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HomeMy WebLinkAboutS-1313-GG Map 2AOWFAROAD cwLW ilt VICINITY MAP (Rrs1 QQ� N 148559.78 E 1182007.33 NW CORNER 90.03' SE1/4 NE1/4 SECTION 7 CERTIFICATE OF ENGINEERING ACCURACY 1, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A !!A it Ik A i 't PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE FI ` " `� �' HE I ROCK SUBDMSION RULES AND REGUL 0 S R E' G i HAVE BEEN COMPLIED WITH/- PH 0 F E S S I (ON A L ENGINEER �4Lt +2i No.5033 ��te DATE OF EXECUTION TIMOTHY E. DATERS 0T r� REGISTERED PROFESSIONAL �•y E �" ENGINEER NO. 5033, ARKANSAS 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 REWIRED ACTUALLY EXIST AND •••""""""' ••. ARE CORRECTLY SHOWN HEREON AND THAT ALL ' 0STER71. 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 WIT IS PLAT. DATE OF EXECUTION Rocket Propqrties, LLC by Ron Tyffe, member 2024 Arkansas Valley Dr. Little Rock, AR 72212 D.R. PAGE 2001056467 & 2003033275 INSTRUMENT NO. CERTIFICATE OF FINAL APPROVAL -M_ Scale 1 • SURVEYING REQUIREMENTS OF THE LITTLE ' �N'•,""...*'"•••.- ROCK SUBDIVISION RULES AND R CATIONS 'I . 4 •., PURSUANT TO THE LITTLE ROCK SUBDIVISION 401208150E Received: 12M212012 9'22:06 AM HAVE BEEN COMPLIED WITH. RK Ns+'+S i RULES AND REGULATIONS, AND ALL OF THE Recorded: 12.1212012 09'2T'4E AM + II Crane, 7 1281 CONDITIONS OF APPROVAL HAVING BEEN Recorded in Official Records of Larry e ^t7 ' COMPLETED, THIS DOCUMENT IS HEREBY 7J e PULASKI COUNTY CIRCUIT/COUNTY CLERK ACCEPTED. THIS CERTIFICATE IS HEREBY Fees f15.00 / i EXECUTED UNDER THE AUTHORITY OF SAID PAUL M. WHITE3 o9(i > RULES AND REGULATIONS. DATE OF EXECUTION REGISTERED LAND SURVEYOR °Jf�N n AL LPG NO. 1281, ARKANSAS •••"" DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION I i 80.8t' �iSJ• S)S>� 35 444,80' .SO 6'!y yam, 22 v. INSTR. # 2010069020 A >� 2, AOs 90gs, )V75 57 46 W / 23 100.00, 32 GENERAL NOTES: 24 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. BUILDING SET -BACK LINES: FRONT- 20.0 FT. REAR- 15.0 FT. SIDEYARD- 5.0 FT. 6. ERROR OF CLOSURE: EXCEEDS 1:20,000 7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0% UNLESS NOTED OTHERWISE. 8. TRACTS A-19, B-19 AND C-19 ARE PROTECTED GREENBELT AREAS. S87'07'05"E 271.52' 100.67' 21 BLOCK 15 NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. LOTS 9 THROUGH 32 TRACTS A-19, B-19, C-191 D-19 & E-19 BLOCK 19 jig 1� 11�;r ; III ; jp�l 1: `1�1 'D I MLA 5 11111 NOE 5 E S , : + 14 ILIl'Il"'Il°IL1E IROCI9 ARKA HORS - OF THE E1/2 OF SECTION 7 AND W1/2 OF SECTION 8, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS S' DECEMBER, 2012 © WlQl T3-BA t[I!YllliaY' (fl3 a 3lMO4./ltIIT= MQ.e' CML ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING 24 RAILING CIRCLE LITTLE ROCK, ARKANSAS 72223 Jab # 12-409P CERTIFICATE OF RECORDING I 1 S s 0" I 263SS, F I I I --13' UTILITY Esw. ap l �I 0 r'1 I I I R90.00' i CDS58'34'46"E I LC111.51' R25.00' CDS64 40' 19" E I t' LC26.63' p TRACT 14 AS B U TRACT 15Li I i.� I43.534"E TRACT C-19 0 v Ge62.47' 62.79' g_ g>,S115. h Aa <9 00 26, rn 27 S4230' `9 og, R427.50' CDS19'23'34"E--y- ,� X, ,P 3j 9Tt3 �9rg LC193.70' I s k�6$ as•- <<�((\\ s 2,8 e, ?so3gf a0I '.is. ,ti 11�3T05 � .� v 005$ 13' UTILITY ESMi. 1 u; 9 >ss I "? 50.0' I �I� 29 �. \AO� % �,Oj 90, stspA� o'� EgAT55 sgS 30 d~ 9g N � S 36.75 ig8 4S" o® J� S63\�h�sa °�M pcl 31 gg9 25 4 ' �DO, y F,r,,,r ?' 9.i, 1030' 6Z70'00' o 'IS N S87 07'OS"E 1044.80' �4 0 24 \ oo s tiry \ °o M' of ' 0 9a \,� tiry ry 115 p0 ^ a cn ,\g s00.00' Q A* 23 \ �, o �94'Is•t0. N � w yd 79.19' 52 ° 0% �0'd ? w o rn w 9 117 95' ^35 0� ,,� 69. TRACT 8-19 NE CORNER 44.7s• e5 qo nu's^• ,� 2 �,. ` 32 o G� sz a t`o.5 68.So' SECTS 77/4� 57-10, 22 Igoe' n o Sa• BLOCK > 9 9 72.7 % o �g 8' 13' llT1Lf1Y ESMT. _ g+. $ so i N % w 12 o ao` /S, By 15' WATERLINE ES1AT. �32. �r t, ��� 105.00' 2O 37816' `�4 : 13 51 0 62. I I INSTR. !N 2003041815 aXoS v , YE ,� o" nb o� o ES^tt. nd I 4 r0' I 675 U7 ,o. .0 '' v°j a`O o 14 h 11: 34 g `30p, E°mt 6' 10 a a b _ 00 15 �i a` TRACT B-t9 U as 13.1 $ �, / ��; TRACT B-19 H6. 6z15'3a 116- 5 42J& 3 .^F'�N H 16 vl I / h S / 05 6.05` �h - - 6 m /ems ` o 7 B2 2550 k '7S0 m�// o °' wnt 39.95' 58.16 _ a°ti\ f mL 17 '°a 69S d o f u p vote R ' 0' b ' C©V ' G 5742• �Y a5� 's�. , o ;� H 59.09' .d 60.92' l ���2zr CY farm ® y rRlcr E-lg h'EEK CoU `\: ya ?s3 z 6 `� i b x gS` salrlsxtw aslr RT 585 k a"y� sl �h N � 86.20' lv� Z ra.: 77 S) 45' Private RoWway Esrnt. 2 N C 26 06Sg�, yyy C7 ti g� -n n / y 5' Fs L s E& / 19 y' 29.58, y� 1 g o 19 �v' 21 74r2s3o Z 9 C1 0 o /49a 76.23, 4 °F 3 ' h`k :>5 d � 0 20 ro / Zs ems' /tor gg.pg• 1A T� R6" \ 4 j %/�01' '-i `� ~ 'KQo• •�O'�\ '^ '� •'L s ap' o C), 78T a9oL u68 ¢5 7 1 8 �yd m-m n ti' / ° / 1 ? ks�Zr3r 2 1 `�?• r•) �, 5 Esnrt,J cb. @ya \ 6 ( I 2.4 65 a: e� ,. n rO6 �9T75.4O• '� '�s�; 4 d � N7 9' 9 B J :r o ,9• I sas'rrw 46.88 a ^i/UQ 27 N SSU, %S t (�\� \2S �� CS o, 5. 6' G for° 'ice �00' :r 75 34 5�, `o ss' hto 96. + m \":3 i>`3, 36, o v. SBBts'26'E ,�O�O 9�,{3 od 64.19, W s Esmt. / Q1 c" I 12.5 tsar *s• 3 > �O ag5 N ` h e I I .55, F 2 az2o bCo 60.00' 60.00, I �06330�� / 6 I m � 62.31' 15 32' 28.90' i / z \�� ,• v w� ro Tf ACT 19''/ 1_ `'� ''f I "1 8- Ss a o5 w h s 28 N6 6, o I I I �' S � ^� oy 3 .06! o ,3 i 5 5"w I BLOCK 19 g w �� �4@ 99 o 835 A17g 20100"W S. q s E 7*43os C 7 90.50, N77-57'57"W 2 78 18'35'I rsyy smt. o Ch ^yb 011' S Eomt W© ¢ 8.397.08' 81@ 3.29 29 t3 UTILITY ES. � N7 77.45' Qr ~�J �l_43,05 O 30 2¢jw 1-t-15' WATERLINE ESMi 95, 1 1 I INSTR. / 200304181.5 'J ^DornQ^ W I BLOCK 15 N;2 43 2p"W LEGAL DESCRIPTION 31 © 3323 26• N7 PART OF THE E1/2 OF SECTION 7 AND PART OF THE WI/2 OF SECTION 8, T-1-N, R-13-W, ARKANSAS ORTHATE PLANE COORDINATES ONE 32 203'05, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, INCLUDING PART OF TRACTS 14 AND 15, ASBURY ACRES n 130.26• W 22 TRACT A-19 SUBDIVISION, MORE PARTICULARLY DESCRIBED AS FOLLOWS: t N t48546.13 E 1182278.51 T COMMENCING AT THE NORTHWEST CORNER OF THE SE1/4 NEt/4, SAID SECTION 7; THENCE 2 N t48493.60 E 1183321.99 S8-r07*O5"E ALONG THE NORTH LINE OF SAID SE1/4 NE1/4, 271.52 FT. TO A POINT ON --1 - 33 N672 THE NORTH UNE OF LOT 22, BLOCK 15, WOODLANDS EDGE, AN ADDITION TO THE CITY OF 3 N t4906.o4 E 1t8334642 INSTR. # 2010069020 °g2' LITTLE ROCK, ARKANSAS AND THE POINT OF BEGINNING; THENCE S8707'057E CONTINUING 4 N 148967.30 E 118357053 79)3 K' ALONG THE NORTH LINE OF SAID SE1 4 NE1 4, 1044.80 FT. TO THE NORTHEAST CORNER -- / / 4A N 148909.17 E 7183665 68 THEREOF, BEING ALSO THE SOUTHWEST CORNER OF SAID TRACT 15, ASBURY ACRES SUBDIVISION; 46 N 1 #8897.78 E t i83689 77 'LS THENCE N0717'03"E ALONG THE WEST LINE OF THE NW1/4 NW1/4 OF SECTION 8 AND THE WEST - - -_ 34 21 7• LINE OF SAID TRACTS 15 AND 14, 612.93 FT.; THENCE S5914'20"E, 263.58 FT. TO A POINT ON 5 N 148773,03 E 118376919 00, R297.50' THE WEST RIGHT-OF-WAY LINE OF WOODLANDS TRAIL; THENCE SOUTHERLY ALONG SAID WEST - -- -- / 6j 0S, CDSO4'22'57"E 6 N 148590 32 E 1183833 51 RIGHT-OF-WAY LINE THE FOLLOWING; (1) SOUTHERLY ALONG THE ARC OF A 90.00 FT. RADIUS - -- - / '�S. 71' LC315.22' CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S5834'46'E, 111.51 FT.; (2) 7 N 148437.76 E 1183850.35 yS SOUTHERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING 8 N 148293.05 E 118382312 20 O AND DISTANCE OF Sfif40'1TE, 26.63 FT.; (3) S3729'12"E, 147.89 FT.; (4) SOUTHERLY ALONG g N 148096.67 E T1a372o.a2 u THE ARC OF A 427.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF - -- - Ss 50, S19'23'347E, 193.70 FT.; (5) S06'17'57"E, 153.48 FT.; (6) SOUTHERLY ALONG THE ARC OF 10 N 14778237 E 118374451 A 252.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S10'39'16"W, 11 N 14772835 E 118378430 19 147.26 FT.; (7) S2736'287W, 221.61 FT.; (8) SOUTHERLY ALONG THE ARC OF A 297.50 FT. 1.15 E t 12 N 74770t8378590 RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF SOV22'57"E, 315.22 FT.; 4770 - - 2 (9) S36'22'22"E, 67.10 FT.; (10) SOUTHERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE 13 N 147671.00 E 1183775.27 CENTERLINE CURVE DATA `Ay TO THE RIGHT, A CHORD BEARING AND DISTANCE OF SOT21'36"E, 27.24 FT.; (11) SOUTHERLY 14 N 147650.02 E 1183751.67 19 j� ALONG THE ARC OF A 90.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE - - - - LENGTH DELTA TANGENT RADIUS O 0, OF S1925'22"W, 31.97 FT. AND (12) SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS 15 N 14768925 E 1183636.55 S3 4- - -- -- -- - CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S4621'42"W, 31.58 FT. TO A 16 N 14770560 E 118361714 C1 Into 163'3852" 28536' 41.00' _ -- _ POINT ON THE NORTH RIGHT-OF-WAY LINE OF WINTHROP POINT; THENCE WESTERLY ALONG SAID 17 N 147709 05 E 1183613 08 C2 T 58.20 14'57 1a 29 27' 223,00' 18 N 147790 6 NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 167.50 FT. RADIUS CURVE TO THE RIGHT, A - - f 18 10 10 E 1183679.84 _-- -_ - - -- - --- --- ------ 7524 55" 98.72 7 ' _ _ 5 98 75 00 CHORD BEARING AND DISTANCE OF N71'11'01"W, 121.61 FT.; THENCE N49'S3'S1'W -- -- 4 C3 ?' w S 19 N 147859 91 E 1183622.18 -- __" . -"-_ -_.- _--_ _ O LI! CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, 25.38 FT.; THENCE NORTHWESTERLY -__ --- __- --_ C4 151.33 784915" 90 3s' 110 00 CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 477.50 FT. RADIUS 20 N 147903 96 E 1183585 43 --- -- _-- _ _ _ __-. __ _ `pO 0� c0r, C5 128.90 7Q1III 1 6462' 725.00' CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N49'34'41'W, 5.32 FT. TO THE 21 N 147942 51 E 1183538 s3 - --- ---- ---- --- ----- °j > �'' SOUTHEAST CORNER OF LOT 36, SAID BLOCK 15, WOODLANDS FADE; THENCE N39 28'30" E - - _ - C6 ' 68.50' 1541 5f3' 34 47' 250 00 �� O� o F 22 N 147999 92 E 1183433 76 - �� R477.50' ALONG THE EAST LINE OF SAID LOT 36, 105.00 FT. TO THE NORTHEAST CORNER THEREOF; - --- -- ---- -- - -- - 11 THENCE NORTHWESTERLY ALONG THE NORTH LINE OF SAID BLOCK 15, WOODLANDS EDGE, 23 N 148040 06 _ E 11833Os 8a C7 2a1.1s 3r2a os tz3 ss_ aao 00 - \ �j CDN49'34'41"W O THE FOLLOWING: (1) N39133'08"W, 90.55 FT.; (2) N39'03'50"W, 56.73 FT.; (3) N51'00.03"W, 4 N 14804994 E 118327808LC5.32' - R25.00' 61.25 FT.; 4 N61'20'427W, 119.73 FT.; 5 N7703'05"W, 130.26 FT.; (6) N7743'20"W, 5 N 14812182 E 1t8304706 t7 ?Sg9• R167.50' CDSO3'21'36"E 90.50 Fi.;1)NN6650 5 W,248.35 FT.;8�)NN3655' 5 W,48583�F7(9(12)9N4S�'41"W, 6 N 14813196 E 1182999.50 - 16 SS63S7y LDN21.61.01"W 12 LC27.24' 1 0.00 FT.; �16� N75'33'09 W, 90.95 FT. �173 N3�12'40"W, 44.286FT ANDS(18) N51'3 6"W, 7 N 14814871 E 118291056 R9000' " 8 N 148167 73 E 1182866 11 13 57.50 FT. TO THE POINT OF BEGINNING, CONTAINING 17.3608 ACRES MORE OR LESS. 29 N 14829427 E 1182770.98 CDS19'25'22"W LC31.97' N 148366 94 ---- E 1182687 50 31 N 148392 94 E 1182630 63 - -- 32 N 148426 92 E 1182533 54-�_ R25.00' -- CDS48 21'42 W 33 N 148451.17 E 1182436.53 -- - LC31.58' ------------------ ----- --- 34 N 148473.86 E 1182348.46 35 N 148510.44 E 1182323.59 TRACT A-19 R252.50' CDS1(739' 16"W LC147.26' r9