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HomeMy WebLinkAboutS-0867-DDD Map 1ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) N 173295.73 E 1165401.57 2 N 172569.23 E 1164145.35 N 173234.31 E 1165297.25 2 N 172479,43 E 1164225.48 N 173305.19 E 1164681.58 6 N 172437,31 E 1164178.28 N 173469,76 E 1164259.05 2 N 172232,33 E 1164205.99 N 173494.12 E 1164236.48 N 172200.41 E 1164270.45 N 173538.42 E 1164137.11 2 N 172182.44 E 1164344.03 N 173535.93 E 1164112.02 30 N 172054.90 E 116434L58 N 173550.84 E 1164050.89 31 N 172080.23 E 1164450.46 N 173584.62 E 1163964.16 32 N 1/2135.0-1 E 1164519.27 N 173440.19 E 1163907.91 3 N 172175.52 E 1164699.54 N 173618.03 E IL63451.32 34 N 172324.29 E 1164813.68 N 173550.00 E 1163345.00 3 N 172468.68 E 1164921.41 N 173325.00 E 1163283.00 3 N 172542.75 E 1164974.81 N 173222.00 E 1163472.00 3 N 172587.68 E 1164996.76 N 172864.00 E 1163545.00 38 N 172704.47 E 1165053.84 N 172803.37 E 1163704.52 3 N 172763.77 E 1164978.06 N 172765.47 E 1163737.13 40 N 173117.43 E 1164254.39 N 172838.49 E 1163815.59 41 N 173369G2 E 1164352.38 N 172750.50 E 1163903.72 42 N 173249.28 E 1164659.80 N 172830.96 E 1163997.24 43 N 173174.98 E 1165306.22 N 172739.99 E 1164075.51 44 N 173147 48 E 1165423.97 N 172693.04 E 1164096.87 45 N 173287.17 E 1165402.36 N 172596.28 E 1164178.40 3 n O) NCI �N78'S103,k _o ooI 166.99' 79005'24•w NCI A 9 6.69, 1 rig') 1 £ I�1432.40' CENTER OF SECTf 5 CDS02°00'08'E T-2-N, R-14--r L C 171. 36' PULASA7 COUNTY, ARKANSAS 100 0 100 300 1 Am Scale 1" = 100 ff L i �'L�+•/Lf' J I N �In] ON 01 drop l4;3 ri -----o„�.v1 11- - - - - - - -._-- ------ - - --- - -- - R38.00' r �e 2322 i �5gog30 �D285a°rr,c R7L'vo'----------- Sojl",2(� 3o O 930& `l✓ NZ6°17 / L DIN08 808 25'W w4� wl wo.Idn L m Spinte �. 12 'PISg.S , 1V68Y4I 3, o '_\ G2_92,41'W 74-20.23• : y55°' >> 3 08"� �-' Rr o °�. 150 '" sg" o 6 "CDN42°48'38'W TkAAk n , 151'o�A� 490.p0. ,•�� 43gdw LC33,21'' IIL .� �R �o 'lpoo 2� s I /�r,'An 6Lle z 15257 1 of i,k4' � I1" 09'43.27 ,9J,, �4Cr,,. $ 59 153N 149$ 135*00 116 154 ayo 149 rw Ui , �� 1.43 155 8 W \ �gro Ao `� a 55 j5 \ \ " s',8• ro �fl c 5 moo,• NF 4 3 us \ G 494 ( C 2'1 hy4' 45 I ""C �t.3 < 1. 1 s7 rp4c l fl4' I Sq3"YII�ll ?EI 20 v"vO°34'07' W6S84e t6000O 48 m �, ?T I 70.00' 30. F RI 4� h°00' 68 - - arse'2-0' -1- - - �Z` N05°16'25'W -f,8.60' 9^,4w\rJ�—--------143 - �—— 5993' S354'27ZR, R1�1 4 631C4 - CDT'7-'-42. '—W77.428�291 4142- k - --- ——----141-34g --- — _- 2 141 l I J a, ^ ' "- 1. 5 `� "�� r Si' n A R12�i 0.00, 12p g�6 £ a4 _ N 137 I o' ; 90 , . 40 CD, 83026'35'E /' 67 '�cV e� 50 U LCf 50.67' rill �2 Ja I J& 139 o Q �m �`2 �`'e_ I P�1• "� �'e6ia. !2y� ^a' 4 90 Legal Description 140 r� \GF a� �' CS epw 6 d Soc•� i A tract of land lying in the SW1/4 of the Section 15, T-2-N, R-14-W V. w „ �y q 2' \ ,� H and containing part of Tracts 57, Do, 59, 60, 65, DO, 67, 00, ml, y 61g 70, 71, 72, 81, 82, 83, 86 and 87, Moumelle Orchard /' 9�03's2 17 W3%25 qO /9w I Addition, all in Pulaski County, Arkansas, more particularly - C - .m '�1° ° SOS described as: ep - NN �ti a : q0 - - - - - 8 - - -- - - �S _ r _ - - - _- _ - I Starting at the center of said Section 15; thence N01' 17'52"W, s� \ ` \ „! 9' 9rpez4 ; ,"`„22,,6,f' / \ •�' $ �J o0__ R4`'' c -- - - t - - - - - - - - - - 22.42 ft; thence N79'0524'W, 96.69 ft.; thence N78'51'03"W, > 135 e6 a3/sot V AF ar 9 4 I / 9 19"3q 40 1 s I 166.99 ft. to a point on the centerline of Chenal Parkway; thence �. \ T 10 S01'25'37"W along said centerline 10.38 ft.; thence continuing IS S I �O, �. /,iB �a'- 7 .wry �'�' ` eN ti, 'bib �� 40 I Cp o0. along said centerline being the arc of a 1432.40 ft. radius curve ;.' 3+'22• fl2• J. o3•,2.2a ` �. ' / g I ,3°�` \NDp f1 � � ° I to the left, having a chord bearing and distance of S0700'08"E, Q653 e 3�J' 15 xse 20 2 ss-rm' �j. I 1 1 19 $ �J`F I / 171 36 ft thence S0525'53'E and continuing along said J'3, J93'0012 1 g �, L6 -> ss�i �Pi. s I �, I ten~ �0 � • ��.., • > .� g,. � 12 J OB•33'00' !� . `SOOF�J_ t�P ~OSi7A��r. pq 2�% 00_ S & ��,�' 0 `�`'. P•'' 1 10 13 $ 90 ° h °� O- t 9 f• l9� 21 �7 ti�•/'0j� ®� ''� $, _Tj14 I S✓ r�AsO°c " J�'50/9wa6n• tiop(p1 L 302p.900`J ft S24027'54"E 098 • 01 q �•.\ ao N7 q� 15O2 0• 51.59' 14, 1138s008a/ 3ll3. N 15/'9111 c — — -- — — — — — — 07` - 94• _$'2p, — —, Ri•._ — g0'92 J, / ;�� \ SY' •� -------A--- ------ ----- --- Ate-- --1y- - I C Sad Q Jy"e9 a4 43 106 0 � I 83 I ,e I- '( I /.' '+. I 'q CDS07"41'53'F I 9 tasAA' LC?06.B 4' n 'c° CURVE LENGTH DELTA TANGENT Mi. DEFLECTION 5 � b• \o cl 700.27' 2800'40" 357.28' 4'00'00" N 1\ C2 73.39' 720'I9" 36.74' 10100100" C3 69.32' E55'54" 34,70' 1a00'00" •�C' r-, C4 642.47' 2926'55 328.50' 4'35'01" ---- ---- - — — — — •raY roo•oo" 10 Gor 55 4.aw C6 166.05' 258 74'S1" 4.1818' 14'00'OCr C7 185.10, 2712'45" 93.73' 12'00.0T �l, 93 4 FI r/ C8 136.80' 111.54'3' 73.5V ' 39'00'00" ! Cg 136.80' S1'S8'S7" 73.51' 3800'00' 1 CID 383.20' '5919,11" 199.07, 1700'00" R17827' CDS76°16139'E LC75.74' 86 I I � I I I 13 / tea• NA n _ ,ti,�l_95�J .3- $0•/ Nydf�ID9,yg• ��'�Q �• 1240 -' \7- 9D pis 1} �O.'`81, fly. y�. ',Z `1 / I / � Cry Bo•3y ''saJ\\'': /,a 3 �, Js 91 83-34nc0. / m �3 N26°02'41"E - 5 o ''S. m°' 1os• , 4 82 �YJ s' 92 a ma's 2 ' o �s;.�..y1 ' 1ha e- s� i � �"3`20s LSO., / 9� a•36,3g' �•'��� I 9r�. JOflJ F 5 83. � D i➢ O'�nJ 59.92 29 g &Js 6 > 199. 7 .S ''a.� Qv ,� I w X os 90. �' 3 94 i moo, 95 ..'�P41T----- uN 0',97 to ID 98 e n mN \ In ru aV �r CD 3o N76�1179' 31 96 as. ry �`'S 488J 33 s 113"E %al N7 �BA.�`�' fM • 81 centerline 776.89 ft.; thence S84'34'07"W, 70.00 ft, to the west right-of-way line of Chenal Parkway and the point of beginning of the tract herein described; thence S59'30'41"W, 121.06 ft.; thence northwesterly along the arc of a 1220.00 ft. radius curve to the right, a chord bearing and distance of N8325'58"W, 619.74 ft ; thence N6874.3'08"W, 453.45 ft.; thence northwesterly along the arc of a 38.00 ft. radius curve to the right a chord bearing and distance of N42'48'384, 33.21 ft.; thence northwesterly along the arc of a 72.00 ft. radius curve to the left, a chord bearing and distance of N6558'25"W, 108.80 ft.; thence southwesterly along the orc of a 38.00 ft. radius curve to the right, a chord bearing and distance of S84'20'17"W, 25.21 ft.; thence N76717'41"W, 62.92 ft.; thence N6843'084, 93.08 ft,, thence S21'16'52"W, 155.00 ft.; thence N68'43'08"W, 490,00 ft., thence S5T23'OS* 126.22 ft.. thence S15'24'21"W, 233.39 ft., thence S61'24'39"E, 215.24 ft., thence S11'31'31"E, 365.37 ft.; thence S69'11'23"E, 170.65 ft.; thence S4942'29"E, 50.00 ft.; thence N47'03 33"E, 107.18 ft , thence S45'02'47"F, 124.53 ft.; thence N49'17'31"E, 123.37 ft; thence S40'42'29"E, 12000 ft., thence S24'27'547E, 51.59 ft.; thence S40*42'29"E, 125.00 ft.. thence S48'40'40"W, 44.00 ft.;thence S41'44'34"E, 120.35 ft.; thence S48'15'26"W, 63.26 ft.;thence southeasterly along the arc of a 124.81 ft. radius curve to the left, a Chord bearing and distance of S07*41'53"E, 206.84 ft.; thence S63'39'12"E, 71 93 ft.; thence southeasterly along the arc of a 178.37 ft. radius curve to the left, a chord bearing and distance of S76716'39"E, 75.74 ft.; thence S01'05'547W, 127.56 ft.; thence N765415E, 111.79 ft; thence N51'26'37"E, 88.00 ft.; thence N7T VIYE, 184.75 ft.; thence N3729'49"E, 187.51 ft.; thence N3643'28"E, 180.15 ft.; thence N35'47'27"E, 91.32 ft.; thence N2602'41"E, 180.00 ft., thence N51'57'31"W, 96.22 ft.; thence N6357'19"4, 805.47 ft.; thence N21'l6'52"E, 270.00 ft.; thence S68'43'08"E, 329.92 ft.; thence southeasterly along the orc of a 1280.00 ft. radius curve to the left, a chord bearing and distance of S83726'35'E, 650.67 ft.; thence S76'51'26"E, 120.92 ft., to a point on the west right-of-way line of Chenal Parkway; thence northwesterly along said west right-of-way line, being the arc of a 1215.91 ft. radius curve to the right, a chord bearing and distance of N08'47'42"W, 141.34 ft.; thence N05'16'25"W, and continuing along said west right-of-way line, 8.60 ft. to the point of beginning, containing 29.4808 acres more or less CERTIFICATE OF SURVEYING ACCURACY I, PAUL M- WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY WE, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS I, TIMOTHY E DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. r WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN. DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT. AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION DELTIC FARM & TIMBER CO., INC # 7 Chenal Club Blvd, Little Rock, Arkansas ADDRESS D.R. -- PAGE INSTRUMENT NO. 88-61004 CERTIFICATE OF FINAL APPf34ygL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION ENGINEER NO. 5033. ARKANSAS CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER ,FILED FOR RECORD , 19 IN PLAT BOOK _ PAGE . C t gg qq I C I G. 1 UR KMOP, It n IRMor �a Y 6 PLANS APPROVEy EASEMENTAPPROV�n ' 1 LITTLE ROCK PLANNING COMMISSION GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN =---- ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: 1 271,000 Little r.l 221 East Capil-01 as Rrkans 572202 Little301/1/6-2903 NO SEWER SERVICE AVAILA13LE AT THIS TIME i p t PLAT OF TRACTS A, B, C, K, L & M, LOTS 1--16, LOTS 90-98, LOTS 106-113, LOTS 135-157, LOTS 1, 2,15,16, & 17, LOTS V 15, Eesemeut „er;1,.r�c? _._------- Date g /7 9 By f - BLOCK 48 BLOCK 48 BLOCK 48 BLOCK 48 BLOCK 48 BLOCK 49 BLOCK 50 '\ \ '\ 11) II I I I tIf 11 11111 I I 11) To be known as "DUQUESNE" Community BEING PART OF SW1/4, SECTION 15 T-2—N, R-14—W 0 ARK1A /PULASKI COUNTY,ARKANSAS EASEMENTTAPPROVED ✓ V ©� EASEMgNT EQUIRED DATE I 97_ cvl� VV /lull /11Cs-2i1 A Ll LPelAie]1 dOr tilny6y®LL.ZA 1! LI:/ 9 INC. C. • CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING © 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 rn