Loading...
HomeMy WebLinkAboutS-1154-A Map 2J N al SITE 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. I Bearings are based on Grid North as per GPS observation. INCORPORATION OF BILL OF ASSURANCES� {{, p� {��0'1 The Bill of Assurance recorded as Instrument No. V- in the real estate records 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: Douglas S. Robetrson, his a orney-in-fact Inst. No. 2006037230 Margare H.Whisenhunt By: 15-0''N- J - 9"4-- Douglas . Robetrson, her a orney-in-fact Inst. No. 2006037231 s R=926.25'��- /01 L=85.81' CH=S 81'30'13" E CL=85.78' R=79.51' 5' SANITARY SEWER I L=129.821 EASEMENT DEDICATED ER THE CH=N 49'13'11" E AS PASSURANCEL OF CL=115.87 R=894.93' L=11.34' CH=S 76'10'07" E CL=11.34' I I TENANT'S CONSENT Arvest Bank, as tenant on Lot J. 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 P public record. Arvest Bank Title: Nq� RO w PAqFOUND ff K w ® 1/2" P.EBAR q �R=894.93' CH�S5704!59'21" E \ 940" F L=10.43' �4.0 ' R=30.00' CL=25.50 ��05 Z3, CH=S 03 EXISTING RIGHT-OF-WAY LINE CL=10.31 lad I I W LOT 1 LOT 2 • ±1.156 ACRES i � IPCD ±1.220 ACRES ®I SITE PLAN REQUIRED I PCD SITE PLAN APPROVED a NAPPROVAL � AND DEVELOPED V) z O ®W ��� a z VIDN I a o o rn EXISTING 3 ` Q o RIGHT-OF-WAY LINE 3 r oZZ jr10 "I=z O R=112.50' L=8.47' I 2 CH=N 04'35'35" E W CL=8.46' to O C4 00 R=20.00' to O L=12.15' I 10' EASEMENT FOR UNDERGROUND w CH=N 72" 17 21 W I TELEIHONE AND ELECTRICAL UTILITIES Z CL=11.96' DEDICATED AS PER THE BILL OF ASSURANCE 2.84+ S 8E 37.75' 37.75' i 178.06' 75 194.79' 3 t6 - � N 89041'13" W � � 372.85' P.O.B ADJACENT DRIVEWAY INSTRUMENT 111 99-10758 I� IW M I� STATE PLAIN COORDINATES to NO. NORTHING EASTING z 1 154680.4295 1177041.0043 2 154738.2248 1177047.8437 3 154746.6616 1177048.5215 4 154885.3070 1177054.4228 < 5 154960.9904 1177142.1640 6 15 49 48.3171 1177226.9986 7 154945.6064 1177238.0086 I 8 1154939.0017 1177262.6392 9 1154882,9885 1177460.0742 10 1154872,6354 1177459.4259 FOUND P.O.C. 11 154871.2497 1177459.0922 1/2" REBARI - CORNER 12 154848.4727 1177456.3152 r NE1/4 13 154704.5627 1177455.4025 1 SECTIONN 1 14 154674.7534 1177425.2391 T-1-N, R-14-W 15 154675,8180 1177230.4525 PULASKI COUNTY, ARKANSAS 16 154676.7911 1 177052, 39 74 • FOUND MONUMENT O SET 1/2" REBAR Part of the NE1/4 NE1/4, Section 1, T-1-N, R-14-W, Pulaski County, Arkansas, described as: S 13'32'21" 1.43' R=100.00'-` L=23.00' 1 CH=S 06'57'05" W CL=22.95' R=30.00' L=47.10' CH=S 45'20'18" W CL=42.41 ' -\ 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 sad East right-of-way line, 58.20 feet; thence, along said East right-of-way line, on a curve to the left haying 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, 3.46 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, elong said South right-of-way line, on a curve to the right having a Radius of 926.25 feet, an Arc Length of 85.31 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 03'3500" 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"1'48" W, 143.91 feet; thence on a curve to the right having a Radius of 30.00 feet, an Arc Length of 47.1C 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; theTce 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 :)f 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. rn blO fn 1 W 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 Be D. hisen unt h� \ Do glas S. Robetrson, his attorney -in -fact Inst. No. 2006037230 Margaret H. Whisenhunt By: K D las S Robetrson, her att rney-in-fact Inst. No. 2006037231 q-3_oq 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 the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied ith ,Y-3- ©1 Date of Execution Roy Andrews Professional Engineer Arkansas No. 12707 FOUND IN CONCRETETE CERTIFICATE OF SURVEYING ACCURACY 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 a R=4a.00' and are correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and L-2563' / Regulations have been complied with. ry� Date of Execution Todd A Shettles Professional Land Surveyor 172.457" Arkansas No. 1527 CERTIFICATE OF FINAL APPROVAL N Pursuant to the Little Rock Subdivision Rules and I 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" Ll 4 Date of Execution Little R ck Planning Commission CERTIFICATE OF RECORDING 2009027008 Received: 4/24/2009 12:51:55 PM Recorded: 04/24/2009 12:57:55 PM Filed 8 bI y ,easc:erges��. .�� Recorded in Official Records of PAT O'BRIEN, �• ,. t y5T'CO%Pf, PULASKI COUNTY CIRCUIT/COUNTY CLERK / •,, Fees $15.00 Y 01 Signed: YIlA% Date d�D I /�✓U Nome: V( r Clerk Bill A6OAf of Assurance Number: ()U--7 J DEVELOPMENT CONSULTANTS INC. No.128 LOTS 1 & 2, DAIRYLAND COMMERCIAL SUBDIVISION OF THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS I GIg T11f t� ER[ , \,. V °°°°°°°°O' 40 ° °,°1> STATE OF o o ARKANSAS °° rl+ oy % NO. 1527 h p = cr 01 °o , l� SHED° S4 igLII LIA�tt� FINAL PLAT41) Signed BY: NORTH S, qI q_!t DATE: 30 15 0 30 60 SCALE G:\2007\07-105\PLANNING\07105FP.DWG W r It ma O �O V z DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RD. I SUITE 220 LITTLE ROCK, ARKANSAS 72212 ENGINEERING PLANNING LAND SIIRVEYING LANDSCAPE ARCHITECTURE 1� a 60' iY : EH4 BY TAS D BY: RCA W U) o_ w cr J m Z O O N � U Q > Zx z � O � °C Q A _ Z E :D E U) '>3 C O Y J J i Q a a c N A Z �. W 0 0 c V W Y CC i BJ J O W a O F- O IL J J 00 Q0 W J %"LU C.) J_J in Ja ~Go LL tii ILi� r w O F w oL CL = rn PROJECT NO. 07-105 40