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Home My WebLink AboutS-0867-KKKKKKK MapCENTERLINE CURVE DATA \ CURVE LENGTH DELTA TANGENT RADIUS / \ /ns�? ON,-Y Ct T319 -- 23 _ _ 121 18 20" - 268.17 150 78 I - �/ �pp4 Fsh 0p0190 C2 181.96 69.08'37' 103.91 150 78 120 33' _ 07*1311' 60.24 954 93', _C3- C4 }}' C5 47_2.74' 142.55''_ 179'38'18" 02'51'047 47755.36' -71.29'- --- 150.78' 2864.79' R 185.50' CDN21.21'14' W-� LC 1 14.06' R1 EPERNA Y PLACE IPAGIS Marker 2073-0263 3 I II II I �I 10' Esmt-_-] 31 I 25' 25' 11 � �VIIVLC251 56' S23'37'04"E 204.71' C4 \� \ R175.78" �� \ \ \ CDN48'52'00"W 30 LC262.51' _ \ N �\ R25.00' �N ' CDN59'22'57"W LC30.64' sI \ ua \ R25.00' ARKANSAS STATE PLANE \ CDN02'30'09"E COORDINATES (NORTH ZONE) \ \ 242.5821E LC20.41' 1 N 174963.62 E 1159350.03 16 N 174946.04 E 1159658.50 \ \ 2 N 174969.42 E 1159353.7E 17 N 174944,80 E 1159531.54 _ _ �s 3 N 174974 90 E 1159,35943 18 N 174907.85 E 1159531 \ \ ' Fs, N31'S3'43 E 'r 4 N 175003.24 E 1159455.82 19 N 174906.08 E 1159350.60 120.10' 5 N 175053 26 E 1159452.31 20 N 174496.69 E 1159535.93 6 N 175030.40 E 1159357 23 21 N 174498.36 E 1159787.48 S60*48'18"E - ----- --. _. -- - - ----- - - \ 113.79' SAY / , 1 N 175084.57 E 1159352.42 22 N 174498.53 E 1159837.48 \ Ao 8 N 175190 80 E 1159310.89 23 N 174355.73 E 1 159765.05 9 N 175319 72 E 1159303.12 24 N 174326.31 E 1159756,51 N 175950 45 E 1159411.39 2 N 174255.84 E 11159784.40 \/ _L3 _ i 1 50030Jq {2 N' 174241 58 E 1159799.00 JV / 27 i 742 1 .'.:ice i 159737.02 13 N 174940.66 E 1 159785.94 2 N 174237-44 E 1 159737 91 14 N 174956.58 E 1 159785.89 2 N 174307.91 E 1 159710.N_ s69zs 6 98 \ 15 N 174956.13 E 1159658.42 30 N 17432151 E 1159683.65 31 N 174496.20 E 1159485.93 S24' 39' 19" W 27.33' MCI NI ' MAP CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION ESTATE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, RULES AND REGULATIONS, AND ALL OF THE PLATTED, AND SUBDIVIDED, AND DO HEREBY CONDITIONS OF APPROVAL HAVING BEEN LAY OFF, PLAT, AND SUBDIVIDE SAID REAL COMPLETED, THIS DOCUMENT IS HEREBY ESTATE IN ACCORDANCE WITH THIS PLAT. ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID laRULES d �� AND REGULATIONS. 1 u0 DATE OP/EXECUTION DELTIC TIMBE CORPORATION # 7 Chenal Club Blvd. DATE OF EXECUTION LITTLE ROCK PLANNING Little Rock, Arkansas COMMISSION D.R. PAGE INSTRUMENT NO. 88-61004 CERTIFICATE OF SURVEYING ACCURACY I, 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 R LATIONS HAVE BEEN COMPLIED WITH. y DATE OF EXECUTION KAUL 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 UIVLE ROCK SUBDIVISION RULES AND RE ONS HAVE BEENCOMPLIEDWITH DATE & EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS //s41 �-�_"�0 F a � s/! A R 1L� A S "a REGISTEK F 9ti s.o as• o E ; rAWrIII SS10AAL � ~� ENGINEER .,v sleac 11 a 18 N ti ^.'. ~ 3'; 3 �?s No.5033 " � Qn�gL T S . oTyl' !/ 153.51' B6oe. 3s• v N a LEGAL DESCRIPTION r\ Do k-4 PART OF THE W1/2 OF SECTION 16, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, m o co Q ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: IN 19 o cn Q COMMENCING AT THE NORTHEAST CORNER OF LOT 6, BLOCK 75, CHENAL VALLEY, AN "44 ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S&VOV31"E, 63.80 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF CHALAMONT DRIVE; THENCE NORTHERLY 158.27' Boos, n � ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 185.50 FT. RADIUS CURVE TO 3s• THE RIGHT, A CHORD BEARING AND DISTANCE OF N1650'56"E, 82.67 FT. TO THE POINT OF BEGINNING; HENCE NORTHERLY CONTINUING ALONG SAID EAST RIGHT--OF-WAY LINE THE FOLLOWING: (1) NORTHEASTERLY ALONG THE ARC OF A 185.50 FT. RADIUS CURVE TO THE ti RIGHT, A CHORD BEARING AND DISTANCE OF N3247'22"E, 6.90 FT.; (2) NORTHEASTERLY C� ALONG THE ARC OF A 18.75 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND 20 a W DISTANCE OF N45'59'09"E, 7.88 FT.; (3) NORTHEASTERLY ALONG THE ARC OF 188.00 FT. o RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N7336'55"E, 100.47 FT.; 163.C3' e�oo, ^ CURVE TOO HE RIGHT, A CHORD) BEARING ANDRLY ALONG THE ARC OF A DISTANCE OF N74'04'07"W,188.00 98.88 FAT.; (6)U5 NORTHWESTERLY ALONG HE ARC OF A 18.75 FT. RADIUS CURVE TO HE RIGHT, A CHORD [� BEARING AND DISTANCE OF N49'02'25"W, 6.37 FT.; (7) NORTHWESTERLY ALONG THE ARC OF A 185.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N21'21'14"W, 114.06 FT.; (8) NO3'26'56"W, 129.15 FT. AND (9) NORTHERLY ALONG THE ARC OF A 21 1402.40 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N09"44'25"E, 639.96 FT.; THENCE S62729'38"E, 707.65 FT. TO A POINT ON THE WEST LINE OF THE ?" rn PULASKI COUNTY SPECIAL SCHOOL DISTRICT PROPERTY; THENCE S03'O7'47"W ALONG SAID 00 0 o WEST LINE, 683.24 FT.; THENCE S89.48'03"W, 215.80 FT.; THENCE N00'11'57"W, 15.91 FT.; 167.74' tO °'PA "z THENCE S8948'03"W, 127.47 FT.; THENCE S00'25'18"E, 10.09 FT.; THENCE S8926'21"W, Js• 126,96 FT,; THENCE S00'33'39"E, 36,95 Fr.; THENCE S89.26'21"W, 181.31 FT.; THENCE N00'34'28' W, 57.55 FT. TO THE POINT OF BEGINNING, CONTAINING 13.6784 ACRES MORE OR LESS. 22 C) AND o RIGHT-OF-WAY DEDICATION 169.05, 9�os. TOURNAY CIRCLE AND TOURNAY COURT PART OF THE W1/2 OF SECTION 16, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, 4RKANSAS, MORE PARTICULARLY_DESCRIBED AS FOLLOWS, COMMENCING AT THE NORTHEAST CORNER OF LOT 6, BLOCK 75, CHENAL VALLEY, AN n ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S84'01'31"E, 63.80 FT. TO 23 0A POINT ON THE EAST RIGHT-OF-WAY LINE OF CHALAMONT DRIVE; THENCE NORTHERLY o ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 185.50 FT. RADIUS CURVE TO 93 THE RIGHT, A CHORD BEARING AND DISTANCE OF N1B'50'58"E, 82.67 FT.; THENCE SOO'34'28'E, 165.80' �y=� TH NCE N8926N21E"E,89*2650.001FT.; THENCE 00.33'39"E131.31 Fr. TO TEP41119FFTEGITHENCE EASTERLY 9.48'03"W ALONG THE ARC OF A 125.78 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND 215.80' DISTANCE OF N89'37'12"E, 251.56 FT.; THENCE N00.11'5'7"W, 442.31 FT.; THENCE N89'48'03"E, 50.00 FT.; THENCE SOO'11'57'E, 442.31 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 175.78 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S26'53'39"W, 160.12 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S16'11'51"W, 30.64 FT.; THENCE S21'35'33"E, 75.79 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S45'41'14"E, 20.41 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S68'24'27"W, 66.67 Fr.; THENCE NORTHERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO HE LEFT, A CHORD BEARING AND DISTANCE OF N0730'09"E, 20.41 FT.; THENCE N21'35'33"W, 75.79 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N5922'57'W, 30.64 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 175.78 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N4652'00"W, 262.51 FT.; THENCE NOO'33'39"W, 411.19 FT. TO THE POINT OF BEGINNING, CONTAINING 1.8256 ACRES MORE OR LESS. 2009075893 Received: 11I12/2009 9:04:50 AM GENERAL NOTES: Recorded: 11/12/2009 09:10:04 AM Filed 8: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS Recorded in Official Records of PAT O-BRIEN. PULASKI COUNTY CIRCUIT/COUNTY CLERK 2. ALL EASEMENTS SHOWN ==== ARE TO BE USED Fees $15.00 FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE CERTIFICATE OF RECORDING MEASURED TO A POINT OF INTERSECTION COF URVET LINES AND NOT POINTS ON A 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 q111 6. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE LJ.U, UNLLJJ INOILLJ 111HrNWiJL. Q \� 7. TRACTS MAY BE USED AS EASEMENT FOR DRAINAGE AND/OR UTILITIES. w �-- REFER TO BILL OF ASSURANCE FOR USE AND RESTRICTIONS. - rrn is 8. ALL LOTS HAVE AT LEAST A 10 FT. WIDE UTILITY EASEMENT ACROSS ' G THE FRONT ADJACENT TO THE STREET RIGHT-OF-WAY. P "" 9. ALL LOTS HAVE A 25 FT. FRONT BUILDING LINE. 10. LOTS 1 AND 47, BLOCK 68, WILL HAVE VEHICULAR ACCESS ONLY FROM THE EAST SIDE OF THE LOT. 11. SOME UTILITY EASEMENTS ARE SHOWN FOR FUTURE PHASES. REFER TO BILL OF ASSURANCE FOR USE AND/OR RESTRICTIONS. \ R175.78' CDS26'53'39"W LC160.12' / F9 R25.00' CDS1611'51"W LC30.64' R25.00' CDS45.41'14'E LC 20.41 ' 3 \ UTILITY EASEMENT:; /FOR FUTURE PHASE see Note # 11 �r, Mai".5'22`E 1 i R50.00' CDS68'24'27" W LC66.67' NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. PLAT OF LOTS 1-23 & 47 BLOCK 68 TRACTS A &° B BLOCK 68 LOTS 1-10) BLOCK 69 LOTS 26-33) BLOCK 69 AND RIGHT-OF-WAY DEDICATION FOR TOURNAY CIRCLE AND TOURNAY COURT TM17 NkT 77kLjJ17 7 AN A1L++IDME 1V T3 ll li]LCi = 09 =IR R(D(Czq .k AmS mg3 To be known as "Tourna, Circle" BEING PART OF THE W112 OF SECTION 16 lgned BY: _ T-2-N, R- 1 -W DATE: PULASK.1 c.,b2lvl"_r, ARdANS �S Oi TOBER, 2000 CIE-IIDAT. ERS a& p3.4'.4C=kT=; SIC 5 CML ENGINEERING, LAND. PLANNING 4 DEVELOrMENT, SURVEYING 24 RAHUNG CRCLE LIME ROCK. ARKANSAS 72223 Job # 09-489P UaA fiOnP FT :an:FT 11 A0N 08M lVjrl\91TL7SVWrI\-jVN4N7\F{nn7\ :W