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<br />TEST HO~E -It 14 TREE /
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<br />/ CiROUND '-
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<br />/' ,,' FILL iJlTH RIPAAP __.. PLACE NEW RIPRAP .AND BEDDINCi .~ \
<br />/ rfVER EXISTING I SEE TYPICAL SECTION I
<br />/ 12- RIPRA?-SEE CROSS
<br />~/ ~\) I SECTION 5TA 823+501
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<br />
<br />NOTES' I) SEE SHEET FOR LEGEND FOR LOGS OF EXPLORATIONS
<br />2) SEE SHEET FOR SUMMARY OF QUANTITIES.
<br />
<br />7550
<br />
<br />7540
<br />
<br />R:PRAP~
<br />
<br />2.'
<br />
<br />-~----~
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<br />........:-:.--- .
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<br />
<br />7540
<br />
<br />15/12
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<br />7530
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<br />7535
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<br />
<br />
<br />7515
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<br />8/12
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<br />0-'
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<br />7525
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<br />\. OOTTOM OF
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<br />!8/12.
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<br />PROFILE
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<br />7525
<br />
<br />7540
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<br />V: 1"= 5'
<br />
<br />50/(4
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<br />7520
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<br />ST A 823+00
<br />
<br />I
<br />821
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<br />I
<br />822
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<br />I
<br />823
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<br />I
<br />824
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<br />2.4/12
<br />
<br />7550
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<br />1" = 10'
<br />
<br />7540
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<br />
<br />STA 822+00
<br />
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<br />60
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<br />
<br />1" = 10'
<br />
<br />7520
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<br />20
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<br />"-------->--------
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<br />CONSTRUCT TEMPORARY DIKE WITH TOE,
<br />EXCAVATIONS TO CHANNELIZE WATER
<br />AWAY FROM EXCAVATION-REMOVE DIKE
<br />AFTER COMPLETI N OF WORK
<br />
<br />EL 752.90
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<br />
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<br />EL 753(".0
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<br />2.5
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<br />BEDDINq
<br />MATERIAL
<br />
<br />40
<br />1--------
<br />
<br />30
<br />I
<br />I
<br />
<br />20
<br />1
<br />
<br />I FINAL
<br />(,RADE
<br />I
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<br />SEqREGATED. IF MATERIALS DO BECOME SEGREGATED..I:rHE~ PUMPING WILL BE NECESSARY TO REMOVE
<br />WATER FROM THE SUB(,RADE. IF PUf'1PINq PROVES IMPKAC~'friL, THE BEDDING THICKNESS SHALL BE
<br />" ~"i=.c;fR\~S~?O~Ol:.~NCH~S ALL BEDD!Nq P-,ND RIPRAP MU'SBE PLACED "IM_.A MANNER TO A\lOID
<br />
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<br />12"
<br />1,27 -I
<br />
<br />TYPICAL CROSS SECTION
<br />
<br />
<br />STA 821+00
<br />
<br />I
<br />40
<br />
<br />1"= 10' I
<br />20
<br />
<br />
<br />~
<br />
<br />STA 821+50
<br />
<br />I
<br />40
<br />
<br />1"= 10'
<br />
<br />I
<br />20
<br />
<br />7540
<br />
<br />7530
<br />
<br />17520
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<br />
<br />LEGEND FOR CROSS SECTIONS.
<br />
<br />\ \ \\ ~ EXCP-,VA+ION I
<br />/1//1:
<br />~_____R\~_~P;____"_______. +. ________. __ _.______ ~
<br />.", '. '" I
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<br />1 = 5 .
<br />
<br />7550
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<br />EARTH FILL
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<br />BEDDINGj
<br />,
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<br />, EXISTINCi EjROUND
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<br />CONTROL LINE
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<br />
<br />MSD
<br />
<br />RIO GRANDE LEVEE SYSTEM
<br />EMERGENCY GOLF COURSE LEVEE REPAIR
<br />
<br />
<br />J~A\',N
<br />
<br />JHK
<br />LAM
<br />
<br />CHEU'ell
<br />
<br />AS SHOWN
<br />
<br />PLAN, PROFILE, AND
<br />DET AILS
<br />
<br />SCALE
<br />
<br />-lATE
<br />
<br />MARCH,1986
<br />MULLER ENGINEERING COMPANY, INC.
<br />u__ _" _
<br />COI\SULTI0iC ENGINEERS
<br />7000 WEST FOLRTEENTH AVE0JUE
<br />lAKE\\'OOD. COLORADO 80~15
<br />(303\ 232-934C
<br />
<br />;'>HLJJH..l NV
<br />
<br />8601
<br />
<br />CITY OF ALAMOSA
<br />
<br />~"':"W.N[j ..0
<br />
<br />ALAMOSA COUNTY
<br />
<br />SHEET ___ 2 __ OF _ 2_
<br />
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