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<br />?� - �. WARRANTY DE�D-CONTROL OF INGRESS ANA EGR�SS-CITY OR COUNTY (page 1�--, �
<br /> � , � PROJECT: STPAA-5415(1) C.N. : 41415 TRACT: 10 �-
<br /> _ � � � _
<br /> � � KNOW ALL MEN BY THESE PRESENTS:
<br />- � THAT Daniel J. Hostler and Sandra J. Hostlor, husband and wife
<br />- , -. ',-� hrarainAftwr known as the Gran�or, whether one or m�re, for and in —
<br /> :� consideration of the sum of TWO HUNDRED FIFTY AND NO/100---(;Z50.00)---
<br /> T.�, � DOLLARS in hand paid do hereby grant, bargain, esll, convey and confirm
<br />__ � • � unto the CITY OF GRAND ISLAND, I�EBRASKA hereinafter known as the Grantee
<br />�; - all riqhte of ingress and eqrees from and to all Public Right-of-Way aver
<br />`�'� . �' or acroee a Line bounding eaid Public Right-of-Way and further known ae:
<br /> "' "'�"+ THE12E WILL� BE NO INCRESS OR EGRESS OVER THE FOLLOWYNG DESCRIBED CONTROLLED
<br /> jy' } AC�ESS LINE LQCAT�D IN THE NORTHEAST QUARTER OF SECTION 33, TOWNSHIP 11
<br /> NORTH, RANCE 9 WEST OE THE 6TH PRINCIPAL MERIDIAI�i, HALL COUNTY, NEBRASKA:
<br /> ;;,:.'"�_':.,�.,,,:. ' REEERRING TO THB SUU�HEAST CORNER OL' THE NORTHEAST QUARTER OF SAID SECTION
<br /> `''°`� � �.,'��-� . 33, THFNCE W�ST�RLY ALONG THF SOUTH LINE OF SAID NORTHEAST QUARTER A .
<br /> - " . .... PIS�ANCE OF �.0.060 METERS (33.00 FEET) TO A POINT ON THE WEST RICHT-OF-WAY
<br /> � LINE OF LOCUST STREET, THFNCE NORTIiERLY DEELECTING 8A DEGREES 31 MINUTES 43
<br /> � , SECONDS RIGHT ALONG 'PHE WEST RIGHT-OI'-WAY LINE OF LOCU5T S�REET A DISTANCE
<br /> „ OE 110.680 MFTERS (363.12 FEET) TO A POINT, SATD POINT ALSO BEING THE TRUE
<br /> - � ' POINT OF BEGINNING, THENCE NORTFIERLY AEFLECTING 0 DEGREES 00 MINUTES 00
<br /> SECONUS RIGAT A DISTANCE OF 80.494 METERS {264.09 FEET) TO THE POINT OF "
<br /> . � < TERMINATION. -
<br /> EXCEPT, OVER ONE ACCESS NOT TO �XCEED 12 METERS (39. 37 EEET) IN WIDTH, THE ��
<br /> CENTERL,INE OE �HE ACCL'SS IS LACAT�D NORxHERLY 184.807 METERS (6Q6.32 FEET)
<br /> FROM THE SOUTH LINE OF SAID NORTHEAS'P QUARTER OE SAID S�CTION 33, AS =
<br /> MEASURED ALONG THE CENTERLINE OF THE H.LGHWAY. ,_
<br /> ^y THE ABOV� ACCESS IS DESCRIBED AT TH� PAVEM�NT EDGE. BECAUSE OF TERRAIN
<br /> � FEATURES, THE CF.NTERI�IN� OF' SAIU ACCESS MAY NOT COINCIDE WITH, BUT WILL BE
<br /> ; IN REASONABL� CLOSE PROXTMI'I'Y TO CL'NTERLINE OE DRIV� AT THE RIGHT OF WAY
<br /> � LINE.
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