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<br />
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<br />NOTE.
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<br />Proposed mejhodsofpro~idm\l cUl-de-sacs
<br />Or re-routln\lcf dead end streels a alleys
<br /><lre rndlc<lted on plans for benefit of traffic
<br />design. Costs of such relocation and necessary
<br />RO.W. are not included In cost estimates.
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<br />NOTE This d,awlng is a master pl<lnnlnQ shut
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<br />
<br />GROUND CONTROL SURVEY BY
<br />AERIAL PHOTOGRAPHY BY
<br />TOPOGRAPHIC MAPPING BY
<br />CONTOUR INTERVAL 2'
<br />
<br />
<br />85+0'0'"
<br />
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<br />75+00
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<br />65+00
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<br />......................... ...... ......60+00
<br />
<br />BELL SURVE_,!ING __CO.
<br />KUCERA AND AS$OCIATES,INC.
<br />KUCERA AND ASSQCIATES,INC. '
<br />DATE FLOWN.' (1/2:4171
<br />
<br />ENGINEER:
<br />FRASIER a GINGERY, INC.
<br />CONSULTING ENGINEERS
<br />
<br />DESIGNED N.C.R. DATE
<br />DRAWN ,I.I r, DATE
<br />CHECKED~DATE
<br />REVISED J. L.!LDATE
<br />
<br />7/31/7'?
<br />AI'?I7'?
<br />8/7/72
<br />A/14172
<br />
<br />URBAN DRAINAGE AND FLOOD
<br />
<br />CONTROL DISTRICT
<br />
<br />MAJOR DRAINAGEWAY PLANNING
<br />
<br />CITY OF DENVER
<br />
<br />JEFFERSON COUNTY
<br />
<br />CITY OF LAKEWOOD
<br />
<br />SANDERSON GULCH / WEIR GULCH
<br />
<br />WEIR GULCH
<br />STA. 60'00 to 90'00
<br />
<br />DRAWING NO W 3
<br />SHEET 22
<br />OF 35
<br />
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