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<br />TYP~CCI Spur Di:e e- _1'3 M 3 ____J1
<br />Foot Path 21
<br />Through Bridge 180'
<br />'/60th Avenue
<br />TYPICAL CHANNEL CROSS SECTION WITH SPUR DIKES
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<br />1;--- Sto 70*-00 - to Sto. 120.00-
<br />DBsign Dischal'\1e _12,100 cf1;
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<br />~end.Elev6f ~7~.~/-. / -,
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<br />NOTE' This drawinQ lIS tI rna.. ........
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<br />STRUCTURE IMPROVEMENTS
<br />
<br />LOCATION 160th Avenue
<br />TYPE OF ReplacewlltJU
<br />IMPROVEMENT bridge w/ehann!!1
<br />'mprClllementsrlJlse
<br /> aadwyEl5075.0
<br />ROADWAY
<br />ELEVATION (Ft.) 5075.2
<br />OVER BRIDGE
<br />BRIDGE
<br />OPENING 1875
<br />AREA (Ft.2)
<br />LOW CHORD
<br />ELEVATION 5073.2
<br />(Ft.l
<br />INVERT
<br />ELEVATION 5062.3
<br />(Ft.)
<br />NATURAL
<br />CHANNEL 5062.3
<br />ELEVATION (Ft.l
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<br />110+00
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<br />70-100
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<br />60.00
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<br />WRIGHT -MCLAUGHliN
<br />""-
<br />
<br />ENGINEERS
<br />oolOt<ldo
<br />
<br />URBAN DRAINAGE
<br />
<br />AND
<br />
<br />FLOOD CONTROL DISTRICT
<br />
<br />PRELIMINARY DESIGN
<br />
<br />STA. 60.00
<br />
<br />10 STA, 120.00
<br />
<br />SHEET NO.
<br />.Q.. OF 22.
<br />
<br />I
<br />;
<br />,
<br />
<br />GROl.fro CONTROL SURVEY BY:
<br />AERIAL PHOTOGRAPHY BY:
<br />TOPOGRAPHIC MAPPING BY:
<br />CONTOUR INTERVAL
<br />
<br />KUCERA a. AssnCIATFS INC
<br />KUCEflA a ASSOOATES INC.
<br />KUCERA 8 AssnCIATFi'< IN!":
<br />;>' DATE FLOWN 4 ;>4 72
<br />
<br />DESIGNED' rn~ Oil
<br />DRAWN- LLU MFM.
<br />CHECKED' D1S KRW
<br />REVISED' ME.M
<br />
<br />DATE'
<br />DATE'
<br />DATE
<br />"""
<br />
<br />2 107;1
<br />21273
<br />224-.73
<br />22773
<br />
<br />ENGINEER'
<br />
<br />CITY of WESTMINSTER
<br />
<br />ADAMS and JEFFERSON COUNTIES
<br />
<br />BIG DRY CREEK
<br />
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