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<br />STRUCTURE IMPROVEMENTS
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<br />__L~~_~TION_'
<br />EXISTING STRUCTURE
<br />DESCRIPTION,
<br />OPENING AREA,
<br />
<br />cas RAILROAD
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<br />48"41 C.LI? AND 54"41CMP
<br />12.6 50. fT. AND 16 SQ, FT.
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<br />49+00 -45+00 40+00 35 +00
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<br />GRQUNDCONTROL SURVEY II'!'- CII MOOfI,IJASSOCIATCS
<br />AERIAL P~OTOGRAPNY II'!'- I<'UC€RA 9 A550CIATES,INC.
<br />TOP(lGR"'P~IC MAPPING IIY KUC<RA IJ ASSCC/ATES,IM:.
<br />CONTOUR INTERVAL t OATE FLOWN 4_21_lT
<br />
<br />~~
<br />
<br />DESIGNFD~DATE~
<br />DIlAWN-----EB..lL.DATE.........lQL.1L
<br />CHECKED~DIlTE~
<br />R'EVISED_OATE~
<br />
<br />JEFFERSON COUNTY CITY OF AFNADA CITY OF WESTMINSTER ADAMS COUNTY
<br />
<br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT
<br />
<br />merrick and company engineers
<br />10855 east bethany drive, denver, colorado
<br />
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<br />
<br />MAJOR DRAINAGEWAY PLANNING
<br />LITTLE DRY CREEK
<br />
<br />1113
<br />
<br />NOTE
<br />
<br />THIS DRAWING IS A MASTER PLANNING SHEET AND
<br />REPRESENTS PRELIMINARY AND CONCEPTUAL ENGI-
<br />NEERING IT SHALL NOT BE USED FOR CONSTRUCTION
<br />PURPOSES; SUBJECT TO CHANGE
<br />
<br />1
<br />
<br />rw
<br />"
<br />
<br />PLAN a PROFILE
<br />LITTLE DRY CREEK
<br />STA. 23 + 00 TO STA.49 + 00
<br />
<br />SHEET 17
<br />OF 30
<br />
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