|
<br />, '
<br /><'
<br />/ J'v"
<br /><'
<br /><'
<br /><'
<br /><'
<br /><'
<br /><'
<br />/
<br /><' .
<br />/
<br />i,/""
<br /><'
<br />/
<br />/
<br /><'
<br />'29., 1/
<br /><'
<br />/
<br />
<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
<br />
<br /><'
<br />" ,-
<br />,y
<br />/
<br />-/
<br /><'
<br />
<br />t'\f':{"
<br />,',. t.J.1K?;,~:\r
<br />.,' , ,\ II t
<br />. Jr .~._:~, 1
<br />
<br />m\'l€"
<br />
<br />'.'",,1<>:
<br />
<br />"
<br />-
<br />
<br />-"
<br />
<br />
<br />LEGEND-INDEX MAP
<br />
<br />~~
<br />
<br />-~
<br />
<br />~9
<br />
<br />MAJOR
<br />
<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.
<br />
<br />
<br />,..,-.-,,-
<br />
<br />c-~~~~;
<br />
<br />.,
<br />
<br />:':\!i ,~~,...';",~, ~':~;~:r
<br />
<br />,~---,-,~"~JJ,'_",';",, I,' ','-":-'~ ~I'j, ~:., '1___.
<br />,_ ': ,-J, _ ,- ,.' <1.
<br />';;\'~1 ;r';: .~
<br />
<br />
<br />
<br />,;.. .~-:,.
<br />
<br />,~-----""
<br />
<br />"i;j
<br />
<br />.' --'-'-"
<br />
<br />~)~~~I~~~
<br />'1r,""M' r::I' _:"'~' ,:;1
<br />. '''.''''';';'m ""tfi}!
<br />" ":i~t!!])f[;~ii ~,~,"
<br />;"~~:-?"' ;,"''-,'.-''--,'_.'-,-,','---:.~'::':'-:-'7:.',l, ,''',''J,';;ff''''''., ,',', i#.- -j,'
<br />-J - ',C. '-~\L!_-.J_";": :f::-,::"
<br />.,>~.,~;;~-~~~ ' "
<br />.' "'W ' ' >;''',~Jc'
<br />."'j -~~- 'j,~~? ,,:,;:,'-:(/ ~
<br />'c."", ",,',"" "'I' '
<br />';:~++~, ,: . + (. " ..
<br />-'- ~- -7"~ -~- ~ .,~::- . -'-k::-'~ :.. '..; ';. ;. -::'"7
<br />t, \t ~
<br />'~5""~""
<br />
<br />=4;,,',':
<br />
<br />
<br />~< ,
<br />
<br />;:",f,.:,
<br />
<br />
<br />
<br />ll-,..
<br />
<br />I
<br />
<br />?~
<br />
<br />-~,
<br />
<br />-"",,,,,':'^"'''.:;;.c
<br />
<br />
<br />- ~ I \, !
<br />'.J (-. 'i[
<br />~-. "~ '. ~'( 9 :.;;,t--";,.",:-.,-; ~L~:t;
<br />";' f,.....:' .;, '"::,'h"': i
<br />'-'''i''-~ .,~:,\'jj<{:-1 ,---<!" '::..1'0
<br />'. " ~ ~J'Y,(:k': ' · '
<br />
<br />,..: .) 'If:"
<br />'~,\.:, . -" ",,,,'J>'"
<br />.../*,>~~
<br />- ': "',1Ii....-
<br />.. .::::'~i~ I
<br />
<br />-'
<br />
<br />'-:J _
<br />- I(-",.:~~:~;~,.
<br /><' ,
<br />
<br />,
<br />, I
<br />, "
<br />,
<br />,
<br />,
<br />,
<br />,
<br />~ _ .1': _
<br />
<br />_ r
<br />
<br />Ill\..
<br />
<br />,
<br />
<br />^
<br />'"
<br />
<br />>
<br />
<br />'i
<br />
<br />,
<br />
<br />~, J
<br />
<br />, ,..
<br />"
<br />
<br />.;>XJ'
<br />
<br />,eM
<br />
<br />~ i
<br />I
<br />I'
<br />I
<br />
<br />"
<br />
<br />t",.-, %
<br />
<br />.: .re \2
<br />
<br />I '. -""'"~
<br />\ I ~.....\\ ..x-
<br />M)7~\) If? _fiYLCij I rv'~
<br />'I""',;NI'Wf..; ~ri)W-I3l.=~_~ W-I~fi' ' .
<br />~ ~ ........-J"'"\---r-;-
<br />1 -
<br />
<br />S. W,e~ G~~ -"'= ~ : .. N. SANO;:S
<br />I 'I~ L~....,J-=,.~
<br />: ~;~~ ", '" . . -" N52. NS~
<br />
<br />: ~'0;~""l':,', ~~.,',' I' s,"" SAN" ~,', , !
<br />I "",.""~"" '+< O",RsO,
<br />;.._:.;. _ _ _. _~ _ ~""_._ __ 'w _ ~ _ _ _L '-,'_ _" ~.:.....~~ ..,..Ij: _ _~~l_ ....:.. _...,J"
<br />$-10' ~
<br />,-&'," , S-9 '/'c..J..
<br />~ . ~ ,~V,
<br />
<br />,I-
<br />
<br />: ~....1
<br />,c -w' E,tfl'.,-.),
<br />W-g " ~;-"~
<br />.............................~..,...-
<br />,". " ~---
<br />
<br />'(::.,
<br />"
<br />I
<br />
<br />,.
<br />
<br />A~\k
<br />
<br />
<br />1'"'
<br />
<br />:2'1
<br />
<br />, ~ 4 GV
<br />~-
<br />5-5 ~
<br />....,~~~e
<br />t_,:.:w,.".,::v '", '
<br />- ~ - - -" '.~"~'. {~;:I ;;
<br /><"'" ", ~ 'c ..J, ~'
<br />I
<br />
<br />,
<br />, ' .
<br />- -'CT~~~,~~~rirr;~~l-"
<br />
<br />c( I
<br />,..I
<br />iI
<br />
<br />" ~
<br />(;
<br />
<br />c'
<br />
<br />_'f;,.6;./
<br />"::"1
<br />
<br />- -.S.....7
<br />
<br />" ~".",
<br />~" ~'I C'
<br />
<br />.
<br />
<br />.
<br />
<br />).-
<br />
<br />1
<br />I:
<br />
<br />j;l" '-,~
<br />
<br />'-',i:i. L
<br />+"- J?';
<br />
<br />
<br />i
<br />, .
<br />I
<br />
<br />J';-;h.,"'<
<br />
<br />:>1...
<br />
<br />" v'
<br />
<br />'-
<br />
<br />'f-
<br />
<br />,
<br />
<br />r;
<br />[2
<br />
<br />..,
<br />
<br />"f"
<br />
<br />r'
<br />
<br />~";1'::,'.'t\ I,;')
<br />
<br />r''''""
<br />
<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
<br />
<br />t
<br />SHEET t>.JQ
<br />,
<br />2
<br />3
<br />4
<br />5
<br />6
<br />7
<br />8
<br />9
<br />10
<br />"
<br />12
<br />13
<br />"
<br />15
<br />16
<br />17
<br />18
<br />19
<br />20
<br />21
<br />22
<br />23
<br />2'
<br />25
<br />26
<br />27
<br />28
<br />29
<br />30
<br />31
<br />32
<br />33
<br />3'
<br />35
<br />
<br /><.
<br />
<br />"
<br />
<br />LEGEND- PLAN AND PROFILE SHEETS
<br />
<br />PROFILE
<br />
<br />1"';/. ~."~ CONCRETE
<br />WJ> 'n..'t:-, ~ 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
<br />
<br />"'L
<br />-----
<br />.....
<br />I
<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.)
<br />
<br />;,~"' ,;'q:,;,~
<br />
<br />-18"5,5,-
<br />__I.!LSlr~S_
<br />-,..,.,-(,-- l'n---
<br />J==={
<br />~===~
<br />i~n.:
<br />:';':
<br />
<br />IS]
<br />
<br />-.,'
<br />
<br />=.~
<br />~~__."uu~
<br />
<br />DRAWING
<br />
<br />INDEX
<br />
<br />DRAWING NO TITLE
<br />I INDEX MAP
<br />2 BASIN BOUNDARIES- DENVER
<br />3 - LAKEWOOD
<br />5-1 SANDERSON GULCH Sto. 0+00 10 28 +00
<br />5-2 Sto. 28+00 to 57 -t-OO
<br />5-3 Sto. 57+00 10 88 +00
<br />5-' Sto. 88+00 to 119 +00
<br />S-5 Sto 119 +00 to 149"t00
<br />5-6 Sto. 149+00 to 1781' 50
<br />5-7 SIo 178+50 to 2101' 00
<br />5-8 Sto. 210+00 to 242 + 00
<br />5-9 Sto 242+00 to 274+00
<br />5-10 5to. 274+00 to 305 +00
<br />5-11 Sto 305+00 to 335 + 00
<br />5-12 510 335+00 to 372 + 00
<br />NS-I NORTH SANDERSON GULCH Ste. 0'00 to 29'60
<br />NS-2 Ste. 29+60 10 59'10
<br />NS-3 Sto. 59'10 to 88+40
<br />NS-4 Sto. 89+00 10 116+00
<br />W-I WEIR GULCH 5to. 0+00 to 3'2+00
<br />W-2 Sto. 321'00 to 60+00
<br />W-3 Sta. 60+00 10 90-10-00
<br />W-' Sto. 90...00 to \2'2 + 00
<br />W-5 Sfa. 122+00 to 152+00
<br />W-6 Sto. 152+00 to 1821'50
<br />W-7 Sta. 182+ 50 to 213+ 00
<br />W-8 Ste. 213+00 to 242+ 00
<br />W>9 Sto. 242+00 to 270t 00
<br />W-IO Sto. 270+00 fo 299+ 00
<br />W-Il Sfo. 299+00 to 331+00
<br />W-12 Sto. 331...00 to 357-1- 00
<br />W-13 SIo 357+00 10 386+00
<br />NW-I NORTH WEIR GULCH 510 0+00 10 19+00
<br />NW-2 510 19+00 to 41+ 00
<br />SW-I SOUTH WEIR GULCH 510 0+00 10 35+50
<br />
|