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HomeMy WebLinkAboutS-1261-K Map 1M:120141Kenwooa\Ptel P,at.awg, 1113/2014 0:07:35 AM, bnu, White-Daters 8 Associates, Inc. too 0 100 Scale 17' = 100 ft - THIS APPLICATION 172.05' .. 93.15' . 75.00' 75.00' 75.ar 300 �-�' 7s.ao 75.00• 75.ar ' 75.OD 75.00 2A _ i.` 157t55' n _ 9 , I 14 " - _ °* 13 a n 15 16 17 14 19 = 20 21 n - _ F 22 2 24 m 75.00' 75A0' _- 12 75.ao' 75.0p' P 2 ES s.ar 7 - 7s050• BUI NG SETBACK 7 'i ' 25 CONGR'SSIONAL DRIVE `.. �$ /36.39• 80.00'._. 276.ao' ,_.., 75.00' 75.90' 7Sao' , 7500' S77a ` Y - / ..., 111 � -� -- g'' "75.Oo ,g eD.ar PAG MONUMENT 7500 11 ^ n S :\ 8 8 h '�i. $ 97qq' SE 106 f 07 g -108 g 109 110 g 112 1 f 3 D 114 8 115 ,� g P oMON MENT 8 120.ar 230.00• �5:00•- - _7 79.60' 75.00' 75.OD' l 140.1e' - tl0[1R 10 75.00' 75.00• tt 8 slEwauc ws( a27z 16456 I 27 8 • I G ZONE 8272' � 155.00' '^ 105 .- � 155.0p 120.00' r S szeo^, ", I $ 154 ^ 135E R 135A $ 18 14022• I ac 116 n 120-W �s +• o ° a= f J -r�J 153 l BV S, r �28 n � � 155- 8 104 / L% o ,zo.00' J ,61.63' N ^ � �. � 136 ►ti z�' 8 117 s t 9 'i4o2e'� fg 10 134 ^ r J O q 8 8 120.00742g t S lm ,o66r m - ' 29 a rh .103 � � 105.5T � - - 16463' v, I , y 152 105-57' 137 1 18 8 ,4033 VARIANCE TO ALLOW 6' TALL FENCE I g 7 I s W I 120.00' 13250• 132 o/ 133 8 w S I 30 S ON DAVID 0' DODO RIGHT-OF-WAY ^ V 8 102 8 8 V 8 : I I 157 I n 8 151 0 Zoned R- 2 8 ta5s4 I O^ I $ 138 I a 132 8 119 18 q I ,4a.39' n 6 $ 120.00' 132.50' n o^ 8 8 I, Y I 31 ri 132.50' x ,� 101 8 158 120.00• 165.29' I I 150ru a 139 g `" 8c f 31 8 8 120 8 40.,4 DEVELOPER SHALL DEDICATE ROW w o ^ 0 (Z FOR 1/2 OF A MINOR ARTERIAL 5 18 120.00 1 ^ & I 32 8 �� 132.50' ri V 13250 ^ lyO0 8 159 DEVELOPER SHALL CONSTRUCT LEFT TURN I I w I 149 140g 130 s 8 121 18 140.so• LANE AT ENTRANCE DURING INITIAL CONSTRUCTION: I� r 1 C� ,Zfk00•... ,32.3W I . ^ I ^ I I 33 - 132W ffl99 8 160 8 p m 148 8 s2so ,sz.5o 120.00' O ,sa36 I ^ I 0O 14 f ( 8 -8 I 129 8 S 122 I s V 140.55' DEVELOPER SHALL IMPROVE DAVID 0 `g �1 ^ o DODD ROAD TO 1/2 OF A MINOR I^ 3 18 8' 1 ,zo.00 13�• , I I I 0 _ 8 I 34 8 ARTERIAL WHEN 125 LOTS ARE 1 98 g 161 $ 8 147 , 32� 172� ,part DEVELOPED. 165.58 I ^ I I 6 142 18 g I 8 8 g 123 18 14060° 400 LEGAL DESCRIPTION - A PART OF THE SW 1/4 SECTION 21 AND THE NW 1/4 SECTION 28, T-1-N, R-13-W, PULASKI COUNTY ARKANSAS MORE PARTICULARLY DESCRIBED AS: THAT PORTION OF THE NW 1/4, NW 1/4 OF SECTION 28 THAT LIES NORTH AND EAST OF DAMD O' DODD ROAD AND THE SW 1/4 OF SECTION 21, LESS AND EXCEPT THE NORTH 330'. CONTAINING 69.6 ACRES MORE OR LESS. CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY m�a o , • Y I, Paul M. White, hereby certify that this plat correctly represents a bound- ory survey made of verified by me that all + surveying requrements of the State of of S7A'IE(if Arkansas and City of Little Rock Sub- + 4d ANil "5 r division Rules and Regulations have been r Nil compiled with and a copy of said e boundary has been duly filed for record si 4ATl,I.e. in offices of the State Surveryor and •„A y; the Pulaski County Circuit Clerk on �P, ,4 t 19_, in Plat Book _Page•• Date/of. Execution Pa M. White Registered Land Surveryor No. 1281, Arkansas 04 s'�A CERTIGICATE OF PRELIMINARY At A, A4 ENGINEERING ACCURACY 1, Timothy E. Daters, hereby certify REGIST E` that this plat correctly represents a 0 F E S S d N'' plat made by me, and that engineering11���1 requirements of the Little Rock } Subdivision Rules and Regulations have l have been compiled with. °^ N0.�4}�3 --�,,/ a � .t n4- �; Date of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal of a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further provision of said Rules and Regulations This certificate sholl expire. i I-3-t4- G (� Date of Execution Planning Administrator OWNER OR DEVELOPER Date of Execution Name 8 ^ ^ n 2 ui 2... - I g _.I_ 120.00' 132.50' 5, ,32.50• ^ 35 I n 97 $ 162 8 s 13250 12000• f6 $ 143 I$ I $ 8 I g 140.66 ,6ser I I ^" I ^ 127 0 8 124 P R 8 120.OD' 8 13250' 132SD' n 36 I n - - 132.50' 132.50• 120.00• 115.32• I°P) I 96 8 I 145 8 144 I R I 126 s$ 18 ilo:7r �' L- 4 s°NNe ZooN L.� g 8 x 125 9 9sao' to7.so dP 107.So' 10750I b PASSDEWAEK1GoNES g I 37 I g Zoned R-2 '''B. 107.5W 5.00Z n N M KENWOOI3 BOULEVARD , W.50' M N 140.69' 95.00• J $ c 1,8.43'. ^.�' s ,os.00' 107.50• ,� o ,o7so• ^ I 38 _ 95.00• In 95 m 75 s 74 8 ssl zoN4 $ 215 I (- �. I I o I 8 2 9 18 8 I 194 s 193 8 140.64' ^ 132.50 W ' $ I 120.00' 32. P.P{ 16).31' 8 $ 130.00' 13250' - 120.00' �' ^ PASSING ZONE ^ 4' S115WALK N k1tI I I 76 n 73 18 q g I 165 8 214 'g 195 I 134.69' I ? 94 I ,32.So i g 192 s q 120.00' 167.03' . L ,30.00• 1 40 13250' 120OD' n I 8 77 s 72 I ri s I > 66 9 111 € I j^ Y I n n s 213 "�+. 93 ri O I I 196 8 191 $ O I ,4o.sa a/ I 13250• 120.00' 132.50' ^ n g 41 g J I 165.64' 5 c2 I 8 tJ000' 8 132-W w 120.ar � n I n ++ I W $ ++ "1 Is 92 I s m 78 71 I 167 2J2 _ I $ $ 197 s 190 t ,4os2 n ^ ^.I ^ N 132.50• IZ0.00' >1 130.00' i3250' 120-W v 8 42 W. ❑ 13112W n $ s s I 70 I n 6 I 168 s +a I. t65.31' O m I 79 8 8 V � p ^ 13 PA In 91 8 I n 211 I g s I 198 s 189 I s V I 140.46' J ^ V W n 6 n N I I 132.50' 120A0 8 • I .00 . _. II I nn I 13250' " 43 S130.00'1320' 120.00 165.15' 880#L 69 169 g 2f0 sm 90 „a 4 4' N_4/3250I .0013250120-00'44 165.0,320� 81ED I Q8 8 n68 170 09 089 I8 14 140.40 1251)' IDEWALKW 13250'm 45 g I I • 3 s ' I ^S'^ PASSING ZON 130.p• 132.50,00 171 ERU156.76' 82 67 $ ,+0.88 208 201 0^186 s 132-50' 120.ar ,30.00 13250' 132.W 120.00• I - 46 1s2.9o' I 8 . �� 83 's I I s I \ ' 14 8 6C 0 172 0 07 202 140.32' 87 / 185 121.26 132o' 120.00' gzo.ao1918' 0, 47I Do 8465 173 " 20.6 86 184 VARIANCE TO OW 6' TALL FENCE 59.15 $ � / 203 8 I ON DAVID 0' RIGHT-OF-WAY 9 120.00- 130.00 ` et �, ,20.60 8 48 1 -8 _ \� 85 1',, s 8 i I 174 s \ 64 n °j' 183 14024' I. \ 205 s 12000 13o.ar 20`1 �p-ao' ^ 8 I 49 I - PROPOSED DITCH SECTION \ 8 8 n ^ s 63 18 175 ^" n 145.00' ,65.00' ~ 1 82 I g 136.15' J, \ DRRAIINNAGEEESMT 77.50' 7750' 77.50' 77.50' 8 � t3o.00' ,zo.ar.. ^ ,- 50 I $ 12' 5' 12' ADREANTION a 62 18 s �h 176 177 178 179 PAGIE ONUMENT 140.16' Address a 180 + 181 s 25' BUI ING SETBACK - m ;a Source of Tile D.R.-Page � � �• --- 51 V 106.14' 1..... BOAQ 77.50' 77.50 77.50' 77.50' PASSINGSIDEWALK Instrument No. g ��\ a 61 CONGRESSIONAL DRIVE - - / 734?2 General Notes: � $ � 75.00' Tsar 75.00' szso' 7aao• 1. Owner: 4' SK7EW W " Theo C. Treadway e\ ��g�b 60 - I I - c +u 1 / 1921 No. Monroe k F 52 Little Rock, Ar 72207 9 59 58 Source of Title: 91-43999 57 �3 56 I I 55 54 S3 '3• �„y .e DETENTION Developer: Davis Fitzhugh 104.45• n.02' 75.02• tor£ E5.4r _ 5510 Hawthorne Road - - -7 02� �75A2' 7so2 ,43.4s_ Nix Little Rock, Ar 72207 o- wu r ,a6.29' 2. Linear feet of Internal Streets: 9260 Lf 3. Average Size of Lot: 75' x 125' 4. Number of Lots: 216 Lots 5. Applicable existing covenants: None 6. Source of Water Supply: LRMWW 7. Source of Wasterwater Disposal: LRWWU 8. Floodway / Floodplain: N/A 9. Municipal Boundaries: Within Corporate City Limits 10. Phasing Plan: N/A 11. Waiver - 75 ft Radius 12. The developer shall provide an all weather cul-de-sac at each phase termination point. GLENN COI.ONEt_ 0 0 o o = o a 0 w THIS gPROJECT W <o VICINITY MAP NTS Zoned 1 R-2 VARIANCE TO ALLOW 6' TALL FENCE ON DAVID 0' DODO RIGHT-OF-WAY `S6' 9e DEVELOPER SHALL DEDICATE ROW FOR 1/2 OF A MINOR ARTERIAL. DEVELOPER SHALL IMPROVE DAVID 0' DODD ROAD TO 1/2 OF A MINOR ARTERIAL WHEN 125 LOTS ARE DEVELOPED. P 1p PRELIMINARY PLAT Lots 1 - 215 Kenwood Subdivision An Addition to the City of Little Rock August 23, 1999 Rev: August 4, 2000 January 5, 2001 August 28, 2004 September 21, 2004 Rev: July 28, 2014 Rev. November 3, 2014 © WIHTE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223