Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
S-0867-YYYYY Map 1
CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS C1 380.23' 7737'06" 220,45' 300.00' C2 206.06' 59'01'50" 113.22' 200.00' C3 165.90' 4731'3C 88.06' 200.00' C4 114.42' 26'13'27" 58.23' 250.00' C5 76.60' 29'15'36' 39.16' 150.00' C6 37.68' 14'23'37' 18.94' 150.00' O S80'31 '23"E 45' E 94.49' 94 O �ry 12 \ 4%F Nry ^•� \ \ \ 148 61 l i r S74.06, 757 311'E 1$1.33• 1^h 870z•zd Imo] CHENAL VALLEY DR. S6922' 336R?4 F ti 14 4 � i69.07'�' 121524'� O833 at 11 46• „h cd Od e \ > 0 \ 4d 35.57/ iBB t•yraf woy \\ n \ 7314'25 ,105 Ar6 �_ \Ise• w �s��onO '1j.,TZ, C\� \ �Q9, 61I ry ,oJ 06y h aN 4. as �'QIp WSJ a 8521'25 �O \ h� \ ?2j, etio0 ® 1 R984.93' CDN55439'26" W LC74.26' CHENAL VALLEY, PHASE 23 PART OF SECTION 27, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE NORTHWEST CORNER OF TRACT A, BLOCK 92, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE SOUTH RIGHT-OF-WAY LINE OF CHENAL VALLEY DRIVE; THENCE WESTERLY AND SOUTHERLY ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING: (1) N82'57'41"W, 425.53 FT.; (2) WESTERLY ALONG THE ARC OF A 924.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S88'33'327W, 272.78 FT.; (3) S80'04'44"W, 1080.48 FT.; (4) SOUTHWESTERLY ALONG THE ARC OF A 470.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S6903'16"W, 321.88 FT.; (5) S40'01'48"W, 847.96 FT.; (6) SOUTHERLY ALONG THE ARC OF A 270.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S05'36'01"E, 386.01 FT.; (7) S51'13'49"E, 289.83 FT.; (8) SOUTHERLY ALONG THE ARC OF A 480.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S2523'16"E, 418.46 FT.; (9) S0927'17"W, 226.58 FT.; (10) SOUTHERLY ALONG THE ARC OF A 542.96 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S1T29'03"E, 334.47 FT.; (11) S3525'23"E, 561,70 FT.; (12) SOUTHEASTERLY ALONG THE ARC OF A 542.96 FT. RADIUS CURVE TO THE LEFT, A CHORD BERING AND DISTANCE OF S46371YE, 210.87 FT. AND (13) S57*49'047E, 17.90 FT. TO THE POINT OF BEGINNING; THENCE N38'34'19"E, 307.32 FT.; THENCE N69'57'45"E, 201.50 FT.; THENCE S8931'23"E. 94.49 FT.; THENCE S74'06'11"E, 151.33 FT.; THENCE S69'22'247E, 316.83 FT.; THENCE S69'41'29"E, 592.73 FT.; THENCE S08'39'54"E, 91.23 FT.; THENCE S3642'08"E, 60.17 FT.; THENCE S31'43'56"E, 170.48 FT.; THENCE S55'38'50"E, 181.72 FT.; THENCE S4324'38"E, 291.75 FT.; THENCE S45'51'51"E, 500.87 FT.; THENCE S06'44'48"E, 118.25 FT.; THENCE S2722'36"E, 242.60 FT. TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF SAID CHENAL VALLEY DRIVE; THENCE NORTHWESTERLY ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING: (1) S80'13'43"W, 219.17 FT.; (2) WESTERLY ALONG THE ARC OF A 245.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S86'12'31"W, 51.05 FT.; (3) N87-48'41"W, 276.33 FT.; (4) NORTHWESTERLY ALONG THE ARC OF A 245.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N6741'09"W, 168.60 FT.; (5) N4733'36"W, 653.40 FT.; (6) NORTHWESTERLY ALONG THE ARC OF A 1037.82 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N50'31'42"W, 107.49 FT.; (7) N53'29'48"W, 604.27 FT.; (8) NORTHWESTERLY ALONG THE ARC OF A 984.93 F. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N55'39'26"W, 74.26 FT. AND (9) N5749'OeW, 751.00 FT. TO THE POINT OF BEGINNING, CONTAINING 36.0601 ACRES MORE OR LESS. THIS PLAT 6ra2'15 CHENAL VALLEY DR. Y ROAD 15 1T ` 6In n o,g \ \25. 6\Wo v 1$6.4A UN£ o, 6 n \ 17 15• h b N UNE PARKWAY ROAD 324 B1 VNG �ko PO 66\ >6 Vol so, �L? �� wry• \� 2 100 0 100 Scale 1" = 100 ft FA 28.1j' n O 00 w 11g58.25 LO c0 N -PI w ®see ''• Nye Gp ��. 9 t� `b 1� J1 �ti`h6 gp,CT A Oy1' o �u S. Qry `s6. e 169.1 voo" �/ /y I 0. 195�:35 CI 11535'05, 's�j 166'53'15 CIO s n 7 `18 1\?45' 300 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 REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY 1, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQU'REMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUT1014 CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD , 20 IN PLAT BOOK PAGE 1ova6'as 6655`d ch, % 1� R moo. RR \ ry05 V o 89.13'45 sSI oe, 4 j.36 N7Q.$3 7o•W �, C so 93\ C' �� 232. j?• O jl 2S9'o 6 S. \\36 \ \s#\^9 43 s � \ �O 15 Ost 1oc44'2(f " ,1a /A m`O' � 18030 12 �y \ 15 25 'N 9736'25y \ 9 1 b \6g26� \ Na'l e72'Js, h9 s�2r. z\ \ N NN \ \G�^ Ze1 61 a SQ Gym \ m p, G aa. a ss oSA9. ��a 4 11421'S5 ''" c \\ �� 1Ql11s,< \� F \ � D 8T22'50' �,�+ 0 8g30'05 �j 19� / 2 h R 1037.82' CDN50°31'42"W 4 LC107.49' \ \ 9� 121'38'3d C2 8�5? �_- 3 nq s?�--76.33'-�59. �� 855055 1y l A� 9n1o'4o ��' �' 3r� \ \� 13 / N82'23'24 W \ o 1}Ci52 �i3• Bs3g• b �7 \ 76.33' Rsj" ote R \�21 l O 6iy ^ rn O'���76,33_ -37.85• to Bi)r ofo0owoy ARKANSAS STATE PLANE COORDINATES 6S 2j'Si �� I>r?os O�yp 00 ^6ogeA ,kb� %\ �s rp�ce 'o•�\ N _p. �R �Sss 0 1 ^6 N� \� �> 1of, I N 163174.14 E 1163855.94 \ O' m �? �\� 14 2 N 163414.40 E 1164047.55 \sOos NN O 3 N 163483.44 E 1164236.85 \ C� 174'44.30" 2 4 N 163467.89 E 1164330.05 5 N 163426.44 E 1164475.59 ro ry N 163314.82 E 1164772.11 ' \ O a c? 11801'S0 10 ,a TRACT B LAo; MR N 163109.10 E 1165327.99 tl iaXninoI W „arzn, 7A •� ,S`��• .14 ,e,•�a•ic"I 190.23'4.T Cn N 162970.67 E 1165377.70 \ \ N 162825.67 E 1165467.36 N 162511.19 E 1165817.89 N 162162.40 E 1166177.36 N 161792.34 E 1166086.81 N 161788.96 E 1166035.88 N 161799.52 E 1165759.74 N 161863.53 E 1165603.77 1 N 162304.46 E 1165121.57 N 162372.79 E 1165038.60 4 E R245.00' CDN67'41'09"W LC168.60' I w ,Ql z '° o w %p' 36.76 289644'�S I ti 3 �hd eASd + �C� .06' .� f 146.3V „ N87'48'41„ W 276,33' Sg0-A3'43 W _ le CHENAL VALLEY DRIVE 16 _ - 219.17 (60' R/W) R245.00' CDS86°12'31"W LC51.05' TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS RTIFICATE 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 ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION DELTIC TIMBER CORPORATION # 7 CHENAL CLUB BLVD. LITTLE ROCK, AR D.R. 621 PAGE 233 INSTRUMENT NO ERTIFICATE 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. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION 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 AND/OR PEDESTRIAN PATHS OR TRAILS. 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 CIJRVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 6. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.00 FT., UNLESS NOTED OTHERWISE. 7. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. 8. ALL FRONT BUILDING SET -BACK LINES ARE 25 FT, 9. THERE IS AT LEAST A 10 FT. EASEMENT ACROSS THE FRONT OF ALL LOTS, ADJACENT TO THE STREET RIGHT-OF-WAY. 10. TRACTS A, B, C AND D MAY BE USED AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES AND/OR PEDESTRIAN PATHS OR TRAILS. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. PLAT OF LOTS 1-21, BLOCK 98 TRACTS A, B, C & D BLOCK 98 CLmi E4 �r To be known as SANCERRE CO UR r' BEING PART OF SECTION 27, T-2-N, R-14-W PULASKI COUNTY, ARKANSAS o m' JUNE, 2005 SVN © VViQLl 111Ps�llli�lL 1L✓lAiAi/ � s7layAi�®llij/"�1 S11CshYy 111VU..o CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 05-471P