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HomeMy WebLinkAboutS-1172-A Map 40 OWNERS / DEVELOPER HUNNICUTT CONSTRUCTION & DEVELOPMENT, INC. 24 PINE MANOR LITTLE ROCK, Aft. 72207 INSTRUMENT NO. 97-080286 GENERAL NOTES: • ALL PROPERTY WITHIN THE SUBDIVISION IS ZONED R-2 • BACK OF ALL LOTS SHALL HAVE A 10' DRAINAGE AND UTILITY EASEMENT • TEMPORARY TURNAROUNDS WILL BE PROVIDED FOR PHASE I PER L.R.D.P.W, • ALL LOT COR. RADIUS 20' UNLESS NOTED, ALL E.O.P. RADIUS 25' UNLESS NOTED • ALL EASEMENTS SHOWN ARE FOR UTILITY AND DRAINAGE EXCEPT AS NOTED • LOT 30 MIN. FINISH FLOOR ELEV. 306.50 LOTS 39 & 40 MIN. FINISH FLOOR ELEV, 307.00 Vicinity Map 1 "= 1000' LEGEND _-_--------- GAS LINE EASEMENT - - _ - - - - - - CENTERLINE PROPOSED RDWY - - -- EDGE PVMT PROPOSED RDWY 25'SETBACK PROPERTY LINE - - -- - -- - -- - - UTILITYIDRAINAGE EASEMENT - - - t+p,L- - - - - - HIGH PRESSURE GAS LINE - 0 LOT LINE a♦ SET IRON PIN SECTION CORNER 0 FOUND IRON PIN a LOT NUMBER XX S 87°41'41" E 299, NOTES: ALL MEASUREMENTS ARE CHORD DISTANCES AND TO THE POINTS OF INTERSECTION WHERE TANGENTS ARE SHOWN. " BASIS OF BEARING WAS ESTABLISHED BY USING PAGIS MONUMENT NO. 2069 AND AZM MK 2069. NAD 83 PAGIS INFORMATION PT # N. E. ELEV. DESC. 42 121947.987 1184790.674 304.38 FOUND #4 REBAR 2268 121951.363 1184697.827 SET #4 REBAR/CAP RLS#1264 2269 122105.628 11 B4587.692 SET #4 REBAR/CAP RLS#1264 2082 122278.867 1184612,374 SET #4 REBAR/CAP RLS#1264 2083 122284.062 1184485,343 SET #4 REBAR/CAP RLS#1264 2174 122423.886 1184317.099 SET #4 REBAR/CAP RLS#1264 2220 122518.684 1184306.343 SET #4 REBAR/CAP RLS#1264 1033 122524.180 1184171.967 SET #4 REBAR/CAP RLS#1264 12 123332,881 1184205,131 314.72 SET PAGIS MONUMENT 2089-0211 9 123320.816 1184504.808 311.26 FOUND #5 REBAR 51 123307.796 1184841.257 307,47 SET PAGIS MONUMENT 2089-0212 49 122737.972 1184826.077 303.87 FOUND POST 1032 122548,152 1183548.668 SET #4 REBAR/CAP RLS#1264 32 121993.905 1183528.059 318.35 FOUND #4 REBAR F1 0-321 lTi ------- - i ------------------S87°47'54,"E_ 3 ' 01 137as' $ 623.76 I s 9N81'5„ W 4°44'42" e 34' I 127,9e' 001 I � h�' f SBTgI Sg, � I27.89' 3t I Gya{ j8 I 21 4 Q, I w w 083 N 87°39'29" W 2 2 �I< 127.14' i CP i�l�p W z zl �� � �• I z I / f I --- - - - - - - - - ----- 1170,�4------- 3 Found No.S ReberN87°45'00"W (D)- - - - - - - - - - - - - - - - - - - ----226E S.W. Corner, NEl/4, N 87055'02" W 1A) N NWi/4, Section 5, N T-1-S, R-13-W. NUMBS RADIUS ARC LENG DELTA ANGLE CHORD DIRECTION HORD LENGTH C1 150.00 7L57 2T20'10" S 18'QO'36" N 70.89 C2 MAN235.82 90 00'00" S 42 39'29" E 212.13 C3 150.00 110.36 42'09'09" S 231a,06" W 107.88 C5 75.00 83.81 48'44'44" S 13'19'51" W 61.90 0 Scale 1" = 100' � o Found No.5 Reber S.E. Corner, NEl/4, NW1/4, Section 5, T-1-S, R-13-W. PHASE I Lot # SQ. FT, Acres 1 8714.32 0.2001 2 9792.49 0.2248 3 8774.67 0.2014 4 8775.14 0.2014 5 8775.61 0.2015 6 8776.07 0.2015 7 8776.54 0.2015 8 8777.01 0.2015 9 8777.48 0.2015 10 8777.94 0.2015 11 8778.41 0,2015 12 9385.51 0.2155 13 1 10813.79 0.2483 14 9360.51 0.2149 15 8875.17 0.2037 16 8858.14 0.2034 17 8841.11 0.2030 18 882CG8 0.2026 19 10074.63 0.2313 20 9885.75 0.2269 21 8377.78 0.1923 22 8376.78 0.1923 23 8359.75 0.1919 24 8342.72 0.1915 25 8325,69 0.1911 26 8308.66 0.1907 27 8291.63 0.1903 28 9326.54 0.2141 29 26417.83 0.6065 30 12380.54 0.2842 31 9874.15 0.2267 32 9296.27 0.2134 33 9312.79 0.2138 34 9329.31 0.2142 35 9345.82 0.2146 36 9362.34 0.2149 37 9378.86 0.2163 36 9395.37 0.2157 39 9396.45 0.2157 40 11451.81 0.2629 41 13376.68 0.3071 42 14487.31 0,3326 43 9323.34 0.2140 44 9409.08 0.2160 45 14380.43 0.3301 46 12951.72 0,2973 47 8583.15 0.1970 48 1D038.03 0.2304 49 7744.19 0.1778 50 9645.60 0.2214 51 9131,03 0,2096 52 10036.84 0.2304 53 8192.40 0.1881 54 7560.75 0.1736 55 8457.97 0.1942 56 8272.48 0.1899 '(�, wapoppaapapvpvvv� y,•° STATE OF N, ' ARKANSAS 4 N0. 1264 . 9g4j�fY �L9 �o��o�g� O Ipppp pAAp Sw"" OQ�ppp... ppwYpp°6pppp0Opo 1 HEREBY CERTIFY THAT THE ABOVE PROPERTY DOES NOT LIE WITHIN A 100 YEAR FLOOD PRONE AREA. SOURCE: CITY OF LITTLE ROCK, FEMA MAP PANEL NO. 050181 0020 E DATED NOV. 3, 1993 THIS SURVEY MEETS OR EXCEEDS THE 1: 10,000 MAXIMUM ERROR OF CLOSURE PER MINIMUM STANDARDS 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 r I state In accordance h this plat. 3--©_ 3� said Date of Execution Name Address Source of Title: D.R. Page Instrument No Certificate of Recording This document, num!�" Trfecled for record, 19 in Plat Book- , Page t�41Q',LL_ correct shown hereon and that all surveying requirements of (Signed) ,v CAROLYN STAL , Glrcuir i' n1YARM clerk (Name) Clerk Certificate of Surveying Accuracy I, Randy Alberius, 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 Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution Registered Professional Land Surveyor No. 1264 Arkansas Certificate of Engineering Accuracy 1, Raymond Hickey, hereby certify Slat this plat correctly represents a plat made by me, and that engineering requirements of the City of Little Rock Subdivision Rules and Regulations have been complied with. /J Signed /J \ Date of Execution Fi-e-gistered P essional Engineer No.7730 Ar sas 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 .,5 f 999 Signed, Date of Execution Name, L.R. Planning Commission legal Description All that part of the Northeast Quarter of the Northwest Quarter of Section 5, Township 1 South, Range 13 West being more fully described as follows: Beginning at the Southeast toner of the said Northeast Quarter of the Northwest Quarter and run thence N 87 deg. 55 min. 2 see. W along the South line thereof for a distance of 92.91 feet; run thence N 35 deg. 31 min. I sec. W for a distance of 189.54 feet; run thence N 08 deg. 06 min. 30 sec. E for a distanced 174.99 feet; run thence N 87 deg. 39 min. 29 sec. W for a distance of 127.14 feet; run thence N 50 deg. 16 min. 15 sec. W for a distance of 218.76 feet; run thence N 06 deg. 28 min. 25 sm. W for a distance of 95.41 feet; run thence N 87 deg. 38 min. 50 sec. W for a distance of 134.39 feet; run thence N 02 deg. 20 min. 54 sec. E for a distance of 809.38 feet to the South right of way of Baseline Road; run thence S 87 deg. 41 min. 41 sec. E along said right of way for a dstance of 299.92 feet; run thence S 87 deg. 47 min. 01 sec. E along said right of way for a distant of 336.70 feet; run thence S 01 deg. 31 min. 34 sec. W for a distance of 570.03 feet; run thrice S 02 deg. 33 min. 58 sec. W for a distance of 790.78 feet; to the Point of Beginning containing 15.584 Acres (678845.9586 Sq. Ft.) more or less. NE 1/4, NW 1/4= 15.584 Acres IFESSIONAL NGINEER lo. 7730.4`11. ``„"10 tamp' CE TRAL 0 ARK NSAS ENGI ERING s9. 69 (5/� .......,�,�` O U) U) m z MJ W W Y �U U0 O� Ow W QJ W 0 z of (V N W r W z 0 z OQ W Of()co rn z 4) �I <C Y Cf) :D ry N Q N Q D � QY � Q cV O J 0 Of Q � W ~ W U J DATE- 02/16/99 SCAM- 1 " = 100' PROJECT ND: 970020 �iIsmin I= PAGE: 1 OF 1