|
<br />20'
<br />
<br />tl lEVEE
<br />b'
<br />
<br />EXISTING
<br />GROUND~_
<br />
<br />
<br />CONTROL WATER WITH TEMPORA.Rv
<br />FACILITIES TO KEEP RUNNING WA.TER
<br />OUT OF TOE TRENCH EXCAVATION
<br />
<br />LEVEE: ELEVATION - SEE PROFI lE
<br />VARIES 2'TO 3'
<br />-rOP OF RIPRAP ELEVATION - SEE PROFILE
<br />
<br />o
<br />
<br />REnOVE EXI5TINC.
<br />EMBANKMENT TO
<br />ELEVATIoN SHOWN
<br />ON PROFilE
<br />
<br />EMBANKnENT ZONE I
<br />d'THICK TOPSOIL STRIPPING
<br />
<br />UNDERDeAIN
<br />SEE DETAILS, SHEET 9
<br />
<br />BEDDING MATERIAL
<br />
<br />nAX IMUM LEVEL 01=" STANDING W4TER
<br />DURING BEDDING AND RIPRAP PLACEME.lJT
<br />
<br />TYPICAL LEVEE SECTION
<br />STA. 31+10 TO 34+75 AND STATION 50+10 TO 58+65
<br />Sta. 54+00 Shown
<br />
<br />3'
<br />
<br />BOTTOM OF 12IPRAP ElEVATlON-
<br />I' SEE PROFI LE
<br />
<br />20'
<br />
<br />~ LEVEE
<br />
<br />4e.'
<br />
<br />b'
<br />
<br />iO'
<br />
<br />","THICK SEEDED
<br />fOPSOIL
<br />
<br />
<br />CK'ESTOF LEVEE ELEVATION - SEE PROFilE
<br />
<br />S= 0. 08
<br />
<br />6"THICK GRAVEL SURFACING
<br />
<br />-, ;',"''''':. "j,,~-,.. "'" ~""~"""" ","..' ~ ,.....,...
<br />
<br />--
<br />
<br />q
<br />
<br />
<br />_--~BANKMENT ZONE 1__________,
<br />- 2.' ~
<br />I'
<br />
<br />-
<br />" "~" ".. "1 "_ ..
<br />
<br />. ,', .. .~., '.' "~..~. ' .'
<br />
<br />, """"'_"',,, ",,,,.E_XISrIN~,~,~UND~ _
<br />
<br />~. 1...::- "" "<l' " ... '" '"
<br />
<br />~EnBANKnENT
<br />':]1 ZONE Z ~
<br />
<br />.,' . a)....., ,'J'-".. ':'I1,;.,t,.
<br />
<br />. '" '. .-. - -.,' . " ~, -.' ,,' ," ,",," "'\'"
<br />
<br />'-':.'-..", ....
<br />
<br />Uf-JDERDRAIN
<br />SEE DETAILS, SHEET 9
<br />
<br />o
<br />
<br />TYPICAL LEVEE SECTION - STA. 48+70 TO 49+25
<br />Sta. 48+90 Shown
<br />
<br />nAXIMlln LEVEL OF STANDING WATER
<br />DU12ING RIPRAP AND BEDDING PLACEMENT
<br />
<br />3'
<br />
<br />I'
<br />
<br />BoTTon OF RIPRAP ELE:VATION
<br />SEE PROFILE
<br />
<br />BEDDING MATERIAL
<br />
<br />20'
<br />
<br />It. LEVEE
<br />€:;,'
<br />
<br />nlXTURE OF I PART BEDDING MATERIAL
<br />TO 3 PARTS eIPRAP, SEE PLAN, SHEET 2,
<br />FOR lOCATION AND DlrJENSIONS.
<br />
<br />---
<br />
<br />
<br />VARIES,5EE PLAN
<br />II
<br />
<br />b" TH ICK SEEDED TOPSOI L
<br />
<br />ZS
<br />::::::::::ll
<br />
<br />I~
<br />I
<br />
<br />~ EneANKMENT
<br />ZONE 2~
<br />
<br />E~ISTI~~ GeOUND:L
<br />
<br /><.l'O~
<br />
<br />1<EnOVE EXISTINc; CONCRETE
<br />
<br />o
<br />
<br />UNDERDI<AIN
<br />6EE DETA.ILS, SHEET 9
<br />
<br />TYPICAL LEVEE SECTION - STA. 34+75 TO 48+00
<br />Sta. 42+00 Shown
<br />
<br />54'
<br />
<br />4: LEVEE
<br />
<br />20'
<br />
<br />.,"THICK GRAVEL SURFACING
<br />
<br />
<br />DESIGNED
<br />
<br />CAR
<br />BMG
<br />MSD
<br />
<br />6
<br />
<br />b'
<br />
<br />
<br />S=o.02-
<br />0':._ ._.,'.. ~~ .'",-:,'.'_", '. ._~,"_' _,,,,~,#.~ ,__,_,_ _,~.#', ~"., ..-: ',,' ..."",',.. ';.,,~.- ,~ "'" ,,-,' ,:.-,f.. ":,>.,,,,"'''''_ '. - ',.'" - ".' ",. "<., -'':,:.c ;,.,'::" .".,,: '.' "
<br />
<br />CREST OF LEVEE ELEVATION - SEE PROFILE
<br />
<br />.,~,' .", .... '"" _ <',. I" ,_ _"..' ,-.--.,. ,',.~ II'"
<br />
<br />~EnBANKMENT
<br />
<br />ZONE
<br />
<br />2~
<br />
<br />CONTROL WATER WITH TEMPoRARV
<br />FACILITIES TO KEEP RUNNINC;
<br />WATER OUT OF TOE TK'ENCH
<br />EXCAVAT ION
<br />
<br />"--UNCO~ED=~ -~I -----
<br />
<br />1.5 rJAXII1Un LEVEL OF STANDING WA.TER.
<br />FOR. RIPRAP AND BEDDING PLACEMENT
<br />
<br />b"THICK SEEDED TOPSOIL
<br />
<br />--
<br />--
<br />--
<br />;orl...... ._____----
<br />
<br />______-___-L__---
<br />
<br />b"THICK iOPSO/L STRIPPING
<br />
<br />I
<br />
<br />I
<br />TYPICAL LEVEE SECTION
<br />STA. 30+00 TO 31+00: STA. -48+00 TO 48+70,
<br />STA. 49+25 TO. 50+00, AND STA. 58+75 TO 60+08
<br />
<br />aTTon OF RIPRAP ELEVATION
<br />5EE PRoFILE
<br />
<br />o
<br />
<br />UNDERDRAIN
<br />SEE DETAILS, SHEET '9
<br />
<br />BEDDINC MATERIAL
<br />
<br />EX ISTING
<br />
<br />~~~
<br />
<br />
<br />BOrron or RIPRAP ELEVA.TION - 752.4.00
<br />
<br />VAK'IES - SEE PLAN SHEET 3
<br />
<br />b'
<br />
<br />b"THIO< GRAVEL SURFACING
<br />
<br />b" THICK SEEDED
<br />iO PSO I l
<br />
<br />Sta. 30+30 Shown,
<br />
<br />CONTROL wATER WITH TEHPORARV
<br />F'tlCILlTIE:S TO KEEP RUNN INC
<br />WATEOR OUT OF TOE TRENCH
<br />EXCAVATIOt-J
<br />
<br />
<br />1"=5'
<br />
<br />CHECKED
<br />
<br />SCALE
<br />
<br />b"HlICK TOPSOIL STRIPPING
<br />
<br />"-- UNCOMPACTED FILL~
<br />
<br />DATE
<br />JUL y', 1986
<br />
<br />~I
<br />
<br />L5 MAXlnun LEVEL OF STANDINC WATER FOR
<br />RIPRAP AND BEDDING PL"CE:HEt-JT
<br />
<br />TYPICAL SPUR DIKE SECTION
<br />See Plan, Sheet 3, For Location Of Spur Dike
<br />
<br />MULLER ENGINEERING COMPANY, INC.
<br />
<br />CONSULTING ENGINEERS
<br />7000 WEST FOURTEENTH AVENUE
<br />LAKEWOOD, COLORADO 80215
<br />(303) 232-9340
<br />
<br />3'
<br />
<br />I'
<br />
<br />3562
<br />
<br />RIO GRANDE LEVEE SYSTEM - PHASE I
<br />FINAL DESIGN
<br />
<br />LEVEE CROSS SECTIONS
<br />
<br />PROJECT NO
<br />
<br />CITY OF ALAMOSA
<br />
<br />8601
<br />
<br />O"lAWIN(i NO
<br />
<br />ALAMOSA COUNTY
<br />
<br />SHEET~OF~
<br />
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