Laserfiche WebLink
<br />I'<- '-1/2." REBAR WITH CAP" 2281 <br />EL 7542..28 <br /> <br />Ij?," RE,*R WITH CAP"" 22BI <br />ElL 754'lS'> <br />i I <br />/ I <br />/ <br />/ / <br />/ <br /> <br /> <br />" <br /> <br />.~ <br /> <br />\ <br />\ <br /> <br />f------STANDINCi I <br />I, \. WATER~ J / / <br /> <br />~--~) \ L...---. --" --' ---~p~;;:;// <br />TEST HO~E -It 14 TREE / <br />/ <br /> <br />1 <br />i <br />J <br />I <br />i <br /> <br />TEST HOLE,," 15' <br /> <br />/ <br />BM *I~ NAIL IN GATE FENCE~ // <br />POST APPROXIMATELY _d--.. / ./' <br />I'AMVE ~ROUND ___............... ----/___----""'ffl.----------- --..... ..-.--~.----- <br />EL.7545.57 ~ ,.......-- ------------~' r- /' I <br />-___.. I _ --- "- <br />----- \ -- --..... <br />~ \" ---- ---------...-------------- --- // <br />~~"6 ~C.~-=-:.: ~..c~c=_C: ~_~ ::~= ;~==-~.=~:..;: ::: ~-=-'~':. ~~~~~_ ~:-S~~~_=_:::_~~:~~~~o-~c" ~c -=. ~-:=;.--=-~~.~" C"c~. ~~~;.:~~~ -=-.-:~~ <br /> <br /> <br />---~~-- --- -::::-=--==.-=...::-~- - ---43-------4-4---~---- --::--~----- -=--- ~,--~~---44 <br />'" . 41 ___ ~; ~_.- ", ,-' /C~~/~i'-O'; <br /> <br /> <br />/ ~ 4e- 39" ,,~2t~ ~ff~~ -0:~~~.~~~~.; 't1~~~;~~~= <br /> <br /> <br />k-:/'" " I J" / " "5 ----- <br />./'5;?)~ .... 3/-33 - --......,. I <br />/'~.( EXISTI",Ci RIPRAPj.,.EXISTINCi CONCRE1E.BUBBLE ~~~\~Pt~it~H1G...... <br /> <br />/ CiROUND '- <br /> <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 <br /> <br />, "" ~":JGE OC (j<(-.rr-:. <br />l..JA,;ER <br /> <br /> <br /> <br />-- <br /> <br />/g- <br /> <br />\ <br /> <br />,.../ <br />./"" <br /> <br />o <br />" <br />. <br />D <br />N. <br />'D <br /> <br />0' <br />-I <br /> <br />o <br />N <br />+ <br />,(1 <br />N <br />dJ <br />4: <br />f- <br />Ull <br /> <br />4: <br />iJi <br />I <br /> <br /><(-\0 <br /> <br />. <br />,,' <br />N <br />OJ <br />~I <br /> <br />PLAN <br /> <br />1"=50' <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 />-~----~ <br /> <br />2.,j12 {EXISTINCi TOP <br />WC"88 OF LEVEe:: <br />IDD='Ol04 <br />(200=<00 <br />-- ----------- <br />TOP OF RIPRAP EL, <br />EL 7542,0 <br /> <br />srl-c <br />..I~ <br />'l<1 <br />W,.. <br />..J <br />0-' <br />:rW <br /> <br />~~/I2. <br />WC=8,7 <br />DD=~n4 <br />-200=&4 <br />LL=32. <br />PI=7 <br />----__- 7545 <br /> <br />~10l <br />"I~ <br />"ill'! <br />OJ <br />IW <br /> <br /> <br />7530 <br /> <br /> <br />7545 <br /> <br />--~-~- <br /> <br /> <br /> <br />----- <br /> <br />}/ <br />/~-BE.DDINC; MATERIAL <br />'.'"".,..X' . <br />,.0~- '''------ EXISTINC; RIPAAP <br />........:-:.--- . <br />, <br /> <br />7540 <br /> <br />15/12 <br /> <br />7540 <br /> <br />7530 <br /> <br />o <br />(\j <br />17/12. .. <br />WC=7.2 '" <br />'200=4 ~ <br />7/12. ;!o <br /><fJ <br /> <br />EXISTINc; CHANNEL <br />BOTTOM El., 7532 <br /> <br />~ <br />+ <br />8 <br />!l) <br /><( <br />tn <br /> <br />7535 <br /> <br />CHANC;E IN RIPRAP <br />THICKNESS EL 75:,(, <br /> <br />ST A 823+50 <br /> <br />o <br />+ <br />" <br />l\J <br />OJ <br /><( <br />f- <br />(f) <br /> <br /> <br />--.;...- <br /> <br />11/!2 <br /> <br /> <br />- <br /> <br />1"= 10' <br /> <br />7535 <br /> <br />o <br /> <br />7550 <br /> <br />7530 <br /> <br /> <br />7515 <br /> <br /> <br />8/12 <br /> <br />0-' <br /> <br /> <br />I <br />I" <br />I <br /> <br />7525 <br /> <br />\. OOTTOM OF <br />R I PRAP EL 752.'3 <br /> <br />!8/12. <br /> <br />PROFILE <br /> <br /> <br />7525 <br /> <br />7540 <br /> <br />7530 <br /> <br />/ 'V'l\^ <br /> <br /> <br />H: 1"= 50' <br />V: 1"= 5' <br /> <br />50/(4 <br /> <br />7520 <br /> <br />ST A 823+00 <br /> <br />I <br />821 <br /> <br />I <br />822 <br /> <br />I <br />823 <br /> <br />I <br />824 <br /> <br />2.4/12 <br /> <br />7550 <br /> <br />1" = 10' <br /> <br />7540 <br /> <br /> <br /> <br />7530 <br /> <br />7540 <br /> <br />. I <br />'11/f}1 <br />..:..ZiiJ.u"J/ <br />STA 822+50 <br /> <br />7530 <br /> <br /> <br />/ <br /> <br />-- <br /> <br /> <br />~ <br /> <br />STA 822+00 <br /> <br />I <br />60 <br /> <br />1" = 10' <br /> <br />1" = 10' <br /> <br />7520 <br /> <br />I <br />o <br /> <br />I <br />20 <br /> <br />1 <br />40 <br /> <br />1 <br />40 <br /> <br />I <br />20 <br /> <br />I <br />o <br /> <br />I <br />60 <br /> <br />7520. <br /> <br />,7545 <br /> <br />11.540 <br />I <br /> <br />75~5 <br /> <br /> <br />7530 <br /> <br />:7525 <br /> <br />-~~ <br /> <br />70 <br />! <br /> <br />-r--------- -- <br /> <br />60 <br /> <br />I <br />-+-. <br /> <br />50 <br /> <br />"-------->-------- <br /> <br />, I <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 <br /> <br /> <br />I <br />60 <br /> <br /> <br />I <br />60 <br /> <br />EXISTINq <br />qROUND <br /> <br /> <br />'~. <br />r <br /> <br /> <br />EL 753(".0 <br /> <br />2.5 <br /> <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 <br /> <br />10 0 <br />-- ---,--- --- -- - .--- --, <br />i CONTROL L\NE----~ ' <br /> <br /> <br />1.1 <br />EL 7542 0 <br /> <br />I ,,-- <br />I <br />I <br />1 <br />, <br /> <br />,....-\ .......:-.::',.:.., <br />~(ZZ! EL 75"'1 E IST~%~~Tc~ <br /> <br />t SCOUR HOLE1 <br />"'--BEDDING AND RIPRAP MAY BE PLACED IN STANDINq WATER PR VIDING THE MATERIAL DOES NOT BECOME <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 /> <br />'I <br />'\\ <br /> <br /> <br />0;' <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 <br />o <br /> <br />LEGEND FOR CROSS SECTIONS. <br /> <br />\ \ \\ ~ EXCP-,VA+ION I <br />/1//1: <br />~_____R\~_~P;____"_______. +. ________. __ _.______ ~ <br />.", '. '" I <br />: -:':~':-:~'-~-1 <br /> <br />01 <br />r-! <br />+ <br />o <br />"XISTNC; ;;j <br />iiRO:D~_______ ~" <br /> <br />- <br /> <br />COMPACTED EI<RTHFILL <br />iDT <br /> <br />" <br />....) <br /> <br />T(I'OR2') <br /> <br /> <br />i. <br /> <br />ID <br />I <br /> <br />I~ <br />. SECTION -A-A", <br /> <br />~T <br /> <br />- -r . , <br />1 = 5 . <br /> <br />7550 <br /> <br />\" <br /> <br />EARTH FILL <br /> <br />7540 <br /> <br />-~~ <br />, <br /> <br />BEDDINGj <br />, <br />, <br />, EXISTINCi EjROUND <br />, <br />, <br /> <br />7530 <br /> <br />1 <br /> <br />--1 <br /> <br />CONTROL LINE <br /> <br />I <br />". . <br /> <br />I <br />o <br /> <br />7520 <br /> <br />lJ~~I(;N~D <br /> <br /> <br />, <br />I <br />I <br />! <br />! <br />,. -~1 <br />, <br /> <br />LIMITS' OF <br />EXClWATION <br /> <br />-r <br /> <br />, <br /> <br />-- , <br />, <br /> <br />, <br />, <br />I <br />, <br /> <br />-----1 <br />I <br /> <br />, . <br /> <br />, <br />____.__._ J <br /> <br />tl,;50 -.rei <br />'~~" .~~ <br />.~.. . <br />~. -'. <br />: I~ <br />..~ 22fi1l:' <br />I' ..~ ,," · <br />, ";1.\; J.:>' ~. <br />V~.. .... <br />\....tl, ..........',f <br />1 ~...tt~AJ..\:..~ <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 />