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HomeMy WebLinkAboutS-0867-TTTTTTT Map 2CHENAL VALLEY DR. THIS PLAT CHENAL PARKWAY CHENAL VALLEY Y ROAD ARKANSAS STATE PLANE COORDINATES 1 N 163174.14 E 1163855.94 2 N 163183.66 E 1163840.80 3 N 163328.50 E 1163687.53 4 N 163786.23 E 1163361.96 5 N 164028.23 E 1163266.63 6 N 164105,24 E 1163261.47 7 N 164181 90 E 1 16326208 8 N 164156.66 E 1163292.28 9 N 164149.37 E 1163361.64 ---------------------------- 10 N 164125A 3 E 1163478.44 11 N 164175.76 E 1163671.93 1 N 164241.20 E 1163747.07 13 N 164313.14 E 1163888.95 - 14 _ N 164344.77 E _ 1163907.37 I N 164364.53 E 1163901-39 I N 164383.16 E 1163898.99 1 N 164446-75 E 1163901.37 18 N 164508.21 E 1163893.44 19 N 164607.24 1163863.48 N 164616.09 _E E - 1163820.41 2Q N 164645 03 E 1163785 95 N 164692.52 E 1163825.84 N 164715.84 E 1163830.63 N 164732.16 E 1163825.69 N 164764 50 E 1163810 59 N 164827.39 _E 1163769.36 N 164385.62 E 1163398.28 N 164331 82 E 1163263.27 N 164643 19 E 1163151.80 3 N 164821.91 E 1163366.43 1 N 1 i5172.29 E 1163660.75 _ N 165197.82 E 1163656,31 3 N 165233 77_ _ E 1163863 22 3 N 165Q07 21 E 11 639 0258 3 _ N 164042 84 E 1164010 33 -_ N 164053.83 E 1164089.68 3 N 164391.25 E 1164169.12 N 164388.00 E 1164158.81 3 N 164368 81 E 1164051 24-_ 4 N 164318 87 1164053 62 _ 1 N 164318.43 _E E 1164021.14 4 N 164218.24 E 1164015.10 N 164220.71 E 1163974.05_ 4 N 1641_65.79_ E 116_3812.75 _ _ N 164100.35 E 1163737.61 N_ 16_4027_21 E 1163458 12 N164051.45 E 1163341.32 _ N 164056.67 E _ 1163291.49 VICINITY MAP (NTS) CURVE LENGTH C1 j 59.01' C2 253.31' C3 213 60' C4 28 92' C5_ 42.97' C6 i 61.24' C7 82.26' ® go'. 0 16 R480.00'CDNlT4t'49"W \ \` TX4CT A te✓ goo. LC330.73' \ \ y %. - \ o � 1 m y a 1 (go a 1 t 1 � I i g�520" 56 1A533 � I R25.00' 04 D0'07'26"E q I LC39.S535' ,E j j t`CDS83'59'38"E N O7 LC69.74' a� ® OO N 589'32'4SE 9 S%$'6'34"E o 31.42' 1 j 29, W Z O G1 �61a•3CE r4 ���`+ ® 119.29, © N7 7 16'34"Nr h R542.96' 1g•29, CDN03'49'55"W R250.00' LC77.19' 1 CDN8401'38"W LC50.10' R25.00' CDS41'09'24"W LC37.77, g _ R542.96' CDN21'30'08"W 1 LC260.10' CENTERLINE CURVE DATA DELTA TANGENT _ 11'16'09" - 29.60' --RADIUS 300.00, 5746'39" 136.44' 275.00, 4-f30'08' 112.51 275 00' 33'08'15' _ 1A.88 50 00, -- 1624'517 21.63' 150.001 23'23'25' 31.05' 150.00, 3T42'20' - 42.68 125.00' - N8ff OS'3$ E to. t� can- � 1 49 g 1 0' ' art OI 130.00 en go. J1 , 350 y �m 1 A 0y= '�S• 1 1 m b o �h� 221 Nt 51 21 o00 ,C O Id �0 G0� �` 12 i 9° 1900. 150 Arm*45' ti` ,ey 1 0° ry5° 13 ° �OJR12J.W' rn . 'aZW'W 4 ti 4s �- od caNzsorzrw 6� m ; \ 54 go 9y m F�' 2j �oo o.� o� 0y LC35.59' a\ U rn1 130 14 + NII o0 �Jo R25.00' ® 10 w \ �'--- -� y. •O°, � o CONtt'35'S5"E �°ti 5 23e5 1 LC23.81' 60 0 55 4 2 QSO 1 .60 0tA 130 o R225.00' CDN7520'Of E LC200.01' >r 52 F 53 �,�9 5' Esmt-3,9', 100 0 100 Scale 111 = 100 ft a a d , J ` cr` /y %\cr R25.00' �� `�•\ 56 CDN7SLC43 97„1' cT m $11 \jam 1V 00 N16 R188.00' \ 57 c^ CDN07'20'44"W__ otl LC61.97' 0 1 \ 130� aaoo co,M'�10 Eli TRACT D R57.00' o ' i s CDNO720'44"W oh' tO R25.00 LC18.79'�� z� �Z� �LC2938' E ®1To849'\4 R25.00' Q CDN30'13'22"E 6 0 No 14 r 40 \no R325.00' LC36.60' 13 � R425.00' CDN63'06'44"E 41 3 o CDS79'52'5TW LC159,07' N LC109.27' s.45 ^� Q SW33104" N O C3 41.12 p, o R475.00' Ilk�� o CDS89'13'43"W LC32.49' kph ��ak N86-33104" W � 300 2012079564 Received: 124/2012 1:32:25 PM Recorded: 121041201:: 01:37:33 PM Filed 8 Recorded in Cfficial Records of Lam; Crane. PULASKI COUNTY CIRCUIT/COUNTY CLERK Fees S15.00 CERTIFICATE OF RE OR ING , .A CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS ��OISTER� FLAT CORRECTLY REPRESENTS A BOUNDARY ....•• •••. d SURVEY MADE OR VERIFIED BY ME, ALL �+ s TEOF", MONUMENTS REQUIRED ACTUALLY EXIST AND 1291 i ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE C) ' A ROCK SUBDIVISION RULES AND REGULATIONS �rAyM ,•'ff HAVE BEEN COMPLIED WITH. ........... L LA�� // 2, DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY AR9 O'''yAS I, TIMOTHY E. DATERS, HEREBY CERTIFY NEWSMEN � THAT THIS PLAT CORRECTLY REPRESENTS A t 1to F L N S I O N A L PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ENGINEER It ROCK SUBDIVISION RULES AND RE GUL TIONS L � NO 5033 �4?01HAVE BEEN COMPLIED WITH. f DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 9. , 41.12' LEGAL DESCRIPTION O l`9 R225.00' PART OF THE NW1/4 OF SECTION 27, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, • MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF TRACT A, CDS71.11'51"W BLOCK 98, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITRE ROCK, ARKANSAS, SAID CORNER 410 LC170.40' LYING ON THE EASTERLY RIGHT-OF-WAY LINE OF CHENAL VALLEY MW THENCE EL NORTH R Y R325.00' CDS7520'06"W LC288.90' R542.96' CDN46'37'13"W LC210.87' _5,00h 9 12 11 ALONG SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING: (1) N5749'047W, 17.89 FT.; (2) NORTHERLY ALONG THE ARC OF A 542.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N4637'13"W, 210.87 FT.; (3) N3525'23"W, 561.70 FT. AND (4) NORTHERLY ALONG THE ARC OF A 542.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N21'30'08'W, 260.10 FT. TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SND EASTERLY RIGHT-OF-WAY LINE BEING THE ARC OF A 542.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF NO3'49'55"W, 77.19 FT.; THENCE N00.27'17"E CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY LINE, 76.66 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT, RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S50'07'26E, 39.35 FT.; THENCE EASTERLY ALONG THE ARC OF A 350.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S83'59'38"E, 69.74 FT.; THENCE S78'16'347E, 119.29 FT.; THENCE EASTERLY ALONG THE ARC OF A 225.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N75720'06"E, 200.01 FT.; THENCE N4956'47"E, 99.64 FT.; THENCE EASTERLY ALONG THE ARC OF A 325.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N63'06'447E, 159.07 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N30-13'22"E, 36.60 FT.; THENCE N16'49'57"W, 20.65 FT.; THENCE NORTHERLY ALONG THE ARC OF A 57.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N07-20'44 W, 18.79 FT.; THENCE N0708'30'E, 63.63 FT.; THENCE NORTHERLY ALONG THE ARC OF A 188.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N07'20'447W, 61.97 FT.; THENCE N1649'57"W, 103.46 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N7924'05'W, 43.97 FT.; THENCE N4T58'12"W, 45.00 FT.; THENCE N4901'4TE, 62.02 FT.; THENCE NORTHERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N11'35'55"E, 23.81 FT.; THENCE N1649'57"W, 17.06 FT.; THENCE NORTHERLY ALONG THE ARC OF A 125.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N25'02.227W, 35.69 FT.; THENCE N3314'4TW, 75.20 FT.; THENCE S4901'48'W, 576.94 FT.; THENCE S68716'207W, 145.33 FT. TO A POINT ON THE SAID EASTERLY RIGHT-OF-WAY LINE OF CHENAL VALLEY DRIVE; THENCE NORTHERLY ALONG SAID EASTERLY RIGHT-OF-WAY LINE BEING THE ARC OF A 480.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N19'41'4TW, 330.73 FT.; THENCE N50'13'01"E, 279.29 FT.; THENCE N40'01'48"E, 457.59 FT.; THENCE N09'51'22"W, 25.91 FT.; THENCE N8908'38E, 210,00 FT.; THENCE SOT51'22"E, 229.95 FT.; THENCE S33'14'48"E, 196.54 FT.; THENCE S22'46'29"E, 204.99 FT.; THENCE S16*49'57"E, 274.33 FT.; THENCE S7729'4TW, 10.81 FT.; THENCE WESTERLY ALONG THE ARC OF A 425.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S79'52'58"W, 109.27 FT.; THENCE S0743'51*E, 50.00 FT.; THENCE WESTERLY ALONG THE ARC OF A 475.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S8T13'4,rW. 32.49 FT.; THENCE S0326'56"W, 100.37 FT.; THENCE N86 33'04"W, 41.12 FT.; THENCE WESTERLY ALONG THE ARC OF A 225.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S71'11'51"W, 170.40 FT.; THENCE S4-956'4rW, 99.64 FT.; THENCE WESTERLY ALONG THE ARC OF A 325.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S7520'OCW, 288,90 FT.; THENCE N78'16'34 W, 119.29 FT.; THENCE WESTERLY ALONG THE ARC OF A 250.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N84'01'38"W, 50.10 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S41'09'24"W, 37.77 FT. TO THE POINT OF BEGINNING, CONTAINING 11.7116 ACRES MORE OR LESS. 4 10 CERTIFICATE 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, AR D R 621 PAGE 233 INSTRUMENT NO. - 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 OCK 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. 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. 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. LOTS 49-57 HAVE A 15 FT. EASEMENT. 10. TRACTS A, B AND C MAY BE USED AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES, PEDESTRIAN PATHS, TRAILS AND LANDSCAPING WITH APPROVAL OF DEVELOPER. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. 11. TRACT D MAY BE USED AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES, PEDESTRIAN PATHS, TRAILS, GOLF CART PATHS AND LANDSCAPING, WITH APPROVAL OF DEVELOPER. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. PLAT OF LOTS 12-22, LOTS 49-57, TRACTS A, B, C & D BLOCK 109 BLOCK 109 BLOCK 109 AN All)11)III(1)\ I(1) nM (I 11 (1)1 ,E11C PART OF THE NW 114, SECTION 27, L IL P LNG T-2-N, R-14-W tii nv ULASKI COUNTY, ARKANSAS BY: DATE: NOVEMBER, 2012 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITRE ROCK, ARKANSAS 72223 12-497P