Loading...
HomeMy WebLinkAboutS-1074-D Map 1' 1 : 1 • I 1 � 50 Scale 1" 50 = 50 ft 150 CURVE LENGTH DELTA RADIUS TANGENT C1 230.50' 89.32'07" 147.50' 146.31' ! r I R 170.00' CDS09' 18'48" E LC56.91 ' N 171692.05 E 1171987.41 N 171694.17 .02.E W E 1171867.45 120.00' _ m , 190. 00• o� o (Uc 'I I B oI . o s VA ems_ IM o 0 31 R 1863 I CD Z I �(U es •r •'•�Cy15 TER��`' I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL •••" OF PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE. SHOWN AND DESCRIBED HEREIN, DO f STnT b OE•''•at • AYIUKSAS SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, . <, 2A s MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY .�`.•. L� ! ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL LEGAL DESCRIPTION 1 i AL.) ? e ,� s SURVEYING REQUIREMENTS OF THE UTTLE ESTATE IN ACCORDANCE WITH THIS PLAT. s16NAIo (J i ROCK SUBDIVISION RULES AND REGULATIONS LOTS 26R THROUGH 31R, BLOCK 1. s "' •° 41 f Piedmont Corporation Sn ' ,C2 HAVE BEEN COMPLIED WITH. 4001 East 13th St. PART 'OF TRACT B, GLENN JOHNSON RANCH, A SUBDIVISION IN PULASKI •''• 40�•• A North Little Rock, AR 73114 COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: �;,• AL LA�...••'`/7 �Q� D TE `OF EXECUTION BEGINNING AT THE SOUTHWEST CORNER OF SAID TRACT B; THENCE "••••»••••"'•• v 1401'00'58"E ALONG THE WEST LINE OF SAID TRACT B, 324.01 FT.; GATE OF EXECUTION PAUL M. WHITE S THENCE S15959'02"E, 120.00 FT., TO THE WEST RIGHT-OF-WAY LINE OF CHEVAUX CIRCLE; THENCE S01'00'58"W ALONG SAID WEST RIGHT-OF-WAY. REGISTERED LAND SURVEYOR 35.32 FT.; THENCE SOUTHERLY ALONG SAID WEST RIGHT-OF-WAY NO. 1281, ARKANSAS LINE. BEING THE ARC OF A 170.D0 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S09'18'4E`E, 56.91 FT.; THENCE INSTRUMENT N0. 96-3323 SOUTHERLY AND SOUTHEASTERLY ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF A 75.00 FT. RADIUS CURVE TO THE LEFT A CHORD BEARING AND DISTANCE OF S43336'33"E, 144.79 FT.; THENCE EASTERLY ALONG THE SOUTH RIGHT-OF-WAY LINE OF CHEVAUX CIRCLE, BEING THE ARC OF A 170.00 FT. RADIUS CURVE TO THE LEFT, ACHORD 0!!ST,CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL BEARING AND DISTANCE OF S7819'15"E, 59.32 FT.; THENCE A@l AS S8913'40"E ALONG SAID SOUTH RIGHT-OF-WAY LINE, 54.26 FT. TO �I LJ THE NORTHWEST CORNER OF LOT 25, BLOCK 1, CHEVAUX COURT, AN i • • • I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE I A R E G I S T E R E D THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS: AND ALL OF THE S01'46'20" W ALONG THE WEST LINE OF SAID LOT 25, 122.50 FT. TO �r P g F E S S I g N h L PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN THE SOUTH LINE OF SAID TRACT B; THENCE N8t313'40"W ,ALONG THE ENGINEERING REQUIREMENTS OF .THE LITT COMPLETED, THIS DOCUMENT IS HEREBY SOUTH LINE THEREOF, 11.26 FT.; THENCE N8T13'35"W ALONG SAID < E;NGINCER SOUTH LINE. 331.64 FT. TO THE POINT OF BEGINNING CONTAINING \j •, * • ROCK SUBDIVISION RULES AND REGULATIO ACCEPTED. THIS CERTIFICATE IS HEREBY 68,167 SO. FT. OR 1.5649 ACRES MORE OR LESS. �.j� N0.5033 Q' HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID ' � 11 1� RULES AND REGULATIONS. P DATE OF E7(E1CUT10N 71M Y E. DATERS d 20� REGISTERED PROFESSIONAL DATE OF EXECUTON LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS' COMMISSION i ,1 0 l O C 9°°v W 124.04' A06.07" e 1 1 ` Q�O� G 25 r 1 3 0 R I °�µ \ 1 2 C', \`. ' R75.00' CDS43'36'33"E�_ �\ S LC144.79' \ --R 170.00' _ CDS78'119.1TE CHEVAUX CIRCLE (451) '\ �LC59.32' LOCK 1 - - - - G� o \.63, 8' a3 j5 . S88.13'40'E o $ 10 n 15.75, 54.26, n _ _ 2 9 R EASEMEN 171482.04 \° M r b oA h Y E 1172208.22 .N r o 3 N 26R 2' _ �b^�q 2 8 R N 2 7 R ru N Z+ Cu L- 1�`d--- --J N 171370.21 51.00 5° 151.90' E 1171861.70 I N88'13'35'w / SW Corner of Tract B Glenn Johnson Ranch Subdivision 13 BLOCK, 26 CHENAL VALLEY Plot Book E. page 546 49P 70.00 00, .64' 14 58.74' 1 N 171359.95 E 1172193.11 171359.60 1172204.43 e N88'13'40'W PAGIS MONUMENT If 2078-0169 CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR: RECORD 19, IN PLAT BOOK PAGE �j GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN =-__= ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: 1:41.580 j PLA T OF W LOTS 26R 31R, BLOCK 1 PHASE I-C e� z ^ CHE VA UX CO UR T AN ADDITION TO THE CITY OF PAGIS MONUMENT 2078-0170 LITTLE R 0 CK, ARKANSA S N BEING A REPLAT OF n oN LOTS 26-31, BLOCK 1 S88'13'40"E i 569.33' CHEVAUX CO UR T PHASE I-C © VV lfllll l! 1L-IMA 1! 1L'/ W OY lLiYf,YLL!/CZA /! 11/► 9 1L7V 0. CIVIL ENGINEERING, LAND PLANNING k DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 O