINGS: FROM McCLELLAND ENGINEERS ACCESS EASEMENT DESCRIPTION ALONG THE WEST LINE OF THE NEY4 OF THE SEY4 OF SECTION 12, T-1-N, R-12-W, PULASKI COUNTY, ARKANSAS. UTTLE-ROCK MUNICIPAL I FAGHT-011--WAY ABArDONuEM DESCFEYMN A TRACT OF LAND LOCATED IN THE SEY4 OF SECTION 12, TOWNSHIP 1 NORTH, RANGE 12 WEST, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NEY4 OF THE SEY4 OF SAID SECTION 12, T-1-N, R-12-111h, THENCE ALONG THE WEST LINE OF SAID NEY4 OF THE SEX S01'36'37'W, 644.38 FEET TO THE POINT OF BEGINNING; THENCE S88'40'58"E, 36.12 FEET TO THE EAST RIGHT-OF-WAY LINE OF FRAZIER PIKE; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE S01'I9'02'W, 255.28 FEET TO A FOUND r REBAR; THENCE CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE S01-30'03-W, 490.74 FEET TO THE INTERSECTION WITH THE WESTERLY EXTENSION OF THE SOUTH RIGHT-OF-WAY LINE OF E. 22ND STREET; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE N137'49'08"W, 439.00 FEET TO THE INTERSECTION WITH THE EAST RIGHT-OF-WAY LINE OF BOND STREET; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE N27'50'06"W, 143.79 FEET TO THE INTERSECTION WITH THE NORTH RIGHT-OF-WAY LINE OF E. 22ND STREET; THENCE ALONG SAID NORTH RIGHT-OF-WAY LINE ON A CURVE TO THE LEFT WITH AN ARC DISTANCE OF 161.80 FEET TO A FOUND )r REBAR, SAID CURVE HAVING A RADIUS OF 176.60 FEET AND A CHORD BEARING AND DISTANCE OF S63'25'43'E, 156.20 FEET; THENCE CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE S87-49'08'E, 307.74 FEET TO A FOUND h- REBAR BEING THE INTERSECTION WITH THE WEST RIGHT-OF-WAY LINE OF FRAZIER PIKE; THENCE ALONG SAID WEST RIGHT-OF-WAY LINE N01'37'05"E, 429.55 FEET TO A FOUND Ye" REBAR; THENCE CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE N01'21'22'E, 255.53 FEET TO A FOUND A7 REBAR; THENCE LEAVING SAID WEST RIGHT-OF-WAY LINE S88'40'58'E, 23.05 FEET TO THE POINT OF BEGINNING, CONTAINING 1.600 ACRES (69,675 S.F.). MORE OR LESS. FOUND 1/2 REBAR LITTLE ROCK MUNICIPAL AIRPORT COMMISSION FOUND FOUND EBAR 3/8' REBAR 1J2' R FOUNO 1/Z" REI 11 /, I � � f FOUND 1 3/8" REBAR J. BAYARD SNOWDEN III, REVOCABLE TRUST POINT OF BEGINNING S 01'36'37" W --��- 644.38' I, LANNY R. BEAVERS, ARKANSAS REGISTERED LAND SURVEYOR NO. 1392" HEREBY CERTIFY THAT A SURVEY CREW OF GARVER ENGINEERS UNDER MY DIRECTION HAS PERFORMED AN ORIGINAL SURVEY OF THE PROPERTY DESCRIBED HEREON, AND THAT THIS DRAWING IS AN ACCURATE PORTRAYAL OF THE SURVEY RESULTS. LAH 8 2 DATEr POINT OF COMMENCEMENT NW CCR.. NE1/4., SE1/4, SAC. 12. T-1-N, R-12-W NO STATE of •. ARKANSAS _ NO, 13 • �.. .NO No 4� fly V/ • •. •. •• C]V \\ti U10 01 a- a �Q W LU Z O 0� 0 J Z li O a W Cr M 0a 04 ppY y Z O O¢ E. 2M St and Frazier Pike Street Right-d--Way Abandonment Job No.:06052020 Date: June, 2007 Designed by BWB Drawn by BWB Sheet Number X 1 100 50 0 100 200 300 SCALE: 1' = 100' - BASIS OF BEARINGS: FROM McCLELLAND ENGINEERS ACCESS EASEMENT DESCRIPTION ALONG THE WEST LINE OF THE NEY4 OF THE SEY4 OF SECTION 12. T-1-N, R-12-W, PULASKI COUNTY, ARKANSAS. E FOUND 3/4' REBAR 0 0 N N 0 E PD. 1_1/2- - - ALUM. CAP o 0I -of - ` 1 �p 3I LITTLE ROCK MUNICIPAL p - AIRPORT COMMISSION ON IRTXSRSRAIL GURIEO I'll ZI ASPHALT FOUND 1/2' REBAR FOUND l _ _ _ _ _ _ COTTON SPINDLE - FRAZlER PIK8 4A9ANgONF } FOUND I I RI131-M-Or-WAY FOUND 1/2' REBAR LITTLE ROCK MUNICIPAL FOUND FOUND 1/2' REBAR AIRPORT COMMISSION - 31W REBAR II FOUND 1/2� REBAR k� I LITTLE ROCK MUNICIPAL AIRPORT COMMISSION 1 F'CUND 3/S" REBAR I I - In FOUND 1/2' REBAR J. BAYARD SNOWDEN III, i REVOCABLE TRUST REBAR FRAZEE N al-337'05' E 429.56 SS 0 p103 x 490 4' I F A TRACT OF LAND =ATED IN THE SEY4 OF SECTION 12, TOWNSHIP 1 NORTH, RANGE 12 WEST, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NFy OF THE SEh OF SAID SECTION 12, T-1-N, R-12-W. THENCE ALONG THE WEST LINE OF SAID NEK OF THE SEY S0136'37'W, 644.38 FEET TO THE POINT OF BEGINNING; THENCE 588'40'58'E. 36.12 FEET TO THE EAST RIGHT-OF-WAY LINE OF FRAZIER PIKE; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE SOl-19'02'W, 255,28 FEET TO A FOUND V REBAR: THENCE CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE S01'WOrW. 4M74 FEET TO THE INTERSECTION WITH THE WESTERLY EXTENSION OF THE SOUTH RIGHT-OF-WAY LINE OF E. 22NO STREET. THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE N87'49'OB'W, 439.00 FEET TO THE INTERSECTION WITH THE EAST RIGHT-OF-WAY LINE OF BOND STREET., THENCE ALONG SAID EAST RIGHT-OF-WAY LINE N27'50'06'W, 143.79 FEET TO THE INTERSECTION WITH THE NORTH RIGHT-OF-WAY LINE OF E. 22NO STREET; THENCE ALONG SAID NORTH RIGHT-OF-WAY LINE ON A CURVE TO THE LEFT WITH AN ARC DISTANCE OF 161,80 FEET TO A FOUND 3r REBAR, SAID CURVE HAVING A RADIUS OF 176,60 FEET AND A CHORD BEARING AND DISTANCE OF SS3'29*43'E, 156.20 FEET: THENCE CONTINUING ALONG SA30 NORTH RIGHT-OF-WAY LINE SB7'49'WE. 307.74 FEET TO A FOUND V REBAR BEING THE INTERSECTION WITH THE WEST RIGHT-OF-WAY LINE OF FRAZIER PIKE; THENCE ALONG SAID WEST RbOAT-OF-WAY LINE NOI'37'05'E. 429.53 FEET TO A FOUND ly' REBAR: THENCE CONTINUING ALONG SAID WEST RIGHT-OF-WAY UNE 110111'22%. 255.53 FEET TO A FOUND Yr' REBAR: THENCE LEAVING SAID WEST RIGHT-OF-WAY LINE SBB'40'58'E, 23.05 FEET TO THE POINT OF BEGINNING, CONTAINING 1.600 ACRES (69,675 S.F.). MORE OR LESS. I Ij1 I FOUND FOUND I POINT OF COMMENCEMENT NW COR., NEI/4, SEI/4, SEC, 12. POINT OF BEGINNING I S2 # T-1-N, R-12-W 1/2- RE N0 171'22" E 255, F0. 1 2' REI 5.0119'02" W 255 CEF SCATM OF SURVEY I. LANNY R. BEAVERS, ARKANSAS REGISTERED LAND SURVEYOR Na 1392. HEREBY CERTIFY THAT A SURVEY CREW OF GARVER ENGINEERS UNDER MY DIRECTION HAS PERFORMED AN ORIGINAL SURVEY OF THE PROPERTY DESCRIBED HEREON, AND THAT THIS DRAWING IS AN ACCURATE PORTRAYAL OF THE SURVEY RESULTS. taN7�� 2Ic DATE i111f111111l11j1 STATE QF : ARKANSAS NO, 13 YID U,ti O j �< 0 W LU: Z O �+ 2 Z — 00 a. JIz Yo W UQ Hv -.t Y �Z8 y I-" ZiZ E. 22nd St and Frazier Pike Street ftht-d-Way Abandonment Job No.:06052020 Dole: June, 2007 Designed bY. BWB Drawn by BWB Sheet Number 1 FOUND 1/2' REBAR 100 50 0 100 200 300 SCALE: 1' - 100' - BASIS OF BEARINGS: FROM McCLELLAND ENGINEERS ACCESS LITTLE ROCK MUNICIPAL FOUNDAIRPORT COMMISSION EASEMENT DESCRIPTION ALONG THE WEST LINE OF THE NEY, OF FOUND 3/8" REBAR THE SEY4 OF SECTION 12. T-1-N, R-12-W. PULASKI COUNTY, 1/2' REBAR ARKANSAS. N N pip ]rE n i/UR EBAR -'r Zto LITTLE ROCK MUNICIPAL I FOUND Q �- /cl AIRPORT COMMISSION 3/B' REBAR I r W I Pi - FD• 1-1/2" A o N N FOUND ALUM. CAP m 1/2" REBAR I � J. BAYARD SNOWDEN 111, I k, W Y� m REVOCABLE TRUST N 0 -- LITTLE ROCK MUNICIPAL rnt 1 AIRPORT COMMISSION N IiS �QEL . ' BURIED tN m i L ASPHALT Z 1 FOUND REBAR FOUND FOUNp I G FOUND 1/2" RE9AR_ 1/2' REBAR .4 POINT OF FOUND 1/2' REBAR FOUND I COMMENCEMENT i 3/4' REBAR _ _ _ _ _ _ COTTON SPNQLE - _ N Q1.37'05` E 429-58' r �- N 01R1'22' E 255.53' I NW OR., 4, ti POINT OF BEGINNING / / FRA21ER P1KF_(A9AN8BNw_ F NO I �Y~•F � SEC.-N2.R-12-WI-- RA21 R PI 6 / Fi7. 1 2' REBAR_ _ _ S 01-36'37' W �� .rr.�. — .� •-_• �.. y - — - - 644.38' - - -- - - - U S OT' mm- 49 4' FOUND+ S 36.1 i0 8 , O : ^ 1/2' REBAR �+ - 1 /< 3� I , 4 < �W x- ----------------- - - - -- ~''2 00 �w tE co lar E I o� a ,w a ,�j1►lillllllll// Z N �EC,I ST�/?ee ' • o i a FtlfWOF-WAY ABArDONuENT O�'CRFTION CERTIFICATION OF SURVEY _�•••••••••••GIG I rf ffr� -•J r 9 •• STATE OFGo o w A TRACT OF LAND LOCATED IN THE SEY4 OF SECTION 12, TOWNSHIP 1 NORTH, RANGE 12 WEST, CITY OF LITTLE ROCK, I, LANNY R. BEAVERS, ARKANSAS REGISTERED LAND SURVEYOR NO. 139Z HEREBY CERTIFY � • ■ � E. 22rdRand v� PULASKI COUNTY, ARKANSAS. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT A SURVEY CREW OF GARVER ENGINEERS UNDER MY DIRECTION HAS PERFORMED AN + ARKANSAS • - Frazier pike y E ORIGINAL SURVEY OF THE PROPERTY DESCRIBED HEREON. AND THAT THIS DRAWING IS AN _ e NO, G. _ o COMMENCING AT THE NORTHWEST CORNER OF THE NEY4 OF THE SEY4 OF SAID SECTION 12, T-1-N, R-12-W; THENCE ALONG ACCURATE PORTRAYAL OF THE SURVEY RESULTS. _ • • - ${reel:RW-0fWay THE WEST LINE OF SAID NEY4 OF THE SEY4 SOl'36'37'W, 644.38 FEET TO THE POINT OF BEGINNING; THENCE S88'40'58"E, _ • • _ i S 35.12 FEET TO THE EAST RIGHT-OF-WAY LINE OF FRAZIER PIKE; THENCE ALONG SA10 EAST RIGHT-OF-WAY LINE Ab811d0�ImBi1� � n S0119'02-W, 255.2E FEET TO A FOUND h- REBAR: THENCE CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE SOi'30'03'W, ~ JN 490,74 FEET TO THE INTERSECTION WITH THE WESTERLY EXTENSION OF THE SOUTH RIGHT-OF-WAY LINE OF E. 22ND STREET; LAN 8 112 DATE rQ •� ��• V � � I THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE N87'49'08"W. 439.00 FEET TO THE INTERSECTION WITH THE EAST RIGHT-OF-WAY LINE OF BOND STREET; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE N27'50'O6'W, 143.79 FEET TO THE G• E a o �i ,�n ■• R l�v ►• �� Job No.: 06052020 � INTERSECTION WITH THE NORTH RIGHT-OF-WAY LINE OF E. 22ND STREET; THENCE ALONG SAID NORTH RIGHT-OF-WAY LINE rf � ,1A�+f+�•••■■ ON A CURVE TO THE LEFT WITH AN ARC DISTANCE OF 161.80 FEET TO A FOUND )r REBAR, SAID CURVE HAVING A 007 OF�TM6.6 F ET AND A CHORD WAY LINE 587EARING E, AND DISTANCE FEET ETOFA FOUND 1"ER56.20EBAR BEING THE THENCE TERSECnON WITH THE SAID WEST Date.,'F�� L LAN�\� �` Designed nbyZ BWB I RIGHT-OF-WAY LINE OF FRAZIER PIKE; THENCE ALONG SAID WEST RIGHT-OF-WAY LINE NOl'37'05"E, 429.58 FEET TO A A/ i I I I I 11111 Drawn by. gyy8 FOUND r REBAR; THENCE CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE N01'21'22'E, 255.53 FEET TO A FOUND Yt" REBAR; THENCE LEAVING SAID WEST RIGHT-OF-WAY LINE S88'40'58"E. 23.05 FEET TO THE POINT OF BEGINNING, CONTAINING Sheet Number iu 1.600 ACRES (69.675 S.F.). MORE OR LESS. ova 1 3 OXE