Loading...
HomeMy WebLinkAboutS-0867-YYYYYY-1 Map540 :ARM 2w C. REEMAN\ ` `... K BERLY . FREEMAN \ \ \ e f �. ----- �, \\ \ -550 \ 7 , A. wsCDNT N 0 II \ Pq Ra _36 \� f\ r7 � REDECCA 1\ 1 \ \ R, ' c l ` - i 40 CPA a 64.69'r �. \\ \\ ,•1 �,, '` l \ "Jh. - / / .. Ga .? / � ( I 1J R. & ERIN � } 1^ . AA e ° h 93' _ /i / 2pp. \' ` D 35' .6"E — iE 7 V J M cJ/ _ J w. / 1 .75 ACRES- ..__ `L� _ f~ . I - 9. R D. JRAINEY / " / ,• L ON�T C I WALK ? I l l \ ' ' % "ON()t=,SIDE OF � .. 9 �-- �`.__,_ ��✓ \�_/-- � �' ,; GOFj��N/ROADr I i I tso' -- \\� 06 I I I — -BEL71G TNA_6�R CPI ve dM�8 ORD � 324 1 R24.i 00_ — u) o v`. , 100 \�\ I, 06' f \ c? \ ,5 \\ w� I III - _ \� B�pG 111 \ l i 1 J �\ ',68 ACRES \ $. - _ C. IDO 1 �. \ J / F c C., r i'�I!w``{r I '' .RQN� •�Y �' R' y \ \',. RICHARD TAYI 'TRACT 'A'ORI 7 \ I \ d) \ � 69 ACRES , t . N88'04'24"W 105' rn SSO 1 I L- 577 8 f) • I ACR63 R. &•'OPAL A STALNAKEP. �� � - - .60 ` END EXISTING 'CURB AND GUTTER. y -6) lam • I/ 16) fo AS i' 0 .66 (�t8 u NA H T AMCJ I i'S RITU SACHOEV 1 Ase \ - � •\ \ \ ` '/ 3 \ \ � III ' ' I a=99 I I I .. - - \ \ __ i \ . t l� AV.,-T ' C' EN - - iTEPNk LA JEN \ \ �' o 1 \ . � J 0 CLIFF R. h OPAL A. STALNAKER � \ a \9 �'' I � \ \ -__ .. \\ , \ i �,\ •� ', %� / \I co _LO i /: \94 \ \ I Ste. _ \ (DM I\` dCM3 I ,' • ' ' j � I i ! 1 I I , � � I I 1 � v� � \ v °"� ,. v � `VA v�`� 1,) 'w�_ - .v 1 Vicinity Map n.t.s. 0 100 300 Scale 1 "4 = 100 ft r -.520 30 0 r HJ )ILL HILDE <1 j C ri i II ' \ \III,' �', �• I , T Bif - t�. \ � I I A � , I , Pc ---\�\••� / 5 \ 8a /"—'l °') .88 A 560 �rr l I ^ \ �� \\\ \ \\ ?\ \ �'.'tME+' i , General Notes: \ _ \ •.'.7 0a Owner & Developer: \ ` - \ Q, , \ \ wn Deltic Timber Corporation ��0 2.... A °�' 24 % \\ \\�` :\ 7 Chenal Club Circle 3 \� --- j�o• s63� s\� I Little Rock, AR 72223 I' tI ' - A Es`c'\ Source of Title: BOOK 621, PAGE 233 2. Linear feet of Internal Streets: 2,670 LF I % I 3. Average Size of Lot: 120' x 200' \ • t g �;\�,\. - % ;':/ - -� •— 2�3_ �0� - ,__�� 4. Number o Lots: 2 Lots ''• �� u f 3 / ti \` .39 ACRES ti / 5. Applicable existing covenants: None o 9 _ PP 9 POND / / t.oa crtas, 82 86 24' 6. Source of Water Supply: CAW �h 9p, \ �_ 7, Source of Wasterwater Disposal: LRWU �iSETBACK __ r �`� � ' s � P �� Variances. Cul-de-sac Length 8 \ .• y���`v` �,,, =�� � ill III. , � I � � , + �� 8p, � Pedestrian Trail System AWvv\v �9 � o o - 7s-ACR6s ��A' \� �_ � � 9. Floodway / Floodplain: N/A CLIFF p 'dl WPAL A STALkWER V A, 'L' _, �. •,� _� �6 10. Municipal Boundaries: Inside Corporate City Limits —`. \ .51 A \ \\ 6 f \ LMS 11. Maintenance of tracts and pedestrian trails will be \ \\ provided for within the Bill of Assurance. G"VY 12. Number of Phase: One Phase �9� - \ 12. Tract D provided as buffer, to be maintained by POA / 1I � , N 15B29a , OR�HE T CORNER\ I. L ARD\ GNW1/4\ W OOPER S / RY D. & \ IE 'i\\\ , LI7N_ .� , \ \\ \ SECTION -1v47 RIC / \ \ J C006. BASS \ \ I1 \� - �, \ -- i *ES R L: C(sj -rNIE ` ILL PS LEGAL DESCRIPTION �A�)AS PART OF THE W1/2 OF SECTION 35, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: R��1$IBR6B BEGINNING AT THE NORTHWEST CORNER OF LOT 45, BLOCK 9, CHENAL VALLEY, AN 1P`OFBSSIONAL CERTIFICATE OF PRELIMINARY ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, BEING ALSO THE SOUTHEAST �NfiI1V1iBR SURVEYING ACCURACY CORNER OF THE W1/2 SE1/4 NW1/4, SAID SECTION 35; THENCE N8937'46W %, x * III, rj ! ALONG THE SOUTH LINE OF SAID W1/2 SE1/4 NW1/4, 659.40 FT. TO THE CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY NO. 41 I, Paul M. White, hereby certify that SOUTHWEST CORNER THEREOF; THENCE N01058'3."E ALONG THE WEST UNE OF THE r�%'� this plat correctly represents a bound- SE1/4 NWt/4, 1309.60 Fr. TO THE NORTHWEST CORNER THEREOF; THENCE I, Timothy E. Daters, hereby certify Je E. ary survey made of verified by me that all N88'04'24"W ALONG THE SOUTH UNE OF THE NW1/4 NW1/4, SAID SECTION 35, that this plat correctly represents a surveying requirments of the State of 577.98 Fr.; THENCE N2T33'44"E, 10.53 FT.; THENCE NORTHERLY ALONG THE ARC plat made by me, and that engineering Arkansas and City of Little Rock Sub- OF A 320.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE requirements of the Little Rock division Rules and Regulations have been OF N17*08'04"E, 115.84 FT.; THENCE N06'42'24"E, 132.99 FT.; THENCE NORTHERLY Subdivision Rules and Regulati In ave complied with and a copy of said ALONG THE ARC OF A 245.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING have ben ompiled with. boundary has been duly filed for record AND DISTANCE OF NO2'57'19"E, 32.06 Fr.; THENCE N00'47'47"W, 103.62 FT.; toffices of the State Surveryor and THENCE NORTHERLY ALONG THE ARC OF A 380.00 FT. RADIUS CURVE TO THE the Pulaski County Circuit Clerk on RIGHT, A CHORD BEARING AND DISTANCE OF N18'11'08"E, 247.20 FT. TO THE Date Execution Timothy E. Daters 20_, in Plat Book _Page SOUTHEAST CORNER OF TRACT B, BLOCK 125, SAID CHENAL VALLEY; THENCE Registered Professional %� N3T11'O1"E ALONG THE EAST LINE OF SAID TRACT B, 303.62; THENCE Engineer No. 5033, Arkansas tolllzp 7 NORTHWESTERLY ALONG SAID EAST LINE OF TRACT B, BEING THE ARC OF A 38.71 """"•"I7tTte„ o Execution Paul hite, Registered Land FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N18'00'18"W, ,•'' ('a1S'i'EJ? '0%y Surveryor No. 1281, Arkansas 61.07 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF THE CHENAL VALLEY .• """" s DRIVE; THENCE S67*49 08 E ALONG SAID SOUTH RIGHT-OF-WAY LINE, 364.69 FT.; r' S.. ' aF••'% •s K SAS ' THENCE SOUTHEASTERLY CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, CERTIFICATE OF PRELIMINARY PLAT APPROVAL F tall = BEING THE ARC OF A 924.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S52'35'36"E, 485.82 FT.; THENCE S37'22'04"E CONTINUING All requirements of the Little Rock O SM A �, ALONG SAID SOUTH RIGHT-OF-WAY LINE, 218.62 FT. TO THE NORTHERNMOST HENCE S52'37156"W ALONG 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 sionage 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 26 ft. wide in 50 ft. right-of-way. 8. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. T � Z s UUJO PRELIMINARY PLAT z' a Lots 1--32, Bloch 126 a xc„�ol & TRACTS A, B, C & D� uc_ Ip L- kJ Gad m v CHENAL VALLEY) Phase XXXIV Subdivision Rules and Regulations ;� S°y� .+ r{`r CORNER OF LOT 10, BLOCK 12, SAID CHENAL VALLEY, relative to the preparation and i�Jl� ••••.. �, OWNER OR DEVELOPER THE WESTERLY UNE OF SAID LOT 10 AND ALONG THE WESTERLY LINE OF LOT 9, An Addition to the City of Little Rock submittal of a preliminary plat having "•..NALLf- -- SAID BLOCK 12, 380.00 TO THE SOUTHWEST CORNER OF SAID LOT 9; THENCE been fulfilled, approval of this plat .......•,.ptpfe of Execution Name S3722'04"E ALONG THE SOUTHERLY LINE OF SAID LOT 9 AND ALONG THE is hereby granted, subject to further SOUTHERLY UNE OF LOTS 8, 7, 6, 5 AND 4, SAID BLOCK 12, 833.95 FT. TO THE provision of said Rules and Regulations SOUTHERNMOST CORNER OF SAID LOT 4; THENCE S28'53'O8"E ALONG THE This certificate shall expire. Address SOUTHERLY UNE OF LOTS 3 AND 1, SAID BLOCK 12, 352.00 FT. TO THE SOUTHWEST CORNER OF SAID LOT 1; THENCE S5655'42"E, 83.17 FT. TO THE Source of Tile D.R. Page NORTHERNMOST CORNER OF LOT 6, BLOCK 7, SAID CHENAL VALLEY; THENCE Date of Execution Planning Administrator S44'26'13"W ALONG THE WEST UNE OF SAID LOT 6 AND ALONG THE WEST UNE OF Instrument No. LOT 7 AND TRACT E, SAID BLOCK 7, 578.43 FT. TO THE POINT OF BEGINNING, CONTAINING 39.2117 ACRES MORE OR LESS. April 16, 2007 .r FT June 21, 2007 OCT © 1 /JU/ August 11, 2007 © WHITE-DATERS dig ASSOCIATES,— -` Qi CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK. ',PKAKVIAS 72223