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<br />115538 <br /> <br />\, <br />~ <br />'" <br /> <br /> <br />1"=20 <br /> <br />-x <br /> <br />// <br /> <br />X / <br />/ :.1~"\ 0 <br />/:/,,1:'~ (J <br /> <br />~-EDGE OF PAVEMENT <br />- (TYPICAL) <br /> <br />86000' 7/1 <br />- , <br />I --- <br /> <br />- <br /> <br />o <br />1 =20 , <br /> <br />20 <br /> <br />-x <br /> <br />! <br />{ <br />I <br /> <br />" <br /> <br />w' <br />w <br />> <br />W <br />...J <br /> <br />~TOE OF SLOPE (TYPICAL) <br /> <br />4TH <br /> <br />ST REET <br /> <br />l- <br />~'~ I <br /> <br /><t <br />> <br /> <br /> <br /> <br />if 3(cD12"(BOTH FACES) <br />TYPICAL TIE BARS <br />AT EACH INTERSEC- <br />TION WITH FRONT <br />WALL <br /> <br />i. <br />I <br /> <br />SEE PLAN VIEW ABOVE FOR LENGTH <br />- - - ---. <br />OF WING WALL <br /> <br />'(\JI <br /> <br />~ <br />/ t\\ <br />/)I. \ "';'i1 !.%;T,};:::; <br />I <br /> <br />I <br />I <br />_I <br /> <br /> <br />TYPICAL SIDE <br />ELEVATION <br /> <br /> <br />~ <br />~ <br /> <br />o <br /> <br />20 <br /> <br /> <br />~ <br /> <br />450 <br /> <br />4::,0 <br /> <br />~-'-9~ ~_" <br /> <br />/ <br />I <br /> <br />/EDGE OF PAVEMENT (TYPICAL) <br /> <br />\ <br />\ <br /> <br /> <br />\'- <br /> <br />t;>.4 / <br />',,/ <br />/ <br /> <br />9S0 <br /> <br />_ -TOE OF SLOPE (TYPICAL) <br /> <br />6 TH <br /> <br />STREET <br /> <br />SEE DETAIL NO I <br /> <br />J <br />I <br /> <br />#>3 (Q) 12" REAR FACE <br /> <br />Ul <br />w <br />a:: <br /><t <br />> <br /> <br />I <br /> <br />I <br />1- <br />'21 <br /> <br />, <br /> <br />DATE _ <br />DATE 1-25-90 <br />DATE ~O <br />DATE _ <br /> <br />I <br />I <br />I <br />"3 DOWELLS (cD 12"(TYP) I <br /> <br /> <br />:::cale ' N.T S, <br /> <br />TYPICAL FRONT ELEVATION <br /> <br />-.- <br />I <br />'~I~ <br />,>- <br />-_ I- <br /> <br />1-1/z" <br />Clear <br /> <br /> <br />, 1 <br />-01 <br />-~I <br /> <br />Scale' NTS <br /> <br />l 10" 11 <br />I ---0- <br /> <br /> <br />- -I <br />I <br /> <br />2-L6X4X1/4 <br />Full Length <br />From Ground <br /> <br />'~ <br />, <br /> <br /> <br /><t. -- <br /> <br />I ~ <br />-- -1- - <br />(\J <br /> <br />1-1/2"- <br />Clear <br /> <br />II 3 (p) 12" Eo Face <br /> <br />~ <br />I <br /> <br />-"'3 (Q) 12" <br /> <br />*4 Anchor__./' <br />@ 1'-0" OC <br />(Weld to Angle) <br />(Ty p,) <br /> <br />...-'# 3 Clawels (cD12" <br /> <br />'" 3 <!D 12"""" <br /> <br />-vt-- <br /> <br />3" Clear-J <br /> <br />DETAIL NO.1 <br /> <br />SECTION @ <br /> <br />Scale N T~, <br /> <br />Scale, NTS <br /> <br />w~c ~N6IN~]~~IN6, I~(. <br /> <br />WRITERS' TOWER SUITE 500 <br />1660 SOUTH ALBION STREET <br />DENVER,COLORADO 80222 <br />PHONE NO: (303) 757-8513 <br /> <br />DESIGNED _ <br />DRAWN ~ <br />CHECKED -\)1'0 <br />REVISED <br /> <br />- -- -l- <br /> <br />2" Clear <br /> <br />7#31~weI5 <!D12" <br /> <br /> <br />'<tl ~ <br />I ;>. <br />'_ I- <br /> <br />Ii' <br />::'Y.P~ r*' 3 (cD 12" Ew <br /> <br /> <br />--1--- <br />'2l <br /> <br />SECTION@ <br /> <br />Scale NT S <br /> <br />TOWN OF SAN LUIS <br /> <br />FINISHED SURFACE <br />OF LEVEE" <br /> <br />r~O"-~ <br /> <br /> <br />2 X 4 KEYWAY___ <br />(FULL LENGTH) ., <br /> <br />Ii' - 8" <br />~ <br />I <br />I <br />I <br /> <br /> <br />6" <br />-- <br /> <br /> <br />I 3'-0" (TYP) <br />,...--- <br /> <br />(SOUTH SIDE) <br /> <br />o <br /> <br />1'=20' <br /> <br />r- <br /> <br />I <br />i 3'-0" <br /> <br /> <br />I i 12" <br />---I- <br />110" <br />,- <br /> <br />t:. \"v/ <br /> <br />/ 4"'~ i' ,,0 <br /> <br />~J7 w <br /> <br />( !:l'" <br />/ .J <br /> <br />~<{):; <br />~'-U\ <br /> <br />~,~ <br />,,1t,1 <br />J' <br /> <br />~~8 <br /> <br />\ <br /> <br />rfJJ <br />_ -113 - d'1t./ <br /> <br />\ /).,<Jo <br />\ <br />.!.LEDGE <br /> <br />OF PAVEMENT (TYPICAL) <br /> <br />\ <br /> <br />j <br />'l <br /> <br />r <br />\.. oJ <br /> <br />r' <br /> <br />LOCArION OF CROSSING Ell .A1IorIS / <br /> rlORTH SOUTH rWRTH SOUTH rWRIH SOUIH W <br />GASPAR STREET 7967,47 7967,47 7970,47 7970,47 7966,47 7966,47 28,OB66' <br />6th STREET 7987,82 7987,82 7990,BZ 7990,82 79B6,82 7986,B2 28,7956' <br />4th SlREET 7971,60 7070,61) 7974,60 7973,64 7970,60 7979,6<1 2B,0684' <br /> <br />----- <br /> <br />-10'-- <br />I <br /> <br /> <br />1501 <br />I <br /> <br />\ <br />, <br /> <br />94030' ~/ <br />I <br />, <br /> <br />t <br /> <br /> <br /> <br />20 <br /> <br />I <br /> <br /> <br />'1 <br /> <br />GASPAR <br /> <br />STR E E T <br /> <br />W/2 <br /> <br />/ <t. OF ROAD <br />, <br /> <br />W/2 <br /> <br />- <br /> <br />TOP OF FINISHED <br />PAVE ME NT <br /> <br />~ <br />\ <br /> <br />~oJ- \J ~ <br />\,,~ <br />~ 1U <br />C~d1 I)vll' f <br /> <br />I <br />1? /0 <br /> <br /><7S0 <br /> <br />l \ <br />' ( - <br />\ /Z <br /> <br />(T~PICAL ) <br /> <br />., , <br />,..; <br /> <br />TOE OF SLOPE <br /> <br />,J. ,.) <br />v!i. "" ;/1 () <br />fJ';::-- <br />3'~~ <br /> <br />r 10"~ <br />- - ~ ~ELEVATION 2 <br />(TYP) <br /> <br />f){ff!, / ! \ <br />.%~W <br />W~ <br /> <br />ELEVATION I-~ <br />(TYP) <br /> <br />ELEVATION 3, <br />(TYP) I <br /> <br />SECTION @ <br /> <br />Scale' NTS <br /> <br />PHASE I-SUBDRAIN AND <br />LEVEE IMPROVEMENTS <br /> <br />( NORTH SIDE) <br /> <br />DET AILS <br /> <br />MARCH I, 1990 <br /> <br />PROJECT NUMBER <br />1667 <br /> <br />DRAWING NUMBER <br /> <br />SHEET 10 of 12 <br /> <br />r <br />I <br /> <br />/ <br /> <br />~ <br />I <br /> <br />I <br />