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HomeMy WebLinkAboutS-1252-A Map 1CURVE DATA DELTA - 12'14'01" TANGENT - 61.39' RADIUS - 572.88' LENGTH - 122.32' N74' 18'45"E 122.09' OUND 1 /2'/' Coo, / � ' , I�tON PIN D,NG 50 25 0 50 100 OF 1 "=50' 6, gP2�� / 3g85 69�A �i J ENj� 3r,E A2 Sao BEM J "". wE`'�eaa� • . 18�/ N05'31 '36"W �2///// DF e 30' P/L TO CURVE DATA gRVN� 1�ksE'i OUND / / \ EASEMfA7' DELTA - O6'59'21 " CEO N6g� • I % / ` 1 / / TANGENT - 60.15' \\\ RADIUS - 985.00' i �g2•�2 't95.� / LENGTH - 120.15' / ' ®' / / acEss °' N1T17'03"E \ 55.56' / / Op io�N �NL 30' P/L Tq (CHORD) 1"L '• F EASE \ R� N lsse/ � LOT 2.1755 AC ES t /O NUND 1/2" g� \ \ '\ \/ IRON PIN 25 Yoe 0.6$4 ACRES t c^ \ VFW �\ 49 A ' / Vow\ oVV \\\ CURVE DATA ® RED " S22'32'21 "E ��� \ „ \ ,\ DELTA - 87'58'29" \ 102,36' 2 % �� 9 \.\�Co) TANGENT - 38.61' ) /N6g0 RADIUS - 40.00' \ \` �� OUND 1/2" IRON PIN O ! 1> - - 1; ti r_ ZI , I It I II \ 1 a I ' LENGTH - 61.42' ` / / / > J \ '0� Z� 10' UTILITY EASEMENT I ' \ / 2 (5 EA. SIDE OF P/L) 90 10' WIDE O ccEs 5' SETBACK LINE d+� AP&L RIGHT-OF-WAY 1 n �:�/ /6 / P / EA. SIDE OF P L FOUND t/2" \ �0� / EASEMENT NO. 83-17054 ' IRON PIN / "POINT OF BEGINNING" - PAGIS MONUMENT �' a \ \\ ' 15REAR SETBACK /------_�; " G 7 _ // VVV 0,3 o \ ., \ \\ f / / / ,i / / 6'06"W 504.58' -f _�_ o LOT 1 \ •� �� N87*49'22-'Wf 1V- CURVE DATA o o f \ / �• / / 373.30' � 0 C> ta Z 2.690 ACRES t \ / DELTA - 26'27'10 0 T 0 1 rn \ i'90'/ LOT 1 TANGENT - 155,15' RADIUS - 660.10' LENGTH - 304.76' `" S 0 0 ,=1• Sig �, i /.� a0•1 0 / / 10' WIDE DRAINAGE & UTILITY EASEMENT \ i 95j� . • ' 10' SETBACK PAGIS MONUMENT FouND 1/2" i j IRON PIN / LOT 2 R i'.p6 / (PLAT BOOK B, PAGE 123) 3 FOU D 1/2" _ _ _ IRD PIN S89-50'33"W 100.14' rkoN PN i LOT 4 K 0 G E R E X E C U T I V E C E N T E R i (P L A T B 0 0 K A, P A G E 8 9 5) CERTIFICATE OF SURVEYING ACCURACY I B. MICHAEL WATSON , 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. Date of Execution B. MICHAEL WATSON Registered Professional Land Surveyor No. 957 Arkansas ` THE MEHLBURGER DR DR JSV FIRe� rmgw .-s":,er"r. CHK BMW 201 South Izord ❑ Little Rock, AR 72201 0 501/375-53311 APVD BMW 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 with this plat. CERTIFICATE OF RECORDING This document, number filed for record 19_, in Plat Book , Page (Signed) CERTIFICATE OF ENGINEERING ACCURACY I, WES LOWDER , hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution Name DENNIS MCCURTER Clerk Date of Execution Wes Lowder Professional McCURTER LAND COMPANY L.LC. No.istered Engineer Arkansas Address Source of Title: instrument No. QQVdVQ O� ��C�MG'�QGJ4�3 THE PLANS AND SPECIFICATIONS' INCORPORATED HEREIN, AS A PRODUCT OF DESIGN SERVICES, WRABIFV SCALE BARONE INCH ON ORIGINN AL DRAWING. IS THE PROPERTY OF THE MEHLBURGER FIRM AND IS NOT TO BE USED IN ANY OTHER DESIGN ® t" IF NOT ONE INCH ON WITHOUT EXPRESS WRITTEN PERMISSION, THIS SHEET, ADJUST NO. 7GTE REVISION BY APVD THE MEHLBURGER FlRM SCALES ACCORDINGLY, NORTHEAST CORNER OF SECTION 9, T-1-N, R-13-W - P A G I S C O O R D 1 N A T E S O1 N148488.0994 El192921.7000 O2 N148296.3404 El192443.8389 Q3 N148296.0651 El192343.6988 ® N148589.4565 El192271,8537 N148642.5076 El192288.3611 © N148693.9895 El192396.8446 (J7 N148842.4354 El192766.6795 ® N148875,4467 El192884.2203 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. Date of Execution L.R. Planning Commission FINAL PLAT OF PART OF THE NORTHEAST 1 /4 OF SECTION 9, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS /� EasementASVV8pproved T " Easement Required _ 0 F,` I C I PAL Wffl R_ 1,&rJN0AD0M0MLEAMMREWj05� ■ADDITIONALf Y01 AS SH pQY�,.�- 101 c .sic-/w e - S c-rrQ - cr No •I- -R��,',•�'y-� ✓ h4JClILlX1'a[C r`QY l-0� PROPERTY QES Il,Tt PTION Part of the Northeast 1 /4 of Section 9, Township 1 North, Range 13 West, Pulaski County, Arkansas, being more particularly described as follows: Starting at the Northeast corner of the Northeast 1/4 of Section 9; thence South 43'45'44" West 82.71 feet to a point on the Westerly right-of-way line of Shackleford Road (R/W Varies); thence South 02'07 00" West along the said West right-of-way line 928.25 feet; thence continuing along said West right-of-way line South 00'31'51" East 72.47 feet to the Northeast corner of Koger Executive Center Unit I as recorded in Plat Book A, Page 895; thence North 87'49'22" West along the North line of said Koger Executive Center 373.30 feet; thence continuing along said North line North 71'46'06" West 504.58 feet to the POINT OF BEGINNING; thence continuing along said North line South 68'08'06" West 510.90 feet; thence South 89'50'33" West along the said North line 100.14 feet to the Easterly right-of-way line of Centerview Drive (60' R/W); thence along the Easterly right-of-way line on a curve to the left having a radius of 660.10 feet, an arc length of 304.76 feet and a chord which bears North 13'45'35" West 302.06 feet; thence along a curve to the right having a radius of 40.00 feet, an arc length of 61.42 feet and a chord which bears North 17'17'03" East 55.56 feet to the Southerly right-of-way line of Shackleford West Boulevard (60' R/W); thence along the Southerly right-of-way line on a curve to the right having a radius of 985.00 feet, on arc length of 120.15 feet and a chord which bears North 64'36'46" East 120.08 feet; thence North 68'07'49" East along the said Southerly right-of-way line 398.51 feet; thence along said Southerly right- of-way line on a curve to the right having a radius of 572.88 feet, an arc length of 122.32 feet and a chord which bears North 74'18'45" East 122.09 feet; thence South 05'31'36" East 389.16 feet to the POINT OF BEGINNING containing 5.549 acres, more or less. 1,111111111 REGISTERED PROFESSIONAL ENGINEER _ No 4943 x�`�,Gr IS r'f�, .", �e le eo STATE OF'•, ARKANSAS ? N0.957 v4 -51Tpg� to ;• CA ELAwe 11111111111100 SHEET 1 OF 1 DATE 10/4/99 PROD 299-152 NO, A 11 C 11