Loading...
HomeMy WebLinkAboutS-1074-J Map 644�t 50 0 50 150 Scale 1' = 50 ft \ y. on[f¢ paaw"P. 10Ul MrO P.R / \ THS I � •�� � / 1 G 4 t� / v1CIN MAP CURVE LENGTH DELTA RADIUS TANGENT C1 i 226.38' 8628'15' 150.00' 1141.03-7 I 1 31 t O2 I S89'05' 15" E 385.00' S28.14 % _ / 4,�+Ci1STE� 146.62' 107.86' 65.00' cp 65.52' �3 106. g38"E i fr S sAs ~ °� �,ti� N ACCESS. unulr °¢ ��s )06.83 ? N .12s1 �p ACCESS. UnUi1' ORNNAGE ESMT.- s7.60_ r ® I 30 DRAINAGE 50.89� 8�?6.� / SCHA ���a {s �' o o ' Ll• S 43 � 44 N 45 N 46 �,, I m _ _I •.,y� LAi�p .'r 42 LOCK 1, �'2 E„1L ' / a •^ ti� it b , %9 55.19 .3 . 56.40' 65.52' 85.10' ID `{A S89.05'1SE ^ N I I 4.( v� 146.3T 8 // 11Q54'S5 n 10' Eamt. 1 I 1 _ 142.00' _ �' ?/Of A� rT f e-t% I I0 G1 / r g��B A it f S AS 1 1 I t4o°' 7 60a 1 155.09' 9s?611_j 30 l 1 it1zo6.1 I 40 14T 2Y / 148.60' 700Zp0'%pIf I 8650'011 18roe•t5 I 39 I I I 144.55' �Nr�s�� 38 �$ .8' L _ I40.6200 b + I(o J r--{ ! i toI Fn a I 37 �� Io ' Io 0 0 4t9• 136.39' z I s y I I 36 f I IS N 37.1' I 132.16' I �N;- h� I o I 35 I 127.93, I Q� I ,1 WM r I 34 I I as ' 123.55' 8 33 ui n L - 32 0 120.00' N8&59'02"W 120.00' 31R PLAT 8K. F, PG. 129 u"m: Ia, ; REGISTERED `r s I ESMr - j do PROFESSIONAL / n ,{_ _5 1 ! CDS11'17'05"R597.96' W ENGINEER oor� ro�' i LS�s Eamt '8&?6,jr LC9.84' I i'lf0 NO.SQ83 23 u•as L �-'- tsi w 5 ` - _ N8; 11V E T/%y E Ol / / 179' I O 1 7 .� PAGIS Marla, 7 N85'33' 5a5 30, ? 2078-01 os 010 <c 3o w O 130.1 T 6 1 � 120.00' '�� 26 ' v,l 9ao7•�• l 2 1 Cv 179'84.40• 1s, 1 of zz I fV to I o 5, I 1 to 4 b 120.04, 3 a I I 25 I ' CERTIFICATE OF OWN WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANT - to .?'J/2ov•� y� DATE OF EXECUTION PIE ONT PO ION /N��u' 40 1 East 13th t. North Little Rock, AR 73114 INSTRUMENT NO. 96-3323 -Z?-oZ DATE OF EXECUTION T.W. HOLMES, INC. T.W. OLM DA F EXECUTION k�SE III, INC. DAVID PICKERING JR 7-Z:Lzd�f' 6`a DATE OF EXECUTION DAVID H. PICFING 42-- DATE OF EXECUTION MARY L. ICK1 CERTIFICATE OF SURVEYING ACCURACY 1, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. -2g -02 DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WIT DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS $I PURSUANT TO THE LITTLE ROCK SUBDIVISION '0 I o _ _ - RULES AND REGULATIONS, AND ALL OF THE Cl I 2 > 10 o - ` - - I I CONDITIONS OF APPROVAL HAVING BEEN `3 I ° h1 I COMPLETED, THIS DOCUMENT IS HEREBY 120.08' �oo ACCEPTED. THIS CERTIFICATE IS HEREBY � I I 24 EXECUTED UNDER THE AUTHORITY OF SAID - j - RULES AND REGULATIONS. - 20 143,`'� I ' Q� I DATE OF EXECUTION LITTLE ROCK PLANNING 120.12' Woo N I COMMISSION co I N 5 23 I Q I W� SI 19 O -j 1 CERTIFICATE OF RECORDING y J I 6 I 22 o j THIS DO UMENT NUMBER b' 5 S FILED �R f 8 I I y ' I RECORD � 20Z� 'I PLAT BOOK I I I PAGE 433 :......__ Ito 15' 15' 120.19, �� ACCESS oRAu+ACE ESMT I ') I 1 I` CHAR Y Y, Cirowt' Reor+r�er I GENERAL NOTES: �II 17 05 181.E "' N �- �- a I I N- j 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS. I°a tv ' -� ff �_ - 2. ALL EASEMENTS SHOWN = = _ _ ARE TO BE USED FOR DRAINAGE 121.36' I I AND/OR UTILITIES. m m 3. LOTS WITH ROUNDED CORNERS ARE �-- 8 I a MEASURED TO A POINT OF INTERSECTION OF LOT tz.s 0 9 20 I LINES AND NOT POINTS ON A i I % 6 I i- I CURVE. o 0- - _ - I I 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 1 123.45' I 3 I I 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 r `n 9 I 19 � I 6. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, ^I'7�31 J `5 N �' I INSURANCE WORK MAP D �� a - I - - - - FLOR°OPUBASKNQCOUNTYARY ARKANSAS. w �� E+mt. �1.92' - a, -b• '� _ i N88.59'02"W p 10 I OI 121.92' Z i I 14R I PLAT 8K. F, PG. 162 - - _ _ PLAT OF 1 -1 CHEVAUX IV O C ZD F-- - - - - _ - - i ` 13 PART OF TRACT B, GI ENN JOHNSON RANCH SUBDIVISION, PULASKI COUNTY, LOTS > & > 5 - 2 3, BL 0 CK 3 1 ARKANSAS, LOCATED IN THE SE1/4 OF SECTION 14, T-2-N, R-14-W, MORE PARTICULARLY DESCRIBED AS: 3013 AND ( \ BEGINNING AT THE NORTHWEST CORNER OF LOT 31 R, BLOCK 1, CHEVAUX ill • '�•� COURT, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE N THENCE ALONG THE WEST LINE OF SAID TRACT B, 8106.6 FFT L 0 TS 32 - 4 6, BL 0 CK I THENCE S89'05'15"E, 385.00 FT.; THENCE S78'14'38"E, 106.63 FT. TO A ARKANSAS STATE PLANE COORDINATES ( POINT ON THE WEST RIGHT-OF-WAY LINE OF CHEVAUX COURT; THENCE NORTH ZONE 1 S11'45'22"W ALONG SAID WEST RIGHT-OF-WAY LINE 229.00 FT.; N 171694.17 E 1171867.45 i \ THENCE SOUTHERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY \ LINE, BEING THE ARC OF A 597E FT. RADIUS CURVE TO THE LEFT CI-1 TTj�T T�UX COURT 20 N t72529.59 E 1t71882.27 � A CHORD BEARING AND DISTANCE OF S11'1T05W, 9.84 FT. TO THE/ .L/�'/ V 03 N 172523.46 E 1172267.22 �� NORTHEAST CORNER OF LOT 2, BLOCK 3, SAID CHEVAUX COURT; THENCE N8533'30"W ALONG THE NORTH LINE OF SAID LOT 2, 130.17 FT. TO THE ® N 172501.74 E 1172371.62 NORTHWEST CORNER THEREOF; THENCE SO4'26'30"W ALONG THE WEST UNE OS N 172277.54 E 1172324.96 OF SAID LOT 2 AND ALONG THE WEST LINE OF LOTS 3, 4, 5, 6 MID 7, AN ADDITION TO THE CITY OF © N 172267.89 E 1172323.02 - SAID BLOCK 3, 400.00 FT. TO THE SOUTHWEST CORNER OF SAID LOT 7; THENCE S0737'56"W ALONG THE WEST LINE OF LOTS 8, 9 AND 10, SAID 70 N 172277.98 E 1172193.24 BLOCK 3, 162.57 FT. TO THE NORTHEAST CORNER OF LOT 14R, SAID BLOCK LITTLE ROCK ARKANSAS ® N 171879.19 E 1172162.27 3; THENCE N8659'02"W ALONG THE NORTH LINE OF SAID LOT 14R, 121.92 FT. TO THE NORTHWEST CORNER THEREOF, SAID CORNER LYING ON Q N 17171E 1172 THE EAST RIGHT-OF-WAY LINE OF CHEVAUX CIRCLE; THENCE N01.00'5e E PHASE 4 ® N 171718.95 .95 E tt72032..91 1 ALONG SAID EAST RIGHT-OF-WAY LINE, 62.01 FT.; THENCE N88'59'02'W, ©1 N 171781.75 E 1171989.00 45.00 FT. TO A POINT ON THE CIRCLE; THENCE 501'00'WW ALONGTSAID WEST RIGHT-OF-WAY WAY LNE OF INE, BEING PART OF TRACT B, ® N nna,.7s E 1n1969.00 89.72 FT. TO THE NORTHEAST CORNER OF SAID LOT 31R, BLOCK 1; THENCE ® GLENN JOHNSON RANCH SUBDIVISION N 171692.05 E 1171987.43 N88'59'02"W ALONG THE NORTH LINE OF SAID LOT 31 R, 120.00 FT. TO THE POINT OF BEGINNING, CONTAINING 6.5197 ACRES MORE OR LESS. PULASKI COUNTY, ARKANSAS APRIL, 2002 FINAL PLAT Signed BY: DLit TZLW A A1.4 (0C.1e91T= ZICDATE: CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 OZ OL4OBI' Tned 2002 05 :90 :9T 92 unr ant 1V1d\I'3SVHd\xnVA3H0\2002\ :H