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HomeMy WebLinkAboutS-0867-KKKKK Mapy�:i11yN1_\Ili7�.�q:�1�1'IV[cl_C�I�111:7_[� CHENAL VALLEY 25A PART OF SECTION 26, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY LINE OF CHENAL PARKWAY AND THE WEST RIGHT-OF-WAY LINE OF CHENAL CLUB BLVD., BEING N68'46'46"W, 118.41 FT. FROM THE NORTHWEST CORNER OF TRACT D-B, BLOCK 13, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S0647'31"W ALONG SAID WEST RIGHT-OF-WAY LINE, 34.84 FT.; THENCE S20'47'31"W CONTINUING ALONG SAID RIGHT- OF-WAY LINE, 121.60 FT.; THENCE SOUTHWESTERLY ALONG SAID RIGHT-OF- WAY LINE BEING THE ARC OF A 354.26 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S52'54'22"W, 376.66 FT, THENCE S85'01'147W CONTINUING ALONG SAID RIGHT-OF-WAY LINE, 268.80 FT.; THENCE N25'45'47'W, 484.85 FT.; THENCE N8935'41"W, 403.88 FT.; THENCE N85'14'11"W, 137.62 FT.; THENCE N2905'047W, 141.79 FT.; THENCE NO2'48'31"E, 122.51 FT.; THENCE N0425'347W, 256.67 FT.; THENCE N28'45'49"W, 468.54 FT.; THENCE N15'58'34"W, 164.62 FT.; THENCE N54'45'07'E, 531.84 FT.; THENCE N79'12'25'E, 66.53 FT.; THENCE S86'39'42"E, 285.11 FT. TO A POINT ON THE WEST RIGHT-OF- WAY LINE OF CHENAL PARKWAY; THENCE SOUTHERLY ALONG SAID WEST RIGHT- OF-WAY LINE BEING THE ARC OF A 1512.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S01'40'337E, 264.37 FT.; THENCE S83'18'36"W, 100.00 FT.; THENCE S68'06'56"W, 257.83 FT.; THENCE S58'30'13"W, 116.70 FT.; THENCE S3923'20"E, 129.79 FT.; THENCE N5936'40"E, 5.00 FT.; THENCE S30'23'20"E, 186.37 FT.; THENCE S22'08'32"E, 142.48 FT.; THENCE S2637'49"E, 45.00 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 222.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S66'07'15'W, 21.36 FT.; THENCE S02'44'56"E, 202.13 FT.; THENCE S7904'01"E, 125.07 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 122.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N45'18'10"E, 40.18 FT.; THENCE S35'15'3S E, 45.00 FT.; THENCE S59'50'27'E, 114.40 FT.; THENCE N72'48'07"E, 219.77 FT.; THENCE N78'51'12"E, 103.95 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE N47'51147"E ALONG SAID SOUTH RIGHT-OF-WAY LINE 10.00 FT.; THENCE SOUTHEASTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE BEING THE ARC OF A 1512.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S53'08'42" E, 577.58 FT.; THENCE S25'50'49"W, CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 20.00 FT.; THENCE SOUTHEASTERLY CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE BEING THE ARC OF A 1532.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S65'34'16"E, 75.84 FT, TO THE POINT OF BEGINNNING, CONTAINING 24.1892 ACRES MORE OR LESS. ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) N 163665.34 E 1170878.34 19 N 164791.86 E 1169636.70 N 163630.74 E 1170874.22 0 N 164730.89 E 1169537.19 N 163517.06 E 1170831.05 21 N 164618.92 E 1169602.85 N 163289.99 E 1170530.61 N 164621.45 E 1169607.16 N 163266.56 E 1170262.83 2 N 164460.69 E 1169701 44 N 163703.22 E 1170052.09 4 N 164328.72 E 1169755.14 N 163769.22 E 1169653.63 2 N 164288.49 E 1169775 32 N 163780.65 E 1169516.49 6 N 164279.84 E 1169755 78 N 163913.82 E 1169467.80 7 N 164077.95 E 1169765 48 N 164036.18 E 1169473.80 8 N 164035.31 E 1169883.06 N 164292.09 E 1169453.99 9 N 164063.56 E 1169911.61 N 164702 82 E 1169228.53 30 N 164026.82 E 1169937.59 N 16486108 E 1169183.22 31 N 163969.34 E 1170036.51 N 165168.01 E 1169617.56 3 N 164034.32 E 1170246.45 N 165180.47 E 1169682.91 3 N 164054-42 E 1170348.44 N 165163.87 E 1169967.54 34 N 164061.13 E 1170355.85 N 164899.61 E 1169975-27 3 N 163714.70 E 1170818.01 N 164887.96 E 1169875.95 36 N 163696.70 E 1170809.29 N79.12'2z„E v �b%` �, b I - ,,6` . e R1512.39' �SNg� 0h 9�`Sor �9 s�z/ep'�a ,4' ? yV ti6ti� �CT F �_CDS01'40'33'E - - S - T LC264.37' Scale 1" 100 ft 6 m / c9, 9 '> 50'OJ" so.00 1j1 �'a46 l 1 ags, °s ti5 e�° 1 80.00, 20.54 �� `��. 9s5• sa 52 '' $ o E - �9y Y -„ �4.00. B„W 5831'36 n to a� 4T3TSO �L-�-i`✓ GENERAL NOTES: S9 100.00' 44 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS o 43 ti R 0 W 53 1OT�ss / i 2ge ' 'ems 'aa 2. ALL EASEMENTS SHOWN=--=::Z ARE TO BE USED S6g 83 1 } FOR DRAINAGE AND/OR UTILITIES. i3.17' so` 1, 'ems 42 b 6p 2516 2 ,� 3. LOTS WITH ROUNDED CORNERS ARE U o $ w 9• 19 MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. �54 1 \ � �•\ � 4. DISTANCES SHOWN ALONG CURVES ARE 1oTsa3s p 9°�P"ct \ CHORD DISTANCES. 9 i S pF' � '\ 5. ALL FRONT BUILDING SET -BACK LINES ARE 25' 55 ' 9°0D �'af , g 2(r 0 of UNLESS NOTED OTHERWISE. CV h L� 6. ERROR OF CLOSURE: EXCEEDS 1: 50,000 �N i °°• ® 1G0 1 t 7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS 56 �ao ARE 25.0', UNLESS NOTED OTHERWISE. \\O�,Aoy9 's'. �5gti►"5 a�89j ��p ? \ 8. TRACTS A, B, C, D, E AND F MAY BE USED AS EASEMENTS x 57 c�>`� { C 14� $ `moo, FOR DRAINAGE AND/OR UTILITIES. REFER TO �< w BILL OF ASSURANCE FOR RESTRICTIONS ON USE. IS 's s\ M,ye \'s \� ok �By� ,32 \ 9. ALL LOTS HAVE AT LEAST A 10 FT. UTILITY/DRAINAGE ACROSS B?o",1r \ THE FRONT ADJACENT TO STREET. m 58 Q \ C� a59 ?1*4 \'-d 31 � w\ 1560 1 .47'--S26'37'49"E V O N�pp' 1732225'I� N8T15'04'E >_® 45.00' C'. 11 aol r q \ �t3o.o_ 7a.fis 26 R222.50' 15rsv _ CDS66'07'15"W lL '�-- 9• o �+ uI ? 61 I ��' `� LC21.36' N 23 4 o z 127.82' r,o Ln ��)g7� NI g120 W. v R 122.50' ot zo.00' \ I " CAC" CDN45'18'10"E Q w Iq !f I�irPo. 7 ;� =m LC40.18' SyE r 125.63' _le I . I 22 a o 137.62' U CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT C1 126.35' 2524'02* 64.23' C2 30 95 0554'38' 15.49' C3 91.09 10`2617" C4 15913 362812' C5 203 80 7750 C C6 202 87 29'03 30" C7 11822' 90'18'407 rt C8 83.36' 23'52'SY C9 7913' - 4520'08" CID 83 68' 6355'3e C11 91.26' - -- - 6943'08" C 12 78.22' 29'52'46" N80'35' W 403.88' R 1512.39' ,.� CDS5308'42" E PLANSAPPROVE EASEMENTAP PR EASEMENT REQU DATE BY /5- sc CDS52'54' 6�3y 65.04 10' �; 40.16' i\ LC376.66' 80.36 U 124.11' / TRACT A S85'01'14"W 268-80' 4O CHENAL CLUB BLVD. _ - -- 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. 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 WITH. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS R 1532.39' .CDS65'34'16"E 1 �C O., RTIFICATE OF OWNER 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 WITH THIS PLAT. DATE OF EXECUTION DELTIC TIMBER CORPORATION # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 CERTIFICATE OF FINAL APPROVAL 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. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER RECORD 20 IN PLAT BOOK PAGE N68'46'46"W 118.41' FILED FOR 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. a B• LOTS 1-12 LOTS 20-23, LOTS 31-321 LOTS 40-79) TRACTS A, B, C, A E &k F BLOCK 83 BLOCK 83 BLOCK 83 BLOCK 83 BLOCK 83 1!ii ii� WjEYI I.rrrl l' Illy)( r., ahl�al0:� To be known as )) THE ARBORS" y BEING PART OF SECTION 26 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS JUNE, 2004 G Cr�i y�r prgr/t�G�/G��v /v�� �r�v� ��/v © VVlIIllL1[IG�lllA!!lL'itlU.]' &IIYYiY®CL&11I 9111V(C. I] CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job # 04-431P