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<br />1 <br /> <br />, <br />I I <br /> <br />r ! <br /> <br />:~ <br /> <br />I; <br /> <br />r ., <br />! 1 <br />I <br /> <br />I , <br /> <br />A <br /> <br />B <br /> <br />c <br /> <br />o <br /> <br />10 <br /> <br /> <br />~IM.) <br />~ <br /> <br />9 <br /> <br />CD <br /> <br /> <br /> <br />(2) <br /> <br />8' <br /> <br /> <br />E <br /> <br />F <br /> <br /> <br />TOP OF EXIST WALL <br />AND LANDING EL. 5303.40 <br /> <br />f'-O <br /> <br />14'-0 <br />20'-0 <br /> <br />24'-0 <br /> <br />EXIST. EXP. <br />JOINT. <br /> <br />EXIST. EXP. <br />JOINT. <br /> <br />'7 <br /> <br />PLAN <br /> <br />FENCE ADDITION <br />1/8""'1'-0 <br /> <br />BARB ARM <br /> <br />6 <br /> <br />\ 3 STRANDS <br />\ BARBED WIRE <br /> <br />5 <br /> <br />Tlr~ ~I <br /> <br />,e-u: T~ <br /> <br />I , <br /> <br />I ~ <br /> <br />)< <br /> <br />.~ <br />)< <br />Xy <br />)< <br />xx <br /> <br />> >< <br /> <br />TOP RAIL <br /> <br />4 <br /> <br />o <br />I <br />'(0 <br /> <br />V2" I.D. SCHEDULE <br />I 40 GALVANIZED <br />I PIPE (TYP. ~E POST). / <br /> <br /> <br />I '~ <br />"" / <br />I 'V <br />/'"" <br /> <br />7 <br /> <br />x <br /> <br />~ <br />xx <br />x <br />)( <br /> <br />/ <br /> <br />/ <br />// <br /> <br />, <br />"- <br />"- <br /><~ <br />~ ~ <br /> <br />, <br /> <br />o <br /> <br />3 <br /> <br />I <br /> <br />I <br /> <br />I / <br /> <br />I // <br />r v~. Q..._ <br />, ~: I "'-"2-":TYP~; n. ~m_m_..._..._..._.n_. <br /> <br />Sl TOP OF EXIST. WALL <br />VARIES. SEE PLAN, <br />I <br />I <br /> <br />/ <br /> <br />/ <br /> <br />x <br /> <br />2 <br /> <br />(ELEVA TION OF TYPICAL FENCE PANEL) <br /> <br />D;J,~;L @0 <br /> <br />~ <br />o <br />o <br />r") <br />Ol <br />Ol <br />U1 <br />(/) <br />,,/ <br />r") <br />Ol <br />Ol <br />U1 <br /> <br /> <br />c <br /> <br />Brown and Caldwell <br /> <br />LINE IS 2 INCHES <br /> <br />A T FULL SIZE <br />(If NOT 2" -SCALE ACCORDINGLY) <br /> <br />DATE: <br />DATE: <br />DATE: <br /> <br /> <br />FILE 5993 <br />DRAWN TDB <br />DESIGNED RRP <br />CHECKED RRP <br />CHECKED RAF <br /> <br />A <br /> <br />B <br /> <br />o <br /> <br />EXIST. EXP. <br />JOINT. <br /> <br />TOP OF EXIST. <br />WALL EL. 5292.00 <br /> <br /> <br />30'-0 <br /> <br />EXIST. EXP. <br />JOINT, <br /> <br />Ir~~ <br />'* BA <br />I PO <br /> <br />OVIDE DOME CAP <br />END POST. <br />OVlDE CORNER <br />RB ARM AT CORNER <br />ST. <br /> <br />T <br /> <br />I <br />.'1= <br />T. <br />1 <br />lY- ~t <br /> <br />I <br /> <br />LV. CHAIN LINK <br />BR1C <br /> <br />I <br />!/ <br /> <br />'v ~ ' .1 <br /> <br /><I r <br />iv' , <br />t <br /> <br />I <br /> <br />x I <br /> <br />I <br /> <br />I <br /> <br />TENSION BAR <br /> <br />2 1/2" I.D. SCHEDULE <br />40 GALVANIZED PIPE <br />(TYP. END AND CORNER <br />POSTS). <br /> <br />,r <br />=F~~ <br /> <br />ZONE REV. <br /> <br />AS-BUlL T <br /> <br />E <br /> <br />F <br /> <br />i. <br />". <br /> <br />G <br /> <br />I' <br /> <br />., <br /> <br />H <br /> <br />J <br /> <br />I'" <br /> <br />~ EXISTING WALL~I <br />AND POSTS. . <br />, , <br /> <br /> <br />BARB ARM AT /<>\ I <br />SEC. 1/S1 (SIM.) '\\ <br />" , <br /> <br />2'-0 <br /> <br />~I <br /> <br /> <br /> <br />~:l <br /> <br />,;.~. " <br />.r <br /> <br />~ <br />.; , <br />;):I:,.t <br />l;. <br />-,;, l-:~ :; <br /> <br /> <br /> <br />GALVANIZED CHAIN LINK <br />FABRIC. SEE DETAIL A/Sl <br />_ FOR ADD'L. INFORMATION. <br /> <br />, '. <br /> <br />I., <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I. <br /> <br />I <br /> <br /> <br />I @41 <br />2 SIM.) I <br /> <br />I ':-~-~l s, I <br />'<Xl I.. '. ',.' 'lfl <br />',t,' '. ' " , I <br />~ .. ---'- 1\ -'-'--'--0 - - - -'". <br />J :'~. 1\ '. I ,", .1 " <br />_.:.-l V'-..1 <br />, ,<!"--= EXISTING <br />~ WALL <br />.. <br /> <br />SECTION <br /> <br />J <br /> <br />o <br />I <br />'" <br /> <br />1; <br /> <br />j': <br /> <br />,~ <br />~ ( <br />.I " <br /> <br />,. <br />.' <br /> <br />"" <br />'. <br /> <br />lr <br /> <br />,~ <br /> <br />,oI'l';l .,.~~ <br />~o' <br />,,;;\. ~1 .~. .. <br />l~" ',~i:i,)!!il"'. .1- <br /> <br />..~ <br /> <br />;, <br /> <br />r;/ <br /> <br />, :~ <br /> <br />6B <br /> <br />""iji <br /> <br />''''''1'-0 <br /> <br />~~ :.' t~ <br />7.: ~ <br />1; <br /> <br /> <br />~ FENCE AND <br />EXIST. WALL <br /> <br />ANCHORS <br /> <br />1/2"x4"xS" <br />GALVANIZED <br />BASE PLATE <br /> <br />. <br />'OJ- <br /> <br />o <br /> <br />. <br /><Xl <br /> <br />2" OR 2 1/2" <br />SCH. 40 POST <br />S~~;~~N EB <br /> <br />',j~ <br />,'>>, -'III! <br /> <br />:.~ <br /> <br />~I <br /> <br />REVISIONS <br />DESCRIPTION' <br /> <br />BY DATE APP, <br /> <br />SKT 4/92 RAF <br /> <br />i <br />~ <br />, ., <br />~. ~ <br /> <br />G <br /> <br />H <br /> <br />J <br /> <br />;\<1.> <br />11 j..' '. i~ <br /> <br />K <br /> <br />~ <br /> <br />~: ". <br /> <br />,r <br /> <br />, <br />.~ <br /> <br />, ''Ii <br /> <br />0' <br /> <br />~) <br />... <br /> <br />'~.J <br /> <br />''7:;' <br /> <br />.. <br /> <br />1, <br /> <br />~ <br /> <br />'!!' ~ <br /> <br />l; <br /> <br />:;, <br /> <br />.4;:'" ,~ <br /> <br />~ ,1 <br /> <br />'..~ ) <br /> <br />,~-- <br /> <br />'r,? 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'<#,".... <br />." <br /> <br />i <br />I, 'I. :. <br /> <br />'I: <br /> <br />~ <br />v '</;: <br /> <br />,~!,;; ,~ <br /> <br />.f, <br /> <br />"1."~ <br />.f <br />t <br />~ <br /> <br />~. <br />., <br /> <br />",' <br />,. <br /> <br />:~~'~ . <br />,. <br />~ ,.. , <br /> <br />J;,., <br />... ~li <br />;J: <br /> <br />. <br /> <br />:J <br /> <br />.;.!>it ~':i !t <br /> <br />;/'" . j' 'ol <br /> <br />~l ...; <br /> <br />{. <br /> <br />~...\ <br /> <br />K <br /> <br />1',1 <br /> <br />,. <br />';t <br /> <br />" <br /> <br />;,:-, <br /> <br />.,' <br /> <br />T. <br /> <br />L <br /> <br />"\~., <br />'. .. <br /> <br />.(;:1." ~. <br /> <br />r; <br /> <br />'" <br /> <br />t::;r <br /> <br />~l <br /> <br />1\,'..::: ' <br /> <br />" <br /> <br />~iiJ . <br />;.:,: It; <br /> <br />"';<'1. <br /> <br />.(~ <br /> <br />.....1 <br /> <br />'-, <br /> <br />""l.. <br />..,..,. <br /> <br />M <br /> <br />4365 <br /> <br />i;.. ,,, "Oh.. .~ f~ '1{ .'. :i~~ <br />'/:;';r ~~'. /'."'~ <br />'M. ( <br />,;:. .jj; <br />;'l' i' '~1 _ ,1",., 'f. <br />r ~~. :~~ ,~:'r ,i\~(\t~: ~;;1":" ,," <br />,,, ~:!~~ -~,,~~""._.' ;;;",.",^",-~f"\I' ~ 'J .~ <br />. fliP!':.....-,;......." ..._ <br />... .,~.~. ..."~\, <br />. I~...... . <br />J ; ~;r .~,.~ <br /> <br />N <br /> <br />o <br /> <br />NOTES: <br /> <br />1. REMOVE EXISTING GALVANIZED'STEEL HANDRAIL IN THIS AREA (DO NOT <br />DAMAGE EXISTING CONCRETE WALL). REPLACE HANDRAIL WITH 6'-0 HIGH <br />CHAIN LINK FENCE WITH .3 STRANDS OF BARBED 'MRE AT TOP. LOCATE <br />FENCE POSTS TO MATCH LOCATIONS OF EXISTING HANDRAIL POSTS. <br />REPLACE ALL EXISTING EXPANSION ANCHORS WHICH ARE DAMAGED DURING <br />HANDRAIL REMOVAL. <br /> <br />~ <br /> <br />2. DO NOT DISTURB EXISTING HANDRAIL SOUTH OF EXPANSION JOINT. <br /> <br />3. PROVIDE END POST EACH SIDE OF EXPANSION JOINT. <br /> <br />4. DIMENSIONS BETWEEN FENCE POSTS VARY. LOCATE NEW FENCE POSTS IN <br />SAME LOCATION AS EXISTING HANDRAIL POSTS (CONTRACTOR FIELD MEASURE). <br /> <br />5. SEE SPECIFlCA nONS FOR ADDITIONAL INFORMATION. <br /> <br />6. CONTRACTOR FIELD MEASURE LOCATION OF EXISTING ANCHOR BOLTS FOR <br />GAUGE. <br /> <br />7, 3/S" DIA. GALV. STEEL TENSION ROD. TYPICAL AT EA. END AND CORNER <br />FENCE f'ANEL. <br /> <br />8. DIMENSIONS AND ELEVATIONS SHOWN FOR LOCATIONS OF EXISTING <br />FEATURES ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. <br /> <br />. <br />9. SHIM AND/OR DRY PACK AS REQUIRED TO PLUMB POSTS. <br /> <br />Cot <br /> <br />".-:' <br /> <br />'" <br /> <br />" <br /> <br />'" <br /> <br />t.,L:ON AVENUE BOATCHUTE <br /> <br />DRAWING NUMBER <br /> <br />FENCE DETAILS <br /> <br />816 <br /> <br />SHEET NUMBER <br /> <br />M <br /> <br />N <br /> <br />o <br /> <br />p <br /> <br />10 <br /> <br />9 <br /> <br />8 <br /> <br />7 <br /> <br />6 <br /> <br />5 <br /> <br />4 <br /> <br />3-,.... <br /> <br />'~ <br /> <br />2 <br /> <br />~,/ <br />