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HomeMy WebLinkAboutS-0867-GGGGGGG Map 2I CHENAL VALLEY DR. VICINITY MAP (NTS) CHENAL PARKWAY THIS PLAT 7 CHENAL VALLEY DR. / �o DENNY ROAD KANIS ROAD 00 39 �?5 38 R380.00' CDN1911'08' E LC247.20' al �d CM O <n � o G O z R245.00' ® + CDN02'57'19"E - �I LC32.06' 0) j f I w Nrn �tl1j N 1 rn zoM IM � z 1 R320.00' © 30,30 CDNITO8'04"E / LC 115.84' ; h �ry o• 5 W e R38.7 CDN1600'le aG LC61.0 CERTIFICATE OF SURVEYING ACCURACY t s „�°'•,y I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS s• `. PLAT CORRECTLY REPRESENTS A BOUNDARY r- "'•, ?s SURVEY MADE OR VERIFIED BY ME, ALL i sus + MONUMENTS REQUIRED ACTUALLY EXIST AND q .1251 ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ,•.�L ROCK SUBDIVISION RULES AND REGULATIONS °, U�L L•.�' HAVE BEEN COMPLIED WITH. 10 DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS Scale 1" = 100 ft RTIFICATE OF OW 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 1091 49 D.R. 621 PAGE 233 INSTRUMENT NO. S8 ®r�S� A 1F � Alt A�isq'S. 364 ' ,9 _L�®a , * , e CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL �y 69, y��f $ REGISTERED e PROFESSIONAL `0� ¢ u • I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION tali 13 ENGINEER �vJo� o� os °8S y Es t THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE o �`' n�o 'n No.5033 ���� PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN ? `' 8810'Sj% N OTyy ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY 872910 ROCK SUBDIVISION RULES AND REGU TIONS ACCEPTED, THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED WI EXECUTED UNDER THE AUTHORITY OF SAID saslj0p�?S'� �/ �a �� R924.93' " Z RULES AND REGULATIONS. �c9 CDS52'35'36 E o�',s./ oA' 6 �?S, ?o. y J LC485.82' (- i L B>o�, ��• "��a ` do DATE OF EXECUTION TIMOTHY E. DATERS 93.06•fo" 2 2sj� 0j r33' REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING `�, ��� A'� 9s44'f0 30 9o16'ao sFtioT��� \ ENGINEER NO. 5033, ARKANSAS COMMISSION 02 ° ?° h• mow/ F yc m 2 ma os s(b / Bo CPR °7- m f ol.� °, / ,0 s) O 154'07.4t"/, �{Dr1, / i Ufi%ram! T .O O 4 s. 1 eO I b , Q /16 5 sS°T. �" 7 n 9F,9 J Obi N OG� 102'22'S5" yh>�Oy ry, h0 7e�tiy 135'06'30' .'cam O�j c,S.4'°a 14 a y / (] 9p00,06J0, `29 135'08'50"/ rn •.10' 7 H /S5" // 3 '��E'moo. `p g0C 063. / / •2 , 93'03'15O Lnv c� c� 180.00, sss / 1 °o O, o \ \t. 's �s �• �10�`C\,_�T\J \ykL ,A 62 �a Opa1� 210 I 28 9603'20 4 15U24'25 104 1i: \N au` \ co0 �"\� \ \\\ 32 90'00' �\ 96'44'06 47351, \ y BLOCK 126 v�boo / l \$0� o� \ �p oytib cA 27 'All 80.12>7 s� ti5i 5 10332p5 $ 66°, S6\O�4' \¢3 0 90,155 2,6 8T37'45� �� G 9 \ 'ems �6 �o 7 'dam n�'L a ci TRACT 'A' 6 g o" \ °3�8. \ \ at_ vP4 59 N88'04'24 576.59' SW1,,/4 NI"W'! /4 7G - %- I'vI, - 14 -W ARKANSAS STATE PLANE COORDINATES 1 N 118263'94 E 1169818.28 N 158279.32 E 1169158.10_ 3 N 159587.50 E 1169202.24 4 N 159606.88 E 1168625.97 5 N _ 159616.22 E _ 1168630.85 6 N 159726.92J E 1168664.97 7 N 159858.99_ E 1168680.50 8 N 159891.01 E 1168682.16 9 N 159994.62 1168680.72 10 _ N _ 160229.48 _E_ E_ 1168757.87 11 N_160471.3_7 _ E 1168941.36 12 N 160529.4_4_ E _` 1168922.49_ 13 N 160391.76 ^E 11 69260. 19 14 N 160096.64 _ 1169646.09 1 N 159922.89 _E E 1169778.77 _ 16 N 159692.26 E ' 1169476.77 17 N 159029.47 E __ 1169982,91 18 N 158721.26 E 1170152.95 ,19i N 158676.95 E 1170223.25 CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS .155.10• -- - - 23-41.51'.- 78,67' --- 375.00' - - ,_.C2 _ 368.21' _._. 114'02'1Y. -..07 285.0T M1$5.00' C3 21338' 3T3704"-- 110.70' 325.00' C4 146.89' 054221" 73.50' - 1475.00' C5 145.57' 13'20'41" 73.12' 625 60' C6 190.37' -- 80'47'37' 114.88' -- 135.00'. C7 110.59, 4656'02' 58.61, 13500' C8 123.54' 2713.27° 62.42' d50 00' C9 ' _. ..-36.01' -. OT30'10"_-.. 18,03, ..- 275.00' -- CID 231.91' 3T57'48' 120.33' 350.00' A,g 7 �\ l 68.41' 10051'50 9(r00'� 'O 3' o p. �9a a� 9 9900, 9a0a 10 svoo' !J \ 11 'os 'L 5 �` 179'31.OS >r' 2008066776 Received: 9/30/2008 9:21:04 AM Recorded: 09/30/2008 09:28:46 AM cited B, ������������� • Recorded in Official Records of P AT �g� l. PULASKI COUNTY CIRCUITICOUNTYOCBERKN SAS_ Fees 515.00vo Olubt m 91'48'3T / ! 0S \ 8531'45 � 5 \?p 12 88'07'25" Q. \ 5Jo ��li•\ W W54'00"I II 13 90'00`� \\ TRACT 'C' uj 183112 t? 'n raj 20 \ 1 \ 9S11'25 Z 9 \' \ � ^h 19a� TRACT 'B' '01.S 119'39'40• ' S 890T25 N•50j�b,\ \1 o p 103'2>'05" 16 / 39.83' o \ oaf 17 Alt• Oo 90. 1p 81.91' 00 00 o / 1 1 10.98' 69.02'L Esmt.1� NW37'46"W C!/ //�8r22.36. yp \ 1011, \ d 124'38'10" 1 223.30' N '9y$$ b^ 23 85.27' - s 94.73'- �8_t°Do- -fig ��y \\ N, o np�1 19 ^ �izo 20 0) 21 0 22 144'06'40'\ " - BLOCK 126 C9 10 �d b b b 0 9 '-° _ "ion pin �ry 266.16' 0���y 115.00' ygyAh $yy�5 �& 1 115.00' 164-20' s �0 N8W 66U 36' SOUTHWEST CORNER �1 SE1/4 NW1/4 A5 SECTION 35 CHENAL VALLEY, PHASE 34 T-2-N, R-14-W PART OF THE W1/2 OF SECTION 35, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 45, BLOCK 9, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, BEING ALSO THE SOUTHEAST CORNER OF THE W1/2 SE1/4 NW1/4, SAID SECTION 35; THENCE N8T39'55"W ALONG THE SOUTH LINE OF SAID W1/2 SE1/4 NW1/4, 660.36 FT. TO THE SOUTHWEST CORNER THEREOF; THENCE N01'55'57"E ALONG THE WEST LINE OF THE SE1/4 NW1/4, 1308.92 FT. TO THE NORTHWES1 CORNER THEREOF; THENCE N8804'2e" ALONG THE SOUTH LINE OF THE NW1/4 NW1/4, SAID SECTION 35, 576.59 FT.; THENCE N2733'44"E, 10.53 FT.; THENCE NORTHERLY ALONG THE ARC OF A 320.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N1708'047E, 115.84 FT.; THENCE N06'42'24"E, 132.99 FT.; THENCE NORTHERLY ALONG THE ARC OF A 245.00 FT. RADIUS ;uRVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N0257'19"E, 32.06 FT.; THENCE N0947'47"W, 103.62 FT.; THENCE NORTHERLY ALONG THE .ARC OF A 380.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N18'11'08"E, 247.20 FT. TO THE SOUTHEAST CORNER OF TRACT B, BLOCK 125, SAID CHENAL VALLEY, THENCE N57*11'01"E ALONG THE EAST LINE OF SAID TRACT B, 303.62, THEN^,E NORTHWESTERLY ALONG SAID EAST UNE OF TRACT 8, BEING THE ARC OF A 38.71 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF NIB'00'18"W, 61.07 FT. TO A POINT ON THE SOUTH RIGHT- OF-WAY LINE OF THE CHENAL VALLEY DRIVE; THENCE 5674S'08"E ALONG SAID SOUTH RIGHT-OF-WAY LINE, 364.69 FT. (HENCE SOUTHEASTERLY CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY UNE, BEING THE ARC OF A 924.93 FT. RADIUS CURVE TO THE RIGHT, A. CHORD BEARING AND DISTANCE OF S5735'36"E, 485.82 FT.; THENCE S3722'04"E CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY UNE, 218.62 FT. TO THE NORTHERNMOST CORNER OF TRACT A, BLOCK 12, SAID CHENAL VALLEY; THENCE S5737'55'W ALONG THE WESTERLY LINE OF SAID TRACT A AND .ALONG THE WESTERLY UNE OF LOTS 10 AND 9, SAID BLOCK 12, 380.00 TO THE SOUTHWEST CORNER OF SAID LOT 9; THENCE S37'22'04"E ALONG THE SOUTHERLY LINE OF SAID LOT 9 AND ALONG THE SOUTHERLY LINE OF LOTS 8, 7, 6, 5 AND 4, SAID BLOCK 12, 833.95 FT. TO THE SOUTHERNMOST CORNER OF SAID LOT 4; THENCE S28'53'OTE ALONG THE SOLTHERL.Y LINE OF LOTS 3 AND 1, SAID $LOCK 12, 352.00 FT. TO THE SOUTHWEST CORNER OF SAID LOT 1; THENCE S5T46'3i"E, 83.10 FT. TO THE NORTHERNMOST CORNER OF LOT 6, BLOCK 7, SAID CHENAL VALLEY; THENCE S44'26'13"W ALONG THE WEST LINE Cr- SAID LOT 6 AND ALONG THE WEST LINE OF LOT 7 AND TRACT E, SAID BLOCK 7, 578.43 FT. TO THE POINT OF BEGINNING, CONTAINING 39.2218 .ACRES MORE OR LESS, GENERAL NOTES:- 1. 1 /2" IRON PINS WERE SET AT ALL LOT CORNERS 1 2. ALL EASEMENTS SHOWN =______= ARE TO BE USED OUNTr.. 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 1:20,000 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. (25' B.L.). EXCEPT PART OF LOTS 1 AND 2 HAVE A 30 FT. BUILDING LINE AND LOT 31 HAS A 60 FT. BUILDING LINE. 9. THERE IS AT LEAST A 10 FT. EASEMENT ACROSS THE FRONT OF ALL LOTS, ADJACENT TO THE STREET RIGHT-OF-WAY, LOTS 1 AND 2 HAVE A LARGER FRONT 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. THERE IS NO VEHICULAR ACCESS FROM CHENAL VALLEY DRIVE OR GORDON ROAD TO ANY LOT. ALL ACCESS IS BY WAY OF ACCADIA COURT. LOTS 31 AND 32 WILL ACCESS BY WAY OF THE PRIVATE DRIVE. 4 G N X4"F ay � \ s� �y I 11g2g'15" `'w. V N <6 25 106-41'05/ / 103'21'S0" , G 64'45'5T /i9as� 24 000 S \\ rn 04 C,ir,v't VC, Pry. p�AT I �37p, 6 BLOCK 7 CERTIFICATE OF RECORDING PLAT OF LOTS 1-32, TRACTS A, B & C BLOCK 126 BLOCK 126 Li11�V7 *d��1pll1�/iU71 }ll�ll �llp®?R1�/V/V ll ®�ll�'pl�ilTTllpla��L�Tll�allgll GI 11.a11ll tS1l. jE 15�1`iUll..� .t511N1A\tillVeAsy FINAL; AT To be known as As "A CCADIA CO UR DATE: Na BEING PART OF THE W112 OF SECTION 35, T-2-N, R-14-W PULASKI COUNTY, ARKANSAS AUGUST, 2008 WiAXII711= il.D.AI AW2nC1A1TM% INC • CIVIL. ENGINEERING, LANE PLANNING ,1C DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job # 08-426P