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I ' � ; I Pro� ect : DPF- 281 -2 ( 1Q1 ) AFE : R-215 Hall Co . Tract : 17 7$-� �' � � � 3 �I - . COMDEMNAT I0N • Owner : Charles and Elizabeth 6 . Bosselman , Husband and Wife � � - � PROJECT DPF - 2g1-2 ( 1011 TRACT 1T FEE SIMPL E T [ TLE TO A TRACT OF LANO AND AlL [ MPRpVEM� NTS THEREOtJr [ F ANY , FOR HIGHWAY RLGhfT QF WQY ?URPOSES LOCATEO [ N PART OF THE WEST HALF OF THE SOUTHEAST QUARTER A �uD PART LiF THE NORTHEAST QUARTER OF SECTION Lr TOWNSNIP 11 NORTH , RAfvGE IO WEST OF THE SIXTH PRII�C [ PAL MERID [ ANr HALL COUl� TY � NEBRASKA , AS ILl. USTP. ATEO ON THE ATTACHED PLAT BE [ NG MORE PART [ CULARLY OESGRIBED AS FOLLOWS : ,BEG [ NNING AT THE PO [ NT NiiERE THE NCRTH L [ NE OF GAPITAI AVENUE ( P[ TERSECTS THE WESTERI. Y FXIST [ NG HIGHWAY 281 RIGHT OF WAY l [ NE . THcNCE NORTHERLY A DISTANCE OF 2080 . 16 PEET ALONG THE WESTERLY EXISTING HIGHWAY 281 R [ GHT OF WAY IiNE : THENCE NORTHERLY DEF � EGTING 001 OEGREES • 4T M [ NUTES LEFT , A OtSTANCE OF 236 . 72 FEET A � ONG SAIO RIGHT UF WAY IINE ; THE ►VCE NORTHERLY ON A 400 . 00 FOOT RAD [ US CURVE Tp THE LEFT � DEFIEGTION TO THE INITIA � TGNGEPlT BE [ NG 000 DEGRFES , O1 M ( NUTES R [ GHT . A DISTA �lCE 0� �r41 . 78 FEET , SUBTEND [ NG A CFNTRAI ANGLE OF 063 DEGREES � 17 MINUTES AL (lNG THE SOUTHERLY EXISTING HIGHWAY NO . 2 RIGHT OF WAY LINE ; THENCE NORTHWESTERLY DEFLEGTING 000 DEGREES • 07 MITlUTES LEFT • A DISTANCE OF 26G . 10 FEET QLONG SAfD R [ GHT OF WAY LINE ; THENCE WESTERLY DEFLECT [ NG 008 DEGREES , 22 M [ NUTES IEFT , A DISTANCE OF 167 . 86 FEET ; THENCE SOUTHERLY OEFLECT [ NG 090 DEGR. EES � 00 M [ !dUTES LEFT � A D [ STANCE OF 245 . 00 FEET ALONG THE EAST LINE OF LOTS 41 AND 42 , OF BOSSELMAN SECOND Sl1BD [ VIS [ � N . ; THENCE SOUTHWESTERIY DEFLEGTING 016 DEGREES , 32 MINUTES R ( GHT , A DISTANCE OP 217 . 67 FEET ALONG THE EAST LINE OF LOT 43 , qF BOSSELMAPJ SEGOND SURDIV [ S [ ON . : THENGE SOUTHWESTERLY ON A 494 . 00 FOOT RADIUS CUFVE TO THE LEFT , DEF � ECTlON TQ THE INIT [ AL TANGENT F3ciNG 007 DEGREESr 06 MINUTES LEPT � A D [ STANCE Of 413 . 85 FEET � SUBTEUD [ N6 A CENTRAL ANGIE CF 048 DEGRFES � 00 MINUTES ALONG SA [ D LINE ; THENCE SOUTHEASTERLY ON A 49k . 00 FOOT RADIUS CURVE TO THE LEFT � DEPIECTiON 70 THE [ NIT [ AL TANGENT BEIN G 000 OEGR [ E5 , 00 M [ NUTES A DISTANCE OF 362 . 12 FEET � SUBTEtJD [ NG A CENTRAL ANGLE OF 042 DEGREES • 00 MINUTES ALONG THE EASTERLY DIERS AVENUF R [ 6HT OF NAY LINE ; THENGE SOUTHEASTERLY I�N A 600 . 00 FOOT RADtUS CURVE TO THE RIGHi � DEFl. ECTION TO THE INLTIAL TANGENT BEING 000 DEfREES � 00 MiNUTFS A D [ STANCE OF 544 . 54 FEET , SUBTEND [ NG A CENTRAL ANGLE OF 052 DEGR � ES , 00 MIfVUTES AIONG SAID R [ GHT OF WAY L [ NF : THENCF SQUTHERLY DEF (. ECT [ NG 000 DE6REE5 , 00 MiNUTES A DISTANCE OF 603 . 43 FEET ALONG SAID Ri6HT OF NAY IINE ; THENCE SDUTHERLY DEFLECTING OOb OEGREES , 54 14iNUTES RIGHT , A D [ STANCE 0 � 552 � 27 FEET ALONG THE EAST LINE OF DIERS AVENUE AND LOT 1 , OF BOSSELMAN SECGND SUBOIV [ SION . : THENCE SOUTHER LY DEFLECTING 005 DEGREESr 12 MINUTES R [ GHT , A OtSTANCE OF 200 . 00 FEET ALONG THE cAST LINE OF LOTS 1 AND 2r OF BOSSELMAN SECOND SUB� IVISSOW . ; THENCE SOUTHWESTERLY DEFLECT [ NG 035 DEGREES , 1S MINU7E5 RiGHT , A D ( STANCE OF 95 . 12 FEET ALONG THE EAST LINE OF � OT z , OP BOSSELMAN SEGOND ' SUBO [ VISION . ; THENCE EASTERLY DEF � ECTZNG 124 DEGREES , 47 iN [ NUTES LEFT � A DISTANCE OF 100 . 00 FEET ALJNG THE NORTHERLY CAP [ TAL AV � nUE RIGHT OF NAY LINE TO THE PO [ NT OF 8E � INNING CONTA [ N [ NG 21 . 29 ACRES � HORE OR LESS . � � Y . . . . 4 ',ai `" .�' . ti� , . . � . . � } F� . . ! � .. _ � . . . ' y ,�. ;r ",� y �.. . . . . . � . . t;:+.�. � . . � . . .. . .� . . . Page 1 of ?. �