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<br />FLOOD PLAIN
<br />MAJOR CHANNEL IMPROVEMENTS
<br />(dropstrucfures,groding,grassing)
<br />MINOR CHANNEL IMPROVEMENTS
<br />(check dams)
<br />NEW STREET CROSSING
<br />UNDERGROUND CONDUITS
<br />STORAGE RESERVOIR
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<br />LEGEND-INDEX MAP
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<br />MAJOR
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<br />DRAINAGEWAY
<br />
<br />PLANNING
<br />
<br />SANDERSON
<br />
<br />GULCH/WEIR
<br />
<br />GULCH
<br />
<br />THE INFORMATION PORTRAYED ON THE FOLLOWING DRAWINGS IS FOR PLANNING PURPOSES ONLY AND IS INTENI'ED TO PROVIDE THE CA-
<br />PABILITY FOR STAGED DEVELOPMENT OF A TOTALLY COMPATIBLE DRAINAGE SYSTEM, THE DRAWINGS ARE NOT TO BE CONSTRUED AS
<br />FINAL DESIGN DRAWINGS NOR ARE THEY TO BE USED FOR CONSTRUCTION PURPOSES, SEE SECTION = OF VOLUME I OF THIS
<br />REPORT FOR ADDITIONAL DISCUSSION OF THE INTENDED USE AND LIMITATIONS OF THE INFORMATION PROVIDED ON THESE DRAWINGS.
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<br />FRASIER & GINGERY, INC.
<br />Consulting Engineers
<br />1601 South Fed..ol
<br />(;enver, Colorado 80219
<br />
<br />URBAN DRAINAGE
<br />City of Denver
<br />
<br />AND FLOOD CONTROL DISTRICT
<br />Jefferson County City of Lakewood
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<br />SHEET t<JQ
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<br />LEGEND- PLAN AND PROFILE SHEETS
<br />
<br />PROFILE
<br />
<br />1"';/. ~."~ CONCRETE
<br />WJ> 'n..'ti-, ~ R1PRAP
<br />CHANNEL INVERT PROFIL.E
<br />---- WATER SURFACE PROFILE (IOO~r.)
<br />WATER SURFACE PROFIL.E (IO~r,)
<br />DROP STRUCTURE
<br />EXISTING GROUND PROFILE
<br />CHECK DAM
<br />EXISTING UTILITIES
<br />RELOCATED UTILITIES
<br />APPROX. NORTH BANK PROFILE
<br />-.- APPROX. SOUTH BANK PROFILE
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<br />"'L
<br />-----
<br />.....
<br />,
<br />o
<br />
<br />PLAN
<br />
<br />iXfi, .,-.-"b
<br />
<br />R\PRAP OR GABION
<br />MINIMUM RIGHT-Of-WAY REQUIRED OR EXISTING
<br />WATER EDGE IN CHANNEL (IOyr.)
<br />WATER EDGE -IMPROVED FACILITIES (IOOyr.)
<br />LIMIT OF GROUND CUT
<br />STATIONING CENTERLINE
<br />EX lSTlNG UTILITY SIZE AND INITIAL.
<br />EXISTING STORM SEWER
<br />SLOPE LINES
<br />PROPOSED BRIDGE
<br />PROPOSED CULVERT
<br />CHECK DAM
<br />DROP STRUCTURE
<br />UTI LlTY POLE
<br />TRANSMISSION TOWER
<br />FI LL AREA
<br />EXISTING FLOOD'PLAIN (IOOyr.)
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<br />
<br />DRAWING
<br />
<br />INDEX
<br />
<br />DRAWING NO TITLE
<br />I INDEX MAP
<br />2 BASIN BOUNDARIES- DENVER
<br />3 - LAKEWOOD
<br />S-I SANDERSON GULCH Sta. 0+00 to 28 +00
<br />S-2 Sta. 28+00 ta 57 -t-OO
<br />S-3 5ta. 57+00 la 88 +00
<br />S-' Sta. 88+00 ta 119 +00
<br />S-5 Sto 119 +00 to 149"tOO
<br />S-. Sta. 149+00 fa 1781' 50
<br />S-7 SIo 178-+50 ta 2101' DO
<br />S-8 Sta. 210+00 to 242 + 00
<br />S-9 Sto 242+00 to 274+00
<br />5-10 Sta. 274+00 to 305 +00
<br />5-11 Sto 305+00 to 335 + 00
<br />5-12 SIo 335+00 to 372 + 00
<br />NS-I NORTH SANDERSON GULCH Ste. 0'00 to 29160
<br />NS-2 Ste. 29+60 10 59'10
<br />NS-3 Sta. 59'10 10 88+40
<br />NS-4 Sta. 89+00 to 116+00
<br />W-I WEIR GULCH Sto. 0+00 te 32+00
<br />W-2 Sta. 32+00 to 60+00
<br />W-3 Sta. 60+00 10 90-10-00
<br />W-' Sta. 90...00 to \22 + 00
<br />W-5 Sta. 122+00 to 152+00
<br />W-. Sta. 152+00 to 1821'50
<br />W-7 Sto. 182+ 50 to 213+ 00
<br />W-8 Ste. 213+00 to 242+ 00
<br />W-9 Sta. 242+00 to 270t 00
<br />W-IO Sta. 270+00 fo 299+ 00
<br />W-Il Sfa. 299+00 to 331+00
<br />W-12 Sto. 331...00 to 357-1- 00
<br />W-13 SIo 357+00 to 386+00
<br />NW-I NORTH WEIR GULCH SIo 0+00 10 19+00
<br />NW-2 SIo 19+00 to 41+ 00
<br />SW-I SOUTH WEIR GULCH SIo 0+00 10 35+50
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