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HomeMy WebLinkAboutZ-9220 Map 1100 0 100 300 Scale 1 " = 100 ft MABELVALE CUTOFF 1—"j"I-jl PROJECT Vicinity Map NOT TO SCALE 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. Streets to be 27 ft. wide in 50 ft. right-of-way easements or 31 ft. wide in 60 ft. right-of-way easements as shown. 8. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. General Notes: 1. Owner & Developer: Town Creek, LLC 11324 Arcade Drive Little Rock, AR 72211 Source of Title: Under Contract 2. Linear feet of Internal Streets: 15,300 LF 3. Average Size of Lot: 50' x 120' 4. Number of Lots: 400 Lots 5. Applicable existing covenants: None 5. Source of Water Supply: CAW 7. Source of Wasterwater Disposal: LRWWU 8. Variances: Pedestrian Walking Trail in lieu of Sidewalk 9. Floodway / Floodplain: N/A 10. Municipal Boundaries: Inside Corporate City Limits 11. Maintenance of tracts and pedestrian trails will be provided for within the Bill of Assurance. 12. Lots are numbered with block number followed by lot number per developer request. 13. Setback: 25' Front and Rear 5' Sideyard r ti q 4i rBiv EXISTING ROAD WEARING SURFACE — — — — — — ------------� COMPACTED CRUSHED STONE BASE COURSE (S8-2) COMPACTED 10 7 MOD. PROCTOR -TYPICAL 'HALF STREET IMPROVEMENT SECTION 16'-0" EXISTING ROAD WEARING SURFACE — — — — — — — COMPACTED CRUSHED STONE BASE COURSE SB-2) COMPACTED 10 % MOD. PROCTOR TYPICAL STREET IMPROVEMENT SECTION WITH LEFT TURN LANE 1P 430' OF IMPROVEMENT RTH SIDE OF MANN ROAD TO CREATE LEFT TU OVf MENTS INTO DEVELOPMENT / DEVELOPMENT S 100 SF MAX A 6' IVAX HT / 501 � an 502 n 503 lop -' 504 I 120' 505 ' 120• 506 120 507 120' 571 �s 120 F 120' 570 � Yk �' 0 0 -4 _ nr,. V9k4FNTS ON N4�TW SIIIJE-O€ MANN-ROA13- 120' CREATE c0 508 m LEFT TURN MOVEMENTS INTO DEVELOPMENT I O_ / 5° 0 z s" 120 LEGAL DESCRIPTION \�4� / / 5° ��O 569 z I Q 509 / ,3U9 2b' t2o' A TRACT OF LAND BEING ALL OF THE SW Y+ OF THE SW Ya, AND ALL OF THE N 1/2 OF THE SE 1/4 OF THE SW'X AND ALL OF �� / go '� o Q 120 THE NE'/. OF THE SW Ya, AND PART OF THE NW'/.OF THE SWl/4, AND PART OF THE SE1/4 OF THE NW1/4, ALL IN SECTION 2, DEVELOPER TO IMPROVE Q�Q�� ,2308 ,2 568 on Q 510 T-1-S, R 13 W, PULASKI COUNTY, ARKANSAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: MANN ROAD TO COLLECTOR - / �° , 307 39 120'' 120' STREET IN TWO PHASES �/ �'° ,306 ?0. go 0 0 567 o o a 511 BEGINNING AT THE SW CORNER OF THE ABOVE SAID SECTION 2; THENCE NO°07'46"W ALONG THE WEST LINE OF THE ABOVE SAID SECTION 2,1337.77 FT. TO THE NW CORNER OF THE SW1/4 OF THE SW1/4 OF THE ABOVE SAID SECTION 2; THENCE 7° eo. yIS 1 1 zo N88°55'05"E, ALONG THE NORTH LINE OF THE SW % OF THE SW1/4 OF THE ABOVE SAID SECTION 2,896.83 FT.; THENCE 305 t 20' � � yo �?0 5° / 0 566 n � NO°07'45"W, 648.00 FT.; THENCE N88°55'05"E, 300.00 FT.; THENCE NO°07'45"W, 416.26 FT. TO A POINT ON THE SOUTHERLY / ,?304 0 yo 120' RIGHT-OF-WAY LINE OF MANN ROAD; THENCE N53°16'36"E, ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF MANN ROAD, _ _ / E �FEATU yo o• g S t2 635.57 FT.; THENCE ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF MANN ROAD ON THE ARC OF A CURVE TO THE LEFT, _ AX FIE �303 d qo �, 565 _ n 513' n �5412 (SAID CURVE HAVING A DELTA OF 4°27'24", AND A RADIUS OF 8038.46 FT.) AND A CHORD BEARING AND DISTANCE OF / c o �302 ° ° d 5 I 50 'moo• 1zo 120 N51°02'48"E, 625.10 FT.; THENCE N48°49'12"E, ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF MANN ROAD, 539.42 FT. TO 411 1 0 THE EAST LINE OF THE SE Y.OF THE NW % OF THE ABOVE SAID SECTION 2; THENCE SO°10'52"W, ALONG THE EAST LINE OF o d ° °`� o '?o• k� n 564 514 � 301 �¢ o 410 120' THE SE Y.OF THE NW % OF THE ABOVE SAID SECTION 2,895.36 FT. TO THE CENTER OF THE ABOVE SAID SECTION 2; THENCE // / / cry 9s \ ° �o '?o• yo tzo SO°04'50"E, ALONG THE EAST LINE OF THE SW % OF THE ABOVE SAID SECTION 2, 2010.77 FT., TO THE NE CORNER OF THE 5 409 ao 563 ao 515 OF THE SE Y OF THE SW Y OF THE ABOVE SAID SECTION 2; THENCE S89°10'47"W, ALONG THE NORTH LINE OF THE S F OF I / /j &�s- 2 3s' h �� 5° 408,?O 12V 120' ho s THE SE Y OF THE SW Y4 OF THE ABOVE SAID SECTION 2,1349.17 FT. TO THE NW CORNER OF THE S Y OF THE SE Y4 OF THE SW / / ��, o p s % OF THE ABOVE SAID SECTION 2; THENCE SO°13'44"W, ALONG THE EAST LINE OF THE SWOF THE SW X OF THE ABOVE / / / 310 / `'° 0 407 4' o �413 516 '/s SAID SECTION 2, 660.42 FT. TO THE SE CORNER OF THE SW'/s OF THE SW % OF THE ABOVE SAID SECTION 2; THENCE I / / G/ a ?o• yo ?o• 5° V, 414 ° 562 a S88°34'18"W ALONG THE SOUTH LINE OF THE ABOVE SAID SECTION 2,1316.73 FT. TO THE POINT OF BEGINNING, I 406 ,? h" 120 309 55 yo '?o. a° `'° 415 °. / 1a3• n 517 0 CONTAINING 120.66ACRES. / / / s / o ,?op5 ho 50 ,?O ti5 �� y� 61 120 308 5 4 4• o ,ho � 5 � � 518 0 5d h �,� 417 3• - 120 CERTIFICATE OF PRELIMINARY rvi��� ° 418 560 n CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY ��/i100 A� F a/ / / 307 N / o� '�402 ya yo 419 ° oar h° 50 ?0 120' SURVEYING ACCURACY it ARKANSAS / / �? �e9` d , 559be a I, TimothyE. Daters, herebycertify�1 '—` /� t 1 401 558?0. I Paul M White hereby certify that `��UU1�T7 //i that thisplat correctly reprsents�� REGISIlERE \ / o �'o. g© �, coo PEDESTRIAN TA LB L 101 n 102 w 120' 103 120' 104 120' $ 105 120' on 106 0 120' 107 120' 00 108 S, 120' S, 109 120' h � " N PEDESTRIAN TABLE 11U 120' N 1 120' 112 120' 1zo' 114 ` 120' 115 120' g 116 120' I 117 120' 0 118 120' I � 119 t 20' this plat correctly represents a bo \ ,,""""""" ®���� plat made by me, and that engin*ri?ROFESSION L / 306 0° 421 `'o ° ) / a survey made of verified b � tt it SjIpTItLit- ., �� requirements of the Little Rock ! / ?O ho ,?557 � % G rY Y Y m re ENGINEER t2o' S d gd o• surveying requirments of the State cf ARKANSAS `; s Subdivision Rules and Regulations h�ve * �, */� 556 Arkansas and City of Little Rock 0. 1542 - = have been compiled with. \® TIMOTHY E. DATERs ,�i 305 I 1 423 `'0• 5° yo '?o. `b° division Rules and Regulations har s,GNenm a= No. 5033 /rd' / 120 complied with and a copy of said92, 2� 5-24-17 1� �1 ��.wiri�� '?o ho �° ,?V. 555 P\�� t2o' boundary has been duly filed for Q?J`'` Date of Execution Timothy E. Daters 304 424 0 / ,?554 C) 1k y 120 lZu In offices of the State Surver or atr / "h;?„�E. °' \P ' Y y Engineers No. / I t2o' o / `' ,?553 yo �� the Pulaski Count Circuit Clerk on 20 in Plat Book _Page //111111111111� g I i 303 n 552 ° `� '' I 121 5-24-17 ���'ti.,.� ENTERGY SUBSTATION 551 Date of Execution Daniel W. Havner, Registered Land 302 n ? ° o 122 5d 0• Surveryor No. 1542, Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL I 120' ,?550 o g 52 A j 120' All requirements of the Little Rock I 301 n ,D 49 ° yr.0. / / 5° , 521 ( „� 123 ? 5 r 120' / 0. c� ' w 120' Subdivision Rules and Regulations I , 548 522 relative to the preparation and 1 I ' 0 0 o 0. 2'? g - submittal of a preliminary plat having ' 300 °o o• /� 124 been fulfilled, approval of this plat N 120' So i/ ? 1 120' OWNER OR DEVELOPER is hereby granted, subject to further 29g / 5° �524 provision of said Rules and Regulations 120 125 Date of Execution Name This certificate shall expire. I J� I I 120 120 T-1 / / ,525? ° 5° 120' / ?p. 0° 0 126 ' 120 120' ' / / h° 526 5� , T 120' x ,Q 298 0 0 546 '?o. c,� / ,627 Date of Execution Planning Administrator e) S° 527 0 °- Address I I ' 120' 120' ' / /' ,? p 1 127 D TRIAN TABLE h o Source of Tile D.R. Page I 0 297 0 0 545 �`O° / '/ ,528 ° 5 /50 ,o 120' Instrument No. I ' 120' ' ? 0 625128 120'�� _�. 5� o o r� o f�;�P 0 50 P , 624 120' 1 ' 296 n 544 �' ,fir ov / 5 ,529 h° ?0• <a 120' 120 / / `�° 530 ?0• �? 623 go , 120 / I ' 295 543 �' / / 5° 5312. h° `'° ,1622 0 �o ,2o628s 12° I - I I °° 120 50 120 621, �632?O ?O629 11113322 00' o 294 Q1 0 542 o / ? 532 630 21ST 69 CENTER, LLC 120' 533,o131 120' 200 ?o• 631 — Q 541 0 ' ° 293 s' / 534 619 'P w 120, / 5° 535 18 ?O 5° I I JONES I I N '?o �° O 11620' h° o 292 / h° , 536 0 , 617 0 633 5 133 26 ` 5 dfD 537 / 5 616 634 538 e 4 �° 615 635 / ?>, 120' LANGS70N I I 134 ?O' °° go ,?0• 5d 715 o I I SHACKLEFORD NTURES LLC I ?539 °o ��, ��614 °o �636 yo / �20 �d 135 — ` O 540 o ,2613 ° 637 �o ,?0�o / °° t2o' , 714 h° o 612 638 5° 136 .�713 h� 1120' 27, and I. I� I o I ���fi / a ss. \ 36' `' 611 0 7 yo 2712 5° 11 137 50' 50'-640 F 143' S0' 50` 50` 50' S0 50`50 50' S0' 50' S0 50 S0' S0' v�i �� ?° o- / .r�i\/ 60 291 / , 610 �... ,?�� `'° , 711 0 �p _r�!: 120' TABLE 120' b. ''ss• 221 6?641 c+e,,5717 138 m 219 n 220 222 227 228 230 231 232 235 2609 0) ll 120' 120' 42J o- ' u ) I V / 289 �� ° ?o, g° ,?709 0 0 718 ( 139 218 ss 4r s 50' S0` 50' 50' 50' S0' 50` 50' S0' 50' 50' 50' S0' S0' k I � I / 0 /?O• 5° 7 �, � ,2643 ho i/ y° , 708 O �p 120' 120' ' 95' M - - - �ijl` - - �j I �q ,?0 88 `'o 11606 0 0 7� ,2644 0 �o / 'o , 707?O hd \O 719 n LO 140 ' I? 5 , o ? F�� 120' z 0 217 U z ' 4 216 B" z c� ' 120' z x ' 215 w 120' 0 214 I ' 120' i= 213 120' 287 '706 646 / °o o• 120 / o ,?605 ho �°• 5° o ,,00 4� �`'��0� � 720 W � � 1 1 6;?646 0 / , 705 120' v / 286 5 ,?603 00 647 bg / ,?704 00 ,°¢ 721 S 142 / o` ?J. 5° ° 120' z 120' ' 64' 60' �� ,?O h° 648 �{ tig / o° 702,�703 5° 50' 50' 50, 50' 50' 50' 52' 722 vo W 143 // $1 120' 284 285 M 601 649 ,0701 5° N730 7290 728N 727� 726 725� 724 723 b 144 a 283 0 ho , 282 0_ 115, 768, / �p PE )ESTRIA N TABL 25' BLDG UNE TYP a0 120' �0 ?O ^� 50' 50' 50' 50' 1 50' 1 50' Sh l 145 120` 280 O - - I �? , g ' 0 211 0 55• 50 50 50 50' '54, 3- 1�.: �h° 279 ° y 99" 50 50' 50 50 50 50' 50 50 50 50 50 50 50 50' S0 50 50' S0' 50 50 50° 50 'n .5h 25' BLDG UNE WP) 1J` 47 �8, 146 '? h ° 170 N169 N168 N167 6166 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 o 210 0 261 $ 260 N 259 N 258 257 256 �/ 277 0• ° 5 171 165 N 164 N 163 N 162 N 161 N160 N 159 N 158 I N157N 156 N i 5 154 153 N L52 N 151 150 149 148 1 .- 5° 7 N N � r � I .- � .- 5 .- � N 5 ' ,816 209 ,0 82' S0' 50' 50' 50' � j `'`�� 5 �?"Z76 �p / 50 815?O' n 172 M 50' 5U 50' ~50' 50' 50' 50' 0' 50' 50' S0` 50' S0' 50' S0' S0 50� 50' 50' 143' 120• 120' _ _ _ , 5° , 275 0 , 5d j?o. 120' N '208 0 0 262 / \\fig / 5d ?°' 4 — ' ' fi , 274 0 ,?0.814 �a o 173 �• 120' �O d 2' yo 5 , 813 120' �1 273 ?°• 5° L%1 I PIN OAK FLATS '0 207 I 263 'L�afi�% I yd?o• �{' h° h° , 812 174 272 g ? ALL WEATHER EMERGENCY ACCESS tnl 120' 120' � / '�'o• ti 5° 5° 811 0 t 20' 120' n ' 0 o Q 5°?271 �p ho '?0• 5° 817 175 L JITH EMERGENCY GATE 3 l! KNC}X BOX 120' / / 5° 270 0. o °810 120' 2 • 120 \-oa0, ' 0 205 0 ( / ` hp 269 `'° '° , 809 �� 818 I 176 HOLIMAN SUBDIVISION PIN UAK DR 120'— le� ' yo d P� ' 0 204 b �o- 268 °o / h° ? 819 177 120' h° �267 ° / yo .. �?O tzo' / '0, 5 806 y 0 r) ST IR AN TAB _ 264 / Lim , sO- 1ry0 \ h° 203�ryo s0• 43 / / / ` 202 s s- ` 201 Y x Iz LX Q N ` o z d o `0 a 55 rn rn 50 50' S0' 50 50' 50 50 50 50' S0' 50 �y 246-c 243 240 237 r247 245c 244• 242 N 241 239 238- 236 82' S0 5 50 50' 5C 50' 50' 50' 248 N 249� 250N 251 � 2 52� 253 254� 255� ' 50, 25' 50' UNE ) 50' 3p• ti / ?s 58' 50' 50' S0' 200 yM. 199 I 266 M ,805?0 h Q 120' , 804?0 d On 821 tih g 120' ?803 yo 50' 50' 50' 50' 50' 63' 0 822 178 I 120' PHILLIP ELTON COLE 179 TIMOTHY WAYNE 120' ELTON COLS 180 120 1 120' o I 828 - 827 N 826 825 N 824 - 823 0 181 11s' RRIVE--- 56' 50 50 50 50 50' 50' 25' BLDG UNE TMW) 50' 50' 50' 50' 50 50 198 N 197 N 196 N 195 N 194 0193 N 192 o 191 0190 0189 0188 N 187 1186 75' 50' 50" 50' 50' 0" 50' by 182 4 183 185 ; 184 An 13 i R & D HOLDING LTD PTNSP LLLP LINDA LOU BERGON SHARON FORRESTER MOREHART PARK I YJ DN T1[LhL- DEVELOPMENT �Auhs dd to to R City of L ttIe Rock ev. M a y 24, 201.7 May 1, 2017 r - , R �! I I WHITE-DATERS & ASSOCIATES, INCNIHY . 2 4 2011 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING BY ................. 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 YJ DN T1[LhL- DEVELOPMENT �Auhs dd to to R City of L ttIe Rock ev. M a y 24, 201.7 May 1, 2017 r - , R �! I I WHITE-DATERS & ASSOCIATES, INCNIHY . 2 4 2011 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING BY ................. 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223