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HomeMy WebLinkAboutS-1154-A Map 3qR M pG O G� 2ov 0 ,vs Y �G v N z 0 kgAll z RQ J J CHENgC x o PARKWAY SITE Y Z � ifN Y p0 VICINITY MAP NOT TO SCALE Rights of way and Easements are shown hereon as per documents provided to the surveyor. Additional Rights of way and Easements, recorded or not a part of the public record, may exist that affect the Subject Property. Based on scaled map location and graphic plotting only, the property shown hereon is in Flood Zone X, which is not in the designated 100 Year Floodplain according to Flood Insurance Rate Map, City of Little Rock, Pulaski County, Arkansas, Community Panel Number 0501810039 F, Map Revised October 19, 2001. Bearings are based on Grid North as per GPS observation. STATE PLAIN COORDINATES NO, NORTHING EASTING 1 154680.4295 1177041.0043 2 154738.2 248 1177047.8437 3 154746.6616 1177048.5215 4 154885, 3070 1177054.4228 5 1549 60.9904 1177142.1640 6 154948.3171 1 177226, 9986 7 1549 45.6064 1177238.0086 8 154939.0017 1177262, 6392 9 154882.9885 1177460.0742 10 154872.6354 1177459.4259 11 154871.2497 1 177459.092 2 12 154848.4727 1177456.3152 13 154704,5627 1177455.4025 14 154674.7534 1177425.2391 15 154675.8180 1177230.4525 16 154676.7911 1177052.3974 LEND • FOUND MONUMENT O SET 1/2" REBAR 2.84 i ; S 88*09*07" E 37J5' INCORPORATION DF BILL OF ASSURANCESt� The Bill of Assurance ncorded as Instrument No. �'I1 in the real estate recoils of Pulaski County, Arkansas, is hereby incorporated herein by this reference and made part hereof as fully as if it were set forth herein word for word. Joe D. Whisenhunt By: 1 Douglas S. Robetrson, his a orney-in-fact Inst. No. 2006037230 Margare H. Whisenhunt By: Douglas 9. Robetrson, her a orney-in-fact Inst. No. 20060372"1 TENANT'S CONSENT Arvest Bank, as tenant on Lot 3. here of, joins in the execution of this Plat to evidence its consent to, approval and acknowledgment of the subdivision of the lands herein described, the dedication of the easements depicted hereon and the filing of this JP a'rrr-#he public record. Arvest Bank Title: �eNq 5 � � \ R=926.25 ��'--_ © � 7.0' FOUND �O � VAR � \\ L=85.81 ® 1/2" REBAR �,�S WAY CH=S 81'30'13" E CL=85.78' I R=79.51' 5' SANITARY SEWERT I R=894.93' L=129.82' EASEMENT DEDICATED 7 CH=N 49' 13' 11 " E AS PER THE BILL OF I CH� S 74'59'21 " E ` 4 09'40" R=30.00' ASSURANCE • ` f L=10.43' CL=115.87 CL=25.50 EXISTING J/` $23' CH=S 03'35'00" W R=894.93 20 CH=S4' " RIGHT-OF-WAY LINE CL=10.37 CH=S 76 10 07 E �., CL=11.34' I I I LOT 1 LOT 2 ±1.156 ACRES I ±1,220 ACRES PCD SITE PLAN APPROVAL REQUIRED I PCD SITE PLAN APPROVED orno AND DEVELOPED 6 N I S 13832'21" 1.43' R=100.00'---oo- L=23.00' CH=S 06'57'05" W CL=22.95' EXISTING RIGHT-OF-WAY LINE in n 0 R=112.50' i L=8.47' I O CH=N 04'35'35" E w CL=8.46' I a O R=30.00' &D 00 R=20.00� L=47.10' 1 172' I 10' EASEMENT FOR UNDERGROUND TELEPHONE CH=S 45 Z CH N 17'21 " W AND ELECTRICAL UTILITIES I D AS PER E CL=42.41 CL=11.96' BILLAOFD ASSURANCE I \-P.O.B I vi I'D ILJ 10 Iz JI I FOUND I P.O.C. S,. � 1/2" REBAR I / CORNER / N�E�1/4 NE1/4 SECTION 1 T-1-N, R-14-W PULASKI COUNTY, ARKANSAS 178.06)_- t5 - -- - 194.79' N 89'41'13" W 372.85' ADJACENT DRIVEWAY INSTRUMENT # 99-10758 443.35_ - Part of the NE1/4 NE1/4, Section 1, T-1-N, R-14-W, Pulaski County, Arkansas, described as: COMMENCING at the SW corner of said NE1/4 NE1/4; thence N 01'50'53" E, along the West line of said NE1/4 NE1/4, 655.64 feet; thence S 88'09'07" E, 37.75 feet to the East right-of-way line of Kirk Road, the POINT OF BEGINNING; thence N 06'44'56" E, along said East right-of-way line, 58.20 feet; thence, along said East right-of-way line, on a curve to the left having a Radius of 112.50 feet, an Arc Length of 8.47 feet and a Chord bearing and distance of N 04'35'35" E, 8.46 feet; thence N 02'26'14" E, along said East right-of-way line, 138.77 feet; thence, along said East right -of --way line, on a curve to the right having a Radius of 79.51 feet, an Arc Length of 129.82 feet and a Chord bearing and distance of N 49'13'11" E, 115.87 feet to the South right-of-way line of Chenal Parkway; thence, along said South right-of-way line, on a curve to the right having a Radius of 926.25 feet, an Arc Length of 85.81 feet and a Chord bearing and distance of S 81'30'13" E, 85.78 feet; thence, along said South right-of-way line, on a curve to the right having a Radius of 894.93 feet, an Arc Length of 11,34 feet and a Chord bearing and distance of S 76'10'07" E, 11.34 feet; thence, along said South right-of-way line, on a curve to the right having a Radius of 894.93 feet, an Arc Length of 25.50 feet and a Chord bearing and distance of S 74'59'21" E, 25.50 feet; thence S 74'09'40" E, along said South right-of-way line, 205.23 feet; thence on a curve to the right having a Radius of 30.00 feet, an Arc Length of 10.43 feet and a Chord bearing and distance of S 03'35'00" W, 10.37 feet; thence S 13'32'21" W, 1.43 feet; thence on a curve to the left having a Radius of 100.00 feet, an Arc Length of 23.00 feet and a Chord bearing and distance of S 06'57'05" W, 22.95 feet; thence S 00'21'48" W, 143.91 feet; thence on a curve to the right having a Radius of 30.00 feet, an Arc Length of 47.10 feet and a Chord bearing and distance of S 45'20'18" W, 42.41 feet; thence N 89'41'13" W, 194.79 feet; thence N 89'41'13" W, 178.06 feet; thence on a curve to the right having a Radius of 20.00 feet, an Arc Length of 12.15 feet and a Chord bearing and distance of N 72' 17'21 " W, 11.96 feet to the POINT OF BEGINNING, CONTAINING 2.376 acres (103,528 sq.ft.), more or less. 4 V A-V FA NP11 sw;'� F1T,.,&V,;A d W.-A k, 18" W NI0O NI CERTIFICATE OF OWNER We, the undersigned, owner 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. Owner: Joe D. Whisenhunt and Margaret H. Whisenhunt Address: C/O Whisenhunt Investment Group, LLC. 1701 Centerview Drive, Suite 102 Little Rock, AR 72211 Instrument No, 2006056838 Joe D. hisenhunt By: 'g-/'� Do glas S. Robetrson, his attorney -in -fact Inst. No. 2006037230 Margaret H. Whisenhunt D Ios S Robetrson, her att rney-in-fact Inst. No. 2006037231 LI 3-o! Date of Execution CERTIFICATE OF ENGINEERING ACCURACY I, Roy C. Andrews , hereby certify that this \ plat correctly represents a plan made by me, and that o the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied�mlh Date of Execution Roy Andrews Professional Engineer Arkansas No. 12707 FOUND 'x' IN CERTIFICATE OF SURVEYING ACCURACY CONCRETE I, Todd A. Shettles hereby certify that this plat correctly represents a boundary survey made FOUND or verified by me, all monuments required actually exist PK NAIL and are correctly shown hereon and that all surveying /R=40.00' -� requirements of the Little Rock Subdivision Rules and L=25,63' Regulations have been complied with. 0 Date of Execution Todd A. Shettles Professional Land Surveyor 172646'7" Arkansas No. 1527 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. 171"26'12" Lll'�-t (6) Qap � Date of Execution Little R ck Planning Commission CERTIFICATE OF RECORDING 2009027008 Received:4124/2009 12:51:55 PM seee,�+a, Recorded: 04/2412009 12:57:55 PM Filed & ° Recorded in Official Records of PAT O'BRIEN, MI PULASKI COUNTY CIRCUIT/COUNTY CLERK t . Fees $15.00 :p �� ? i Signed: Date: d7� a Name: �EILJN l�/� Clerk Bill of Assurance Number: AU00'0,;tg06% J ice= DEVELOPMENT J CONSINLCTANTS_ =wa €o_ No.128 Wiz; OF THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS T CsI � S T rrrrrr .E STATE OF b o ARKANSAS °g o NO. 1527 ° p ' rid goCP d o (� P✓O g . S .00�1.0H� ♦°° 4 L L A� o rrrlullil 6N A� ' ,1.AT 41 i ned NORTH BY: DATE: 30 15 0 30 60 NOMEMMMMEMEd SCALE G:\2007\07-105\PLANNING\07105FP.DWG Fm W A2 1L J DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, ARKANSAS 72212 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE 1"®60' ;Y : EH4 BY : TAS D BY: Aqu m a. w C O M as Q .y H Z agc N ® °C Q �0 Z E 50 E W M C 4e JJ '`� O � A Y C� i LU LU r O F- O V J J 0 IL O ac z J d J C) J UJ Q ? ® L6 O Lu r LL w v I- Lu A