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<br />BOULDER MAJOR
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<br />DRAINAGEWAYS
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<br />CITY OF BOULDER COLORADO
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<br />
<br />DEPARTMENT
<br />
<br />PUBLIC
<br />
<br />WORKS
<br />
<br />OF
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<br />.~~
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<br />Scale ,". 1000'
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<br />LEGEND
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<br />PROFILF
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<br />SM 0.0-
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<br />PLAN
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<br />.
<br />
<br />CONCRETE
<br />RIPRAP
<br />CHANNEL INVERT PROF]LE
<br />CHANNEL INVERT PROFILE HIDDEN
<br />WATER SURfACE PROfiLE
<br />GROUND PROFILE
<br />GROUND PROfiLE - FLOOD PLAIN
<br />STREAM MILES ABOVE CONFLUENCE
<br />EXIST]NG UTILITIES
<br />RELOCATED UTILITIES
<br />
<br />R]PRAP
<br />MINIMUM RIGHT-Of-WAY REQUIRED
<br />WATER EDGE IN CHANNEL
<br />FLOOD PLAIN LIMIT - IMPROVED CONDITIONS
<br />LIMIT Of GROUND CUT
<br />STATIONING CENTERLINE
<br />SLOPE LINES
<br />STREAM MILES ABOVE CONFLUENCE
<br />PROPOSED BRIDGE
<br />PROPOSED BOX CULVERT
<br />PROPOSED PIPE CULVERT
<br />EXISTING STORM SEWER
<br />EXISTING SANITARY SEWER
<br />RELOCATED UTILITIES
<br />UTILITY POLE
<br />FLOOD- PLAIN L1MIT- EXISTING CONDITIONS.
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<br />DRAWING INDEX
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<br />SHEETNQ OllAWINGNQ TITLE
<br />I I LOCATION AND DRAWING INDEX
<br />2 2 SOUTH BOULDER FLOOD PLAINS
<br />3 3 NORTH BOULDER fLOOD PLAINS
<br />. GR-l GREGORY CREEK.............. Sta. 0+00 to 30+00
<br />5 GR-2 " " Sto. 30+00 to 61+00
<br />. BL-] BLUEBELL CANYON CREEK ..Sta. 0+00 to 30+00
<br />7 BL-2 " " , Sta. 30+00' to 47+00
<br />8 BL-3 " " " Sta. 47+00 to 77+00
<br />. BL-4 " " " Sfa. 77+00 to 98'+50
<br />10 KI-I KING GULCH .......... ...,.....Sta. 0+00 to 27.40
<br />II .5K-1 SKUNK CREEK..... .......... .Sto. 0+00 to 30+00
<br />12 SK-2 " " Sta. 30+00 to 6]+00
<br />13 SK-3 " " Sta. 61+00 to 91+00
<br />" SK-4 " " St" 9 [+00 to 117+00
<br />15 SK-5 " " Sta. I 17+00 to 141+00
<br />I. BE-I BEAR CANYON CREEK.... ..Sta.. 0+00 to 31+00
<br />17 BE-2 " " " St" 31 +00 to 63+00
<br />18 BE-3 " " , St,. 63+00 to 95+00
<br />I. BE-4 " " " Sto, 95+00 to 125+00
<br />20 BE-5 " " " Sto. 125+00 to 155~00
<br />21 BE-6 " " " Sta. 155+00 to IB5+00
<br />22 BE-7 " " " Sto. 185+00 to 199+00
<br />23 VI-] VIELE CHANNEL.... .......... Sta. 0+00 to 25+00
<br />2. VI-2 " " Sto. 25+00 to 50+00
<br />25 Vl-3 , " Sto. 50+00 to 74+90
<br />2. AN-] ANQERSON CHANNEL..........Sta. 0+00 to 31+00
<br />27 DA-I DAV]D'S DRAW.............. ... .Sto. 0+00 to 31+00
<br />28 DA-2 " " Ste. 31+00 to 61+00
<br />2. DA-3 " " Sto. 61+00 to 90+00
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<br />Wright - McLaughlin Enszineers
<br />2059 Bryant St..., D.nv.t Colotoda
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<br />DRAWING NO. 1 of 29
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