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HomeMy WebLinkAboutS-0867-XXXX Map 2COOER I E OANE DATA CWK LENGTH DELTA TANGENT ROW 1 C1 T_ 116.83'-4S37RY-_ 61.56' ` 150A C2 T Ix14'-_-_3734'2! 71_95' 200..0,�0,' C3-163.Yt' -�_1� _.1'•._J C4 124.95 ,6201'26' 47007. _9°.64' 683v 15°00'___j CS 34631' 13716'Sr 339.14' 150.OV 150A0 135.16' 51-374U 7256' �� 115.16•--8758'3V 72.39' 75M J 138.39' 15154C 69.76_ omw N 173209.06 ARKANSAS COORDINATES E 1162415.40 STATE PLANE (NORTH ZONE) 19 N 173100.31 E 1160763.18 N 173100.40 E 1162419.00 20 N 173182.74 E 1160642.35 __._-_... N 172966.69 E 1162452.75 21 N 173298.02 E 1160528.31 N 172850.18 E 1162376.38 -2 ---N N 173440.10 E 116041&42 N 172819.34 E 1162172.04--- 173542.46 E 1160421.07 N 172711.04 E 116206427 24 ---N N 173681.94 E 116047286 N 172632.29 E 1161926.08 2 173662.90 E 1160536.73 N 172680A0 E 1161720.93 2 N 173592.13 E 1160847.28 N 172683.53 E 1161721.73 2 N 173536.70 E 116094232 N 172764.46 E 1161365.09 N 173530.13 E 1160946.64 N 172844.45 N 172864.25 E 1161188.28 E 1161147.88 2 30 N 173433.56 N 173424.11 E 1160953.50 E 1161002.80 9 N72873 1615528 31 N 173507.19 E 1161048.89 �\ 14 N 172940.52 E 1161030.49 3 N 173511.70 E 1161055.61 IS N 172996.88 E 1161075.76 _33 N 173519.85 E 1161164.47 �\ V7N 73132.80 E 1161048.58 34 N 173354.94 E 116i888.09 R507. 73103.36 _E 1160979.97 3 N 173321.51 E 1162001.02CDS73 23'50"E 173066.52 E 1166847.62 - 3 N 173239.86 E 1162223.86 2a �66.65' S77.09'44"E o 318g1, R185.50' R185.50' N ^ CDS5951'19"E CDN85'43'25"E a � LC110.3T LC109.18' TRACT E R18.75' CDS30'46'00"E R18.75' LC7.66' CDN56.08'OfE LC8.10' Scale 1 •0 ft 180 2 23 °I& 113.23• R188.00' 16.5' 139.80' 12.5' - ,5y `b' 593f''2B 2 CDN29'01'21"E 3 � w 'ate - - - - - - -- - ,�55 �` y� R188.00' LC95.00' 31 N. I CDS04 03' 57" E /7 M I / LC96.80'� \e 72ao• NCV oN 1 7 1 T19-04,� 49.77' ,2756'5d 72 ti �•j. 97G2roo' 'J"> aL S5 ` 4388, Z r 1 ��° ���° `O B4r �5' gSy$ti ,,,76`65 lY PLAT gK c �l LRl ,ry6 i , / ale �� S7 ° -�d t S7709' " PG' e 1 '•9'g, - ° o� 1$ d0 5 08.480E r° e1 07.25, 44 E �. 152.18' 22 1 ?p. ^r 73so 200.54'os 0.20 \ ' •a 15 E*mt. 85,00, 742.17' 0 1�\ ; 1 p 5°p0 1$hh 9702roo 30 12M'45 ^ow l I 1 ,�` 85.00, W_ 0d C. 2 `� 3 rn 70 �j \ , DD 1140o'25 -�l,�/ dp \ 40, 74 , o o'" '�'9\ \oL' rn 4 I _ d5__ 8 N�45.90' 'T%� Op, g O� *s '�` S.\ ^°s, 5 �00 0g S.OQ`- 5 34 \ �/ 0 '&0 7 3y' t 1 rn 1 G?�ir`G \ ryA��3 T� woo �6� / O• 0. 7�1 I N CK ��.?-�mt. 85.00`_ M h 6 h \\\ wool t \ o" o0 20 6?S\ y �} os9s , $ 1 h 0d"5 _ y ` 85�0p. t Y 6 \ 2> �O e�00� ry 4J/ S 6• \ �" \ N �', ,p� U 4s. 7 kya' / 5 0`a �/, a. S'2S. ` r 1` 30.31- �i 0g ... \ � � i 49' ! �n � 8 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. DATERS 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. LIAM Ur LAcwuUn DELTIC TIMBER CORPORATION # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 RTIRCATE OF FINAL. APPR VA PURSUANT TO THE UTTLE 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 UTTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD 20 IN PLAT BOOK . R924.93' PAGE CDS73'30'43" E C 117.77' 3 100.18.11E (j \ ►h r /�° Avg°?6 �' o , od '9B 9 85��� °dc$ h c7 900o ,Q55T1 237 40 S 68 M1 5° 'L \ / 7Y55'S5 9 lJR >> �\ y°\ \O ,ti. ti° -_ �`. 9�°°' TRACT C \ 5�'�ry 9637' -_.[ r L: to. Rdo-,, d°° vhi ��\•00, 3 - -- P 61 N \ \ 1 l 25• �• �_ �t52 2 p7 18 b R507.47' CDS80'52'51"E LC 193.99' N> 2 ,o. / /'` N 70, 9 TRACT 6j2'45°W o O �0. 8 TS' 1100.00. 658.39' It A �1p0 00• 10, a ` 85� $ fib° i 6635/7 35 97, £snt h o 00• _ 73.42• �S / / // r/r e�p1� 0a ,_7525' 9a00 Event A / ) r �- 105. Do, Bl s / U. / i u 2 o0° - �85.00'1?6 1 h \ O`. r N L�?. 2 w 9p� 6d o 5 1 5 �21 3 55 O w 0. 6551.35 �5b 25' r 1 4 ,�16 93• 16 03. o A ti 1 °r� o oy gc• gt 14 `0� 6 o gs \ \ i sosslr y k° 1 r ,4k� oa 0.00' �p 1 O C V �ti \ N so.00 �°° Sao �V+- ;°� z5' 9 dq. G .9\ 17 1` �' B ed 9Lo 0.00, 105.00• \a \� - '4 1yy _ �IgGY30 1 LOCK �� 85. \ ` 77:36' 98.51'' �\ 11 rn 14 N 9D.0p, D0' 96� 9a 8 a CHALLAIN 77.31, N8T36'15'F S°n� `3g°j c �O•i 1 � � � C ,00.�,• N CIRCLE �----------_�_�_-.,� L_ 1300 20,4¢, 0 12 I r 77.36' _ 18.02 q° 71.81' y 0 0,�250'S�s• ��° 25' 6. �� ��° �s TRACT B o ` 90.00•` 49.23'' 0Cp 10 �; Q 7315'55 / / h v w \ _ w rs '� rn n � A 1p 'h o 90.00, - d' r! /Pv 2 0 a 19 4 v LOTS 1-16, BLOCK 62 ��+' _ MM Q)� 13 y ,r o, `',st _ °6 `•00' S>G52'4$`� 1 _ ^ ll�e� �� �j �'� ° 70552.Op' ^rye GS27,Tr 42 .� TRACTS A, B, C, D E BLOCK 61 ��� �o / o _ �O.Do• Rlll� ° 25 T; �. .a 111 ___-----E5m,. -- 2ry N63S3 TI 6g,3.55 o 80. 14 G2 - 10I 12' h5 °y9y / / °° /3S J by 164.21 t5' 41 V 4244 $81.25'06W CTMIE14 VA]L]LIC;117 sss 40 h 2s d e° N �107.83. u/ .Oc�`O go A7 s rr o 206,65' CHENAL 18F 9 un, _ / \�\ \ °U 21 � 0 PART OF THE SE1/4 OF SECTION 16, T-2-N, R-14-W, LITTLE ROCK, H6$3 g4LS 5 �� M 39 9°� w r_ �� \\� ay \ \/§ 72.92 iXQ 91'41'35 b°06 \\ 0'/ 1v S�/ `gyp- \\ S 1 �' s GT j 9�2 ar \ 679.75 •p9.y �^ �' , 2J' 64 6320 0>1 66 sg\`\ 6a41\10 65 cy 6 N 101Ssgy �q4'�� m CID LACK �$ 1A%6� 16 ssi�*s• 62 ll 5666 N NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, O9S �W 339 6 ST 13T'38'w 00 rn �3141' `N AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP 18 a' \� FOR PULASKI COUNTY, ARKANSAS. 9si3.s• v�✓ �� 61 ,� 15 �� 6,,c 05'15 15 Tfi6' 128. '��:• , 1 PLAT OF i a ,8� y lL �ly 4 �ry ti°j '� 770VIT LOTS 1-23 BLOCK 61 �� s��n' � � ^� �� 7720'10' 6 0 1u LOTS 37-42, BLOCK 61 5-o 3 14 �63 ,389j )fivDMa Leo Arm?� LOTS 60-7.5 BLOCK 61 AN AIIDlIDIl7I ON UO MM �Il'Il'�Y ®IF ILB'Il'Il'II,,IE 2OCK9 AIk�I� 4HOA.S To be known as "CHALLAIN PLACE" BEING PART OF THE SE1/4 OF SECTION 16 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS �f Eli t A MARCH, 2003 S i ` "V d © VVlall1ff7C DA!!!li!!°�Y & li1J'aY4YLL.11lf>.111 q 11 4C- CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS COMMENCING AT THE NORTHWEST CORNER OF TRACT M, BLOCK 48, CHENAL VALLEY, AA ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LING ON THE SOUTH RIGHT-OF-WAY LINE OF CHALAMONT DRIVE; THENCE WESTERLY ALONG SAID SOUTH RICHT-OF-WAY LINE THE FOLLOWING: (1) N68'44 OTW, 509.53 FT.; (2) SOUTHWESTERLY ALONG THE ARC OF A 447.47 7. RADIUS CURVE TO THE LEFT, A CHORD BE ARING AND DISTANCE OF S7635'47'W, 509.27 FT.; (3) S41'54'43"W, 293.39 FT. AND (4) SOUTHWESTERLY ALONG THE ARC OF A 507.47 FT. RADIUS CURVE TO THE RIGHT, A (HORD BEARING AND DISTANCE OF S6TOO'21'W, 398.11 FT. TO THE POINT OF BEGINNING; THENCE S01'53'59'E, 108.72 FT.; THENCE S1409'53"E, 137.90 FT.; THENCE S3314'34"W, 139.31 FT.; THENCE S81'25'06'W, 206.65 FT.; THENCE S44 51'31"W, 152,78 FT.; THENCE S60'19'15"W, 159.06 FT.; THENCE N7652'45"W, 210.65 FT.; THENCE N1307'1TE, 3.51 FT.; THENCE N7T12'50"W, 365.70 FT.; THENCE N6S39'30"W, 194.06 FT.; THENCE N6353'27"W, 45.00 FT; THENCE N26'06'337E, 16.83 FT.; THENCE N63'53'27'W, 138.97 FT.; THENCE N,W46'23"E 72.29 FT.; THENCE N11'18'31'W, 138.61 FT.; THENCE S66'46'27'W, 74.66 FT.; THENCE S74'26'53"W, 137.38 FT.; THENCE N68'11'28"W, 90.95 FT.; THENCE N5542'02"W, 146.27 FT.; THENCE N44'41'20"W, 162.16 FT.; THENCE N3743'1,CW, 179.62 FT.; THENCE NOt'29'12"E, 102.39 FT.; THENCE N20'22'04 E, 148.79 FT. TO A POINT ON THE SAID SOUTH RIGHT-OF-WAY UNE OF CHAIAMONT DRIVE; THENCE EASTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE THE FOLLOWING: (1) SOUTHEASTERLY ALONG THE ARC OF A 507.47 FT. RADIUS CURVE TO THE 794 9 30" , ^ O C j� G' 3 8 38.74, _ O6. W .4 , 11 V - I y ° °� _ 67.57- _t C/o, � \\ r� rr 1V 1Z87 55�6' M � � �-- - .S� 1 i �� \\ os //�� �� GENERAL NOTES: �/ �' _° ° 1 1 \ \-"�' ,' •.`1��ph�1,1� 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 10 �O0• � 3 / Ivl3 0r/ ^ 7.ti-"1 1 d1\ \ N / 5 80. I I� Q`( OI 1 70' 22 2. ALL EASEMENTS SHOWN ---- ARE TO BE USED LEFT, A CHORD BEARING AND DISTANCE OF S73'23'50" E, 66.65 FT.; (2) 0p °g5y yl� 1 FOR DRAINAGE AND/OR UTILITIES. ui \ \ r S7T09'44"E, 318.51 Ff.; (3) SOUTHEASTERLY ALONG THE ARC OF A 8p ga 'y � q / o' 23 1 � gs'Wgo. \> 185.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE N77•12, 00' 59 I ' �./ / m 1 �a 3. LOTS WITH ROUNDED CORNERS ARE OF 55951'19"E, 110.37 FT.; 4 SOUTHEASTERLY ALONG THE ARC OF A 500W 9, n 1 �� MEASURED TO A POINT OF INTERSECTION () 365.7 107 ?o• 1 ' © OF LOT LINES AND NOT POINTS ON A 18.75 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE 0' 83' o r l 1 �� <r CURVE. OF S3(746'00'E, 7.66 FT.; (5) SOUTHEASTERLY ALONG THE ARC OF A o0 1 1 188.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF SO403'57"E, 96.80 FT.; (6) S79'08'487E, 50.20 FF.; (7) 09 45 L m-k I 11 ^g / �''Sg06 r� t1 4. DISTANCES SHOWN ALONG CURVES ARE � \ CHORD DISTANCES. NORTHEASTERLY ALONG THE ARC OF A 188.00 FT. RADIUS CURVE TO THE , I I d~ s119 6 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 RIGHT, A CHORD BEARING AND DISTANCE OF N29*01'210E, 95.00 Fr.;(8)RIGHT, A CHORD TERLYA ALONG ING THEND ARC OF OF .75 Fr. RADIUS A IU8S10CUR E T THE po' � N7�52'4$"Fy 121p s5 ` J tee' ,5 6 56�0 6. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS NORTHEASTERLY ALONG THE ARC OF A 185.50 Fr.; RADIUS CURVE TO THE 2 ARE 25.0% UNLESS NOTED OTHERWISE. RIGHT, A CHORD BEARING AND DISTANCE OF N8543'25E, 109.18 FT.; O7 7. TRACTS MAY BE USED AS EASEMENT FOR DRAINAGE (10) S7T09'4eE, 742.17 FT.; (it) SOUTHEASTERLY ALONG THE ARC OF AND/OR UTILITIES. A 924.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND 8. ALL LOTS HAVE A 10 FT. WIDE UTILITY EASEMENT ACROSS DISTANCE OF S73'30'43"E, 117.77 FT.; (12) S69'51'42"E, 237.35 THE FRONT ADJACENT TO THE STREET RIGHT-OF-WAY. FT. AND (13) SOUTHEASTERLY ALONG THE ARC OF A 507.47 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S80'52.51'E, 9. ALL FRONT BUILDING SET -BACK LINES ARE 25.00 FT. 193.99 FT. TO THE POINT OF BEGINNING, CONTAINING 25.5132 ACRES, MORE OR LESS.