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HomeMy WebLinkAboutS-1777 Map 2100 0 100 Scale 1" = 100 ft Vicinity Map NOT TO SCALE > r _ < / n n �1 Li L J, 102 w L J 120c, r— / /, o f 1 I L J C \ � Q � ,2D' � 103 - 501 I 120' I —I 120' i \TC 104 L__1 / / 502 I t 20' ❑ f �T 120 / 0 105 1_J 503 120 106 I I V �� �\� \ ' •� 0 504 I 120' �✓� / �OO / 120' II C , 505 I I 120' i /\ I 108 D /i / / 506 - 129' 120' PEDESTRIAN T LE 561 0 -- /< 120' I 120' 560 507 109 i tzo" III - tzo' L 0 J Q OJ // 308�° I 559 w 508120' 120' I l $ I 1 LE GAL DESCRIPTION ,307 A TRACT OF LAND BEING ALL OF THE SW X OF THE SW X, AND ALL OF THE N 1/2 OF THE SE 1/4 OF THE SW X, AND ALL OF DEVELOPER TO IMPROVE Q �101' n /�`" / o' 29 0 558 x c 509 o J 11 THE NE Y.OF THE SW X, AND PART OF THE IN X OFTHE SWl/4, AND PART OF SEl/4 OF THE NWl/4, ALL IN SECTION 2, MANN ROAD TO COLLECTOR - 0�5`�t o° 306 t2 ' 120' 1zo' ,�'O N I T-1-S, R-13-W, PULASKI COUNTY, ARKANSAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: STREET IN TWO PHASES 305CD ` 557 0 510 0 I 112 BEGINNING AT THE SW CORNER OF THE ABOVE SAID SECTION 2; THENCE N0007'46"W ALONG THE WEST LINE OF THE ABOVE moo- / t t • SAID SECTION 2,1337.77 FT. TO THE NW CORNER OF THE SWl/4 OF THE SW 1/4 OF THE ABOVE SAID SECTION 2; THENCE °F` ��// N88°55'05"E, ALONG THE NORTH LINE OF THE SW X OF THE SW1/4 OF THE ABOVE SAID SECTION 2, 8%.83 FT.; THENCE /� �j //c�/ o ,`,°304 a° / 6o I 556 5t I I ;o I 113 "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 /L ° / 6 ie,303 �2o t zo' t 20' NO 07 45RIGHT-OF-WAY \ / I 120' L J RIGHT-OF-WAY LINE OF MANN ROAD; THENCE N53°16'36"E, ALONG THE SOUTHERLY RC LINE OF MANN ROAD, _ " — _ , 410 If o• `t ' E ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF MANN ROAD ON THE ARC OF A CURVE TO THE LEFT, o ,302 60 'moo: 555 635.57 FT.; THENCE 038.46 FT. AND A CHORD BEARING AND DISTANCE OF 512 I I i 14 ❑ (;SAID CURVE HAVING A DELTA OF 4°2T24", AND A RADIUS OF 8 ) �o � bo/ / 409 I � 12o I 120' ° � " SOUTHERLY RIGHT-OF-WAY LINE OF MANN ROAD, 539.42 FT. TO Q ' y'o\,o 3rJ1 � N51°02'48"E, 625.10 FT.; THENCE N48 4912 E, ALONG THE SOUTH �•W ALONG THE EAST LINE OF THE EAST LINE OF THE SE Y4 OF THE NW X OF THE ABOVE SAID SECTION 2; THENCE SO 10 52 , \ _ / j / /�9s' / �� �j 408 m 554 I I 115 THE SE X OF THE NW X OF THE ABOVE SAID SECTION 2, 895.36 FT. TO THE CENTER OF THE ABOVE SAID SECTION 2; THENCE 1 �/ ° 0 513 2010.77 FT. TO THE NE CORNER OF THE 5 / j' �° o� 35' �' ' - t z,' 120' 120' SO°04'50"E ALONG THE EAST LINE OF THE SW X OF THE ABOVE SAID SECTION 2, // 407 6q s- �4 OF THE SE Y4 OF THE SW % OF THE ABOVE SAID SECTION 2; THENCE S89°10'47"W, ALONG THE NORTH LINE OF THE S Y: OF / 282 bo o eo, 411 VE SAID SECTION 2,1349.17 FT. TO THE NW CORNER OF THE S X OF THE SE X OF THE SW 51d I 116 THESE X OF THE SW X OF THE ABO I / /' / / e" fro / / �� 406 ',�° 553 m s X OF THE ABOVE SAID SECTION 2; THENCE SO°13'44"W, ALONG THE EAST LINE OF THE SW X OF THE SW X OF THE ABOVE / �/ o• 6o e t4 �.. i20' SAID SECTION 2, 660.42 FT. TO THE SE CORNER OF THE SW X OF THE SW Y44 OF THE ABOVE SAID SECTION 2; THENCE I / 281 yc; O j /�0405 0 '?012 �� 3 I S88°34'18"W ALONG THE SOUTH LINE OF THE ABOVE SAID SECTION 2,1316.73 FT. TO THE POINT OF BEGINNING, &AXI / , / zg, , 515 I r CONTAINING 120.66 ACRES. itQAS / / / ° , 413 552 � � 280 5 t zo' I p� 414 5 r33 ,,..nr�rn�RBsisTE� /. 744• ry 60 l� 3 O 6° / 6, � 516. SSSTE / " o0 TATFoF � @ � lYs lV� 1{� i m / 402 60 60 120415 / '�0 551 t r '4 ARKANSAS is CERTIFICATE OF PRELIMINARY f / 279 " `'0 6° 550 Iur CERTIFICATE OF PRELIMINAR`11 g NO.1281 9 ENGINEERING ACCURACY ��So�No-5033 / / 0 60 416 PED LE 1 1' � o° �'° � ESTRIAN / • SURVEYING ACCURACY ; = 5 / a' f 1, Timothy E. Daters, hereby certify �? �f�� / / 27 401 0 7 9 p 6 , 54 , s•cvn�ueF a 41 6p � ?O.. � ' A• V that this plat correctly represents a 8 L I, Paul M. White, hereby certify that �1 '•.,,7� r�• �+" ?O /_ j�, plot made b me, and that engineering 120',y o0 �418 60 /2548 this plat correctly represents a bowed� Sl3 P y �/L ory survey made of verified by me - q. L qfO requirements of the Little Rock / 0D moo, 60 ° �Pr surveying requrrments of the State of "••••.•.- •��Subdivision Rules and Regulations have - �5 2 y / 277 1 J have been compiled with. � 547 �� Arkansas and City of Little Rock Sub- p / / I ,0419 6 moo• �0� 117 division Rules and Regulations have been / Q t2o / yP / IvS��/ I t20 ' complied with and a copy of said I 420 546 / e 11 boundary has been duly filed for record Date of Execution Timothy E. Daters I 276 �° ,2545 4> I 8' 1 in offices of the State Surveryor and Registered Professional I I I 120' / / / Engineer No. 5033, Arkansas I °' `� tea' L J the Pulaski County Circuit Clerk on ❑ I N`° ' 44 202 _, in Plat Book —Page / 75 � 4a' o � � /, 119 I ENTERGY SUBSTATION / / 517 w I I t2o' / vo ��,543 / ��• I 12a' ' Date of Execution Paul M. White, Registered Land CERTIFICATE OF PRELIMINARY PLAT APPROVAL I 1 1 0 274 ��542 / / '?518 1' v� Surveryor No. 1281, Arkansas I o 3 N 120 ' r 1 ur 120' / 6° ,?519 go _ 12 ' I All requirements of the Little Rock �25410. Subdivision Rules and Regulations c I o• / ' c o 273 �520 I � 121 ' relative to the preparation and o submittal of a preliminary plat having , I.N I I 120' moo, ,20' been fulfilled, approval of this plat I I I ' PEDE$TRIANTABL I 1 OWNER OR DEVELOPER / / 52 / is hereby granted, subject to further ul 272 �O' `� � I / � 122 provision of said Rules and Regulations 540 m 522 - o 120' ' ' This certificate shall expire. I y e ,�i d '�- Date of Execution Name C' I 120' / 0 6 ,�g23 ' �� I N I I t 20' � _ - w`�' 60 , 523 ° 0 123 .X c / moo- / bo �? 622 yN 120' Date of Execution Planning Administrator I 271 539 o ' oa Address c I I , t2o' 12e 124 , o`er ?o / '20621 0° o Source of Tile D.R. Page 1 I I 270 0 538 aa`e / c5/ / p I / 120' Instrument No , I f� ° ' / bo 5252060 �262 eA ' 120' �- , 20' ' S: 10' ' I I I 269 F537 / / 526 619 12 ' J N 120' moo• 618 ' 120' �527 y / / 6� '�o, p e° 625 v a 126 --� 536 �O, '''t p , 120' - Z6 268 0 / 0 528 / , 617 2 ° 121 ST & 69 CENTER, LLC ' a t 120' 120' / I � � � 1 // �O' / 2O' o• I 127 / I I 4 I I I Q w 7 M 535 / 60 �529 e° �20 616 �? 627 / 120' f L_ J 1 � 26 0 t t ' o, / L r I I ' N / 1 120, 530 60 , 615 '20• Fp 128 w I I I JONES J I, I I 1 \ / 1 614 moo• �`'028 bo� , tzo' 'l 266 53 eo , 60 o � � 629 bo 714 � 129 613 e° 630 6 1,2 0' r � I 1 713 o• /2 / `' yo 612 60 0 533 / <,0 631 '2 I 0 30LJ I LANGSTON I I I , o / ,SHACKLEFORD fNTURES LLC I I - 611 00 O 00 ,� 712 6° 120' / 534 6° 0 1 I I 632 v, oo s- 'a eo 711 ----—J _ , 610 66 633 120 710 ' L J I 00'�a 1. 609 0° 634 PEDEST 12 N TABLE 132 m r, . so' so' so' so' so' fi0' 60' I +�265 '�0 60 709 0 715 I 120' 143 so so' so' 608 ao , 635 2 o I� L oo ,�0264 5h / 607 0 8 20, / ,� 70 d 0205 "0 2f0 N 2J1 N212 N213 N214 N 15^ I / � 60 - 6 r� N o 207 p 208 N ' c / 'moo, 636 °' 71 I 12 3' I J 202 m 203 N 204 N 205 0 206 I I / - I/ 263 rut 4 u Ira 60 60' S R I / 2o• / 0 0 , moo- t20' OF U7 6 � O• 6 I I ye r 60' so' so' 637 / O 134 "8 201 24 I I 262 / 0 605 0 moo, / po 706 0 \F o 51 , '— M.nl�,Z�,' n._ - I / /, m� �o• / 6 �� 6 638 / moo- y °� 0 717 12o' I ■ _ 95' — o• o so' so' 60' 30' / 261 / 6� . 604 °• / 6° , 705 o Q� 135 S' ' 60' 60 6 60 fi S6, ° t� f 200 72p, moo• 639 / o .= � 718 U - -120' N o 0 0`.. m h' ro0 -., 603 6p '?0704 _ 120' „+ - e - L_ N219 N218 !217 �216 I 260 / �o. 640 I 1-- - I ° N N 224 223 ^ 222 �221 �220 _._ . ery '2a, 703 0 � � L�_ - x ' 0 199 226 / / 1 0• 0 2 60' o m 120' � 'n / ,? 602 6 ry9 / o• 60' 60'60' � 719 z ' 120' I 60' so' 60' 60' o0 0• 641 �` � 702 0 , 1137co Y I &2' 60 g9, 6$ 60' by "1 �46, / ?O, - o 0 0 198 r / 601 I h. - N N N722 '721 `2- 720� 120' — o 0 i 642 , 701 726 726 724 723 l N ' L - I 9 120' 0 232 0 — o I `'0 25' eu & NE r p 1227 0 228 0229 0 230 N 231 N N233 N ' / / 0 258 259 `! a a / �, ESTRIAN TAB "�`'� r 138 r N - ' '0.257 115' 16g• � 60 • _ 60° 95' m / m 25' BLD6 LINE (ttP) ' / 1 _ a TT� 95' t - 120' _ / `'O• • 60• - __..7v iT171 tl'Y t 60• 60,.. 4 255 _ _ _ _ . _ _ ■ _ I d6, fi0' _ _. _ 60• 00' ryq� 6p , — � — — — _ � .. L` - — - — --$L 1'��-0 — 2O' _ 60' so' 60 so' -47 • • 'S� 139 L• , 60• so' 60' J � 1 J 960 a _ / /254fi0' 60' 60 1 0 0 o �Sy 25358'�21i0' - 60' - 60' _N 54 �� '�'o /o• // 6 15zs BL°° L1NE TYP N�,N 145 N NN 4 195 51 50 143 142141 _ L 144 n 10 N 1 57 , 60' t25' 159 158 4 6060 230• 37 N236 235 , - 1 3' 194 / 20 /, �° '�313 0 961 - s0' 60 60' �2 -60' 6' - ta�_�����.��s���� s� 0 _ - -120' bo , 251 o• o �� � - .... I 120' ' 0 250 0 ��0812 6 �L L 6 O 0 193 r 6 / _b.- 239 - / `'o / 162 i' PIN OAK FLATS ° �- ' tzo' 120' ' / X bo � 249 `X � 6 '�0 811 6° 120' a . 10 60 IC/ ALL WEATHER EMERGENCY ACCESS al m 192 0_ 240 o g5f °° 208 163 f CY GATE W/ KNOX BOX �S J ' 120' I / eP 048 tzo' 1za' WITH EMERGENCY J I �� I G�tJ ' ' 120 / ' 6� ,2247 6° aos 6° 814 - PIN OAK DR — l ��� L z 191. / ° ,b , 808 120' °, 164 'o ' HOUMAN SUBDIVISION 120, o° 246 �o moo, I �J 815 120' ------- — — — I � o 190 / . oo , 245 - t 20' 165 120' 0 6p 0 120' t _ I 0 189 `1°' e� y 805 ' 120' 166 General Notes: t 123' bo , 243 / yo / Q\� 120' _ , 1. Owner & Developer: moo• b 817 I Town Creek, LLC ,P42 EDESTR N TABLE 60 / 6° '20804 O� 167 11324 Arcade Drive /e t2o' Little Rock, AR 72211 120' o� 241 � .0803 fi0 so' 0 818 ' � ' Source of Title: Under Contract 5x 60' 60' 60 , 2. Linear feet of Internal Streets: 15,300 LF 6q 02 6o 120 I S 168 S' e of Lot- 60' x 120' /ate �O o o szo 43, " ,� 801 eo $ 824 823 N822 821 819 I / 0 188 so s. a � try° � - 60' 60' 60' 60' 96' 187 ss, / _ SERLIaLA 186 \ 4 60' 60' 60' 60' z 'y 53' 56' 60' 60 60 60 60' fi0'- 47 o 0 � - o 300 z 3 ` 185 o ¢ 173 171 JJ o �175 �17 Q , h'i84 183 182 181 Ni80 N179 178 177 "176 172 z w 60• 6 60' 60 60' a ` 96' 75 60 60 ,I LINDA LOU BERGON / R & D HOLDING LTD PTNSP LLLP SHARON FORRESTER MO RE HART PARK J. Average Iz 20' ' 4, Number of Lots: 364 Lots PHIWP ELTON COLE 5. Applicable existing covenants: None 169 °�° , TIMOTHY WAYNE 6. Source of Water Supply: CAW ELTON COLE 7. Source of Wasterwater Disposal: LRWWU 95' 8. Variances: Pedestrian Walking Trail in lieu of Sidewalk 9. Floodway / Floodplain: N/A 170 10. Municipal Boundaries: Inside Corporate City Limits 11. Maintenance of tracts and pedestrian trails will be PRELIMINARY PLAT provided for within the Bill of Assurance. 12. Lots are numbered with block number followed by lot ' number per developer request. THE PARKS ,-r JUL 2 S 2016 An Addition to the City of Little Rock July 59 2016 Revised: duly 27, 2016 © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223