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HomeMy WebLinkAboutS-0867-HHHHHHH Map4 DELTIC i!MBER CORP. �� TRACT - CERTIFICATE OF PRELIMINARY L Ir77 __.. open Space _ .- _ SURVEYING ACCURACY I, Paul M. White, hereby certify that __ this plat correctly represents a bound- ...... TRACT J t all - �e r fi 4, surveying Yrequirrm nts ofthebSt to of a 09 too 300 �i \• - - ,> Arkansas and City of Little Rock Sub- -_ o in ._-- _ / open Space - division Rules and Regulations have been � F �' ? compiled with and a copy of said -._ _.. 524.67• p - xledfor record �. _ r - ,'✓ �� — 1 �`'� (1 r� --- - r %` :) \\� � •� ` � boundary ofsthe eState lYSulrveryor and `.. — 1 0 0 l 1 - _ - — c on ce � u 4 _,F _ s t Pulaski County C , `. \ e P la i Circuit Clerk - _ - - - 1 In PI � —, at Boo g ' u� 9 Book— 14 e 53 — , 1_ R47 ( Date of Execution Paul M. White, Registered Land - c91 E 318851 52 / Surveryor No. 1281, Arkansas 49 V / p �� ff 50 A _ �5' LD1N� LIN — cor7ii��o'3s'E 1 `vj i' j ... �,,.v....� CERTIFICATE OF PRELIMINARY 48 / �- tto' Tip / C17.76 4 ` ENGINEERING ACCURACY N @� ° k k A y S+A S �`l I, Timothy E. Caters, hereby certify $R�£IR£ E �' _ / LEGAL DESCRIPTION @ , f Y Y Y - / o i , that this plat correctly represents a o> t _ It E G 16 i i n E lo lot made by me, and that engineering _ PART OF SECTION 27 AND PART OF THE NE1/4 OF SECTION 28, T-2-N, R-14-W, PULASKI COUNTY, 115 ttP _ 42 rn i requirements of the Little Rock _ ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: F �4 g A �• Subdivision Rules and Regulations hove 25' eulLaNc uNE i BEGINNNING AT THE NORTHWEST CORNER OF TRACT A, BLOCK 113, CHENAL VALLEY, AN ADDITION TO THE ENGINEER have been compiled with. I CITY OF LITTLE ROCK, ARKANSAS; THENCE S09'55'16"E ALONG THE WEST LINE OF SAID TRACT A, 30.00 FT.� � * * * � 11 a, / N TO THE NORTHWEST CORNER OF LOT 54, SAID BLOCK 113; THENCE S18`2T07 E ALONG THE WEST LINE OF �Q Na.5033 ��c a' GATE W/ K+i\10 BOX 44 43 SAID LOT 54, 166.76 Fr. TO THE SOUTHWEST CORNER THEREOF; THENCE S16'44'O6"E, 50.00 FT. TO A POINT ti 45 , v, \ Date of Execution Timothy E. Daters j ON THE SOUTH LINE OF A PRIVATE ROADWAY RECORDED AS ORLE' CIRCLE; THENCE EASTERLY ALONG SAID SOUTI ° 47 f Y LINE BEING THE ARC OF A 175.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF ' Registered Professional ` 4 115' rrP. t N76'10'36"E, 17.78 F. TO THE NORTHWEST CORNER OF LOT 1, BLOCK 116, SAID CHENAL VALLEY; THENCE Engineer No. 5033, Arkansas 109 � DELTIC TIMBER CORP. 51 1 1 - S10'06'41"E ALONG THE WEST LINE OF SAID LOT 1 AND ALONG THE WEST LINE OF LOT 2, SAID BLOCK 116, T 4 } 148.01 FT.; THENCE S1435'27"W ALONG THE WEST LINE OF SAID LOT 2 AND ALONG THE WEST LINE OF 50 �/ /J' ��� AND ALONGLOTS 3 DTHE WEDSTBLNEKOFLOTS 55AND 6TMSAID BLOCKENCE 21156,"25009G�HETHENCEWEST LS 5'04'31INE OF A1W A�ONG CERTIFICATE OF PRELIMINARY PLAT APPROVAL { w I THE WEST LINE OF LOT 8, SAID BLOCK 116, 85.22 FT.; THENCE S10`46'08"E CONTINIUING ALONG THE WEST All requirements of the Little Rock / \ / 1 4 rQ LINE OF SAID LOT 8, 156.50 FT. TO THE SOUTHWEST CORNER THEREOF; THENCE S79'13'52"W ALONG THE Subdivision Rules and Regulations a NORTH LINE OF SAID ORLE' CIRCLE, 46.34 FT. TO A POINT ON THE NORTHERLY EXTENSION OF THE WEST LINE 49 V / 52 - tract OF LOT 18, SAID BLOCK 113; THENCE S10'46'O8"E ALONG SAID EXTENDED LINE, 195.15 FT. TO THE SOUTHWEST relative to the preparation and \ 1 6 Gj submittal le a preliminary plat having ` CORNER OF SAID LOT 18; THENCE N77'S7'11"E ALONG THE SOUTH LINE OF SAID LOT 18 AND ALONG THE SOUTH n6 h� a been fulfilled, approval of this plat 53� � � / 13 � 1 LINE OF TRACT D AND LOT 17, SAID BLOCK 113, 178.46 FT.; THENCE N5701'33"E ALONG THE SOUTH LINE OF is hereby granted, subject to further 54 / LOT 17 AND ALONG THE SOUTH LINE OF LOTS 16 AND 15, SAID BLOCK 113, 375.90 Fr. TO THE SOUTHEAST Q) 1 CORNER OF SAID LOT 15; THENCE S62'01'03'E, 90.48 FT. TO A POINT ON THE BOUNDARY LINE OF THE provision of t said Rles and Regulations 48 so, 1 CHENAL VALLEY COUNTRY CLUB GOLF COURSE; THENCE SOUTHERLY ALONG SAID BOUNDARY LINE THE FOLLOWING: is certificate a shallexpire. e\o 55 _ ' ' (1) S16.49'57"E, 509.98 FT.; (2) S30'56'08"E, 313.83 Fr.; (3) S45'53'54"E, 504.94 Fr.; (4) S08'40'00"W, c 128.72 FT.; (5) S67'22'58"W, 442.48 FT.; (6) S32'55'05"W, 173.94 Fr. AND (7) S27-17'56 E, 322.83 FT.; b 47 THENCE S43°5456"W, 20.41 Fr. TO THE NORTHEAST CORNER OF LOT 15, BLOCK 98, SAID CHENAL VALLEY; Date of Execution Planning Administrator �i. �taC� 1 THENCE N69'41'29"W ALONG THE NORTHERLY LINE OF LOT 15, 324.62 FT.; THENCE N69'22'24"W ALONG THE NORTHERLY LINE OF LOTS 14 AND 13, SAID BLOCK 98, 316.83 FT; THENCE N74'06'11"W ALONG THE / ��j ' g \ 56 1� nP \ 12 , NORTHERLY LINE OF SAID LOT 13, 151.33 FT. TO THE NORTHERNMOST CORNER THEREOF; THENCE N80'31'23"w v ALONG THE NORTH LINE OF LOT 12, SAID BLOCK 98, 94.49 FT.; THENCE S69'57'45"W CONTINUING ALONG SAID 46 ti so. sT m- NORTH LINE, 201.50 Fr-; THENCE S38734'19"W ALONG THE WESTERLY LINE OF SAID LOT 12 AND ALONG THE __ w - _ OWNER OR DEVELOPER rA, &py WESTERLY LINE OF LOT 11 AND TRACT A, SAID BLOCK 98, 307.32 FT. TO THE NORTHWEST CORNER OF SAID 8 / / ��4aC \ 57 '" - - 150 �P. �; ' TRACT A; THENCE NORTHERLY AND EASTERLY ALONG THE EAST RIGHT-OF-WAY LINE OF CHENAL VALLEY DRIVE / �� z 16 n �, THE FOLLOWING: (1) N57'49'04"W, 17.90 FT.; (2) NORTHWESTERLY ALONG THE ARC OF A 542.96 FT. RADIUS Q' /. �• \ N m �a Date of Execution Name c' 45 d w �� �� �\ A\\�p��� ! CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N46'3T13"W, 210.87 FT.; 3 N35'25'23"W, s 7 / / 1 (� �a \ �. 1 1 �lJ� , 561.70 FT.; (4) NORTHERLY ALONG THE ARC OF A 542.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING i 1h J� o N / c m rrp. \ GIU L1Q� ��� AND DISTANCE OF N1729'03"W, 334.47 FT.; (5) N00'27'17E, 226.58 FT.; (6) NORTHERLY ALONG THE ARC 6 / / / �� 58 1S0 D Lr Lf1J d OF A 480.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N25'23'16"W, 418.46 FT.; Address / PSI , : 44 J� _ (7) N51-13'49"W, 289.83 FT.; (8) NORTHERLY ALONG THE ARC OF A 270.00 F. RADIUS CURVE TO THE RIGHT, s�A / V 1 1 / tract A 54 A CHORD BEARING AND DISTANCE OF N0536'01"W, 386.01 FT.; (9 N40'01'48"E, 847.96 Fr.; 1C NORTHEASTERLY � z Source of Tile D.R. _ Page Q / 59 ALONG THE ARC OF A 470.00 Fr. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N60'03'16"E, 9 5 / / / ti - 1 7 I I\ 321.88 FT. AND (11) N8004'44"E, 524.67 FT. TO THE POINT OF BEGINNING, CONTAINING 98.3475 ACRES MORE OR LESS. Instrument No. 43 ev 42 s AC / 3 �% �oP 14 � �° / 28 ?1� 61 ' 18 �� �m Q=—iS 2 15 CDN05'336'Ot"W 41 / 62 ' g LC386.01' 16 63 J:.. Sp. 2t' � �" \ •`� S79'13'52 40 '� / . s 31 / / �,0� 116 \ \ 46.34.el 18 \ 109 a 32 �y 27 64 20 m* 33 �/ /�� �, \ 113 N m , P� GFC) 107 w �s 384� / v 26 ��� , 65 �Q ,0 19 ��Or�1 q, 37 / \. 34 25 / ''� 66 N7757 n E G� _ 6 PC11X -36 35 / / % � tract open space n$q6 1b VV- \ - J�s'� 24 67 B' WIDE PEDESTRIAN 5 $ 23 ItY y{,' 12 > r�68 �\ 22 / �� 13 / 1 7 / 3 69 14 VP1 15 70 \\ I Ul19MG LiN e� 20 `k _ / 16 / i L- 2 \ A=25 AC y�� 71 \ \ 1 \ \ g Q=106.5 CFS �LFllUV1L� Vir.�t�LSIS Lf 1 R480:00" / \\ / cw \ rr CON2523'16'W/�/. P� ♦ / \� \ O 1 0 V LC418.46' 0 n /1 72 DELTIC TIMBER CORP. / 1 t, 73 1 A ,t5 2 "I 7 �P \ °0j Id {$ GUARD a o. �+ 9 , _` _ ., • / $ 0`� .�� �+`v/ a o\ NJ 74 o (/15b, /Q 5 / .0 'l �' F. C{C'�. / D' ES (EH IAR o Y 2 ,• JN� � '�( ACCES EMENf- _ 3 \ n 10' NO VEHICULAR 10 CESS EASEMENT, — - -- = - GUARD HOUE - - - \ 'W10' NO VEHICULAR \ 1 " \.. 16 ACCESS EASEMENr \ �. O 7 General Notes: 3 No VEHICULAR 24 \ ^� 1. Owner & Developer: 10' TALL DECORATIVE 7FENcE/ ^ _ V - ccESS EASEMENT\4 ¢\Deltic Timber Corporation 12' BRICK/STONE CONP) aC�� A ''� \ C? \u \ �s A-15 AC #7 Chenal Club Circle - �C4 --- - �s �! c+Q" \ ,yA \ \ ss Q=63.9 CFS Little Rock, AT 72211 N 7 m\ �s g Source of Title: BOOK 621, PAGE 233 - 6 105 \� \ \ 2. Linear feet of Internal Streets: 11,050 Lf 3. Average Size of Lot: 150; x 175' - N 5 �Q 23<.yF\ ��c\G 12 5 9 115 x 150' /—� 4 tiF \ \ 75' x 150' - a 4 8 A,; � \ 60' x 150' �-1 NO VEHICULAR 3 \ - atr ESS EASEMENJ- / ,-_-.---- `'s. ,�5 '.N \\� _ \•-__ - 4. Number of Lots: 196 Lots 2 E ti 5. Applicable existing covenants: None ` GUARD HJU E BU j o� 15 c+P \ g \ \' y \ 8 6 ,.. 6. Source of Water Supply: CAW R542.96' / / e6 j i 's. Gy 3� 22 \ 13 7. Source of Wasterwater Disposal: LRWWU CDNiL29'03"�' 29 \ �9 \ j \ 10-- & Variances: Alternative Pedestrian Circulation System 7 ti ��p\HO o_ 6 Gi s3 \ ,�o �q y c+Q \ \ / / 1007 0 ^ Gated Communities i/ 25 5 ? q , 1' \ 7 / o N 9. Floodway / Floodplain: N/A Z8 \ s / i 4 �� 1 1 o a/ G / o ham- \ \ -_.-- ��� 14- 10- Municipal Boundaries: Inside Corporate City Limits by<R' \At 3 1 6 �� 21 /N� 11, Phasing Plan: 27 Phase 246 -Block 113, Lot 19-20 &Lot 43-53 Z ''��`.O \ / /2s Block 116, Lot 9-19 5 \ ✓ ��� \ \ ��� � Est r \ c1 \ Phase 27A - Block 107 & 108 s ,6 26 G �- \Es5 10 U1 \ l 15 Phase 278 - Block 105 & 106 os Phase 27C - Block 109, Lot 1-27 & 61-74 ems\ �- jo 1 1 105 Phase 27D - Block 109, Lot 28-60 25 e%�\ / 20 11 J 16 2 Y o. !3 N l "� 12 0 12, Block 107 Lot 1 & 24, Block 105 Lot 1 & 2, cGy� \ 14 k13 2�1 g�\� 13 & Block 109 Lots 1 & 2 shall have a 10' No Vehicular Access \ A, Easement adjacent to the streets at the front of the lots. Cs% \ ^ ✓ _ 13. No lots shall directly abut or take access to Chenal Valley Drive, No vehicular access shall be permitted across tracts 14 156 � adjacent to Chenal Valley Drive. Gs 6� / 15 17 a`, -, moo. 23 - a uN o- 19 ti ^� y ?, ewwN17 22 18 ♦ 107 - REVISED - PRELIMINARY PLAT 1j 18 i9 jYP' 0'3 P23'k, - ( , Public Works Notes: 1. NPDES and grading permits are required prior to construction. 2. Stormwater detention ordinance applies to this property. 3. Plans of all work in right-of-way shall be submitted for approval prior to start of work. 4. Provide striping and signage plans as per ordinance for Traffic Engineering approval 5. Prior to construction obtain barricade permit for work done within right-of-way. 6. Easements are for utilities and drainage where needed. 7. Access driveways are private and are to be maintained by the PDA. The public may have access to all private driveways for the purpose of servicing the residents and maintaining or repairing of all public facilities. 8. Streets may or may not be dedicated to the public at the developers option. The streets which are private will be maintained by the POA. The public may have access to all private streets for the purpose of servicing the residents and maintaining or repairing of all public facilities. 9. Easements for proposed stormwater detention facilities are required. 10. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. 11. Minimum centerline radius on access drives shall be 50' unless shown otherwise. tL _ 5645'V1 94,49, fYTq p6.17 \\ - 95, Lots 1-29 Block 105 21 20 2a,. 51.33. _- — _ Lots 1-14 Block 106 \ nr Lots 1-24 Block 107 12 - "69�2zgw Lots 1-12 Block 108 ° 3j6B3'� Lots 1-74 Block 109 open space w Lots 1-18 Block 110 oQ.�ry 13 Lots 19-20 & 42-53 Block 113 8, WIDE PEDESTRIAN - Lots 9-19 Block 116 �//�figg',�}} �nI ����{7. � C'�/7 R542.96' �HIELJ VLr-,.1 L/�� I11 4 Fc- F IVED CDN46'37'13'1W TRACT E Lczlo.a7 ?009� 11 Lr�Lf"LJI\� ��. ',; MAY 'I yry� HENAL VALLEY 1 Y;� PHASE 24B & 27 15 10 An Addition to the City of Little Rock DELTIC TIMBER CORP. i i,C 1.VIVUri I:' May 4, 2009 May 27, 2009 COURT WHITE-DATERS&ASSOCIATES, INC. 9 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING , rrn r onnv Aove,,,cAc �nnnz