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Home My WebLink AboutZ-6318-D Map 11 PI M 01'!37'01" E I MOE j t CH_= 10'34'37" E CL=232.79' f J (�t tj r�I R=1340.000 a` f L-13168' NW ........,... _....- _,,...._ .�- ...M..� ......_._ _.� �_ Y J CL=f31.82 SE CDRNER SECTION 1 r� 88'17'50"r -t 43.55' 1 ` �ctrr L - - CITY LWTs N 891W N X80. Ee ti1MT f 34.40' N 89'40'59 W 747.05r 0 E E _ Property Description - Lot 1 and 2, Dairyland Commercial Subdivision as filed for record as Instrument No. 2009027008 and part of the NE1/4 NE1/4, " ---- _ part of the SE1/4 NE1/4 and part of the NW1/4 NE1/4, Section 1, T -1-N, R -14-W, Pulaski County, Arkansas, all described a: .�..w COMMENCING at the SE corner of said NE1/4 NE1/4; thence N 89'40'59" W. along the south line of said NE1/4 NEI/4, 291.49 -""" --..� - feet to the POINT OF BEGINNING; thence S 57'18'02" W, 109.97 feet; thence N 89'40'59" W, 747.05 feet; thence N 6743'17" W, "'------ ""----„�,. 160.22 feet to the south line of said NE1/4 NE1/4; thence N 89'40'59" W. along said south line, 34.40 feet to the SE corner »�;;, �TM -. ry W �""" of said NW7/4 NE1/4; thence N 88'17'50° W, along the south line of said NW1/4 NE1/4, 43.55 feet to the east right-of-way '--q T'"`w�. line of Kirk Road; thence along said east right-of-way line on a curve to the left having a Radius of 1340.00 feet, an Arc $i Length of 131.68 feet and a Chord bearing and distance of N 17'59'12' E, 131.62 fleet; thence along said east right-of-way 81'30'13" E line on a curve to the left having a Radius of 746.20 feet, an Arc Length of '233.75 feet and a Chord bearing and distance of 5,78' _ . ~� -- N 10'34'37" E, 232.79 feet; thence N 013right-of-way line, E, along said east righline, 30.64 feet; thence along said east L=11 �4g� +P` right-of-way line on a curve to the left having a Radius of 1340.00 feet, an Arc Length 34.29 feet and a Chord bearing and CH -S 7� 1'0•OZ,,, E` - y distance of N 03'10'13" E, 34.29 feet; thence N 02'26'14" E, along said east right-of-way line, 147.43 feet; thence along sak Com` east right-of-way line on a curve to the right having a Radius of 93.50 feet, an Arc Length of 6.58 feet and a Chord bearing and distance of N 04'35'35" E, 6.58 feet; thence N 06'44'56" E, along said east right-of-way line 1.38.78 feet; thence along said east right-of-way line on a curve to the lefthaving a Radius of 112.50 feet, an Arc Length 8.47 feet and a Chord bearin 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 ��-�S 74. `"^•'�' 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 Chord R=894.9 Og �" f 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 an CH=S 74'59'21E -- -,._ "..w,w /� 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 CL=25.50' rte. X38„�, N 18'15'14" E `�..,Vy "tea 9.99 `^". • •., A south feet, an Arc Length of curve feet and a Chord bearing and distance e S 76'10'07" E, 1f 2 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 and a Chord bearing I qr FOUN 4.. ""R•.- P and distance of S 74'59'21" E, 25.50 feet: thence S 74'09'40" E, along said south right-of-way line, 238.34 feet; thence •�„ 4 // ,�.�..,,..•, PK � ^ N 16'15'14' E, along said south right-of-way line, 9.99 feet; thence S 74'05'58" E, along said south right-of-way line, 866.1( J T ��`" •.,.,.,�^�� Y feet to the west right-of-way line of Kani® Road; thence along said west right-of-way line on a curve to the right havinga Radius of 50.00 feet, an Arc Length of 43.28 feet and a Chord bearing and distance of S 41'51'02" E, 41.94 feet; thence 111 "^�..,. -"� `""-•-.. S 21'58'06" E, along said west. right-of-way line, 91.03 feet; thence S 13'27'34" E, along said west right-of-way line, 291.05 feet; thence N 86'57'35" W. 156.60 feet; thence S 01'15'45 W,. 236.81 feet to the POINT OF BEGINNING, containing 25.81 acres (1,124,136 sq.ft.), more or less. LOT 1 (� LOT 2 ^MSLW S 74 Og Se. Cy f( l r 141 a. SIDEWALK .'.�- �...'.'_,. n _ FOUND""-.., X IN CONIC. P X • FOUND MONUMENT O SET 1/2" REBAR The locations of utilities as shown hereon are based on aboveground structures and record documents. Locations of underground utilities may vary from locations shown hereon. Additional buried utilities/structures may be encountered. No excavations were made during the progress of the survey to locate buried utilities/structures. Zonina Based on scaled map location and graphic plotting only, a portion of the property PCD, Planned Commercial Development shown hereon is in Flood Zone AE, which is in the designated 100 Year Floodplain Ordinance No. 20,031, Inst. No. 2008070879 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. Certification AR Y M 00 O G� =0v 0 `L v � N O KgMis R� In LLI _J CH fNA� PARKW 3 x o Ay O SITE N SE '02" E � t 4 FOUND X IN CONC, i{S } S � � Q to' P F]rexr 1 to Na 2OL_7ots457 m CP o a o rourvD 1/2' RESM FOUN 86 S7'3T- 1/2N REMR 156.60 PEi. nw�" F7M]T7E5 DiSamargtr ° ° M7 N0. Mp p15i.�$ °° O° ., O a STATE OF o 20.D AND OMW-*AWM - p ARKANSAS °od FACRRES FASBAENT A zT NO 1527 ° o O = MS. 110. 20=13M fy VV n SEEM muloff toto (( // O f sus. ao r A. <0 0 _,7 -- IN F71.4 330.97 _ _ - 291.49' LIMITS SE CORNER P.O.B. NE7/41101111011sEcTiRN 1 T -1-N. R -14-w VICINITY MAP NOT TO SCALE M DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, ARKANSAS 72212 I, Todd A. Shettles certify that a Boundary Survey was performed on the Property shown hereon by a D.C.I. Field Crew under my supervision and this drawing is an accurate representation of the Survey results. All property corners not found are set in accordance with existing found monuments in the area. Todd A. Shettles Date Professional Land Surveyor Arkansas No. 1527 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. SCALE 0 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE 2012 1" 60' BY TAS =D BY dED BY TAS 8/24/12 ° ° OF Ali ,,,,,,..N.° °° O° ., O a STATE OF o • o,v\ - p ARKANSAS °od \�P/= 'DEVELOPME NO 1527 ° o O = CONSULTANTS _Cl INC. 00 SIGNATU QUO ! \ v No.1 8 �z- ° ° ° 9 Q: 4/ NAL �1 /Z DSAS- ` grquuunntap I, Todd A. Shettles certify that a Boundary Survey was performed on the Property shown hereon by a D.C.I. Field Crew under my supervision and this drawing is an accurate representation of the Survey results. All property corners not found are set in accordance with existing found monuments in the area. Todd A. Shettles Date Professional Land Surveyor Arkansas No. 1527 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. SCALE 0 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE 2012 1" 60' BY TAS =D BY dED BY TAS 8/24/12 � U J ZW� > W he I oC Y Vi am a � O J v W Z °` z > W LU W ~ d Lii �+ V J M W J I F W J F- H U � W -� O LU w w 10-1 m = rn PROJECT NO: 12-147