<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,? '1jo
<br />
<br />.;
<br />" f;;
<br />~~t~\ .~
<br />
<br />>,
<br />
<br />:~
<br />
<br />~j,
<br />
<br />:!$
<br />
<br />.,.'.
<br />
<br />'1
<br />
<br />~
<br />
<br />'jl
<br />
<br />h
<br />
<br />''1'
<br />
<br />L
<br />
<br />.'
<br />
<br />;
<br />~1.
<br />
<br />,t
<br />
<br />.,;,..
<br />
<br />," :}:
<br />,
<br />
<br />:oj,
<br />
<br />,,'
<br />
<br /><.
<br />'4.i~
<br />~.\.~,.
<br />
<br />~'
<br />
<br />~r'
<br />
<br />.~
<br />
<br />,.
<br />
<br />.. '<#,"....
<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 />
|