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<br />1, SEE SHEET SSl FOR STORM SEWER
<br />PLAN/PROFILE AND DETAILS.
<br />2. SEE SHEET CP1 FOR LOW FLOW
<br />CROSSING LAYOUT AND PROFILE.
<br />3, STA. 14+50 TO STA, 15+60 AND
<br />STA. 15+75 TO STA. 17+75 TRANSITION
<br />NORMAL-FLOW CHANNEL TO 90' WIDE AT
<br />LOW-FLOW CROSSING, SEE SHEET CP1.
<br />4, PLACE RIPRAP(D50 = 12" ,DEPTH = 18")
<br />LEVEE EMBANKMENT, STA. 4+50 TO
<br />STA, 14+00 TO 3 FEET BELOW TOP
<br />OF LEVEE (TYP,). SEE SHEET CS-1
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<br />w~c ~NGIN~~~ING, ~c.
<br />
<br />WRITERS' TOWER SUITE 500
<br />1660 SOUTH ALBION STREET
<br />DENVER,COLORADO 80222
<br />PHONE NO: (303) 757-8513
<br />
<br />DESIGNED DPK!GPBOATE 07/13/93
<br />ORA WN EJM DA TE 07/13/93
<br />CHECKED DATE
<br />REVISED DATE
<br />
<br />TOWN OF ERIE
<br />COLORADO WATER
<br />CONSERV A TION BOARD
<br />
<br />COAL CREEK
<br />FLOOD CONTROL PROJECT
<br />PROJECT NO. E-1723- 31
<br />
<br />CHANNEL IMPROVEMENTS
<br />PLAN AND PROFILE
<br />STA 7+50 TO STA 20+00
<br />
<br />PROJECT NUMBER
<br />#1723
<br />
<br />DRAWING NUMBER
<br />PP3
<br />
<br />+
<br />
|