|
<br />
<br />WEST WALL TO BE
<br />WITHIN +0" TO -6" OF
<br />ELEVATION OF ADJACENT
<br />NATURAL GROUND
<br />
<br />~o
<br />~
<br /><(:
<br />1-
<br />
<br />lOt><
<br />,><
<br />:\\'-.
<br />S
<br />
<br />---------------
<br />28
<br />
<br />---------------
<br />
<br />~
<br />
<br />NOTE:
<br />SAFETY GUARD NOT
<br />SHOWN FOR CLARITY
<br />
<br />~
<br />
<br />PIPE
<br />\ ENTRANCE
<br />\
<br />\
<br />\
<br />\
<br />
<br />48"\ll PIPE
<br />
<br />
<br />~
<br />
<br />13'
<br />
<br />
<br />----------
<br />
<br />~
<br />
<br />~q,
<br />,><
<br />:\\'-.
<br />S
<br />
<br />------
<br />
<br />~
<br />
<br />X EL. 9731
<br />
<br />31
<br />
<br />..<-.
<br /><'"0
<br />~
<br />
<br />~
<br />PLAN - INTERCEPTION STRUCTURE
<br />
<br />I
<br />o
<br />
<br />SCALE: 1"=5'
<br />I I
<br />5
<br />
<br />HEADWALL
<br />
<br />
<br />
<br />I
<br />10
<br />
<br />SAFETY GUARD
<br />2"0 STD. STEEL
<br />PIPE @ 8" O.C.,
<br />L 2"x2"x1!4" TOP
<br />AND BOTTOM FRAME.
<br />HINGED AT HEADWALL.
<br />
<br />'<t
<br />lO
<br />+
<br />~
<br />
<br />.:i,y,:;r}
<br />3" (TYP )[' '<:;f,;;~~
<br />. 1 r.o.".. .
<br />~ .....-." ,.
<br />
<br />6" (TYP.)~ FLOW
<br />
<br />GRASSED
<br />SWALE
<br />
<br />
<br />
<br />~
<br />VJ
<br />
<br />EL. 9729
<br />
<br />
<br />EAST WALL
<br />
<br />DETAIL - INLET TO PIPE
<br />
<br />',:.,'
<br />.,.:
<br />. ,,;'..
<br />
<br />EL. 9724.5
<br />
<br />
<br />100-YEAR WATER
<br />
<br />MAl TAIN
<br />MIN. 2' COVER
<br />j
<br />
<br />EL. 9719:1:
<br />
<br />48"0 PIPE
<br />SLOPE 3.6% :l:
<br />
<br />GROUTED RIPRAP
<br />(18" TO 24" DIA.)
<br />
<br />PROFILE - INTERCEPTION STRUCTURE (UPPER COLLECTION SYSTEM)
<br />
<br />I
<br />o
<br />
<br />SCALE: 1 "=5'
<br />I I
<br />5
<br />
<br />I
<br />10
<br />
<br />---------------
<br />
<br />EL. 9710
<br />
<br />EL. 9705
<br />
<br />r---
<br />lO
<br />">
<br />">
<br />+
<br />l[)
<br />
<br />~
<br />VJ
<br />
<br />ct--r
<br />FLOW 48"0
<br />__1
<br />
<br />
<br />INV. EL.
<br />=9700.0
<br />
<br />APPROXIMATE
<br />EXISTING GROUND
<br />/
<br />
<br />15.33'
<br />
<br />END SILL
<br />
<br />
<br />---------
<br />
<br />01
<br />'<t
<br />+
<br />l[)
<br />~
<br />VJ
<br />
<br />I
<br />~
<br />
<br />
<br />
<br />
<br />BAFFLE
<br />
<br />
<br />APRON)
<br />(FLOOR
<br />X 9698.25
<br />
<br />3:1 MAINTAIN VEGETATION
<br />MAX. WHERE POSSIBLE
<br />,
<br />= = = =RE-P NT VEGETATION
<br />WHERE TEMPORARY
<br />X ~~X. ,REMOV L IS NECESSA Y
<br />
<br />
<br />
<br />SILL EL.
<br />=9700.0
<br />
<br />
<br />==~
<br />DRAIN PIPES ~
<br />TO DAYLIGHT ~
<br />
<br />
<br />/
<br />/
<br />
<br />PLAN - OUTLET STRUCTURE
<br />
<br />f"U:, " -I-
<br />n:':,::,:n,:' ,:,:::':::,:n n:,:,n:n ,:::,:::n :,',:;J::,:':::::,\': ':::::::':,n n::'::'::':':,:n:n::'n :::,4:l: ':EC:<700n:::::,:::::: ,:':::::::,l:'::'::':n:~17b!.."nl;l, ,n m n
<br />EL. 9700
<br />
<br />EL. 9695
<br />
<br />4+80
<br />
<br />r"-
<br /><D
<br />nmn, nnnmm' mm nm n mmn nmm n ,mm, n n m nnn n mmnn 1') nnn nmnmn nmnn
<br />n m nn n m n n nm n nmm nmmmm mn nmmnnm':;'" n nm m nmmm nmmnn
<br />
<br />/
<br />
<br />I
<br />o
<br />
<br />SCALE: 1 "=5'
<br />I I
<br />5
<br />
<br />I
<br />10
<br />
<br />- - -
<br />
<br />5+00
<br />
<br />5+20
<br />
<br />nn,nn nm ~ mn mm'mm nmmnn mnnmn~ ,m n nnn n n nmmm mnnnm nn,mnn
<br />,mnn n nn,n n,m !I) m ,mnn nnnmnm nnmmm,lJO mnm nnn n n nmnn n n m mn nmmnn
<br />
<br />5+60
<br />
<br />" ~lf'~~ ;),n:,::::, ,::,:::,:::: .::::,::nn nn:,:n:,::,: n::,:,:::::,:' :'::::::: n:':,:':,:':,:: n,::,:n:::::::n:::::, n::,:::,:,:: n:,:,:::,:'::: n,:,::,:,::::n:,:::.,:'
<br />
<br />~
<br />
<br />""mn.m REM~ VE:-3
<br />n nmmm \.fEGE AflO
<br />
<br />-9-70
<br />
<br />"n, II n -:'::nt==mmm n n nmmn ""';;;;;;:' nmmn
<br />,~. ,
<br />- :::::::;~ ~-&iF';:f""=,:,
<br />
<br />-------
<br />
<br />- -
<br />
<br />I(l%;l.{ a
<br />
<br />
<br />~
<br />~
<br />~
<br />~
<br />~
<br />~
<br />
<br />-
<br />
<br />6+40
<br />
<br />'"
<br />~
<br />"
<br />.!!i
<br />'0
<br />"
<br />"
<br />,/
<br />~
<br />o
<br />"'"
<br />I
<br />o
<br />o
<br />o
<br />.;;;
<br />0{)
<br />o
<br />I
<br />,...
<br />OJ
<br />,/
<br />'"
<br />~
<br />"
<br />I
<br />"
<br />o
<br />o
<br />o
<br />OJ
<br />OJ
<br />'-
<br />'-
<br />0{)
<br />
<br />::::'::',: m mm n nm n mnm n n:....'" ""i:.:.::;:';':'::'::: == ::;;:,:::::,:,:::::::::::::: ::::::::::::::::n ':'::':::m ':::n':': ':::n'::.j;L: p:l~,~1 ;,l:~,~,I:' nn::,::::,::::::::::::::,
<br />NBO .,,--_
<br />~
<br />
<br />NOTE: ALL ELEVATIONS ARE DATUM NGVD 1929
<br />
<br />5+40
<br />
<br />N
<br />
<br />5+80
<br />
<br />6+00
<br />
<br />6+20
<br />
<br />PROFILE - OUTLET STRUCTURE
<br />
<br />~
<br />
<br />WRIGHT WATER ENGINEERS. INC. I
<br />2490 W. 26TH AVE. SUITE 100A
<br />DENVER, CO 80211
<br />(303)480-1700
<br />
<br />TRACT D, TYRA AMENDED FILING NO. 3
<br />
<br />I UPPER
<br />
<br />COLLECTION SYSTEM
<br />
<br />SCALE: 1"= 1 O' VERTICAL
<br />SCALE: 1"=10' HORIZONTAL
<br />
<br />DET AILS I ~~~;
<br />DATE
<br />SCALE
<br />
<br />RAU
<br />I<AW
<br />RAU
<br />5/1/98
<br />110-5'
<br />
<br />REVISION
<br />
<br />I PROJECT NUMBER I
<br />
<br />DATE
<br />
<br />SHEET
<br />
<br />I
<br />
<br />3
<br />
<br />971-055.000
<br />
<br />5/98
<br />
|