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HomeMy WebLinkAboutZ-8447 MapMINIMUM FINISH FLOOR GRADES LOT # ELEVATION 3 410.0 - - 6 .._ 405.0 7 407.0 - 25 402.0 26 405 0 27 381 0 - 28 382 0 29 382.0 - 30 382 0 31 391.0 32 392.0 -33 393.0 34 406.0 - 36 396.0 422.0 _41 42 421.0 43 420.0 46 417.0 47 424.5 - 48 425 0 -_ 49 _ 425.5 _50 426.0 _- 100 0 100 Scale 1" = 100 ft - _-,-f-_--_--,-- I I NW Comer I NW1/4 SWt/4 I SECTION 8 I I I I I I I I I I I I I I I I I I I I 4 4- 43'- N89'20'35"E23S62S 1 i N�342b,5 22 91.51' )0200„ I CDS41'0z�s E pR,O21 $4 91.51 _ > ' J). e I S82 10' No LC47.49' 8483 y �°go Q3j, ®I 149.383„e Access Esmt. \ 8 m s ,a5� % _1 25 S74'SS' J a a 1° � I e 22.291 20, l x 1 >O \o'° °a , 47 lo"i , 1 I Jo, b p ?9.64, f p10 lu 20 ^ 46 '9. " , . ' 1 6 's. � ry sk ".9.6q` ©56�49'7 •r"O'~ 1 / S S 1 Bas I ^' 0 $ `b' 2A. 9S 60 3"f ryro'`^� n ss59,3r I 7.s m oil BLOCIf o a ^ y5 J s> /1 SS 1 66.53' I 1 I L5� _N ehd 49 a „"', 0.9 �,.f •O, I 84.89' _ �` a`'° �5 6C r 9'2d \ Z 19 ry4 120.00' - I 58s'os'04'E 27.96, 22.21 - \ �1; n 5 931 0 \ ? >s? . 1d, TRACT F-f3 79.14• Cl I sszoo-4,r r 1 10.32•�S, \coNW-cn,- b^ I _1'd1`-2S.8' 5C'•'-, Zi ' �n �1Cj21.9 SS0T>?: 9' 01 63.29y.8 i i 446>8514 �28'65 "d1 is�4.d` �0 7.3'- "'rJ �6 0b m I II^ "'u`. Q'•,." 'hry ` 1 s>• 1s'L � a'• � >'z� \emil'''• 80d I I I43� '�o b44 �86a & ')" y 42 a'>. I I I nry3� •' o, `•' " ry � � 2-\� 91.83',so• I ' P`'ry119.23I °j5 95.55' o'o. a�6°d ,7 , I I 9 9g ) D. No A.42-41 a cce I I�; q'ZS O ` Esmt. 13 9 � \TRACT B-13 do 5 I tVE1 j'4 SE114 SECTION 7 T-1-N, R-13-W BENCHMARK- chiseled square on top curb on lotline between Lot 32 and 33, Block 13 L -Elev. 397.72 ARKANSAS STATE PLANE COORDINATES NORTH ZONE N 146131_67- _---_ E 1184761.42 I N 145975.79 E 1184645.74 I N 145863.77 E 1184643.04 I N 145798.84 E 1184596 93 I N 145548.94 E 1184578 65 I N 145546.81 E 1184525.21 I N 145524.81 E 1184469.69 ! N 145584.31 E 1194403.23 I N 145594,96 E 1184335.02 I N -- 145557.74 -- E -- 1184325.46 ----- I N 145666.01 E 1183975.13 I N 145765.31 E 1183894.54 I N 145860.46 E 1183633.69 N 145837.21 E 1183546 20 I N 14%40.83 E 1183445 79 1 --N 146311.79 E 1183253 17 -- -- ! N 2 146624.4- E 118302712 1 N 146689.28 E 1182967.91 I N 14676_8.28 E 1182948.82 ___ N 146841.17 E 1182964.63 I N 1- 905.64 E 1183011.89 - I N 146929.43 E 1183093.31 N 146930.48 E_1183184.81 N 146898.38 E 1183247.44 N 146877.70 E 1183395.38 N 146843.98 E 1183520.55 N 146806 35 E 1183608.44 I N 146838 35 E 1183624 36 I N 146802.52 E 1183655 54 N 146785.98 E 1183661 10 N 146743.14 _ E 1183660 44 N 146718.23 E 1183698.76 N 146736 20 E 1183737,64 IN 146737 65 E1183754.10 _ 55 N 146722.67 E 1183799 84 - - --- 36 N 146689.95 - E 1183830.43 S7 N 146646.78 E 1183880.99 SS N 146618.41 E 1183922.93 N 146598.08 E 1183949.10 N 146559.54 E 1183992.50 N 146503.80 E 1184084.64 N 146375.46 E 1184423.41 I N 146326.11 E 1184527.81 I N 146292.98 E 1184585.54 I N - 146247.81 E 1184642.99 - 1 N - 146175.57 E - -- - 1184711.55 I - N 146150.54 _ -E 1184738.45 . � 6•\h 0 I I '64- 116. 14 35 .9. /y 4 1n W 1 34 -6 .5 I rn S ,gy?"'Y'+1 {g • 1?1i9 5�"42��'�1al69 5•5 556 17.61TRA C-13 6I /t, O16 96 1 300 R85.00' S ,gy?"'Y'+1 {g • 1?1i9 5�"42��'�1al69 5•5 556 17.61TRA C-13 6I /t, O16 96 1 300 R85.00' - CDS18'34'22"E 44 SW1 NW1 % % LC 17.46' SECTION 8 R-i3-W R50.00'-_ CDSOO'52'51"W LC42.83' S56'58'23"E \ R85.00' 45.70' `, 11 R50.00' I CDN84'58'00"E LC16.54' CDN65'11'42'E LC42.83'' J CDS710'51'38"E LC 48.11' x 1 33 34 �S4 35 \off U 13 9059 °d 2d Ss. ti \ �kti 1 9pa3 SO 2fIf, 38 9 7/ S 3��' O \) 10 144.23.05 2 0 p Os' �•p \ .Ma A. A ry Tll� O TRACT B-13 <o o 120.03' s` r ,9dT' ti a5y, m ,n 35 1�'2335, S6, 40 r'• 1'55 143'51.3p" rn aoo 9� 9d'1' 3163.23' /1930' 3 z r 59' .3 s p 5 OD 36 9i'10'2d'- ;, o 8g 115100,0. �. Q7 1f / ` , s � "� b o- `� � 9 S `� / o a� E1 `�v d: y15T56SS7;'. 9347'2g� 0 o s ,i � . �.'1 ,I 6Sg2oSA 1856'�61 715.06' $oo, \ t NI j \ g' 1p60or;SSy.�,\BM rC. \Nv 37 1�) 9T °1 706.1 all, II \ \ \O J T,.�N \ p0'^• ?'Jo' J p I 9 1 \ m 32 \ �� .�h s I I to R297.50 CDS49'30' 14" E LC66.48' LEGAL DESCRIPTION ................. PART OF THE SEl/4 OF SECTION 7 AND PART OF THE SW1/4 OF SECTION 8, +'' (,1STER ° �•, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY 4� .••'••"•• DESCRIBED AS FOLLOWS: if ! 2.0 STA OF. %.• BEGINNING AT THE NORTHWEST CORNER OF TRACT R-At, WOODLANDS EDGE, AN ADDITION 12816 i TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE ALONG THE WEST LINE OF SAID TRACT R-At THE FOLLOWING: (1) S36'34'51"W, 194.11 FT.; (2) SO1'22'40"W, 112.06 FT.; (3) 53522'58 W, 79.64 FT. AND (4) SO4'10'56"W, 250.57 FT. TO A POINT ON THE SIONA URE NORTH LINE OF TRACT R-A2, SAID WOODLANDS EDGE; THENCE S8743'06"W ALONG SAIDNORTH q� LINE, ; THENCE INE, 59-72 � ALONG SAID NORTH LWESTER M9°��'rr} �'1�j1.7AL THENCE N48'09 58" CCONTINUING SAID NORTH LINE, 89. 0 FF.; THENCEING Y . CONTINUING ALONG SAID NORTH LINE EXTENDED, BEING THE ARC OF A 50.00 FT. RADIUS L......... ... At" CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N81'07'18 W, 69.04 FT.; THENCE SI V24'08"W, 38.43 Fr.; THENCE WESTERLY ALONG THE ARC OF A 330.11 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N72 49'34"W, 366.68 FT.; THENCE N3TO3'41"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 N69'57'35"W, 277.67 F.; THENCE S75706'5Tw, 90.52 FT. TO A POINT ON THE SOUTH LINE OF THE NWt/4 SW1/4, SAID SECTION 8; THENCE N8756'12"W ALONG SAID SOUTH LINE, 100.48 FT.; THENCE N22'14'387W, 508.83 FT. TO A POINT ON THE WEST LINE OF SAID NW1/4 SW1/4; THENCE N35'52'09"W, 385.79 FT.; THENCE N42-23'43"W, 87.82 FT.; THENCE N13'35'09"W, 81.27 FT.; THENCE N12'14'15"E, 74.59 FT.; THENCE N36'14'42"E, 79.94 FT.; THENCE N73'42'43"E, 84.83 FT; THENCE N89'20'35E, 91.51 FT.; THENCE S62'52'00"E, 70.37 FT.; THENCE S8702'33"E, 149.38 FT.; THENCE S74'55'22"E, 129.64 FT.; THENCE S6649'13"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.U0 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF 300'52'51"W, 42.83 FT.; (4) S56'58'23"E, 45.70 FT.; (5) NORTHEASTERLY ALONG THE ARC 3SFr.; FF. RADIUS CURVE TO BEARING AND DISTANCE ®0'r 42 (6) NORTHEASTERLY ALONGETHE ARCAOFHAR8500 TOFTHESLEFF,2A 04 %1 CHORD BEARING AND DISTANCE OF N84'58'00"E, 16.54 FT.; (7) EASTERLY ALONG THE ARC OF A A Aa A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S71'51'38"E, A 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' 14" E, 66.48 FT,; # R E C 19 T E Ili E r (10) 555'55'21"E, 50.65 FT:; (11) SOUTHEASTERLY ALONG THE ARC OF A 252.50 FT. RADIUS I•RRF63RIRlVAL CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S52'08'52"E, 33.13 FT.; (12) 1 tNGINtEt S4824'02"E 58.04 FT. 13 SOUTHEASTERLY ALONG THE AR F A 7. . RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S58'49'45"E, 107.69 FT.; (14) S6T15'03"E, �� 10 * �" ry 362.27 FT.; (15) SOUTHEASTERLY ALONG THE ARC OF 727.50 FT. RADIUS CURVE TO THE RIGHT, A TWO 10 *V 5033 0 CHORD BEARING AND DISTANCE OF S6442'01"E, 115.49 FT.; (16) S60'08'45'E, 66.55 FT.; LOFGTHE ARC TO THE RIGHT,CHORD BEARING AND DISTANCESOUTHEASTERLY S51 49 36"E,F73.07 Fr.; (18)RADIUS S43'30 14EE 99.60 FT.; ) 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 SO. FT. OR 30.5911 ACRES MORE OR LESS. �\^ R252.50' CDS52'08'52" E LC33.13' R297.50' 2A. / CDS58-49'45"E o . LC107.69' \ 41 � \ ,piy7 pfQ,gtL`� TRACT A-13 \ \ `S69'1S- 36Z2j 34.171 7/.tx1 eAl 70 `71 : N � so• � 622, 10 /?q ° kk� OD ry ryo\ ^ry ?AOJss 6� S�3S. 8g29' 2 5 { %� II \` �S315 $ 1420 0'7/01,7 p l o�w rya so 9 ,zs1 r TRACT B-13 S_151v 12,4' ,�� 95 °° 1T°� •� % `5 `�\I\ 9 \ I I � LP�i �\15$" t8s30'Sd�1''2 4 >6,p1, I �� 3� 01� 311azaess'" ols \2A6" a r'o I ,a 183ovioT jqV•- 15' EIL ,24°5°6•pp+�y�26 N �0- ?yN oAv j$"'\\°2• e4`� S`5 (�'S /'iA` u' \i-'� b , 93'39't5� / \ l �.o °.. 952 ^o , / i1o1. `' �0.5 0 0•L � j / zz 1 .0\ ml IBLOC '' SN� rn1 i $1 �,od g •.o /TRACT B-/ f3 ,05" • ^^d SW for 82.06' 0b67.34' a%/ y i I NW• Tar 4W1,r'4 \I sEc IGN s N8T56'12"W ST5g063 13g 41 0.48 R330.00' \ °o'F• 1 / CDN69'57'35"W o°�Ra"'�o LC27` .67' 1, ACT 3B P, ,ANDS EDGE P,-T H-996 R727.50' CDS64'42'01"E LC1 15,49' I 0. o ,400e � \ S, ! \\ 43 ,6 �B sss\Q 44 � ze' 45 'ls 63• 88'11'35 I 3d 13 98.61. TRACT A-13 2 0 0 m. 1d \s• o 00 �J15686g P• °O i 14 hti s9 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. i 23 08 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 A D REGU TI NS HAVE BEEN COMPLI D TH. ' DATE OF EXECUTION TIM THY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING 4008027734 Received: 4i23/2008 2:57:51 PM Recorded: 04/23t2008 03:08:28 PM Filed & Recorded in Official Records of PAT O'BRIEP, PULASKI COUNTY CIRCUIT/COUNTY CLERK Fees $15,00 R252.50' NE1/4 SW114 CDS51'49'36'E SECTION 8 LC73.07' T-1-N. R-13-W s � R� R297.50' �CDS47*03'22i'E GO A� LC36.74' "3'3' 0" t91 Sg\ w y p el 6 °4? \ ,C ci J�. {'`7' 1 5 7 1d •`S�/� / p �\ \ "i�ni� .�P>9 o °77 s �\j o s ss� ,o"q\ 9 TRACT A-13 i>S g•4d 7»SS > `V 9 kM few o J ^As 6• 5• ,yro �F �`�`• 1 exc ,z� l� < S• ry� 119,`3• rl� ,� [ltstr water 7�8 a p�y e. �°i sy ` \sfr \# 2013psnlj ( SY v� ` tiro J2328 2��yo 50.0' 2po 511'- �< .`ta 90 \�� � � 3p\ >6� `\ � 00 ✓J od e"' 0^ 'BJ. ��ss, \ 0\ >�2 ry by / �16 151 pS55,• 3. � 1 '�. 'oa A, 18 8g3a1 5 4' 12S,o2, 1 _ I 0 2J.54. \ , rGa srssxs s y h �51 a I o� \) 0 7 G O J� yg??IeF YC ) 0^ s5 ry o 363g 6e e ry0. ,73• 9356 9 d 16 'S5 1 7�t96 '`ryo. ( '�',f. 2y �" 6 �se,o'os'9'y `'."'\ 'y� 55BL0CIf 13 a 1 TRACT R Al n t o 4 I WOODLANDS EDGE S23'2d SS,,\ ..3.- y �\ { o. Ca 1 SO'S7 , ��.11 . 26 \962'83m j, -� / l SWI%4 SW1/4 SECTION 8 1 T-i-N, R-13-W ` L�J CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS Cl 35 98, 0407'21 18 00 500.00 C9 8718 09'04'56" C2 15206' 1431'13 7644 6W.001 C1O 7047 13'27'29" C3 143.41' 1T20'02' 72.39' 425.00' - Cil 188.79 33'16'55" C4 47 39' 0525'52 23 71 500.00 C 12 70 55 51731 44" 113.54' 266.27' 71.35' 63.10' 7716'59" 65.73 90.00 C13 106.62 0412'4T 4656'32" 141.12' 325.00' C14 j 41.83' 0759'23" 2926'25" 36 06 200.00' C15 140 65 16'07'02" 03'36'55" 31.56' 1000.00, I C16 125.62 9657'56" C17 102.84' 1042'49 jr� VO e ob N� �s �� A .TRACT A-13 q9S yd %2� �1\� �. �y>� 3 I 1 G6.\ 8 H \ \ ^ ^kb 126.5 V 2a 7� ! 1 \ 6 Cy h % s� //>g' '� �O• \ - - - - - - - - -I-' \WSJ• e `�? '(°^�4S• - 25 7 .gJ`, ?7 ^^°' 0°' 10538' ��65. 84.71' .off' 8818' S �4�, P,r (�g532'1d ,y� 1.9 � o � .M10 40 101.6,5 (4 - _..y _.__.+ __ _ _ t t y ' �Ssoo� S < 7q `^dry, U U 20 06 �o � � 15' Sonitory Sewer Esmt. 1yP h eJvse, seoa \I& d q b ^5y°P y TRACT A-13I Instr. 2000067058 ' \ ka Js3'9z F 1 10 icy°- - °a 21 8r u oo2v 25 e, \b4J'ss sFs,t 73.87'-16.9z2_60 ^^6� dati� �� Cl1 N85oT41"W^°,b°^'��° .��li c>� � 1� j I11 025'0 70z ts.s2' s0.3'ia or, 1�'/ •�'' _O `r? I. I 1' / A rory \ d3 21.12' w .. ok LS�m'� i 10.19_ 7-�S �io s5 p N i t d6,s, ^� / S a & ,,1:4"� t� N 0• Y � �1 ` 56'40',5" s jg3vo5 24 n e9 ad 50 °je° a \ \ 15• `� , 9;\gdryry I� 10' No Access Esmt. tl l l O9 S .0 158'02.25 f / \ t \ 'ht. .r 5• / t64'43-45. 8 , , , \ .,.{ t 1 V\ne 910g5 7 0>� m �05 10j. \�. ttao3'as" b a, I 58743'06'W t ° 8 1<\ 7.5' Esmc 1Svo c )st g n s� r; 53.48' \ -156.28' 6 fig; 20• o S8�- 592310,N TRACT P-A2 CDN7249'34"W S14'24'03"Wj' 68 �2 i LC366.68' yFryry 38.43' j R50.00' O7 WaoDLarlDs teGr Jam' 4. 1 ----1_a__-..--- 0^o f' CDN81'0T18 W ----- �� LC69.04' 43.68' 550.00' k�� L j SE i %4 SW114 SECTION 8 35.40' _.. 30000' -- �pti• % T-1-N, R-13-W 97.14' 325.00' �Q 37.76' 80 00, 53 33' i 1430.00' 20,95' _ 300.00' 70 79 500.00' 83.25' 75.00' 51.57 550.00' 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 COUNTY, ARKANSAS. (FIRM Community Panel # 050181 0081 F, Oct. 19, 2001) (FIRM Community Panel # 050179 0381 D, Oct. 19, 2001) 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 aaACCORDANCE WI HIS PLAT. 2;3 iTp ' DATE OF EXECUTION Rocket P op rties, LLC by Ron n , member 2024 Arkansas Valley Dr. Little Rock, AR 72212 D.R. PAGE 2001056467 & 2003033275 INSTRUMENT NO. CERTIFICATE OF FINAL APPROVAL 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. t1 DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION 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 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 FINAL T MARCH, 2008 As Signed BY: DATE: - 13 w==-D 1Tmw a` llmocm11 lCiAJ, me 2 l ,,7 [j]CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING S-1313 -` y 024 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 Job # 07-795P V�