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HomeMy WebLinkAboutS-0867-GGGGGG MapCHENAL VALLEY DR �-- THIS PLAT '"m` VICINITY MAP 1�" 1Aus (NTS) 01�• cX�"'- GN�Np,L GLuB �w wrsL CHENAL VALLEY DR `9( Z L r k7� 04, T RMUNG ROAD KANIS ROAD A 1CM'a ROAD CENTERLINE CURVE DATA 100 0 100 300 Scale 1" = 100 ft R924.93' CDN88733'32" E LC272.78' VALE DR` CHEN �6o 44" Ef 555.80' a 80Q4 9 17; ri - � O 119.71' 4 TRACT A v 125.33' y�5d q' T. txj u'. 2 N 3 �/ 16, ,,j`' Ot ¢¢ f 4 °' 142.9T y97 415, In ' 11 1 r `'' ,. A �'C I NE Comer NW 1/4, SEC 27 T-2-N, R-14-W N09 5 IQ vy 17 a,? 421 �' .� 30 00' e ° 113 r'I s Cla w ? OCIC BL 55 CP rn `' rn 1D 54- 3a.e' ego' b�OU� 9o- oB s z2U E_ IR ORL C /Z n 2Nv °9' u, 124.§2 46.00' to• Fs� �"�8.24 o Fs,^� N1yC5'19'E 535,88' �eQl 16 27505• r'_ 65, z r _ oe CURVE LENGTH DELTA TANGENT RADIUS CI _ 20 33 05'49 25 10.17 200 00' C2 123 53 1 T41 40" 62.26' 400 00' C3 23925 91231T 153.68 150.00' C4 154 30 58*56 11 84.76 150 00• C5 52 65 15 04 56' 26.48 200 00, C6 - 118 70 - 2712 19' - - 60.49 250 00' - C7 _ 377 64 43' 16 27" - 198.34 - - 500 00, C8 163.10.-18'41 25 82.28 500 00• C9 45 56 13'03'08' 22.88 200 00' C10._- _67 36 - .-25 43.4e _ 34.26 --_ 150 00'_ ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) 1 N 166226.37 E 1165403 86 2 N 1 66097 .36 E 1165387 94 3 N 1 6525712 E 1165267 28 4 N 165301 43 E 1 1651 2718 5 N165150.27 _�- E 1164780.05 6 IN I W67 04 E 1164417 20 7 N 1 64 829.80 E 1164242 67 B N 165021 51 E 1 16420620 9 N 165030 17 E 1164251 73 0 N 165183 91 E 1164222.49 .1 N 165261.10 E 1164258.61 2 N 165505.07 E 1164200.49 3 N 165798.80 E 1164276.95 4 N 165944.52 E 1164250.97 5 N 165940.27 E 1164233.70 6 N 165988 15 E 1164219 31 7 N 166146.34 E 1164166.52 e N 166175.89 E 1164161.35 9 N _ -N.166278.51 166271.65 E 1164708.85 U E 1164981.54 9� �E6np/S' Z N1644'06"W - C\141o'�^1. 50.00' ? oa 1 11 top 1 1 ,Ae ->' o 1% 16s2g•1x o � 0 150.80' R 175.00' 00 rn o z5• zs 1 0 CDS76'10'36"W 17g� 161.69' 19rA?? 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T, T25 `n 2 --.� 06 �1�` tr C2 H 583'I-3•p E 125.76' ?SQ7• ��` q9 ryr Opp• -1w NII - N /_t3_ __ _ _ \ \ rye- I I N I 114-37.2T io E _ 1186'31'35 ^$ \ \ \ \ 6 $ NNNN go- m \ 1 I' 61 nl I 153.57• 4J' 1 'I`-' S 2 1 \I so- ' I I I 2A•55 I I 00' v IgStiSA 13,r 18'2(r L1o6 -14_0.16- I" �o 15.35, J �I ' 9O o• g0S6'0 N 150 25 °O� N 7 3 ' N' l.. IM X ; 140.Gp'� SO,I �1 m p 147.54• 90• q7. V U 145.54' 8 - �0 19a� 00 4 ' '� I f" I8 o ryLn Z E - 00 I nI a7j 19600 140.00• I LU CO I c'ny 7 16z58'4T 139.72• 90•a7,1 ^I I co 25.0' 'o�, vv^11 c.�too r L--+119.79'134`43'25 25I..�i 1 3 ram, ' Y5, "� 18719,w i 100, -Ill pfi 5 / / / '� 9718'2 141.0j. -I I 6 v" / 25'I 16T08'05 o � IT�Aoae� \ Q} CHENAL VALLEY - PHASE 24A 38 39 PART OF THE NW1/4 OF SECTION 27, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE NORTHWEST CORNER OF TRACT A, BLOCK 92, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S07'02'19"W ALONG THE WEST LINE OF SAID BLOCK 92, 129.99 FT.; THENCE SO610'18"W CONTINUING ALONG THE WEST LINE OF BLOCK 92, 848.85 FT.; THENCE N7227'00"W, 146.94 FT.; THENCE S66'28'08"W, 378.61 FT.; THENCE S52'01'33"W, 460.31 Fr.; THENCE S77*57'11"W, 178.46 FT.; THENCE N10'46'08"W, 195.15 FT.; THENCE N79'13'52"E, 46.34 FT.; THENCE N10'46'08"W, 156.50 FT.; THENCE N25'04'31"E, 85.22 FT.; THENCE NI T23'56"W, 250.79 FT.; THENCE N14735'27"E, 303.52 FT.; THENCE N1906'41"W, 148.01 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 175.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S76'10'36"W, 17.78 FT.; THENCE N16'44'06"W, 50.00 FT.; THENCE N18'27'07"W, 166.76 FT.; THENCE N09'55'16"W, 30.00 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF CHENAL VALLEY DRIVE; THENCE N80'04'4eE ALONG SAID SOUTH RIGHT-OF-WAY LINE 555.80 FT.; THENCE EASTERLY CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE BEING THE ARC OF A 924.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N88'33'32"E, 272.78 FT.; THENCE S82'57'41"E CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 425.53 FT. TO THE POINT OF BEGINNING, CONTAINING 29.2767 ACRES MORE OR LESS. TRACT .4 I (PLAT BK. C'' PG 254 41 BLOCK 92 40 I / .: `4. 1t!'S CUB' �`'`'�� 51. ��'_Y•�l:C•s•' < RTIFI AT OF S R YING 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 REGULATIONS HAVE BEEN COMPLIED WITH. Z / i� DATE /W EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS �y�.. •��� CERTIFICATE OF ENGINEERING ACCURACY `gA1711 AR q.' * *1* e I, TIMOTHY E. DArERS, HEREBY CERTIFY REGISTERED Z THAT THIS PLAT ;ORRECTLY REPRESENTS A V 9 o E E S S I O NA L PLAN MADE BY ME, AND THAT THE ENGINEERENGINEERING REQUIREMENTS OF THE LITTLE �w * * ■ it ROCK SUBDIVISION RULEVAN LATI S No.5033 s' HAVE BEEN COMPLIED E of DATE OF EXECUTION E. CATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS ,� \�� CERTIFICATE OF OWNER C 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 ACCORDANCE&ELTIC/ PLAT. DATE OF EXECUTION BER CO ORATION l Club Blvd. k, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 CERTIFICATE OF FINAL APPROVA PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. ) 1 x IC --- DATE OF EXECUTION LITTLE OCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER �()C)9 FILED FOR RECORD 0 11 200�) IN PLAT BOOK PAGE ~JInCI PAT O'BRIEN, Circuit County Clerk & Reco17",zc THIS PLAT CORRECTED AND RE -RECORDED DUE TO ERROR IN LEGAL DESCRIPTION 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. ALL FRONT BUILDING SET -BACK LINES ARE 25' (25' B.L.) 6. ERROR OF CLOSURE: EXCEEDS 1:50,000 7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', UNLESS NOTED OTHERWISE. 8. TRACTS A, B, C, AND D MAY BE USED AS EASEMENTS FOR CARTPATH, DRAINAGE AND/OR UTILITIES. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS. 9. ALL LOTS HAVE AT LEAST A 10 FT. UTILITY/DRAINAGE ACROSS THE FRONT ADJACENT TO STREET. 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 LITTLE ROCK, ARKANSAS. CORRECTED FINAL PLAT OF LOTS 1-18 LOTS 54-55, LOTS 1-91 LOTS 1-11, LOTS 1-81 TRACTS A, B, C & D BLOCK 113 BLOCK 113 BLOCK 114 BLOCK 115 BLOCK 116 BLOCK 113 �� \11)II)II�1(�V f(1) i�llll•: (l�l l (1)I� WWI I To be known as ORLE' BEING PART OF SECTION 27 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS ti s OCTOBER, 2005 `y © WR=Z)ATMW & A&90CnATF4 INC Q CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING a24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 ,Inh A n5-R70P j r � (,r"