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<br />K.:l:; "28' <br /> <br />3824 <br /> <br />38' <br /> <br /> <br />\I!\~ IABLE <br />\IIDTHJ ELE\I, J g CROSSLOPES <br />AS SHOHN ON PROFILE AND <br />CROSS CTlmlS <br /> <br />10' <br /> <br />VARIABLE <br />5' ilIN, FRarl <br />TOP OF EXIST, <br />Ef.1BANKr1Etn <br /> <br />LIrlIT OF <br />COf!STRUCT lor1 <br /> <br />f1A TCH EX l STl t~G <br />ELEVATION _________ <br /> <br />co <br /> <br /> <br />EDGE <br /> <br />/ 10' v!IDE EARTH ROAD SURFACE <br />G" A80VE SUP-ROUNDING GRADE <br />HHERE DES I r;tjA TED ON PLAN <br /> <br />6" TOPSOil <br /> <br />(i(J0 GRAVEL SURFACED ROAD <br />"S1A 1/12+31 TO STA 150+~n <br />SEE DED I l TII I,) SHEET <br /> <br />2" <br /> <br />SArmy S I l I-Y CLAY <br /> <br />d <br /> <br />BENCH PROPOSED FILL <br />11110 EX I STl NG <br />HlBAN Kr1 Ern <br /> <br /> <br />SHELL <br /> <br /> <br />TOP ElEV, AS SHOWN <br />Oi~ PROF I U:. <br /> <br />SU lTAGLE EXCAVATED flATERIi\L <br />TO BE USED TO CONSTRUCT <br />LEVEE SHELL <br />CLAY flATERIAL <br />TO BE STOCKPILED SEPARATELY <br />TO CONSTRUCT LEVEE CLAY CORE, <br /> <br />5" TOPSOIL <br /> <br />c::: <br />c::: <br /> <br />UlBAi'l<flEiH <br />INCREASE SLOPE AS <br />RE0U I RED TO flA I NTA I r~ <br />CLEARAr~CE Ol~ S I Gi~AL <br /> <br />3 <br /> <br />2SURVEY Q. <br /> <br />PROPOSED OIANrJEL <br />SEE SOILS REPORT BY Er1PIRE <br />LABORATORIES FOR Ir~FORflATlOIJ <br />REGARDING CLAY ZONES <br /> <br />TYPICAL SECTION - CHANNEL EXCAVATION <br />STA, 2t.+-GG tC' sta 5LI+00 <br /> <br />scale: 1"= 5' vert. <br />1" = 50' ho r , <br /> <br />TYPICAL SECTION - LEVEE <br />STA 79 -I- 50 to 99 +50 <br />scale: 1"= S' <br /> <br />TYPICAL SECTION - LEVEE <br />STA 99+90 - STA 172+20 <br />scale: 1"=1'-0" <br /> <br />END HIPRAP AT Cl <br />Or- HELL IIOUSE <br /> <br /> <br /> <br />A~ <br /> <br />12" RIP RAP <br />GROUTED I I~ PLACE <br /> <br />STRE.N! CHArJNEl <br />.----5"' F LOll <br /> <br />SECTION A-A <br /> <br />10" IRRIGATION PIPE EHlERS <br />SINGLE STRUCTURE <br />STAfIOI~ 12+ 'JO 900FRarl <br />DIRECT I ON SH0I1N <br /> <br />L;) <br />, <br /> <br /> <br />BAC I(F I LL <br />STRUCTU f(E <br />AS RE('l'D. <br /> <br /> <br />8" <br /> <br />2'-0" <br /> <br />8" <br /> <br />5'-0" <br /> <br />DETAIL - GROUTED RIP ~AP. PROTECTIO~ <br />no scale <br /> <br />A~I <br /> <br />~IIATE,;i:AI! r'ODEL C 20 <br />/ CMAL GATE <br /> <br /> <br />flOUNT VENT STACK 4' <br />FROM STRUCTURE, VENT <br />STACK TO BE SALVAGED <br />FROn EXIST, STRUCTURE <br /> <br /> <br />B <br /> <br />=@-C" <br />,---- r-i <br />" <br />- -- <br /> <br />oa <br /> B <br />0 ~ <br />, <br />- <br />N <br />'. <br />co <br /> <br />~ <br /> <br />o <br />, <br />::0 <br /> <br />IjOTE CD: <br /> <br />FOR DOUBLE STRUCTURE INCLUDE <br />BOTII SECTlOljS. <br />FOR SINGLE STRUCTURE DE~ETE <br />SECTIONS AS INDICATED BY <br />ARROI/S <br /> <br />. . <br /> <br />- <br /><.D <br /> <br />1 ' <br /> <br /> <br />TOP ELEV, OF LEVEE ~ <br />AS SHOI"" Of' PLANS -1- <br /> <br />10' <br />ROAD SURFACE <br /> <br />}' <br /> <br /> <br /> <br />-I" '1" I\GGREGATE MSE CooRSE <br /> <br />[7 <br /> <br />~ <br /> <br />7 114 U @ 12" :t <br /> <br />SIDE SLOPE FOR 3 <br />FIELD Ef!TR. <br /> <br /> <br /><.D <br />, <br /> <br />cl <br />LEVEE OR <br />FIELD ENTRANCE <br /> <br /> <br />SIDE SlOI'E FOR <br />FIELD EI'TR, <br /> <br /> <br />- <br />l1'\ <br /> <br />v" <br /> <br /> <br />~\td: <br /> <br />FLOHLINE 35" CSP <br />r1A TOI F LO\IL1I~E OF <br />EXIST, DITCH <br /> <br />1,'4 HORIZONTAL @ 12': <br /> <br />10x12 \"A TERrlAfJ <br />SU['~i:iI.:E /\Lr-AU:A <br />vALVE OK EQLiAL <br /> <br />c:. <br />I <br /> <br /> <br />- <br />N <br /> <br />- <br />r-i <br /> <br />~ <br /> <br />10'-6" <br /> <br />..I <br /> <br />!.. 21~311 <br /> <br />o <br />, <br /> <br />A~I <br /> <br />90 BEr~D <br /> <br />TYPICAL SECTION GRAVEL SURFACED ROAD <br />LEVEE STA 1112 + 81 to STA 160 + 73 <br />FIELD EtHRAr1CES <br /> <br />ELEVATION - HE!;,D\lALL \'11TH CONTROL GATE <br />ST ATlOrJ 1m + 80 <br />scale: 1/2"=1'-0" <br /> <br />SECTION A- A <br /> <br />In" IRRIGATION <br />PIPE <br /> <br />I~OTE : <br /> <br />USE 10" 90 BEIW <br />\'!/Af1CHOR FOR SII~GLE <br />STRUCTURE <br /> <br />COllC, ArJCHOR <br /> <br />scale: l/W'= ],'-0" <br /> <br />SECTION <br /> <br />B-B <br /> <br />IRRIGATION TURNOUT STRUCTURE <br />scale: 1/2"=1'-0" <br /> <br />A Professional Corporation <br /> <br />SCALE AS SHO\ll~ <br /> <br />TOWN OF WIGGINS <br />MORGAN COUNTY COLORADO <br /> <br />,\=11 X <br /> <br />THIS DRAWING IS <br />THE PAOPERTY OF <br />ARIX. AND IS NOT <br />TO BE REPRODUCED, <br />MODIFIED OR USED <br />FOR ANY OTHER <br />PROJECT OR EXTEN. <br />SION OF THIS PRO~ <br />JECT EXCEPT BY <br />AGREEMENT WITH <br />SAID COMPANY. <br /> <br />DRAWN i~AC <br />CHECKED JDA <br />APPROVED JDA <br /> <br />MISCELLANEOUS DETAIL SHEET <br /> <br />Engineers Architects Planners <br /> <br />Greeley, Colorado <br />Grand Junction, Colorado <br />Riverton, Wyoming <br />Provo. Utah <br /> <br />DATE JANUARY, 1987 <br />PROJECT N08613G, 00 <br /> <br />PROJECT I <br />KIOWA CREEK FLOOD <br />PROTECTION IMPROVEMENTS <br /> <br /> <br />r <br />