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HomeMy WebLinkAboutS-0285-WW Map 1X ^ 8 , J - b 1 ,. � ',�' ,140. 22'W 25. oo' \ W.001 �03 29 , -j 8 g i � 8 -273- 1_ � � v, � ' Wiwi,s 306 � $ o'.� 30g ,,� o � •� j ,1�� ' j .. �r ,40.00I / 140.00 j ( / f4o.oa - ./ 294 r i qvq 140 i - , _ 8 r .00 Ci x g __ �, ! � it Vo o 1 ,4b.001 i° _ -- 279 m - 0.8� 'g �� f � �00 i �1 �� 1 ,r � „ij N8T10® W ,w.00l t4o.00/i Qom ° 295 (. 40.00' f, '271 .6 % 140.00ri 1 i SAM SiORTHZ " - - 8 4 � \ (9 / RANCH PROPERTIES/ INC.' ' ' $ 28a 287 s I �� ^ PINEWOOD LAND LtC „o.00 h ZONED R-2' ACCESS BY PATRICK COUNTY ROAD- - �;' s �2�6 s 1400b _ ,40 00•' II i ZONED R-2 - ,4oGo _ { 1 t I ^ -270' ^. ,4a.aa' w '�3 281' 8 I� - $ �.IB - - 140 od 286 n #a ,� 1 297 146.00• 140.00• \ i ^ - r 11 \ \ A $ 269 �8 5 s ° - I N ,40.aa' h 5 #02 3 N m I _ 282 285 t4o.00 ^ 140.09 ^ 01 2 - 1 I . _ r 140.00,4 ^ = v J CITY LIMITS LINE. 4s.zr J 268 I,n ,+o.00' �j,�(� s I f�. - - i \ ? 100 YR. FLOOD � --- O 21 JV� ._ wrrc erme Q' m� I ' v 283 9-2 4 - --_� 90. ��� / ; dRa 1�ED PAGE MONUMENT _ 99 "fr n ; 267 2V j4 0 t� o . n N f m , 00 140. 119.1 } '' 21T3 � m ' 122M.237 238 ' � fCDS18'33'S3" 12s /a . 17.32" 11 BLOC SE,Bkx _' � 113. \ � � I � b ^�il � E I� z v B ti6"26.5 s 264 8 - / 035 CD 50'08 49'E ly0 266 -- 263 I x 4csj 60 _36 ;, ^ �• f� S� I 0 26 f r, - a -- --61 �'9 ©' ay, . / i -i GDsas'0' s'E C PRE SAP Q1 �dT V�F�O ado - , 9SZ2 0ta2' - ) d , �k R475I "J �A ,9 PHA L I - N85'08'18"W 318.29' �` - J i LC669T 7 s 70 s� ' DN4- -2TW so'y,. - "°°,,.:- �, �- 'i 235 Plat ',Bk. F, Pg. 110 2Fj3 LC38.85' Q�RES ° / - ` - 240 RANCH PROPERTIES, INC.- Z ED "R-2 s sE+e" , _ • = 232 i 26 -' = �!" cDN38a165a°w od NCH PROPERTI S, INC. / `- �l 241 , : I 2 0� 234 It RANCH PROP RTIESa r_ C./ 233 TRACT „ S„ 26a j / THE RANCH , ' a 265 _ Plat Bk. D, pg. � ' 260 \ / ZONED R72 - /s 2 0 242 A W. 110 CERTIFICATE OF PRELIMINARY CERTII SURVEYING ACCURACY •••.... •e.,, F 'CASTER, All re I, Paul M. White, hereby certify that �, ? 01TATFOF''•e, Subdi this plat correctly represents a bound- ! .;' ARKANSAS , relati, ary survey made of verified by me that all NO 121111 : subm surveying requirments of the State of ; p been Arkansas and City of Little Rock Sub- ' is he division Rules and Regulations have been o �'• •''. rovit This compiled with and a copy of said .. ...M..,w�.. �. •••.Q,y 9 boundary has been duly filed for record ,.• ' AL LAB,.. ' in offices of the State Surveryor and .,,, .• the Pulaski County Circuit Clerk on 19_, in Plat Book _Page Date Date of Execution istered SurveryorNhitNoe 1281, Arkansasd OCT( /si p�z E t Date CERTIGICATE OF PRELIMINARY = ARKAN6AS ENGINEERING ACCURACY Ilill t-j 1of REGISTERED I I, Timothy E. Daters, hereby certify PROFESSIONAL that this plat correctly represents a ENGINEER Sow plat made by me, and that engineering , t i " ` '� requirements of the Little Rock Rules Regulations have �2i0 No.5033 �4�g' Insti Subdivision and have been compiled with. / 01 E�*p��i Date of Execution Timothy E. Daters , Registered Professional Engineer No. 5033, Arkansas PART 0' 14, T-: DESCRIE BEGINNI ADDITIO S59'47' CYPRE� RADIUS N38'46 NORTH\ / General Notes: LEFT, 1. Owner & Developer: THENCE Ranch Properties, Inc THENCE 900 S. Shackleford Rd., Suite 300 THENCE Little Rock, Ar 72211 TO THE THENCE Source of Title: 89-62166 NE1/4 2. Linear feet of Internal Streets: 4950 Lf NORTH -3. Average Size of Lot: 115' x 140' RIGHT, 4. Number of Lots: 49 Lots THENC 5. Applicable existing covenants: None ARC 0 DiSTAI, --6. Source of Water Supply: CAW FT.; TI 7. Source of Wasterwater Disposal: LRWWU CURVE 8. Floodway: N/A 204.31 Municipal Boundaries: Within Corporate City Limits 140.01 /ice 10. Phasing Plan: P",ase I Lots 261-283, 140.01 Phase II Lots 284-299, ALONC ! Phase III Lots 300-309 BEARII 11. All lots to be filled to min. elevation of 264. 525.0 525.0 yy2: All 51,6or grades to be min. elev. of 265.0 OF S' /13. storm water detention does not apply to this property. THEN( // Z THE E TO Th 251 252 '•` Public Works Notes: 1, Buckland Road is a residential street. \ 2. Permanent erosion control will be provided / to withstand current and wave action will provided at the fillwater interface in the C RESS OINT 253 floodploin. 250 PHASE II 3. Proposed 90-foot bridge will meet City engineering standards to not impede flow Plat k. F, pg4 4 of watercourse. 4. Appropriate handicap ramps will be provid, r'�� 254 per current ADA standards. 249 PRI 248 G 255 247 n G 256 CYPF r; C� , 244 246 245 l li If If if 185 186 AN AD D E LITTLE ©IUVJHIII j�1Lsv CIVIL �i VIL ENGINEEI 24 RAHLING C