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HomeMy WebLinkAboutS-0867-XXXX Map 1ct -1-- 116.83'-_-4107W 61.56'150.00' - - C C2 138.1-4-' 3934'2i 7t.95' 200.07 C3 _1----"163.2'Y Ti201'2K 90.64' ! E4 t 124 _9S 4T43.09" 66.N 150A0__ - --_ f CS 346.31' 137IW51' 339.14_ 150.00' -T- I C6 I 13516' SY3T4r 72.56' - 150.M' 115.1V 8756.3V 72.39• 75A0' J 9 39A7- 14'MIS 1965,. 15oW i C9 ~-136.39' _ 12154C 69.7C _ 60D.W N 173209.06 ARKANSAS COORDINATES E 1162415.40 STATE PLANE (NORTH ZONE) 9 N 173100.31 E 1160763.18 -- N 173100.40 N 172966.69 E 1162419.00 E 1162452-75 20 21 N 173182.74 N 173298.02 E 1160642.35 E 1160528.31 N 172850.18 -_-E E 1162376.38 _ 2 -_-N -2 173440.10 __ -N E 116041&42 N 172819.34 1162172.04�- 173542.46 E 1160421.07 N 172711.04 E 1162064.27 - 24 --N N 173681.94 E 1160472-86 N 172632.29 E 1161926.08 2 173662.90 E 1160536.73 N 172680.10 E 1161720.93 - 2 --N N 173592.13 E 1160847.28 - N 172683.53 E 1161721.73 173536.70 E 1160942.72 N 172764.46 E 1161365.09 N 173530.13 E 1160946.64 N 172844.45 E 1161188.28 - 2 - ----173---E7 N 173433.66 - E 1160953.50 -1-16--1-0-0-2-.8014864.2- 5-- --16-- 1 ---N 172879.36 E 1161155.28 31 - N 173507.19 E 1161048119 ` 172946.52 1030 16075.76 751 3 N 7 E� 116105.61 N 1790.88 3 _N 173519_85 E 1161164.47 N 173132.80 E 1161048.58 4- N 173354.94 ! _ E 1161M8.09 R507• - 7 N 173103.36 I160979.97 - 3 N 17332151 E 1162001.02 CDS7323'50"E .. 18 N 173066.52 _E E 1160847.62 3 N 173239.80 E 1162223.86 za �6.65' - 0 3 n s N w S7ATE 5 U lid, i 10 °d W JOE T. ROBINSON HIGH SCHOOL c�Aaro N7 0� VICIN MAP THIS PLAT o, o 1gS1' R185.50' CDS59'51'19"E LC110.37' \ TRACT E R18.75' CDS30'46'00"E LC7.66' R18.75' L 8.1008'Oi"E C8.10' 23 t6.s' 139.80' 12.5' -----___ YA ,13.23• 'r 56362d in 2 R188.00' 2 CDN29'01'21"E ra e+i `$t d% h^ R188.00' LC C14 0. CDSO403'57"E 7 72 LC96.80'� N N N 1 O O 1 /igp8, 49.77' 12T�+ ary 9702.W Z L ryyd 00 °� I ''9q, S79'08 '� `� ° 2ao54 50.21, P/A/p`\\ rT0� 1 r moo 0�h 97-02VT woo 70 \ o y �,� „s'oo•25' BO ��, � b\45.90 �� 00 74 4's soar \ 6 9 � 6a� ^\ aN \gyp ?s/. 11 \ O 75 R185.50' CDN85'43'25"E LC109.18' ./ i •1 :1 - •0 ft CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, 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 CERTIFICATE OF ENGINEERING ACCURACY 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. DATE OF EXECUTION TIMOTHY E. CATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF OWNER 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. u^m yr anci.unv'N DELTIC TIMBER CORPORATION # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 RTIFICATE OF FINAL APPROVA 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 LITTLE ROCK PLANNING COMMISSION /Al �6 72•7p•q 'Ja °• 4388' T�`Y �T A 1(�//`O CERTIFICATE OF RECORDING e`b 7 ' _ PLg7' K C � Pn j 9d d 107.25. S77O9.4¢„ G' 3223 THIS DOCUMENT, NUMBER FILED FOR / E RECORD 20 IN PLAT BOOK 6� '� E+mL 8500' 242. iT R924.93' PAGE 12M 4T T ,1 e�°d- _ 85.00' CC 117.70'43" E F I 1Lzo• _ c¢ _ \ b 2 � 3 � 4 �� 85.Op• h O 5 D��q 85. 0dk�� 1s��m1. 85.00, ` \\ 7. 6 85. 3 s B• \ `�'\ N o� _ 4>L w4� �9 _ 1 11 n y ¢1 od �S R507.47' / ^ i?' CDS80'52'51"E ,00,fitd e� 6• h ag LC193.99' ti O 4} ti 2.12% 4�, f o J / 49,96, \ 03 \ ar' ^�. d ,Sg"1`u o q°'' ,98 9 ` 25• v S69' 21 •.'h Goa \ \ / S"�' •.°P o o ) od _ 0• ttTT^ 85.00� �6�` ,e �\ wools0o�\ c$ �q� / 1 3 �,g by v C1IAL _ a %05� 23Z \ u',\\ y° \ e 1 �� LAIN es.op•� L a 35• s \ 68 ti \ titi� titi 9 10 �n 4N, 9000' 79'S5'S5 .y`y � -� TRACT C _ �j-_ _ _ 72.92' d \ 55 96.37' �- " �i y _ 490 I �L. foE„nt 85.00' _ 96od AA' 9ra1'35 0 '� 0� �' \ � � \ -- -- \��790p, 36 ti? 6 \ 0FV < i - 1 > of / 19 g5 m \ �� or Y 5` -- k .? , Ak. y� �• 7. 6g21 . O Otis' VR 67 s�. 5 / s g �, �� �� - - �� ow AC \S44 , 9.75' �� �t " ° \ 1• U� _o N7s5 . 85.Op•� ` ed 1 �, o;%/ /r N 7089 TR + T \8 9, 63 0 �\ 4 W ` ` A G s '\ 'o '� N 10p.Op 64 1 _ W41.1U' ry,�'� \ 1Fq� �o� ,a� 56 Qi'7p. �. \I \ r5d' _ _ s a lsi�t \ 658.3 h 85.pp' ' N ,\. 71'20 2S p• °. 0 85. EsnN, " 00 � / / // // oti'S a 75. � cn - -- \ 66 65 `z 1 a � ry oM � 1p500w ]oENmt. 13.42• 6j\ �/ /�io / /i X �� _^ 25' o° \ .fl O+ gT g O �j� NSS' 6o•4,'ta' � :1. v '�•qr a#`/' ,�/�'(� s% �ws� C' i,�,` '(r � o � � / 02�• y � g8 a co L(� �� g \ .)n' r: w b / /o. 13g 3•- g(10�J ` 8 ,03 'ho- .c , m 776' 6 \ (� i K 66��i / �0 1 tip? 18 tib o t �00' `\ ^roL •-►-�� I ` , .2y?{y S?p,\b.4 74.E 16 9S'p4S, ` �`p `; .`�' �4S 9$S , w 4 Rj.i T A O G0' O 2 3 \\ a 56� 66'-, b ,3 g°Q°' N 65'51'35 "t .'�' ' `�•\ Ary \ 3sys, A6 0, w � o w w 2 5 25' y 14 15 0 Z o rn \� 1 6 3g3, o &09• l ne�� \ / 16 `mil ryAH� /1/68 \ ?3 va Z5 c3�,v: 1 r �, �` $ ,ya 1 p3.14' 43eg 6 4 J \ i r o ko� 11 0 �0 9 128 39 514 38 w 13A 4 a ct a 4k, cy 90.pp• o \ 1,sosso �� �ry 1 r IIN THE 100 YEAR FLOOD BOUNDARY, QgS, !y 13� • a° � �N ` p9 10 cA 1 d ry \ _LO 30UNDARY AND FLOOD INSURANCE WORK MAP 18 a' ca `v' 0 6�' 90. 0�'00' oo / \ S :�' a y+� 911.r' S'06_ CA ^ . a0 c01` /��l_ poi pli 25' BI Lim ^ W O a �\ kT' 90. 1p5.00' \� \� 5`, ^% 71.90 iu \ 17 11 o W C �t 61 p51� 15 ^ �.� %� j� �' 960I3 6� - A , --✓rt .SC3- Z s ' � 1 V rn 16 �� D"Il � 90,00• 85.00• p \ \` 77.36' 98.51' 15 *s�`' \ ,S 14 ys� 9d 77.31 9�� 1S U N6T36'15.L o CHALLAIN �ao� �II�,o y, f� �� a 128.E , ss .y� \ .� 90.Op' 4f e519 N �. 1 r0 of 'F"� 2' ?) CO<' •.'` O\ h e\ y 1°0.91' „ L _ J_ Qp1 'LAT OF Oun ;���� t8e ; �h. �a; ,o� G 9,8� ^��� 13 �� 2D.44. I o CIRCLE + t. 1 rLo' d,'611. 770195 ro � 12 rn A �• '�°i /* V /� 46� _ u /4pb?s LOTS 9 -23, BLOCK 61 i r 77.36 ,S.D2 7,.6, 14 77'20.10' 60 a �� �Qv� ',tiol� Q o � .rfs's g mA�y 2s BId9. Lne �'°��� ��` a� TRACT B LOTS 37-42 BLOCK 61 ,� z.,�� 9zj �, = , ° ti 49.23' f /3 ta� 4?F �>> ,3 \ ,0 9p_ gd \ 1 0 Q 7S,5'S5 rOm �S�" ''4 r� _ c� �� LOTS 60-75, BLOCK 6 ��� a 19 N63. Bg, Z3 / o /s, \ /-r ^ '-� / ti l 20 a , ' '389j11 ryeOgf y�394 ' rOL ry 7pnL C 90.Op �{ fl �� o ' /'�� �h t /a,. 20 ^� ^� y m� o° DO / 5 1as5roo LOTS 1-16, BLOCK 62 13 �� �� 42 �`'' -� _ �.� s>�SZALL1q jN y-o�4s2i,ts _ _ R - _ TRACTS A B C D &� E BLOCK 61 �� �� _ sit22• I o _ %- �� ;��� _________-- f f f =n7b ON0; 1 11 8sIre � � 80 op _ , �� � i 2 _ - 12 hyryko y h6/ 'b ! G6 g5S9 _ 15• Esmt. 3• 101. P e a J o 4 �J 4s 2� 41 N \ odoo �0.00' --_� �� / / S ?2, 164.21' 4 0 \V/ CHENAL 18F oo $' ^ M 40 gN o'ay/9. �$ 3??s 42 44 581 25 O�W CHE�H�� VA14T L1 IS tb oo �f, qo O 206.65' PART OF THE SE1/4 OF SECTION 16. T-2-N, R-14-W, LITTLE ROCK, H6S39 9415 Z1 39 \ T 9d j r Y• / /ag \ ���° 2 1 / A1qAIDDM®1q'T®M9=®� PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: 1g406 w ,?4j ry 1JLOCjj t� p / o-8- 7= 67.57' �� 1t1�I�t1�Nt1�r�•N1t� COMMENCING AT THE NORTHWEST CORNER OF TRACT M, BLOCK 48, CHENAL rl 6 % J 8 / o /°� p _ - - -1 1 U ll ll 1L/ll`i 1R(DC% ARN\ 3AS VALLEY, AN ADDTRON TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID 17:87 .yq`„' 'o ( 1 1 *.ram �\ .0 i� 0� �\ 1 CORNER LYING ON THE SOUTH RIGHT-OF-WAY LINE OF CHAIAMONT DRIVE; - 0 1 i O. GENERAL NOTES: THENCE WESTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE THE FOLLOWING: ,0 00, ,5 3 7 _� (1) N6S43'Og'W, 509,53 FT.; (2) SOUTHWESTERLY ALONG THE ARC OF O 0�� / M /yy o o70-1 1 �� �� ��/ ^�'��ix �rl'� 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS n 1 A 44T.47 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE 80,p , 5$ L Q" r o� 1 1_7.0' 22 1 r4 i ______ To be known as CHALLAIN PLACE' LEFT, A CHORD BEARING AND DISTANCE OF 57323'S0'E, 66.65 FT.; (2) 0 39 S h j 2. ALL EASEMENTS SHOWN TI - ARE TO BE USED OF SI635'47W, 509.27 FT.; (3) S41'S4'43'W, 293.39 FT. AND (4) e� I '�%' 1 \ v FOR DRAINAGE AND/OR UTILITIES. \ SOUTHWESTERLY ALONG THE ARC OF A 507.47 FT. RADIUS CURVE TO THE S7T09'44 E, 318.51 FT.; (3) SOUTHEASTERLY ALONG THE ARC OF A 80 0 39ry / / e° 23 1 v Bsos40. j / RIGHT, A CHORD BEARING AND DISTANCE OF S65'00'21"W, 398.11 FT. TO 185.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE NiT12,50„ o' eT a oW n ��' 3. MLOTS NTH ROUNDED EASURED 0 A POINT OF INTERSECTION OF S5951'19"E, 110.37 FT.; (4) SOUTHEASTERLY ALONG THE ARC OF A K/ o- i7ti /ry THE POINT OF BEGINNING; THENCE S01'53'59"E, 108.72 FT.; THENCE 18.75 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE 365.70, 107.8 `'o_ I �� /. ( 1 `� s © OF LOT LINES AND NOT POINTS ON A S1409'53"E, 137.90 FT.; THENCE 53314'3,CW, 139.31 FT.; THENCE 3' Ys/ BEING PART OF THE SE114 OF SECTION 16 w OF 53046'oo•E, 7ss FT; (5) SOUTHEASTERLY ALONG THE ARC OF A i CURVE. S81'25'06"W, 206.65 FT.; THENCE S44 51'31"W, 152.78 FT.; THENCE 9 S60'19'15W, 159.06 FT.; THENCE N7652'45'W, 210.65 FT.; THENCE 188.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE L 1 I fi T-2-N, R-14-W 1 N13'07'15"E, 3.51 FT.; THENCE N7T12'50'W, 365.70 FT.; THENCE OF S04703'57'E, 96.80 FT.; (6) S79'08'487E, 50.20 FT.; (7) 8 as ^_` �� 1 1 y� 1y90 �� 4. DISTANCES SHOWN ALONG CURVES ARE y,1� NORTHEASTERLY ALONG THE ARC OF A 188.00 Fr. RADIUS CURVE TO THE u7. Q _ A ^ 5 CHORD DISTANCES. PULASKI COUNTY, ARKANSAS lY N653s'30'W, 194.06 FT; THENCE N63S3'2TW, 45.00 FT; THENCE - 1 1 ti i L• ,:) N26 06'33 E, 16.83 FT.; THENCE N63 53'2TW, 138.97 FT ; THENCE RIGHT, A CHORD BEARING AND DISTANCE OF N29'Ot'21"E, 95.00 FT.; i\ v> N2 165 8 ' _ _ �w 1 I yA q p 06 5. ERROR OF CLOSURE: EXCEEDS 1: 50,000 U L/ g 65 " 5• , 6 9• N3846'23"E, 72.29 FT.; THENCE N11'18'31"W, 138.61 FT.; THENCE ONORTHEASTERLY ALONG THE ARC OF A 18.75 FT. RADIUS CURVE 70 THE oM 2'45 W _' 3 �5 r S66'46'2TW 74.66 FT.; THENCE S7f26'53"W, 137.38 FT.; THENCE MARCH, 2003 N68'11'28"111, 90.95 FT.; THENCE N5542'02'W, 146.27 FT.; THENCE N44'41'2p"W, 162.16 FT.; THENCE N3743'1,CW, 179.62 FT.; THENCE © . DAM ��N�N�.�.p. .9 ��*" / I N01'29'12"E, 102.39 FT.; THENCE N2922'04 E, 148.79 FT. TO A WM-MQ CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING THENCE N'i ON THE SAID SOUTH RIGHT-OF-WAY LINE W CHINE TH T DRIVE; THENCE EASTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE THE FOLLOWING: Q 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 j r J j1 j�(1) SOUTHEASTERLY ALONG THE ARC OF A 507.47 FT. RADIUS CURVE TO THE HT, A CHORD BEARING AND DISTANCE OF N5608'01"E, 8.10 FT.; (9) 2THEASTERLY ALONG THE ARC OF A 185.50 FT.; RADIUS CURVE TO THE HT, A CHORD BEARING AND DISTANCE OF N8543'25E, 109.18 FT.; 1) S77*09144"E, 742.17 FT.; (11) SOUTHEASTERLY ALONG THE ARC OF 124.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND TANCE OF S73'30'43-E, 117.77 FT.; (12) S6T51'4Z E, 237.35 AND (13) SOUTHEASTERLY ALONG THE ARC OF A 507.47 FT. RADIUS RVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S80'52'51"E, 09 FT. TO THE POINT OF BEGINNING, CONTAINING 25.5132 ACRES, RE OR LESS. 6. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0% UNLESS NOTED OTHERWISE. 7. TRACTS MAY BE USED AS EASEMENT FOR DRAINAGE AND/OR UTILITIES. 8. ALL LOTS HAVE A 10 FT. WIDE UTILITY EASEMENT ACROSS THE FRONT ADJACENT TO THE STREET RIGHT-OF-WAY. 9. ALL FRONT BUILDING SET -BACK LINES ARE 25.00 FT.