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HomeMy WebLinkAboutS-1313-V MapMINIMUM FINISH FLOOR GRADES LOT # ELEVATION 3 410.0 6 405.0 7 407.0 25 462 0 26 405.0 27 381.0 28 382.0 29 382.0 30 382 0 - 31 391.0 32 3910 _ 33 ._- - 393.0 34 406.0 36 396.0 40 408.0 -- 41 _- - 422.0 - 42 421.0 -- 43 420.0 46 417.0 47 424.5 - --4g - 426 0 - 49 - 425.5 50 _- 426.0 100 0 100 Scale 1" = 100 ft R85.00' CDS1634'227E LC17.46' R50.00'__ CDS00.52'51"W LC42.83' S5658'23"E \ 45.70' ! R50.00' 1 CDN65'11'42"E LC42.83y ITf i 300 AIW114 SWII4 SECTION 8 T-1-N, R-13-31' R85.00' CDN84'S8'00"E LC16.54' R50.00' CDS71'51'38"E LC48.11' mow. r�9 ey �S SS21:. 83' �5 119.23' 1s I e5 95.5y a0. 4 dod w „ a ^ �28 )J "iz 390 ,AA_ o O6 nl� 14. No Aoce 1 I 9 95'g2' y5'\\,o , sv' Esmt. v I I 92`�` mWOOo, „'�' t R .yL 62S 4 '. C \TRACT B-13 o ss9o, ° A Ss� � l $) �ti466 ,44'2So5 NE 114 SE 1 %4 9 SECTION 7 T-1 -X, R-13-W 35 BENCHMARK- chiseled square on top curb on lotline \\ i i 14& between Lot 32 and 33, Block 13 5j4s34 '2r+64a "-se.5\ Elev. 397.72-ems' jao o� o, II $ tt7.6t, °01 y50al4 c-I ARKANSAS STATE PLANE COORDINATES NORTH ZONE -1--I'NW Comer- 1 I NW1/4 SW1/4 I SECTION 8 I I I ' I I I I I I 7 I 1 ' I I 1 I -- - 1 2A�'E_ N89'20'35"E23S6?S , ! i �o�n � . / N�3 A4.83, O 91.511 >O 200» I Y CDS41'02'115' E 21 8 4.83''01� ' �A, 91 �>O 3j, 4 I S82-02'33»E. 10' No Access_ LC47.49' ' o o, o A 8 o °s• N �> 149.38' S S2 mt o a .nb - �ak° " I a,; 122.29' © 255 22» f ,. i A� \o O. 06 " 47' 10 g I I I `rp. b 9 () aco r a 4' S / Lu 20 ^ '�?9• a e a It.l o 'S. g''iM1' `5''�129.gq, 26 66.4g, --.ry•o.�,,�; /�s9 46 i' }s' ;m Bas, I�'I 'n 48 0� o YC` ZK 9S6p: 1'"F ry`a ,\"��;. o. 3S 0^ 6?S ," •� 10.P," 75 m� m '^ �1,��C 65 moo, \17 2,yh <h to h / 0' - I I 1�; 4d o �, •- 13 ' d3 V. N r� ti kgm5 66.53'I I I LSD--�-o .0" et $ a d \ 2 19 A 120.00' - t i6'08'G4"E 27.96' 84.89' -22.21 _0 6C 'Qr. Li a 509'S,9'2 TRAM F-13.1 I , 'E a°fib°S }12.86 \� EsmtfJ.48 5w63.29�9 85.85'-_28.65 s6T '6>^40 ��' ;9�.1,•3d \ �d 1 , ,5 g.^ I I I I.m-�SBrya-O�i `Pis �,11 9 45 ,1$ 7.s- ?4. N ^ Ay m I Ila ,h 6>. `/0'so. oil I 44 . I I - 43 0 g6d1 6,: 7. �j\ �, r B2• 0 9 I75 . s 42 'Sr` �0°d �1>% I l i ati5� I M a H\ h N 146131.67 E 1184761.42 N 145975.79 E 1184645.74 N 145863 77 E 1184643 04 N 145798 84 E 1184596 93 N 145548 94 E 1184578.65 N_ 145546 81 E 1184525.21 __ N 145524.81 E 1184-469.69 N 145584.31 E 1184403.23 N 145594.96 E 1184335.02 N 145557 74 E_1184325 46 -_- ) N 145666 01 1183975.13 2 N 145765 31 _E E 1183$94 54 -- 3 N 145860.46 _ E - - 1183633 69 N 145837.21 E_ 1183546 20- N 145840,83 E 1183445 79 N_146311.79 E 11113253 17 N 146624 42 E-1183027 l2 I S N 146689 28 E 1182967 91 19 N 146768 28 E 1182948.82 20 _N 146841A7 E 1182964.63 ?1 N 146905_64 E 1183011.89 -- 22 N 146929.43 E 1183093.31 >3 - N - .4 146930 48 E 1183184.81 14 N 146898 38 E 1183247.44 15 N 146877.70 E 1183395.38 16 N_ 146843 98 E 1183520.55 7 N 1 4680635 E 1183608.44 }8 N 146838 35 E 1183624.36 19 N 146802 52 E 1183655 54 50 N 146785.98 E 1183661.10 31 N 146743.14 E 1183660.44 52 N 146718.23 E 118369836 33 N 146736.20 E 1183737.64 54 N 146737.65 E 4183754.10 35 N 146722.67 E 1183799.84 56 N 146689,95 E 1183830.43 57 N 146646.78 E 1183880.99 58 N 146618.41 E 1183922.93 39 N 146598.08 E 1183949.10 t0 N 146559.54 E 1183992.50 tt N 146503.80 E 1184084.64 t2 N -- 146375.46 - E 1184423.41 -- - 0 N 146326.11 E 1184527 81 - t4 N 146292.98 - E - 1184585.54_ - 1_5 N -_ 146247.81 E - 1184642.99 t6 N 146175.57 E 1184711.55 t7 N 146150.54 E 1184738.45 1 Fi TRACT B-13 y ts �y o n41 m v `- 1200' _9 33'1U' 40 1�'' a'23`;S" G2'� a J S6 ,'S5 143'S1'30'/ �' .,P 902 N 3163.23'30 193 20- ''40• i7 4) s`;P. -`»'� Io a 88524� '90. •o 36 0 115.00, , 39 6 / w 106. ^ 16644'S5 2••]5• m, - �s20• - / .5 /N q0`� s\ (> ey° 45• "' .`�' sa, zs /17 4 °°p C�� j 161 \ >i% 33 `PC ��'• '1 o c �N t15. sb v vl CIS ` oI, ^ co ¢w•55• o 93'47.2(r boa I ] 1.4G 0. o Lid 0 0 1os• \ \ \41 1 I l a 892525^ o T` rn 1'6956'35• �66, 115.06' 00 iP d. g0 v l\ 1 rjo `� 5 it 8M `'''u: 37 °� "o. e$ I I 1>3•p0. S`'d I I 11 \\�8�5jar9e°4 a°Ul o \� by ,o�?3a J o I 965"45ry tC o I \ s 32 �a°' 38 3 I w ip �',o 5 \ \ 'ig0y`^�Olk- °o ? acis/o3j4 ° 5 0 �1':bo,\ycSg3 �8 9z1420' s v JgBer 1 N 7Js71 ^ 015, ? -1 F•►-- to 6h\\0�a, wp,1, G Y'o C"' 0\� , �Vt ti� 4r ; 1 J 125• TRACT B-13 ^ i\\ 751p0 'o \ y"' 00 •OS' ,5 °` KLy/.5V' CDS49'30'14" E LC66.48' LEGAL DESCRIPTION PART OF THE SE1/4 OF SECTION 7 AND PART OF THE SW1/4 OF SECTION 8, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT R-Al, WOODLANDS EDGE, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE ALONG THE WEST LINE OF SAID TRACT R-Al THE FOLLOWING: (1) S36-34'51"W, 194.11 FT.; (2) S01'22'40"W, 112.06 FT.; (3) S3922'58"W, 79.64 FT. AND (4) SO4'10'56"W, 250.57 FI. TO A POINT ON THE NORTH LINE OF TRACT R-A2, SAID WOODLANDS EDGE; THENCE S8743'06"W ALONG SAID NORTH LINE, 53.48 FT.; THENCE S6823'10"W CONTINUING ALONG SAID NORTH LINE, 59.72 FT.; THENCE N4609'5TW CONTINUING ALONG SAID NORTH LINE, 89.20 FT.; THENCE WESTERLY CONTINUING ALONG SAID NORTH LINE EXTENDED, BEING THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N81-071Y4, 69.04 FT.; THENCE S14'24'03"W, 38.43 FT.; THENCE WESTERLY ALONG THE ARC OF A 330.11 FT, RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N72'49'34W, 366.68 FT.; THENCE N39'03'41"W, 127.88 FT.; THENCE WESTERLY ALONG THE ARC OF A 330.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N6T57'35"W, 277.67 FT.; THENCE S75'06'59"W, 90.52 FT. TO A POINT ON THE SOUTH LINE OF THE NW1/4 SWt/4, SAID SECTION 8; THENCE N87*56'12"W ALONG SAID SOUTH LINE, 100.48 FT.; THENCE N22'14'38"W, 508.83 FT. TO A POINT ON THE WEST LINE OF SAID NW1/4 SW1/4; THENCE N35'52'08"W, 385.79 FT.; THENCE N42-23'43"W, 87.82 FT.; THENCE N1335'09"W, 81.27 FT.; THENCE N1714'15"E, 74.59 FT.; THENCE N3614'42"E, 79.94 FT.; THENCE N73'42'43"E, 84.83 FT; THENCE N89'20'35"E, 91.51 FT.; THENCE S6752'00"E, 70.37 FT.; THENCE S82'02'337E, 149.38 FT.; THENCE S74'55'22"E, 129.64 FT.; THENCE S66'49'13"E, 95.60 FT.; THENCE N2626'46"E, 35.73 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF WOODLANDS TRAIL; THENCE SOUTHEASTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE THE FOLLOWING: (1) SOUTHEASTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S41'02'15"E, 47.49 FT.; (2) SOUTHEASTERLY ALONG THE ARC OF A 85.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S18-34'22"E, 17.46 FT.; (3) SOUTHEASTERLY ALONG THE ARC OF A 50.Cv' FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S0952'51"W, 42.83 FT.; (4) S5658'23"E, 45.70 FT.; (5) NORTHEASTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N65'11'42"E, 42.83 FT.; (6) NORTHEASTERLY ALONG THE ARC OF A 85.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N84'58'OC"E, 16.54 FI.; (7) EASTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S71'51'38"E, 48.11 FT.; (8) S4.705'11"E, 44.80 FT.; (9) SOUTHEASTERLY ALONG THE ARC OF A 297.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S49'30'147E, 66.48 FT,; (10) S55'55'21'E, 50.65 FT.; (11) SOUTHEASTERLY ALONG THE ARC OF A 252.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S5708'52"E, 33.13 FT.; (12) S48'24'02"E, 58.04 FT.; (13) SOUTHEASTERLY ALONG THE ARC OF A 297.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S58749'45"E, 107.69 FT.; (14) S69'15'O3"E, 362.27 FT.; (15) SOUTHEASTERLY ALONG THE ARC OF 727.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S6442'01"E, 115.49 FT.; (16) S60'08'457E, 66.55 F.; (17) SOUTHEASTERLY ALONG THE ARC OF A 252.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S51'49'36"E, 73.07 FT.; (18) S43'30'14"E, 99.60 FT.; (19) SOUTHEASTERLY ALONG THE ARC OF A 297.50 FT. RADIUS CURVE TO THE LEFT A CHORD BEARING AND DISTANCE OF S4703'22"E, 36.74 FT. AND (20) S50'35'53"E, 29.73 FT. TO THE POINT OF BEGINNING, CONTAINING 1,332,548 SQ. FT. OR 30.5911 ACRES MORE OR LESS. R252.50' CDS52 08'52" E \\ LC33.13' R297.50' ?Q. CDS58'49'45'E 0�_ LC 107.69' \ 41 R"00; TRACT A-13 -au 7' n 34.1oy Io ,. w 8629.30' 0. 00 od 10 ems• 3 1 ,yob s`<' 1 n 0Z\ 12 ;y, 77`SO ACT BB WGCi.ANDS EDGE 996 R727.50' CDS6442'01"E LC 1 15.49' I,o 42 O N° ACCess E \ \�, v 8 11r1-­1, \ \ 43 S a0(9 IS" ss.sr C CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER ... . I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL �f Z4 ...ST..... , .,. PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO I sTA or''••. SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, I SAS `-� } MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY i .1281 i ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL t %✓ ° SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WI HIS PLAT. S1ONA g ROCK SUBDIVISION RULES AND REGULATIONS •A?IIL A,L '•• HAVE BEEN COMPLIED WITH. 'rj�NAL ... 4'• // •, L...•.•. /Z3 OS / DATE OF EXECUTION Rocket P op rties, LLC .1 f/f2 - by Ron n member DATE OF EXECUTION PAUL M. WHITE 2024 Arkansas Valley Dr. REGISTERED LAND SURVEYOR Little Rock, AR 72212 NO. 1281, ARKANSAS D.R. PAGE 2001056467 & 2003033275 INSTRUMENT NO. CERTIFICATE OF EN'GINEERI:0 ACCURACY CERTIFICATE OF FINAL APPROVAL 0��f .. s1 8" /'1 AIt A, k AS I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE R R • REC19Tfst6r PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN ENGINEERING REQUIREMENTS/,QF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY �R�F8391lNAL ROCK SUBDIVISION RULES,A D REGU TI NS ACCEPTED. THIS CERTIFICATE IS HEREBY INGINIEN r HAVE BEEN COMPLI A'TH. EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. No 5M . 01� �",•.►.i.N� d 1�310� DATE OF EXECUTION TIM THY E. DATERS FEGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION CERTIFICATE OF RECORDING 2008027734 Received: 4/23/2008 2:57:51 PM Recorded: 04/23/2008 03:08:28 PM Filed S Recorded in Official Records of PAT O'BRIEN PULASKI COUNTY CIRCUIT/COUNTY CLERK Fees $15.00 R252.50' NE114 5'Wt/4 CDS51'49'36"E SECTIO:NT 8 LC73.07' T-1-N, R- 13-W 45 �s1r, \ s3 y dye • 60, � 88'I V35 9$g1 \ ;3d 1 0 7, TRACT A-13 46 9g a 6 R297.50' CDS4703'22" E LC36.74' 1 I II ara. e'S a'c3:'OA' S ,2 �' 1„ ^' g5. \ryTo1 o Y y' S SO ,� w oI � - (51' J /S6'30 w 1 Y ie, 07, 'L"I �0 C\5 i 3,. �td� ` � ^/ / �'S` jp 1 ? �J f&' O ` � 14 >i ^a 4 �htia ,S`9i. \\ R�\kPCP i� 'OSS\'P 8 .50 S•6 SS'J• F r \ �"'�: ^ �5 I I 9 �; o \\ `, 114748'55 C16 1�,A 6 ^ a, .D. 9• a, �' �h,sue ,yC 1 5 t5627 I .o CIO 1850r �A" a0 2 tSS !>. �gSS i,! '� / 90'00' 1, 9• 17J w 5 0V ,�4 o ,�/ 't'o ` I I �' �L 2p\ 15' BL n .\�j 5 5 9 > o ] in > o . ^ cj , , S- uL�/ 0 y �S \\ j I �VjH 12a506'00" 5ti' 03 ¢30• ..� s5 ,ydo >� o? TRACT A-13 ''< 14.13, 7 s ��o^ h �..g a 0 o Is rye \ I a no . e O'1'' ,w� S /> m \> 201, is. 2 yN 4, n• 11 Lj •� IAf >' _ \ I �''"mZ 93'39.15 6?` \ [Ins",.WOter 7019iOm 1, 1 L: O " Qs / 'fl,9. \ ,. , 2 L0e E•s 99, p-/O`� nt�,`'' G • '4^.e�\7? •0 5 7- om -95` Op• a° / sa �« \',� ' / - , Os UO3 OSmt. 'u• 6�. x 2 7^yb 20" _ t I o• 0 2's, ` 7- last 2pp ]3 1 b / $ 6\ J . (] > ` O. G \ ^' ?0,29 }Po, >' /! '� \ '� `oj8j�O -1 b'S5 .\/ '?. \ '? �' O. / 1$1.0 . 2 30 . N f"i 1 >6 5 0 A s ? h a55. \ .4 G'•gR \ I I °l ay o \ rn W LOG �\_1 � \ S,< "Q `5• 'Oa 127. �I N. i / O'� a6 h'� �'y O O,J. 54, t4:67.34lZi/1-� RACT B13 °` ! '22. -4 .)j 0'� 4.5 0• yr, Jy ro 0'J "� j N `•''AC5fi tid ,' Q'•% Q ^� A d r O I N I 6 ' 17 TRACT a-a1SW Corner � 82.06'/ / I ,yo g05'1o• 27 g 2S2d JO '�.f• ?435 Igo. / 0 �'L� rows"?\ 'tg54 BLOCK 13 ^ `i'` I N'- I \ I I NWt f 4 SN11 i 4 / 1 ra '� 9'0' CB 'jy �� T, / a \ d "L., I WOODLANDS EDGE \I SECTION 8 p6'S9 W 77,2'z5 gt TRACT A-13 �`�s - --- - -- N87'56'12"W 5�5 13 4 , t ° 2u- sS, - - - ------ ) 13g 1 :.° N 2 .� \ \ >'^�5 126.58' O. 2a h� L 20.5,77' 1 , -9�-52� G`\ 00"� �m�,• 4, .s /i100\ \-------- --'----t�,/ ---- ---- I is 00.48 1a / / '_ f- - -- a � �� ,> u. o \ - - - - - ---- '---- --r� - ,�-gg o •15'�A6o� \e�S.T y y"?� ,t°� o° 0a'� �As*----•zS 176 - - - - - - - - -+-�j^�- --+ - --T - - - - - - _ \.a• / / 1 _/ S 26 \ `9 , 27 "'" ��' ,05 .5. _84.71' -f,� a9 / i , �t. R330.00' ! 26,35 a6ts' S �sySCJo as37,d 19 NCQ ti0 0 1o]J I 4 - - - - \ NN^ 000,F a6l i / CDN69'57'35"W , 0`' SRr4 s 9 bti v m N� o " L f� oa P v s4, ti '20 oo s 1 ]5' Sanitary Sewer Esmt. 1 o �C O F, / / LC277.67 12 , �.y. .n 6 9ye,. �, ms o b e o1 ,5y y TRACT A-13 Instr.! 2000067058 �-R',kQ, 14� O / / / \ ?] N y n \ S! 46.e \\`�O, ,'Ld m g, rn ^ cd'• '` ? I ' o N i F , °� �o aot / V \y 3s °?' '01 CP �' 3 \ O ! cn' p / / \ O 95.00'2e \ 33, 75. 9 n m32.60 a''�' \� J�Q�� Fa° / // > z Ss 256 6r lssr v c� �- a C1 J N855 921"W Ss O- S IV .01 21.12' C/ ems` `'s `� ,d ! U5 I �'� \ \,\ / / SWI14 SWt/14 O B6, 4 °e; mmI)JQ19_�'�� 2 SECTION '`Ob ` SEC, I0 8 s Tg35•os 24 h a 5 50. ' S • a 56, 1 T-1-V; R-13-bt' ( Nl/ 23 a' 1 w �sya���$ ) 221ssor2s 10' No Access Esmt. \� \ 7 5� \ \ �( .Pw 5' % 164'43'45' . O i 1 L/J ma °55 % 154>a s �sp5 �0>/ \0 g11803'45' n ?�00, I S8 53 48� W ' `J �o\ecv0°h09 / ` 7.5' Esmt.�6'g0' 4i 10 % \6� 9? n ?O•`n 6 �� F330.11' t56.28- - =- c9g\9S o• vo / 1a, % TRACT R-A2 CENTERLINE CURVE DATA / CDN72'49'34"W S14'24'03 W ` y g82 02 \ / LC366 68' F ti 38 43' f R50 00' 75 59. opal as EOCF �y^ry CURVE LENGTH DELTA TANGENT RADIUS Cl 35 98' 04 07'21" 18.00' 500.00, :; C9 87 18 09'04'56" 43.68' 550.00' 1 ,..__ .__.__._._. ____. __ ..--_.- ____--_ ---_._.--._ __-__.._ _. i C2 152.06' 1431'13" 7644' 600.00 C10 70 47 13'27'29r 35 40 _ 300 00' C3 143.41' 19'20'02" 72 39' 425.00' C11 188.79 33'16'55' 97.14' 325.00' �O C4 47.39' 05'25'521' 23.71' 500.00 C12 70.55' S0'31'44" --- - 37.76' - 0.00_ $0.00, C5 1 113 54 7T 1 6'59r 65 73 90.00 1 C13 106 62 04.12'47" 53 33 1450,00' C6 266.27' 4656'32" 1-4-1..1-2-' 325.00' C14 41 83 0759'23" - - 20 95 300.00, C7 71.35' 2926'25 3606 200.00 5-_-70. C15 140 65 160T07 70 79' _--__ 5-0___ C8 63.10, 03'36'55" 31.56, -- 1000.00, C 1 fi 125 62 95 57 56" 83.25' ii 75.00' -_.- ------ ---_...-.-___---_-_.----- ------ -._.__- ----� C17 ! 102.84'- 10*42'49" 51.57' 550.00' .. CDN81'07'18"W=_ LC69.04' i 5E1/4 STY1/4 SECTION 8 T-1-N, R-13-W A 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 LITTLE ROCK AND PULASKI U LA COUNTY, ARKANSAS. (FIRM Community Panel # 050181 0081 F, Oct. 19, 2001) (FIRM Community Panel # 050179 0381 D, Oct. 19, 2001) 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. ALL LOTS HAVE AT LEAST A 10 FT. EASEMENT ACROSS THE FRONT, ADJACENT TO THE STREET RIGHT-OF-WAY. 6. ALL LOTS HAVE 25 FT. FRONT BUILDING SET -BACK LINE (25' BL), EXCEPT PART LOTS 8, 14, 31, 33, 44 AND 47 HAVE A 15 FT. FRONT BUILDING SET -BACK LINE (15' BL). 7. ERROR OF CLOSURE: EXCEEDS 1:50,000 8. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', UNLESS NOTED OTHERWISE. 9. ALL TRACTS MAY BE USED AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. PLAT OF LOTS 7 THROUGH 50 TRACT A-13, B--13, C-13, D-13, E- 13, F--13 & G-13 BLOCK 13 •1\ .A 11)II)111(1)V 'I (1) Illq': (111(1)I' PART OF THE SE1/4 OF SECTION 7 AND SW1/4 OF SECTION 8, T-1 -N, R-13--W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS F PLAT MARCH 2O08 As Signed BY: DATE: 4 " -Oq _ a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 ,Job # 07-795P