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APPRO GpnNAY L8' (BYPpss1 <br />AY #263 <br />T 8TH STREET I STATE }IIGN\I�I <br />u f 1 <br />i <br />i <br />k i / <br />W <br />Z G <br />Q 5 <br />h <br />i <br />�GONGRETE••• <br />ry:` •.PAD. z'• <br />73' X 45' <br />CONCRETE BATCH <br />PLANT AND 51105 <br />60.00' <br />;LINCRCTE <br />4 HOU Pl7 <br />LEGAL DESCRIPTION: <br />PAIN OF THE SOUTH (HALF OF SECTION 4 AND PANT OF THE NORTHWEST <br />QUARTER OF SECTION 9, ALL IN TOWNSHIP 5 NORTH, RANGE 65 WEST OF <br />TIHE Oth P.M., COUGM OF WELD, STATE OF COLORADO <br />ACCESS ROAD <br />L.: <br />9 - 20' X 20' <br />,., : f - CONCRETE <br />STORAGE BINS <br />a <br />t' <br />0O& <br />WATER <br />STORAGE <br />STEEL SIDED <br />11.1 —ILI- <br />/ <br />/ <br />/ <br />/ <br />-..... - - -- - _ EAST 8TH STREET / STATE HIGH-- - - - - -- - -� / ----- - - - - -- HIGHWAY #263 --- <br />/ -- - - - - -- <br />-s <br />/ 1 <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ 4 <br />/ <br />/ <br />/ <br />/ I <br />/ <br />1 — <br />/ <br />I — / <br />/ <br />/ ! <br />R.S. ®.294 , \ <br />\ <br />RIVER STAnON 0.294 4627.72 = as Fps \ <br />100 -YEAR FLOOD PLAIN ELEVATION = 0.9 FPS \ <br />AVERAGE 109-YEA SOD PLAIN FLOW VELOC� <br />AVERAGE 100 -YEAR FLOODWAY FLOW VELOCITY = \ <br />t \ <br />rb <br />to <br />� . ��� <br />Z ° _-- -_— __ --�- -- v <br />R.S. \ <br />0 \ <br />, v i <br />pp0 °° ° °pO , <br />0 \ <br />0 0.241 AnON = 4627.33 0.7 FPS ; <br />°ooppppO�p @RNERS7AT10N IN FLOWVELOCIIY= \ <br />/ ° 0 100 -YEAR FLOOD PLAIN ELEV = 1.3 FPS <br />° FLOOD PLA <br />AVERAGE 109- \ <br />° o AVERAGE 1 � FLOODWAY FLOW VELOCITY <br />` <br />0 i <br />0 \ <br />0 I I <br />0 L� I \ <br />�U TAG �� o <br />� , \ <br />0 0 \ <br />0 <br />50 L <br />o .rOj� o° \_ <br />p <br />R.S. 0.189 — --- ---�-" <br />0 — --- \ <br />r 0 <br />0 \ <br />0 nON 0189 AA09 90 <br />/ A <br />II 7 Lu <br />dop v W <br />w <br />f 7 <br />1 !. <br />l <br />f <br />f <br />I <br />1 <br />1 <br />I <br />, <br />f • <br />f <br />/ 7 <br />, <br />I <br />A I <br />1 i <br />I <br />1 l <br />1 <br />1 <br />P G MA5 ANAYl 515 PER ORMEO <br />Y <br />BY PICKETT EN6INEERIN6, INC. <br />\i <br />\o <br />I <br />�o <br />Woo <br />Lo <br />1 E� <br />C23 <br />o <br />3 OH <br />c <br />i <br />p:gAO <br />QW� <br /><Wcr <br />z ¢n <br />aOp <br />I <br />4a°zmW <br />Ua <br />z <br />., r <br />I W >° <br />'LLJ5 <br />YOwJ <br />wrn <br />LL CC <br />OQ0 <br />"C:) <br />d0 <br />� to � (n U_ <br />LUZV J ow <br />(m <br />r, <br />m�2n <br />wc�YW <br />C'u MCp <br />}U- <br />l' <br />tul <br />F <br />Z <br />2 <br />o <br />zQ �m <br />» W <br />f11o= <br />4L to o) <br />j H <br />0 <br />2 <br />H <br />(13 <br />�¢a <br />z <br />F <br />O <br />Jam <br />aww <br />Y <br />i J <br />Um <br />J <br />> <br />on <br />Q <br />�•- <br />21 <br />a] <br />ci <br />' <br />O <br />ti <br />11 <br />�C <br />II 7 Lu <br />dop v W <br />w <br />f 7 <br />1 !. <br />l <br />f <br />f <br />I <br />1 <br />1 <br />I <br />, <br />f • <br />f <br />/ 7 <br />, <br />I <br />A I <br />1 i <br />I <br />1 l <br />1 <br />1 <br />P G MA5 ANAYl 515 PER ORMEO <br />Y <br />BY PICKETT EN6INEERIN6, INC. <br />\i <br />\o <br />1 ' CONCEPTUAL <br />1 <br />1 NOT RELEASED FOR <br />1 1 OR GON ENT MY, <br />\ NDV Q ON <br />ti <br />1 O <br />9 <br />0 <br />M <br />ti <br />Lu <br />Q� <br />Lu <br />1 �J <br />3 <br />a <br />oct <br />6_ <br />FIz� <br />ZI <br />I <br />(13 <br />Woo <br />�i <br />I <br />z <br />aao <br />3 OH <br />i <br />p:gAO <br />QW� <br /><Wcr <br />aOp <br />I <br />4a°zmW <br />Ua <br />Cu <br />., r <br />'LLJ5 <br />YOwJ <br />LL CC <br />OQ0 <br />"C:) <br />d0 <br />`U <br />9 ZU <br />(m <br />r, <br />m�2n <br />wc�YW <br />}U- <br />l' <br />HO<_� <br />F <br />2 <br />o <br />M <br />» W <br />f11o= <br />j H <br />mWH <br />2 <br />H <br />(13 <br />�¢a <br />z <br />F <br />O <br />Jam <br />aww <br />Y <br />i J <br />Um <br />J <br />> <br />on <br />Q <br />�•- <br />21 <br />a] <br />ci <br />' <br />O <br />11 <br />�C <br />1 <br />2 <br />3 <br />1 ' CONCEPTUAL <br />1 <br />1 NOT RELEASED FOR <br />1 1 OR GON ENT MY, <br />\ NDV Q ON <br />ti <br />1 O <br />9 <br />0 <br />M <br />ti <br />Lu <br />Q� <br />Lu <br />1 �J <br />3 <br />a <br />oct <br />6_ <br />FIz� <br />ZI <br />I <br />I <br />I I <br />I <br />p:gAO <br />�o <br />clu <br />u <br />2 <br />o <br />o <br />2 <br />� <br />z <br />Z <br />Y <br />y <br />> <br />on <br />J <br />�•- <br />21 <br />a] <br />on <br />' <br />O <br />11 <br />W <br />2 <br />3 <br />O <br />U <br />O <br />o <br />m 1.3 <br />� F ITY = = 1. 8 FPS <br />ru �x 0 -AR FLOOD P E _ o T P .8 FPS � <br />GE 1 VELOCY <br />AVERAE 0.FOODWAYFLOW <br />AVERAG x F <br />_ <br />000000000000000000000000000000000000coo /?pO l"' <br />Ell 'l <br />Z ' 1 _ - -_— _rte -- -' -� O61L� DI <br />E <br />e <br />11 <br />_ <br />—_E e l / / <br />E___ / / <br />^, GRAPHIC SCALE 1 " =60' <br />�I a d Geology <br />Ito <br />W ' <br />w <br />I <br />w� <br />:2 <br />ti <br />L[. <br />� W w w r <br />cc <br />cri <br />0 60 120 1B0 / , 100 YEAR FLOODWAY~ <br />+ WQ------- - - - - -- 100 -YEAR FLOOD PLAIN JJOBN REV. <br />/ / / o0000000o <br />00 -097 <br />OVERURDEN AND TOPSOIL STOCKPILES <br />