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Home My WebLink AboutS-0732-A Map 1P E N N B R O 0 K B L 0 C K LOT 10 LOT I I I-OT9 LOT 8 LOT 7 LOT 6 LOT 5 \ LOT 4 LOT 3 I \ IRON PIN IN ZONCRETE MONUMENT I I ZI \ FOUND S87057'02"E ------------- ----- —__--- z I I 625.34' Wr W— I i W W LD cnI Cr LOT " I I 12 W N N r am �,-- Z< I t- U) 0 —I III co DI � I �I mlLQI I 113 lni II OI LOT I 114 YI -A I I I,P.S Olml OI �I mI LOT I I 1521 I I WI I LOT I I 16 CY I� } II O I N J I I O � I ZUjZ o3F W I I LOT ZW I 17 awl OW � I S U B D I V I S 1 0 N N.E. CORNER NWI/4 SWI/4 SECTION 2, T-1-N, R-13-W t 5 3 I o-,e s. Oe __— N A 'rr. LOT 2 LOT I S l; I � r ; r,l i z.00' LF O� I N 87.37'02' W 1 18775, 30.00 1 `GNpR 300, KNOEDL COURT / 4 h 2.03• _CL RIGHT OF WAY 182.53' 0 S36033'28OW--1.39' �� I w 20'WATER LINE EASEMENT a PLAT BO K 1325, PAGE 312 Z" 0S 87.57'020 E 129.76' d+ 3 I � I /i .rti►/1 f-JN36.33'28'E»I.S9' I.P.S. 50.00' A0 Q S 88® 39' 40" E 221.19' 90.4 F�—---------- LP.S. ' a s`A0 p •� �?tag I.P. 5' UTILITY EASEMENT � \ '�F N6Z• N a 10' UTI 8 DRAINAGE DRAiNrdgGE EASEMENT /\ 25'BUILDING LOT 2 1.598 ACRES ± �� 25 L _—_-- \ \ ASE E2 �20 WATER LINE PAGE 3 I,PS. PLAT BOOK 1325, 1 � n 00 9 3?1 LPs. S 820 56 02 W I INTERSTATE 630 L7 s QD N a> N 16.34' 370E 17.27' (CHORD) PROPERTY DESCRIPTION Part of the Northwest 1/4 of the southwest 1/4 of Section 2, T-1-N, R-13-W, Pulaski County, Arkansas, being more particularly described an follows, Starting at the Northeast corner of said Northwest 1/4 Southwest 1/4 of Section 2; thence South 329.60 feet; thence West 30.00 feet to the Southeast corner of Lot 1, Block 5, Pennbrook Subdivision; thence South 11054144" west along the Westerly right-of-way line of John Barrow Road 2.03 feet to the Point of Beginning; thence continuing along said Westerly Right -of -Way line South 11e54'44" West 108.45 feet; thence along a curve to the left having a central angle of 99051'46", a radius of 40.00 feet, a chord bearing North 38001'09" West 61.22 feet; thence North 87057'02" West 129.76 feet; thence along a curve to the left having a central angle of 55029130", a radius of 120.00 feet, a chord bearing South 64018'13" West 111.73 feet; thence South 36e33'28" West 1.59 feet; thence along a curve to the left having a central angle of 29e55'35", a radius of 100.00 feet, a chord bearing South 21e35'40" West 51.64 feet; thence along a curve to the right having a central angle of 19e53'27", a radius of 50.00 feet, a chord bearing South 16034'37" West 17.27 feet; thence along a curve to the right having a central angle of 720 52'58", a radius of 50.00 feet, a chord bearing South 62057'49" West 59.40 feet; thence South 09024118" West 252.07 feet to a point lying on the North right-of-way line of Interstate Highway 630; thence along said North right-of-way line the following two courses and distances: 1) South 82056'02" West 140.00 feet and 2) North 60e18'40" West 99.37 feet to the Southeast corner of Lot 17, Pennbrook Subdivision; thence North 01°20'20" East 255.70 feet; thence South 88039140" East 221.19 feet; thence along a curve to the right having a central angle of 84036'29", a radius of 50.00 feet, a chord bearing North 24010'49" East 67.31 feet; thence along a curve to the left having a central angle of 290 55'35", a radius of 100.00 feet, a chord bearing North 51031'16" East 51.64 feet; thence North 36033'28" East 1.59 feet; thence along a curve to the right having a central angle of 55029'30", a radius of 180.00 feet, a chord bearing North 64018'13" East 167.60 feet; thence South 87°57'02" Fast 187.75 feet to the Point of Beginning, containing 2.289 Acres, more or less. PROPERTY LINE - R/W CURVE DATA L = 550 29' 30" L N 29e 55' 35" T = 94.69' © T = 26.73' l� L = 1 74. 33' L - 52.23' R t 180.00' R - 100.00' L - 29e 55' 35" L t 55a 29' 30" T © = 26.73' /� AS T e 63.12' L - 52.23' L e 1 1 6.22' R - 100.00' R e 120.00' 0 = 99051'46" T = 0 47. 5 5' L = 69.72' R N 4 0.00' �I \ �NI s-L I 0 O ti LEI Cr QI m1 vxIr `sdD t"luir!�ot �sE�,Cwrs r.puIRED Q ADDMDj'?AL MSEMMTS ARE REQUIRED AS stern! yy DATE -me. iZ L,Oe f oLk Ug'/Y,..tn,c.�'7,1,1 W'_tev 1NbVI'S U'q 17- 9/ E a'semePr ld t7 RI 3 80vw I AS RKLA EASEM[NT APMVED EASEMENT REQUIRED DATE J UY . � k O if AR:14SA1s a e RE ;S- P.ED PRoFrssloSi.L ENGINEER W at # �cNo.4943 �Z.3 LO NIiyy D 4 ifY—lf-1f t ttt opt 11 10 x7 • N0.957 2;r: .�i v>r.nen Lh0 .,J ''t�It11111Ht',t 30 0 30 60 SCALE L 9 VICINITY MAP SCALE: I"= 2.000 LRTIFICATE OF OWNER We. the undorsigned, Owners or the real astst• •hown s described herein, do hereby certify that we he ve I,id platted, and subdividoJ, and do hereb off, plat, subdivide @aid real estate in ac •nee w h this ple use A teas Source of Titlei OC V Li CtMi•IC//ATf OF sVRVtYING AccuAACY , hereby cor tl fy that this P1•F aortae y Loprawn • • ounduY survey mach or vulfled ✓y A•, OIL monuments raQul r.4 •O LU•i1Y OY 11t •nd nre correctlyy shown haracn end Chet ell ear v.ying to uiroman ce of the Lltc Is nook subdivision Rules and Regulation. have been compiled with. tees as "eau on •me Regie Coro) Pre [easlon•1 Lend surveyor No. Arkansas CERTIFICATE of ENGINEERING ACCURACY I, use Lowder, o hereby certify that this plat carreccly reprise hE i pladn m•do by me, slid that the engln...in, requirements of the Little Rock subdivision Rule, and ROqulstiona have been complied with./ 5-/7- ate Of sou on oq •[ore r �u Enginaor No. Arkansas CERTIFICATE OF FINAL APPROVAL Purauan[ to the Little Rock Subdivision Rule. and Reg a le tions, and all of the conditions of approval having been completed, this document is hereby accepted. This Certificate la hereby executed under the authority of sa,J Rules and Regulation. Dat�Execution L.R. Planning Commission CLATIr ICATt OF AECORDINO This document, number filed for I ... rd 19 nn 4 'hook Page e — Signature ace Clark CERTIFICATE OF OWNER tie, the undersigned, Owners of the real estate shown and described herein, do hereby certify that we have laid of'_, platted, and subdivided, and do hereby lay off, plat, and subdivide said real cstar" 11. y-Cordancc ,ItLh this plot. Date of Execution Signature Name Address Source of Title: D a� C Fr v ET C w ad Q E=- DRAWN 9y: APP*OVtO M SCALI: I" = 30' GATT: JANUARY 3, 1991 �3 N LL F. In OO W ' =Z zv ErI Q W 07 Z F• TZ W ' F-Ztn �O Oa 6 OZ O Q to �- F-uZ a LnY 2F— Z Q Q W 0 �Q Y O Q Q� Q OIT i, y: �Y F I- OQu aW0 Uam o d= 00 W JAY 00 aka ZZ ZWJ YY �Hd F G PROJfCT No. n f1 n I rC A SNffT NO.