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Home My WebLink AboutS-0636-J Map 3FOUND "X" FOUND 1/2" IN CONCRETE REBAR w v I rr0 > PAGIS COORDINATES d - U NO. NORTHING EASTING LOT 14 IOD O t 1 148537.81 1199536.18 PLAT E-81t O 2 148352.73 1199530.09 z U io io J_ 3 148349.16 1199653.36 W fr C-3 4 148162.61 1199647.13 - - w 5 148161.91 1199699.12 FOUND 6 148035.98 1199695.22 CAPPED REBAR 0 0 o 7 148036.37 1199683.08Co I ^ U 8 147976.30 1199681.22 C\i(n 'o 9 147985.10 1199400.93 + rN\1 Z !u 10 147960,92 1199375.17 I w Q o 11 147860.82 1199371.63 - io Y 12 147852.05 1199311.65 I N as ao 13 148089.82 1199319.29 aD w 14 148089.34 1199379.29 0) FOUND 1" 15 148176.21 1199382.09 PROPOSED I I I Q OPEN PIPE 16 148377.41 1199430.30 LOT 12 (�I I I -----10' UTILITY & 17 148525.81 1199504.15 I DRAINAGE DT i 18 148538.41 1199534.38 O LOT 22 I I w ° rO to O PLAT F-252 h � zI`," <o _ I ICI" W O S01°46'33"W to FOUND 5' UTILITY & OD 001 5 125.99' O .r- 0 CAPPED DRAINAGE d• O O I REBAR EASEMENT I I m T o�.._.._.._..TI.� o CY O: O SO1'46'29"W 131.76' CAPPED FOUND 5/8" D)FOUND REBAR N01054'37"E O S01°54'37"W 186.66' O I I I REBAR 128.31' -..�.. _.._.._.._.._.._. I i W11• I NI I I w LOT 25 *' I I w KANIS COMMERCIAL O N SUBDIVISION 0. N w i h! °a w _> ? `7•'>� O rr �) ( x co O S01°52'59"W 185.18' O O t;�Q' I I I o Q GO _.._.. \. 18 \ 6Ti22'36"E rL m I 1r i I i0 3 7 Cld` �pJ I I I 2 b O Q�P \ N 44 ODD \ \ ti Iz: �` Q ;yT 17 N�sa ` \\ I I I iOD Oro O �,^ 2�, • . \ \\ 15' UTILITY & I z �r m co A k 2J�F \ DRAINAGE EASEMENT I Z 16 N. 1 I I � cat is , k �� 3g731,Zp� \ S262 0 Ri OR 16 ` /- ti \ �, wj /V 2-0 25' BUILDING LINE ,�r� 1p u, tS. f 9g-"/33 4@E C�s a S01050'28"W _� 110.06 0 iy 110.15' 11 86.91' w 14 'S`28, o,.ty N01°50'28"E ZO �O io O '3 = CH. cy I o KANIS PARK DRIVE I o 0 •O (60' F1/W) . O _So1'50'28"W 0) (0 . t0 Zo 86.94' OD CURVE DATA � 13 N01°50'28"E 237.90' _ 12 z NO. DELTA RADIUS TANGENT LENGTH A 98°09'41" 25.00' 28.84' 42.83' B 25"57'54" 520.48' 120.00' 235.87' C 25057'54" 460,48' 106.16' 208.68' D 81'50'19" 25.00' 21.67' 35.71' E 89"56'10" 25.00' 24.97' 39.24' F 89'56"t0" 25.00' 24.97' 39.24' NOTES: i. SET 5/8" REBARS AT ALL LOT CORNERS UNLESS OTHERWISE NOTED. _82,77_ N01°44'48"E 235,86' FOUND 5/8" REBAR I LOT 1, 12TH STREET APARTMENT SUBDIVISION OUT IN THE WOODS APARTMENTS IQ VICINITY MAP PROPERTY DESCRIPTION Part of the Northwest 1/4 of the Northwest 1/4 of Section 11, T-1-N, R-13-W in Pulaski County, Arkansas, more particularly described as follows: STARTING at the Southwest corner of said Northwest 1/4 Northwest 1/4, Section 11; thence South 88"50'00" East along the South line of said Northwest 1/4 Northwest 1/4 a distance of 164.43 feet to the POINT OF BEGINNING on the proposed West right of way line of Kanis Park Drive; thence North 01050'28" East along said proposed West right of way line of Kanis Park Drive a distance of 237.90 feet; thence South 89°32'35" East 60.00 feet to a point on the East side of the said proposed right of way line; thence along said proposed East right of way line North 01"50'28" East 8691 feet I f thence continuing a ong said proposed East right o way line along a curve to the right having a radius of 460.48 feet, an arc distance of 208.68 feet and a chord bearing and distance of North 13°28'30" East 206.90 feet; thence continuing along said proposed East right of way line. North 26027'27" Fast 165.76 feet; thence continuing along said proposed East right of way line along a curve to the right having a radius of 25.00 feet, an arc distance of 35.71 feet and a chord bearing and distance of North 67°22'36" East 32.75 feet to a point on the South right of way line of Kanis Road (R.O.W. varies); thence South 71"42'14" East along said South right of way line of Kanis Road a distance of 1.89 feet to the Northwest corner of Lot 25, Kanis Commercial Subdivision; thence South 01"52'59" West 185.18 feet to the Southwest corner of said Lot 25, Kanis Commercial Subdivision; thence South 88e20'32" East along the South line of said Lot 25 a distance of 123.31 feet; thence South Ot'54'37" West 186.66 feet; thence South 89"13'58" East 52.00 feet; thence South 01°46'33" West 125.99 feet to the North right of way line of Kanis Commercial Drive; thence along said North right of way line North 88612'06" West 12.15 feet; thence South 01°46'29" West 60.09 feet to a point on the South right of way line of said Kanis Commercial Drive; thence North 88°12'06" West along said proposed South right of way line of Kanis Commercial Drive a distance of 280.43 feet; thence continuing along said proposed South right of way line along a curve to the left having a radius of 25.00 feet, an arc distance of 39.24 feet and a chord bearing and distance of South 46'48'26" West 35.34 feet to a point on the said proposed East right of way line of Kanis Park Drive; thence South 01050'28" West along said proposed East right of way line 110.15 feet to a point on the South line of said Northwest 1/4 Northwest 1/4, thence North 88050'00" West along said South line 60.00 feet to the POINT OF BEGINNING, containing 132,803 square feet of 3.049 acres, more or less. POINT OF BEGINNING POINT OF COMMENCEMENT FOUND 1/2" REBAR AT THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF THE NORTH\NEST 1/4 OF SECTION 11 S01o45'55"W LOT 436 TWIN LAKES ADDITION FLOOD PLAIN STATEMENT NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 050181 0082 F, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19, 2001. FOUND 1/2" 663.76' REBAR - -_-Q 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 esta a in occor once with this plat. Date of Execution Name " r i '_ 7 w-7 Source of Title: D.R. Instrument No. A Address _ Page - 9662 CERTIFICATE OF SURVEYING ACCURACY 1, 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 Vatson Registered Professional Land Surveyor No. 957 Arkansas Z"- ] CERTIFICATE OF ENGINEERING ACCURACY 1, 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. /G1BD3 ' " Date of Execution Wes Low er Registered Professional Engineer No. 4943 Arkansas 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 regulation Date of Execution L.R. Plan i Commission CERTIFICATE OF RECO ING This document, number I() filed for 1,:(,- 2Z -, in Plat B/Jook' Page p� n % (Signed) , Circult Couht,y iilor�, F INAL PLAT "+} Signed \\tttttttttfr /// y k ty� �� BY: r � \ lS DATE: ze 0 VrATE OF % ARKAAPNSAS % i `4�11S47C0UNTy FQa"� x5 BASIS OF BEARINGS: ��(��•. : PAGIS COORDINATE SYSTEM "w,etttttt\\\\````` 60 30 0 60 120 O SCALE:1"=60' S:\2002PRO\302-195\LOT9FP R o THE MEMBURGER FIRM Architects-Boe W sari-3urveyore DSGN G3CM�3G O[� DOOC�MI�IICG`]43 THE PLANS AND SPECIFICATIONS INCORPORATED HEREIN, AS A PRODUCT OF DESIGN SERVICES, IS THE PROPERTY OF THE MEHLBURGER FIRM AND IS NOT TO BE USED IN ANY OTHER DESIGN WITHOUT EXPRESS WRITTEN PERMISSION. THE MEHLBURGER FIRM WEnUFT SCALD BAR IS ONE INCH ON ORIGINAL DRAWING. 0- 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. FINAL PLAT OF PART OF THE NORTHWEST 1 /4 OF THE NORTHWEST 1 /4 SECTION 11, T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS r LOT 9 KANIS COMMERCIAL SUBDIVISION LITTLE ROCK A R K A N S A S , SHEEP 1 of 1 DR SDN DWG NO. CHK BMW DATE 7-23-03 APVD BMW NO. DATE REVISION BY APVD PR NO 302-195 201 South Izard ° Little Rock, AR 72201 a501/375-5331