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NORTHEAST CORNER <br />SECTION 24-ION-I2W <br />BABEL ACRES SECOND SUBDIVISION <br />i <br />I II <br />202405637 <br />i <br />I I <br />i <br />T-24.87{M) 24.0184) <br />z_ <br />• <br />IFPLATTED <br />LINE TABLE <br />LINE ID <br />DIRECTION <br />LENGTH (FT) <br />L. <br />N53639'16 <br />:88.60 <br />L2 <br />S65.49'I21 <br />81.42 <br />L4 <br />S73'49991- <br />74.75 <br />L5 <br />7183'00'40T <br />991.20 <br />L6 <br />56.7'55.59'E <br />18.66 <br />LI <br />N80°O0.2C1 <br />!G5.27 <br />L8 <br />S/5.58'S8-E <br />53.99 <br />49 <br />SO1'16'2199 <br />:05.39 <br />L:0 <br />S07'271.b1 <br />81.09 <br />L:1 <br />562'48'41T <br />:58.35 <br />L!2 <br />705756'43'E <br />190.36 <br />L:3 <br />1957 45'IST <br />52.92 <br />i.c <br />670934'49T <br />79.3, <br />8WC,OD RIVER <br />14 <br />12.2T(M) 12.0'(R4)-j <br />96PLATTED <br />LS <br />LT <br />(WOOD RIVER <br />4Y <br />26.451M) 26.45(R4) <br />1.1 <br />\TT <br />7016331 SF <br />16.107t AC <br />"578 3139"V'I 748 OS (M1 <br />534: 0.14 <br />40' UTILITY EASEMENT <br />DEDICATED WITH THIS PLAT <br />N7 <br />) <br />LOT 2 <br />270196t SF <br />6.203t AC <br />Ml �� <br />•49'53':, ( MANS RO <br />37'E <br />01- <br />..r10.41 <br />? <br />576 OVA 55 1'(0.1537 <br />40' RIGHT OF WAY <br />DEDICATED WITH THIS PLAT <br />N; <br />. 4b <br />(WOOD RIVER t12 <br />LOTI <br />BABEL ACRES SOB <br />tit <br />(WOOD RIVER <br />) <br />LOT 2 <br />BABEL A'RES SUB <br />N89'06'17'E <br />175.221M) 174.99183) <br />500'08'28"E <br />118.11'(M) 118.141R3)l <br />_ _ � I _ 5784�169 '1R21 1 <br />N 3;3:-E 405 j6-A-1405192Z31 (M1 .` 69.9 0,4 <br />Z13.16'lMl <br />STRAP IRON 3 1 <br />N50'18'14'W <br />56.01'(M) <br />LOTS <br />RNERINE SUB <br />2 <br />y43'13E <br />.63.84; <br />57Y4616"W <br />_ 512'46'47"E 18.051M) <br />) <br />SECTION CORNER TIES <br />NORTHEAST CORNER. SECTION 24 TiON RI2W <br />UNABLE TO LOCATE POSITION OF ALUMINUM CAP TI CONCRETE BRIDGE DECK <br />DUE TO BRIDGE REPLACEMENT AT THE TIME OF SURVEY. SCOTT PETERS. LS <br />754, HALL COUNTY SURVEYOR. PROVIDED THE NORTHING AND EASTING THAT <br />WAS OBSERVED FOR 3 MINUTES BY HIMSELF AUGUST 22ND 2023. <br />EAST 1/4 CORNER, SECTION 24 TION RI2W <br />FOUND BRASS CAP A0.2' BELOW GRADE IN ASPHALT ROADWAY ON CENTERLINE <br />NE 39.64' TO NAIL WITH BOTTLE CAP IN POWER POLE <br />SE 41.31' TO TOP NUT OF FIRE HYDRANT <br />SSE 86.54' TO CHISELED X IN CONCRETE RIGHT OF WAY MARKER <br />SSE 91.14' TO NAIL IN POWER POLE <br />LOT 1-4 <br />RIVERINE SIB <br />EAST I/4 CORNER <br />SECTION 24-I0N-I2W <br />( <br />ROB <br />AN ADDITION TO THE CITY OF WOOD RIVER, HALL COUNTY, NEBRASKA <br />FINAL PLAT <br />ALL OF LOT I BABEL ACRES SUBDIVISION <br />ALL OF LOT 5 RIVERINE SUBDIVISION <br />PART OF THE NORTHEAST QUARTER, <br />SURVEY OF: <br />SEC 24 T 10 N Iq_2 W OF TIE 6TN P.M. <br />SURVEYOR'S CERTIFICATE <br />I HEREBY CERTIFY THAT ON MAY 30TN, 2024. I. BRYAN ADAM BROWN, A NEBRASKA <br />REGISTERED LAND SURVEYOR NO. 852. DULY REGISTERED USER THE LAND SURVEYOR'S <br />REGULATION ACT, DO HEREBY STATE THAT 1 HAVE PERFORMED A SURVEY OF THE LAND <br />DEPICTED ON THE ACCOMPANYING PLAT; THAT SAID PLAT IS A TRIE DELINEATION OF SAID <br />SURVEY PERFORMED PERSONALLY OR UNDER MY DIRECT SUPERVISION; THAT SAID SURVEY <br />WAS MADE WITH REFERENCE TO KNOWN AND RECORDED MONUMENTS MARKED AS SHOWN, <br />AND TO THE BEST OF MY KNOWLEDGE AM) BELIEF IS TRUE, CORRECT AND IN ACCORDANCE <br />WITH THE LAND SURVEYOR'S REGULATION ACT IN EFFECT AT THE TIME OF THIS SURVEY. <br />R=1969.86'(M&R3) <br />A=002-4730" <br />L-95.98'M) 96.01R3) <br />CB=504'09'35"W <br />CH=95.97(M) 95.99183) <br />578'40'31"W <br />58.521M) 59.20182) <br />) <br />NOO'08'28"W <br />117.73'(M) 117.75182) <br />3 <br />z <br />z <br />BRYAN ADAM BROWN, REGISTERED LAND SURVEYOR NUMBER, LS-852 <br />R <br />R2 <br />R3 <br />R4 <br />• <br />LEGEND <br />SUBDIVISION LINE <br />SECTION LINE/CENTER LINE OLD MILITARY ROAD <br />N <br />5I <br />sou a I' tar <br />EXISTING PROPERTY LINE <br />UTILITY EASEMENT <br />MEASURED DISTANCE <br />RECORD DISTANCE PETERS LS 754 SURVEY DATED 07/2021 <br />RECORD DISTANCE RIVERINE SUB, BEER LS I92 DATED 02/1976 <br />RECORD DISTANCE BABEL ACRES SIB. JORDAN LS O8 DATED 12/1995 <br />RECORD DISTANCE BEER LS 192 SURVEY DATED 02/1976 <br />SECTION CORNER <br />FOUND CORNER (1/2' IRON PIPE UNLESS NOTED) <br />SET CORNER (5/8' X 24' REBAR WITH PLASTIC CAP LS 852) <br />OWNER: THOMAS BABEL <br />SUBDIVIDER: THOMAS BABEL <br />SURVEYOR: BROWN SURVEYING SERVICES <br />NUMBER OF LOTS: 3 <br />PROJECT NAME: BABEL ACRES 2ND SUBDMSION <br />SURVEYED BY: BAB <br />'� PROJECT NO.: 024-022 I DATE: 6-252024 <br />SHEET: 1 OF 2 <br />