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HomeMy WebLinkAboutS-0867-NNNNNNNN Map2 CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT_ RADIUS_ C1 f 72*37*05" 220.45' 300.00' C2 — _380.23' _ 206.06' 59'01'50" 113.22' 200.00' C3 165.90' 47*31'35" 88.06' 200,00'' C4 L 114.42' 26' 13'27" _ 58 23' --- -- 250 00'- IL C5 I 75 60' 29'15'360 39 15 150.00' C6 37.68' 18.94_� C7 �i14'23'37" 382.15' 29*11'40"_ 195.32' `150.00', 750.00'____7 S 80031'23" E 94.49' S 74'06' 11 " E 151.33' `� N 6gl1 O,1 GJQ R 94.4 N 20� 50 m 2 12 7clyY Ir. ory. 76,119 SF � o yti O 8535.3ir POB 80,287 SF o �49• .h^ �h o n T CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I, DANIEL W. HAVNER, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ¢,.- ARE CORRECTLY SHOWN HEREON AND THAT ALL STATE OF SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ?a: ARKANSAS •d' ROCK SUBDIVISION RULES AND REGULATIONS NO.42 ®_ HAVE BEEN COMPLIED WITH. 01 SIGNATURE 100 0 100 300 %i3t®��` yy�rG yJ4 s� DATE OF EXECUTION DELTIC TIMBER CO ORATION IN Em'rr,�i°�L Lq�A,.'° //- Z-sue %��. /w�iv/' # 7 CHENAL CLUB BLVD. I ME""„u1,a+'°° LITTLE ROCK, AR DATE OF EXECUTION DANIEL W. HAVNER Scale 1 " = 100 f t REGISTERED LAND SURVEYOR 0000�o••■■■•♦•♦•♦ NO. 1542, ARKANSAS D R 621 PAGE 233 9 * 1jJ43 319O S s c Nab c7UrJ 3p C-U3 G,11;7 C,)URSH or•rr•rrrrrrrrr'rrr•rrrr •♦♦♦♦♦♦♦♦••■♦ INSTRUMENT NO. $ N 84'� 12°59222�,. S 6 47 81 E p�, �•� .►•000000 ..^ to S 8 706>44„ C +•1•♦•♦♦+� -EXISTING CART PATH w �U E 31 s83 \J 52 p �� o �� 000i too --- ,-EXISTING • � w _-- 36 L 11 S •••rrr �s■■•■■•nru■■•■■■r■•► do v, 8 1S6.5j, ® 6 1a y2 �� S •i••r•rrr•r�.•IXul■■■■nn••r■•u■•r•■♦• r•r••••••o••o•`• SOpO�• . 13 L0C o6 4j O d . 6 , 00 •••• o00 y \ 0 9'. ♦• 34,451 SF •� d\g / 67 p • o•oo •oo s 23 `° >• �, 4 CERTIFICATE OF FINAL APPROVAL ^°5q s��?} 'W o•r11■■■■rr■■•r■•00000 1, g34 �� °00` 22 0 36,401 SF \\ 1 _� •g ry 14 �`✓ / 1 �29, 750 SF '�"• o •"�' " '`ry^ 105'3133� 12 PURSUANT TO THE LITTLE ROCK SUBDIVISION 5�.,- - _ / r ,® ® <J ��� rsoob" egsm4 m °� h ry� / ♦• RULES AND REGULATIONS, AND ALL OF THE r. 56, 901 SF o • 09 r A3 s , h ♦ `\ ° a ,� / / 10 Ors, %�•0 Egmt. \,� 21 $• \ ; o> a ^\ 1p ♦i CART PATH CONDITIONS OF APPROVAL HAVING BEEN 0T31'42 / °,o-"� \�.y'y / / �40>�,?'�2» s�o� \o otd"00 9$ \ \ 29,780 SF .o -op0 L 1.se \ 6p0,57" 4 �, / r■o'pro'��a COMPLETED, THIS DOCUMENT IS HEREBY F - 11 38170 .,F 91*4522 /� gs ,jOS o• O(,� �\ \ o i'17 L\ •r• F ACCEPTED. THIS CERTIFICATE IS HERESY Ooy N / /158'2T35" 15 05• �) �\ \ V\N � > `, F ♦• �< EXECUTED UNDER THE AUTHORITY OF SAID 1i0\,q®i /8 \/3 io / / 89,279 SF • i m.$\.Oi� i i-�oo. N� o \(yk \°llo°Oaw `�>B'�� .� o / /. 1 O9 �'� 2� \ \ o T ��- 1\"Ei' �s2 I i p$15 °A � � RULES AND REGULATIONS. a°`°\ ®p4 �S9J B%/ °1' ~ \ 'n a :"� / / h� ■ s'a�OZ J0, 3p�oy 32,112 SF10 \ \ i6- i �111 35 N1��13'S °: rn' . S•--.27.09 'B& 7 4z °f A Ur/I r��N o o,, ,�•� ■ N 0.1 j, \ \ao. �gmt• 14 0 1 0 / • Dry �� \s°,5rly Fy 31. ?'; ■ �- o O4.. v 0 i -�• 41.1721,34 S / • N ram• 3 2'I" °'S• ■ y.� -' 52� OGC1tY - 2.,'a� �34�' /v' • �/ 4wry\7°e �t 37;/33 ?2 .�' ■ W 'o 'r. i, °aw°y �' s°1°n°® 1 i ^ o` -�'62 "'�C� \ �l 0 1 • ov ��` 1 18643, v 10 q°•' `^ •�� ®?g, / \i 6 J „�j • J 1 w 19 t / rNotQ/" g1\\ o �A R to o' 51. w s4� \ rn • -CART PATH & SECONDARY 45.8 ■ i °, /• P to o ti a+. �- no 'y 1y ♦ • EMERGENCY ACCESS DATE OF EXECUTION LITTLE ROCK PLANNING 26,099 SF ■ c, 40,913 SF /" .1 s'`�w___�/ u S i `N)3SS, �\ N i > i N ,S/ �21 A./ Ret j OQ s ��u w N ?S ♦♦♦1 1}, COMMISSION gp Og 51" ry:� F"•+/`',y"'3g �8' �_�h' �8 �`a 68i • �u i��PARr OF LOT sA 11?. �' j /. g5 �' R �`;/' ° e' N r: / ♦;�i'��/�� 'V 4`P h1` . 4.1p• %%ts• �_ N d,40' CHENAL VALLEY DR. THIS PLAT CHENAL VALLEY DR. b �5 o p \ p s• i w F 26 25 ■ •,° •.ei op ra R`�,��15� \• ■ •!• ` , \ G s O 9 N 74 h \ ■ •6, / / �� ®\-0 `w w �<' 27, 013 SF 34, 071 SF e` b° ' " S�• °°' ® S 2s''`_ N •25 N LIP m• N S 08°51 51 W 31,499 SF 8 ,QOJ. C$\ \ ° of SUSAN &• AL%IN") N:ZLIA1dS f\ o♦ ' . / 0,°� 1� �• • , A �G' ♦ / G �. 3b, a $ . CERTIFICATE OF ENGINEERING ACCURACY r / , 9 h 104.31 Oy.1., 5\" •[°O q5 kq ^�.ry `s3 \ \ �� (,h•• ' 18 ; / 11, w 1O• 0 C s°p. so'°• � m 9�p9 �� ^ \ • 54,044 SF a v: �t 25,436 SF Sr 05• �ry 'I ."� ry '�, lA, \I 'Q•' �' ®• 60/: w IFS 127 21e ° d %y %S 19� u ^°y �,ry •,,^a\ \ \ )DODO o / / 1 / / s o 500 16 1 14 / ti \s \ :. � a / /' •° b 15 O I, TIMOTHY E. DATERS, HERESY CERTIFY 00, �,� 'ss2 `4 8 (yry 2S# \ \\ �o 0 1ao55'Sz" -^ j /! % a� ° s4.130 ° ga THAT THIS PLAT CORRECTLY REPRESENTS A GENERAL NOTES C',a, s `� \ \ \ ••• , �h 83.39, 28 'a 7 ' " ",a•µmr»•aem- g 37,217 SF .� y O o Jr911, % �/� s6` " S 71°23 21 Ws ., PLAN MADE 8Y ME, AND THAT THE w 7° M� 4 \Rx• \ ♦oO .2 0 40"/ U ! 25,036 SF o D �' A T E m. 1. A" IRON PINS WERE SET AT ALL LOT CORNERS. g�365 yh• 1og141 \ ao 39 \ • \ o P"m 9� N / ��' o , ss. �2 S 71°23'21" W 108.24' �'� ®� ENGINEERING REQUIREMENTS OF THE E ry , \ o\ a \ cG a / 2a „ ABC" 2. ALL EASEMENTS SHOWN =___= ARE TO BE USED FOR '>8 �� /% `SO °2 155.00 75°21 35 W ROCK SUBDIVISION RULES AND R S DRAINAGE AND/OR UTILITIES. 70 \\ 110 \ � 2So25 ?�, .� �/,c�° '�I� '>�p1, ° N g� 18 * Q * HAVE BEEN COMPLIED WITH. s sg, 7 ss, / ��' yo/ Y, os, o S 67°10 21 W 127.671a���® 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT > 41,389 SF • u/ (,� ° , B• b \1 OF INTERSECTON OF LOT LINE AND NOT POINTS ON A CURVE. ,` \ \ •• 3°OZ'zi^ 50492 SF ; y / ; "�,f 92• 127'38 gE•yQ,1�"I1rN�qES;�pg�g���8' } p, \ y. . 28,010�SF SBSj a" , „ A"rd'aId1�a, TiY® 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. ° 951134 \ \ ®1555315" .� / �ti 85°55'49" S?, O S 54°29 25 W .. q�• 3 , 08° s a iS !a �✓ DATE OF EXECUTION TINS Y E. ATERS 121.90' IN0.5033 Q 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 \ \ �% k " / / ® REGISTERED PROFESSIONAL 7ss3 6 \ 2Os•�'` ?S'8<0 i�^�ry�� // P>S''' _ 0� „ 11% �Y �eo ENGINEER NO. 5033, ARKANSAS 6. RADII AT INTERSECTION OF PRIVATE ROADWAY & UTILITY R984.93 S' w 39,350 SF \ \¢_ `C' C/NF iv :Mi,' / ��'/ .R`iL o o° S 45° 1 0 33 W �•,.,yp•X� EASEMENT ARE 25.00 FT., UNLESS NOTED OTHERWISE. , „ u \ \, �" 165 ~ / o ®` CDN 55'39 26 W N o \ �4R 2s,\'` .� , cg � 57.46 7. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 > S3g3'28" ^a -�' N , „ YEAR FLOOD BOUNDARY AS SHOWN ON THE FLODWAY, FLOOD LC74.26 MN='ssoJ• N;N�'S' �27.57 j / �� �'?°i 's?s S 42°11 42 W BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI `\' wo:. a ` 10. , o,,, A, .• e,e COUNTY, ARKANSAS. 7 ��?- 23'Ri. S'�, 73.35 ".�� c,igrrIV- - '' Op'e CERTIFICATE OF RECORDING 8. ALL FRONT BUILDING SET -BACK LINES ARE 25.00 FT, RS• C, 2� 3q 9. THERE IS AT LEAST A 10 FT. EASEMENT ACROSS THE FRONT /`/ BRACT AR h 25 B(0C C11yf` �70 \' \\\�' 39,126 SF 85'ST05"J ��s s,-a''7I• _< OF ALL ALL LOTS ADJACENT TO THE PRIVATE ROADWAY & - J^ °: ,{®2' \, >>R`�\ u1\ �C` 'IN"�t-� 0='IIIIIIIIIIIIIIII��I�IIIIIIIIIIIIIIIII 30 2017070783 UTILITY EASEMENT. �2 N \ahg� \\ Ct�\` �j, '\ ,p \ y ys' PRESENTED 11-03-20171101'33 AM RECORDED: 11-0}z01�11080]AM h� \S I' la_ _ 4 A o \ \ \\ e S", t Jv� Ore 10. TRACT FIR MAY 8E USED FOR WALKING AND CART PATH; \ \ �a \•\� •s> - Y p`^,,. 4k,`, In Official Records of Larry Crane Circuit/County Clerk STORM DRAINAGE AND DRAINAGE OVERFLOW; SEWER 5 \ \, ♦y �y EASEMENT; SECONDARY EMERGENCY VEHICLE59,163�S _,,.' PULASKI CO, AR FEE $15.00 ACCESS; LANDSCAPING. '0 SF \ 5 `� ham• ® ,,,o o,..• . d LEGAL DESCRIPTION A 52 y \1s 11. TRACT K1 MAY BE USED FOR DRAINAGE. 2�' \0ga2 a ,yo^ry r \\ \ \ � ,\\,;,ry ,5 16' ,T 12. TRACT CR MAY BE USED FOR; STORM DRAINAGE AND LOTS 1 THRU 21 AND TRACTS A, B, C & DR-1, BLOCK 98, CHENAL VALLEY,y\ \ •� \ �,, 31 lo9'zz DRAINAGE OVERFLOW. AN ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS; o� �w \ \ 4 I TRACT AR �1M127'o1" 43,719 SF '13. TRACT BR MAYBE BE USED FOR UTILITIES AND LANDSCAPING. AND 9d. 61 s '�'SpS ^Ja?`° p \'�QS•s s jIS° '14. TRACT AR MAY BE USED FOR; STORM DRAINAGE AND DRAINAGE OVERFLOW; UTILITIES AND LANDSCAPING. A PART OF THE SOUTH HALF OF SECTION 27, T-2-N, R-14-W, LITTLE 15. TRACT DR-2 MAY BE USED FOR; WALKING AND CART PATH. PULASKI COUNTY, ARKANSAS; 16. TRACT DR-1 (PREVIOUSLY PLATTED) IS PART OF; AND ALL BEING MORE PARTICULARLY DESCRIBED AS BEGINNING AT THE INCLUDED IN LOT 18. SOUTHWESTERLY CORNER OF TRACT A, BLOCK 98, CHENAL VALLEY, AN ADDITION 17. TRACT K1 SHALL BE REPLATTED IN THE FUTURE AS PART OF TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, SAID POINT LYING ADJACENT DEVELOPMENT. ON THE NORTHERLY RIGHT OF WAY LINE OF CHENAL VALLEY DRIVE; THENCE 18. ALL TRACTS MAY BE USED FOR LANDSCAPING WITH APPROVAL N38-34'19"E, A DISTANCE OF 307.32 FEET; THENCE N69'57'45"E, A DISTANCE OF DEVELOPER. OF 201.50 FEET; THENCE S80'31'23"E, A DISTANCE OF 94.49 FEET; THENCE S74'06'11"E, A DISTANCE OF 151.33 FEET; THENCE S69'22'24"E, A DISTANCE OF 316.83 FEET; THENCE S69'41'29"E, A DISTANCE OF 47.81 FEET; THENCE ARKANSAS STATE PLANE COORDINATES N62'42'04"E A DISTANCE OF 20594 FEET' THENCE S27'17'56"E A DISTANCE 1 N = 163174.1354 E = 1163855.9441 2 N = 163414.4039 E = 1164047.5548 3 N = 163483.4437 E = 1164236.8532 4 N = 163467.8865 E = 1164330.0510 5 N = 163426.4367 E = 1164475.5912 N = 163314,8248 E = 1164472.1098 5 N = 163298,2298 E = 1164816,9514 7 N = 163392.6820 E = 1164999.9576 8 N = 163216.8569 E = 1165090,7035 9 N = 163117.7112 E = 1165379.1988 10 N = 163383.9008 E = 1166169,6754 1 N = 163361.9950 E = 1166338.6261 N = 163252.9603 E = 1166455.8239 1 N = 163052.1987 E = 1166351.7247 1 N = 162949,1353 E = 1166335.6513 1 N = 162914.5931 E = 1166233.0745 1 N = 162946,8605 E = 1166109.5543 N = 162897.3943 E = 1165962,6595 N = 162847.9748 E = 1165845,2531 i N = 162777,1680 E = 1165746.0213 0 N = 162736.6618 E = 1165705.2659 1 N = 162682.3184 E = 1165655.9991 eO N = 162511,1885 E = 1165817.8881 N = 162161,4623 E = 1166178,3248 N = 161908.7230 E = 1166351,9044 N = 161835.7589 E = 1166354,6817 N = 161831.5548 E = 1166314.5185 N = 161792.3399 E = 1166086,8135 N = 161788,9643 E = 1166035.875E N = 161799,5173 E = 1165759.7450 N = 161863.5322 E = 1165603,7712 i N = 162304.4595 E = 1165121,5698 N = 162372,7874 E = 11650385977 N = 162732,2487 E = 1164552,8715 N = 162774.1420 E = 116449L5568 OF 197.86 FEET; THENCE S71'02'02"E, A DISTANCE OF 305.06 FEET; THENCE N71'23'21"E, A DISTANCE OF 834.09 FEET; THENCE S82'36'44"E, A DISTANCE OF 170.36 FEET; THENCE S47'03'59"E, A DISTANCE OF 160.07 FEET; THENCE S27'24'28"W, A DISTANCE OF 225.15 FEET; THEN E S08°51'51"W, A DISTANCE OF 104.31 FEET; THENCE S71'23'21"W, A DISTANI'E OF 108.24 FEET; THENCE N75'21'35"W, A DISTANCE OF 127.67 FEET; THENCE S71'23'21 "W, A DISTANCE OF 155.00 FEET; THENCE S67'10'21"W, A DISTANCE OF 127.38 FEET; THENCE S54'29'25"W, A DISTANCE OF 121.90 FEET; THEN E S45'10'33"W, A DISTANCE OF 57.45- FEET; THENCE S42'11'42"W, A DISTANCE OF 73.35 FEET; THENCE S43'24'3811E, A DISTANCE OF 235.57 FEET; THENCE S45'51'51"E, A DISTANCE OF 502.22 FEET; THENCE S34'28'52"E, A DISTANCE OF 306.61 FEET; THENCE S02'10'49"E, A DISTANCE OF 73.02 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF CHENAL VALLEY DRIVE; THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE THE FOLLOWING COURSES: (1) ALONG THE ARC OF A 305.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S84'01'28"W, 40.38 FEET; (2) S80'13'43"W, 231.06 FEET; (3) ALONG THE ARC OF A 245.00 FOOT RADIUS CURIE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S86' 12'31 "W, 51.05 FEET; (4) N87'48'41 "W, 276.33 FEET; (5) ALONG THE ARC OF A 245.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N67'41'09"W, 168.60 FEET; (6) N47-33'36"W, 553.40 FEET; (7) ALONG THE ARC OF A 1037.82 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF N50'31'42"W, 107.49 FEET; (8) N53'29'48"W, 604.27 FEET; (9) ALONG THE ARC OF A 984.93 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF N55'39'25"W, 74.26 FEET; (10) N57-49'04"W, 751.00 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT LOT 16R AND TRACT DR, BLOCK 98, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS; CONTAINING A TOTAL OF 44.3967 ACRES, MORE OR LESS. PLAT OF 107031g\ \\' ST12'20'\ TRACTS AR, BR, CR, DR-2, ER, FR, HR & KI BLOCK 98 �r 50,660 SF to 2 SO \� "�� 4, J BLOCK 98 �. SS'4S'37" `,\ \� ^°� 38,E 9 SF � 'Sss3, ��, LOTS I — 15, 17-35 1 �� Q,\� �S ®•y0o' 18840 3N �j \ 1\^ Ny, ^ry° 33 8701'57" A�60 �� 9:. © �^ N� ry °® 27,888 SF o 0 121'38'17" \ C 9q >>, -�°p------_o, •rya `o^ �v R 1037.82' 3 h \ \?\ ' -`— 63.6z' ° n� 2s'ao CDN 50°31'42" W �� G 55,534 SF \ zar_, &�1ye ,�. sso, CHENAL VALLEY PJ- -Ir 82'51'S1" 4 \ �_� ,73S,S ro LC 107.49 4 e� 1ss3s ,0 Na2°2324 A Oro J \ os" 34 moo. J �•�" °'1° n "b.. 0SO'� 75.33' Refe�'�01 05. 28,236 SF 6 >S'16.52" 76.33' �� g to °� ��< �; s AN ADDITION TO THE CITY OF >� 7 ti c� Fa \'S d \ Fes. / / 'R °ron\ 'ht. 2 � 4.e / 0 57. ®` ° - -� LITTLE ROCK ARKANSAS N 70.0 1;, e4 \� \• 03'00'45" ?S°, %°�1 'l '.4¢3p 68,9 0 SF d�� 06N \ �� \ 'm. 06 1 V be known as 5 35 39,901 3F VAR ENNES CO UR T \gp153 "� 1 11 1 � �•y^i 57,651 SF 125-45'42"\ N ` \1011 A0, '�' ,5° BLOCK 98 N l d'' 16� J N 6 J ryh 10 �,64.70 1sD.00 S 02°10'49" E BEING PART OF SECTION 27, T-2—N, 2430. Al o`0y �� 0 73.02 30 ^° T^6 ss p ' TRACT Bat R-14—W PULASKI COUNTY, ARKANSAS 29.12 219.01' 15t 45' AND TRACT AR 254.44' 05 09. ' 2 � N 87°48'41" W �® ®S S0°13'43 W 231 p6 A REPLAT OF LOTS 1-15, 17-21, TRACTS 276.33' \R305.00' A—C, AND TRACT DR-1, B 8 L AT CDS 84'01'28" IN CHENAL VALLEY R245.00' R245.00' LC40.38' H n8d CDN L6 8160 09 W CDS 86'12'31" W \ OC1 OB1;R `2017 BY: _ LC51.05 ) f� f'���� DATE: !V> WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223