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<br />MOUTH IN HUNDREDS OF FEET
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<br />100 YEAR FLOOD PLAIN LIMIT
<br />
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<br />N 390000
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<br />CROSS SECTION LOCATION
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<br />5334
<br />
<br />
<br />SCALE Ir.. FEE T
<br />200 0 200 400
<br />...---
<br />
<br />CONTOUR III:TERVA_ 2 a Ie
<br />
<br />MAP LOCATIO~
<br />
<br />"2827""\" .J
<br />'lF~
<br />32 ~3 34 3~ '3~2_'_:3~__. '. '. T6N_
<br />5 4 4 ~,6 ~_ _ 4 3 :2 I T5N
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<br />-;
<br />
<br />KUt.,'Y:RA
<br />ANO lIo.5SOCIAT'E&. INC_
<br />-0 PERMANENT MONUMENT
<br />
<br />-6 PANEL
<br />
<br />+ PHOTO CENTER
<br />
<br />~0 HIGH WATER TARGET
<br />
<br />CD
<br />-;
<br />
<br />TOPOGRAPHY COMPILED BY PHOTOGRAMMET-
<br />RIC METHODS FROM AERIAL PHOTOGRAPHY
<br />TAKEN SEPTEMBER 5,1976, GRID BASED ON
<br />COLORADO STATE PLANE- COORDINATE
<br />SYSTE M.NORTH ZONE, LAMBERT CONFORMAL
<br />PROJECTION,
<br />
<br />THIS MAP COMPLIES WITH
<br />NATIONAL MA P ACCURACY STANDARDS
<br />
<br />BASIS OF CONTROL'
<br />THE COLORADO STATE PLANE-COORDINATE SYSTEM,
<br />NORTH ZONE, ESTABLISHED FROM UNITED STATES
<br />COAST AND GEODETIC SURVEY CONTROL POINTS
<br />"COLLINSON" AND "LOVELAND 2",
<br />
<br />ALL COORDINATES GIVEN ARE CALCULATED AT
<br />ELEVATION' 6260' AND AT AVERAGE LATITUDE OF
<br />40026' 00",
<br />
<br />COORDINATES:
<br />COLLINSON 377,235,21 2,001,963,68
<br />LOVELAND"Z" 392,828,74 2, II B,712,87
<br />
<br />~OTE:.-
<br />
<br />~';~ _C(~I'l'. ~~~ ::,HfET <;t
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<br />~"HU:T INN> .,c.u
<br />
<br />2 F"I< PRorrtfS Sfl SHU,'!.- BT-P-48.~
<br />
<br />3 ~Ol'; F...OOL: Elr....e.TIO~S AT TM[ IIlP'EH~Htl !POINTS Sf..
<br />1 A8l E 6 ~.J1 ,... R[PO"". ...Ol,.lIwt. I
<br />
<br />RlVISIO"'~:';'
<br />
<br />DATE
<br />
<br />BY
<br />
<br />CO,ORAOO WATER CONSERVATtO' BOARr:
<br />rEDERAL INSURANCE ADMINISTRATIOl\
<br />. ARIMfP COUNTY, COLORADO
<br />
<br />BIG THOMPSON RIVER
<br />FLOODED AREAS
<br />
<br />DECE"SER, ,976
<br />
<br />iftGinUerr Associates, Inc,
<br />~',,~_"I '.'\....- (~.,.r._, '\.f'I-.:.1S-
<br />
<br />284:.1 soUrH .'Al~f):} ,'~.RfU
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<br />I r[i! c.'ONE I J 'f, ;,.,(,'"
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<br />SHEE T NO
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<br />BT-9
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