|
<br />VARIES
<br />II'TO I?'
<br />
<br />
<br />(;,"THICI< SEEDED
<br />TO~IL
<br />
<br />----
<br />-----
<br />
<br />COf>JTROL W/l..TER WITH TEMPORARY
<br />FACILITIES TO KEEP RU/JNING, WATER
<br />OUT OF mE WENCH EX-CAVA TION
<br />
<br />BOTTOM OF RIPRAP ELEVATION
<br />5EE' PROFILE
<br />
<br />
<br />REMOVE E)(ISTING,
<br />CONCRETE RUBBLE
<br />
<br />CEX1STING, G,ROUND
<br />
<br />
<br />----- ------
<br />
<br />t-----z.. UNCOMPl'.CTED - - - -
<br />FILL ~ ~I
<br />
<br />
<br />['
<br />
<br />- -----
<br />
<br />BEDDING, MATERIAL
<br />
<br />MAXIMUM LEVEL OF STANDING, W/l..TER
<br />FOR RlPRAP AND BEDDING, PLACEMENT
<br />
<br />TYPICAL LEVEE SECTION-STAn 24+72 TO STA. 26+05
<br />ST A. 25+50 SHOWN
<br />
<br />------------..
<br />
<br />----
<br />-----
<br />
<br />I L DO NOT DISTURB
<br />
<br />II COT",""",D ~
<br />II
<br />__ I
<br />----L......
<br />
<br />~S:.qS MI/J.
<br />
<br />II. DO NOT DISTURB
<br />
<br />1100Tr0NW=> =e
<br />/ \
<br />/ I ~
<br />IJ//--
<br />
<br />~,"",,"""N'
<br />ZONE I ~
<br />
<br />VARIE'::>
<br />1~'TOZ9'
<br />
<br /><t: LEVEE
<br />
<br />(0'
<br />
<br />
<br />5'
<br />
<br />w
<br />~~
<br />~~
<br />a if)
<br />
<br />5'0.02.
<br />~
<br />
<br />L::.:::::::.::
<br />
<br />C;" THICK 'SEEDED
<br />TOPSOIL
<br />
<br />',"',_ '_"_'.' "'_'. <.... ,. ""'__"""', n. S:.OJ5MI,bl.
<br />... - I . \ ~ \ ~ "," -, .. '"" ," I, ' ,_ ..' ,... ,_
<br />
<br />___ ~E)(lSTING, G,ROUf.JD - ',', '-" ',,'- ,,". -. - .'..'".'
<br />'---=::: --
<br />. -:- -:::::::.. -:- - - - - -.-l
<br />. L~"THICKT~:-----
<br />
<br />STRIPPING,
<br />
<br />--:-~
<br />"--
<br />-
<br />------
<br />"
<br />
<br />~,..,'-, " ,.._' ,\' "_~"'.,r"._;'
<br />
<br />_\.. ", ... ' , ,..... ...' ...,
<br />
<br />FILL PlJIC-ED TO
<br />M/I-)(IMUM ELEVATIOf,J
<br />"53~.C
<br />
<br />UNDERDRAI/-J SEE
<br />DETAilS SHEET '"
<br />
<br />tVARIE5 0,5O'TO Z.'~5'
<br />TOP OF RIPRA.P ELEVATIOf,J-SEE PROFILE
<br />12"
<br />
<br />RIPRAP
<br />
<br />--- ---------
<br />
<br />TYPICAL LEVEE SECTION-STA. 26+05 TO STA. 27+80
<br />ST A. 27+00 SHOWN
<br />
<br />VARIES
<br />10' TO 25'
<br />
<br /><t: lEVEE
<br />
<br />LEXlSTING,
<br />G,"1l-llCk TOP50IL G,I<PUND
<br />STRIPPING, -:l---- - - --- -
<br />___ -:::::::--r- ' - ' ' --=:::::..........
<br />~. I \ .
<br />
<br />(0'
<br />
<br /><0'
<br />
<br />" I'" ... , I' I ~'_' '... '_'''' \_
<br />
<br />
<br /><0" THICK SEEDED
<br />TOPSOIL
<br />
<br />RiPRAP
<br />
<br />---------
<br />
<br />MAXIMUM LEVEL OF STA/olDING, WATER fOR
<br />RIPRP<P AND BELOING, PLACEMENT
<br />
<br />12'~ UNCOMP.AC.TED
<br />ALL~
<br />
<br />TYPICAL LEVEE SECTION-STA. 27+80 TO STA. 29+50
<br />ST A. 28+50 SHOWN
<br />
<br />MAXIMUM LEVEL OF STANDING, WATER fOR
<br />RIPRAP AtolD BEDDING, PLACEMENT
<br />
<br />CO/-JTROL WAT~R WITH TEMPORARY
<br />FACILITIES TO KEEP RlJNNING, WATER
<br />OUT OF TOE TRENCH E)(.CAVATION
<br />
<br />
<br />REVISIONS
<br />NO, DATE BY CHK'D, DESCRIPTION
<br />
<br />~'1~
<br />
<br />MULLER ENGINEERING COMPANY, INC.
<br />
<br />CONSULTING ENGINEERS
<br />7000 WEST FOURTEENTH AVENUE
<br />LAKEWOOD, COLORADO 80215
<br />(03) 232-9340
<br />
<br />~ UNCDMP/lc:rED
<br />FllL~
<br />
<br />3579
<br />
<br />CONTROL WATER
<br />WITH TEMPORARY
<br />FACILITIES TO KEEP
<br />RUf.JIJING, W/l..TB<
<br />OUT OF Toe
<br />TREt004 EXCAVATION
<br />
<br />3'
<br />BOTTOM OF
<br />I' RIPRAP ELEVATION-
<br />SEE PROFILE
<br />
<br />RIO GRANDE LEVEE IMPROVEMENTS
<br />FINAL DESIGN - PHASE II .
<br />
<br />.......
<br />..~..~.~.~.fGI;,~
<br />.....":J.~~\.S.h~... "'~
<br />..~ .:,~~ .~.. ~
<br />. :;~i (1 ~~.
<br />r'~~*i: 7''f611JJr'
<br />~ ~ i :'
<br />. - .
<br />. '- 'I. ...t
<br />l \'J ~s/""...;~'~"f#
<br />I ..~~A.J}io..
<br />
<br />LEVEE CROSS SECTIONS
<br />
<br /> DESIGNED D.TE JUNE 1987
<br /> eEL
<br />CITY OF ALAMOSA DR.... DWG. NO.
<br /> ss
<br />316 Hunt A venue CHECKED MSD PROJ. NO. 8705/855
<br />Alamosa, Colorado 81101 SCALE 1-- 5'
<br /> SHEET 4 OF 6
<br />
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