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<br />\fJ eld <br /> <br />\OC~. 0 C '/.1 <br />c\'., 6 (po <br />p,o @) lor <br />s\'1 or 01 <br />Ira p,e tJ CO <br />*A </111\'1______ <br />01 ~ \, <br />Co 01. <br />pal <br /> <br />115538 <br /> <br />Gale <br />flOP il) \/\21 <br />\011 OelO pipe <br />\0\ee u0d r0ers <br />l ora d cO <br />I er rPse <br />\'1orl' r e'/. <br />C "ol\'1e .' <br />,/4 \2 <br /> <br /> <br />-I <br />) <br />...IZe <br />OJ' <br />" 5101' (Go\" <br />"1-' BO\\ <br />\\'1 I ,,~ \Y \0 tJ <br />e </II \/2 Ie s <br />pi 01 o"er 0C re <br />eel III CO <br />"5' e ,a " 1010 laC\'. <br />1/2 Icol d 4 pod 17 /~ <br />~otJr de ,\\'1 j' - <br />r tJe </I <br />erl' ure <br />Sec <br /> <br />CONCRETE HEADWALL <br /> <br />Scale NTS. <br /> <br />Match EXisting Shoulder~ <br />; I <br />.. - - ...-- <br />I <br />I <br /> <br />12' <br /> <br /> <br />4" ASPHALT PAVING <br />(TYPICAL) <br /> <br />o <br />/ <br />/ <br />I <br /> <br /> <br /> <br />CD <br />/ <br /> <br />/ <br /> <br />LIFTING EYE\ <br /> <br /> <br />~'=<.. <br /> <br />CD FRAME <br />CD COVER <br />o HINGE LINK <br /> <br />FLAP GATE DETAIL <br /> <br />Scale.NTS <br /> <br /><t <br />I <br /> <br />12' <br /> <br />t <br /> <br />~~ <br /> <br />See Sheet 10 for Profile Elevations <br /> <br />12" DIA PVC <br />PIPE <br /> <br /> <br />~ <br /> <br />~~ (~ <br /> <br />:ONCRETE <br />"[ AO,^ALL <br /> <br />v;~ .1--"" <br /> <br />C <br />t>: c" <br />, <br />/' <br /> <br />(:aJch EXI s ti ng Shoulder <br /> <br /> <br />I <br /> <br />6" GRANULAR SUB BASE (TYPICAL) <br /> <br />Scale. NT S <br /> <br />TYPICAL ROADWAY SECTION <br /> <br />~ ~ ,"L../ <br /> <br /> <br />I <br />..~ <br />I <br /> <br />W/2 <br /> <br />W S X 10 <br />CENTER SUPPORT <br /> <br />. ' <br />.' <br /> <br />~ ~ ----- -------- --- --::::=:::-~ <br /> <br />~ <br /> <br />~ / ) <br /> <br />c . <br /> <br />, / <br /> <br />o <br /> <br />;. -1,' <br /> <br /> <br />~ ,. <br /> <br />SOUTH SIDE OF ROAD <br /> <br /> <br /> <br /> <br />7/r!ff~?:.Sf " <br />/#3 TIES(Q)6"(TYP) <br />_#S(Q)S"EACh FACE (TYP) <br /> <br />" 1) . ~ <br />e:' I ~ /' <br />""'-... '. <br /> <br />L-3"CL ~#4 (ci) S"EACH WAY <br /> <br />Scale. NT S <br /> <br />TYPICAL ROADWAY SECTION <br /> <br />W~( ~N6IN~~~IN6, I~C. <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 !::!..S...B. <br />CHECKED 0m <br />REVISED <br /> <br />DATE _ <br />DA TE 1-18-90 <br />DATE ?'!'/go <br />DATE _ <br /> <br /> <br />TOWN OF SAN LUIS <br /> <br /> <br />I <br />2'-61/4" <br />I <br />I <br /> <br />9" X 5" <br /> <br />DETAIL NO. 2 <br /> <br />Scale. N.T.S. <br /> <br />1/4" PLATE. EACH SIDE <br />AND BiO.SE' <br /> <br />--t <br /> <br />=N <br /> <br /><;t <br />'- <br /> <br />O'l <br /> <br />, <br />-'-----L- <br />r'-- <br />= t (l) <br />Nu <br />::::::1' in <br />. ,c <br />co'- <br /> <br />-N <br /> <br />J_' <br />1-'-- <br />-<;t <br />'-- <br />- -N <br /> <br />I <br />J~_ <br /> <br />I <br />,- <br /> <br />r <br /> <br /> <br />.. <br /> <br />2.-'--=-:?~ <br />1/4'~ . ,'1/4" <br />I~" JC4 -1/2" J"-- 12" <br />II Inside I <br />I' I <br /> <br /> <br /> <br />Standard Manhole Frame <br />wii!. Bolted Lid NeAhan <br />R 1916 -A or Equal <br /> <br />. I I <br />~~J <br />(IDBe') <br />~.~ ~=:~~ <br />\ - <br /> <br />"- ./ <br />- ---- <br />I <br /> <br />FINISHED SURFACE OF LEVEE <br /> <br /> <br />'--'/ \ <br /> <br />>. "> <br /> <br />.--CONCRETE RETAINI~G WALL <br />SEE SHEET 10 FOR REINFORCEMENT <br />AND DIMENSIONS <br /> <br />./ <br /> <br />,- <br />. <br /> <br />.b ..-"~'." v~ .:. <br />p <br />V. 'l ./ <br /> <br />NORTH SIDE OF ROAD <br /> <br />PHASE I-SUBDRAIN AND <br />LEVEE IMPROVEMENTS <br /> <br />SECTION @ <br /> <br />Scale. N.T.S <br /> <br />L <br /> <br />t- . "3 Ti" @ 6"{Typ.: <br /> <br />-2 - #4 Bars - Top and Bottom <br />(Typ ) Each Corner <br /> <br />See Detail 2 For Steel Insert <br /> <br />.-- #8 (ci) 8" Vert <br /> <br />-Rernoveable Post Support <br />W8 X 10 <br /> <br />. <br /> <br />DET AILS <br /> <br />MARCH I, 1990 <br /> <br />PROJECT NUMBER <br />1667 <br /> <br />DRAWING NUMB!R <br /> <br />c-- -------- ~ -----~ ~ ~ ~ ~ ---- ---.......- ~------------~ <br />~ ........-- ~ -=====-- ---------=- ~- ---- ------- ~ <br />~~ _______ "-J ~ ~ ------------- ~....-------- ~ <br />.-- :.- ----- ---------- - '" " ---.....--........ ------- <br />~ ~ --- - "---- ---- -------- ' <br /> <br />"':fu~ ~ ""'I;, Iff '1~"'\ <br />:?/;.~~" 2'-10" 0 <br />I;~~ I <br />. , I X 4 TREATED LUMBER I <br />WITH LENGTHS AS SHOWf'~ _t_ <br />TO BE BOLTED TO BOTTOM , '..', <br />STOP LOG AS SHIM(TYP) 110".< <br />-,- - <br />" - 1.12" IV <br />6 X 6 CONCREH- l('TYp)I <br />FOOTIN G <br /> <br />SEE DETAIL 2 ~ / <br /> <br />SEE SHEET 10 FORI RAD 4 X 8 TREATED <br />CENTERLINE ELEVATION LUMBER J <br /> <br />W/2 <br />I <br />~ _________ ~ _______ '--- ~-----:...J <br />~ r------- ~ ~ J ~------ __________ ~--------- <br />c:;7~ ----- --=====-==- ---====- ~- ---- ~ <br />~ -----------~~~~ ~~ <br />_.......--- ___=__ ~_ ____ _~ ~ Co--====----- ~ ~ ~ <br /> <br />SHEET II of 12 <br /> <br />3619 <br /> <br />,.- <br /> <br />\ <br /> <br />- .... <br /> <br />\ <br /> <br />.... <br />I <br /> <br />L <br /> <br />\ <br /> <br />, <br /> <br />, <br /> <br />r <br />