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Ȁim%WȀim  im%Wim ȀLZ%oȀLZ  %oLZLZ ' $ˀ#Tˀ  $ 9Approx. weight ( Ȁo%Nɀ +8,8, LIFTING DIAGRAM  "%<ʀ[d&*ʀ  %<}CMS  $ʀ% ʀ  $ %   %%lˀM'%ˀa  %lf Eye Bolts  $#ˀA$Vˀ  $#$VA  #=ˀו#{ˀ5  #=5#{ו   'TɀcY$ɀcY  $cY 'TcY   'TɀcY ɀcY  'TcY cY  $9ɀcY$ɀcY  $cY$9cY   'TɀB 'Tʀ  'T 'TB  $ɀB$ʀ  $$B  wʀKwˀ'  w'wK  wʀKwʀ  wKw  ͻʀK =ʀK  =KͻK  wˀ'wˀ  w'w  wˀwˀ  ww  ͻˀ =ˀ  =ͻ  ,ˀˀF " Xak%kwȌ%ˀˀ wwċwȌ%&ˀˀۻ wۻ&wwۻ%aˀˀ waww%ˀˀ wwbw,ˀˀF " Xak%kwȌ%ˀˀ wwċwȌ%&ˀˀۻ wۻ&wwۻ%aˀˀ waww%ˀˀ wwbw,ʀKʀF " Xak%kwK%ʀKʀ wKwhwK%&ʀRʀz wRzw&zwR%aʀ:ʀr w:rwmarw:%ʀ9ʀ w9ww9,$#ˀ$biˀF " Xak } $#Ռ%$#ˀ$biˀ $#$/T$T$bih$#Ռ%$-ˀã$`ˀy $-y$Jˀ0# ˀҡ #>Jҡ#z0# uY# #>Jҡ%#Tˀь#zˀ #T#cuь#q/#zh#T%#{]ˀv#ttˀ #{]#qv#moٗ#ttW#{],#=ˀz#Jˀ5F " XakQ' IQ#=5%#=ˀz#Jˀ5 #=5#z#xb#J#=5%#>Jˀ0# ˀҡ #>Jҡ#z0# uY# #>Jҡ%#Tˀь#zˀ #T#cuь#q/#zh#T%#{]ˀv#ttˀ #{]#qv#moٗ#ttW#{],$ʀk%!ʀ F " Xak$T^$$ %$ʀk%!ʀ  $ %! k%+ k%!$ %$ʀ^%kʀH $H%^%\%k)$H%$iʀ%ʀ $i%%5%$i܌%$ʀ% ʀ $%5%c% C$,$`ɀJ$ɀgF " Xak(($cY%$`ɀJ$ɀg $cY$`g$cY$`J$cY%$ɀN$@ɀc $@cY$c$cY$N$@cY%$Ԧɀ"R$ɀ` $cY$Ԧ`$cY$Ԧ"R$cY%$ŪɀT$qɀ] $qcY$Ū]$cY$ŪT$qcY,$`ɀJ$ɀgF " Xak(($cY%$`ɀJ$ɀg $cY$`g$cY$`J$cY%$ɀN$@ɀc $@cY$c$cY$N$@cY%$Ԧɀ"R$ɀ` $cY$Ԧ`$cY$Ԧ"R$cY%$ŪɀT$qɀ] $qcY$Ū]$cY$ŪT$qcY, 'TɀJ eɀgF " Xak<< 'TcY% 'TɀJ eɀg  'TcY eJ cY eg 'TcY% ~^ɀN ɀc  ~^cY N cY c ~^cY% -gɀ"R ɀ`  -gcY "R (cY ` -gcY% PnɀT ɀ]  PncY T  }cY ] PncY, Ỳ!̀F " Xak%k!% Ỳ!̀ ! Y!!!% _̀٥!̀ ! _٥!!٥!ڌ% ̀ث!̀ ! ث!!ث!Ќ%!̀ɰ!N ̀ !!ɰ!!N ɰ!,$Q ̀թ$1̀-F " Xak%k$-%$Q ̀թ$1̀- $-$Q թ$$1թ$-%$\̀$,̀& $&$\$ֹ$,$&%$̀$(̀< $<$$ $($<ی%$ ̀$I%̀6 $6$ $$I%$6 $#ˀf%aˀ ` $#ˀf%aˀ X_X_X_K{K{K{9$#ˀf%aˀ+ %aUn%Mj%9Sg%-%g$f$s$$o&$TI$# *Hp9! +<<*HhLAYOUT ڽ3 U !"!ڽ'MNotes: Ŭch !"!1. #"zl@ !"!#<2. ;$A.'"- !!$QH>Weld two 2" dia. conduit couplings in post. Plug for shipping. 'Up !"!'e3. 7 ~%M ) !"! 5Changeable Message Sign will be (SF) State-furnished.. 'px !"!'*4. 5~˻$' !"!~˻21For location of sign structure see Project Plans. (|p !"!(5. <'T1k. !"!?For details of truss use Standard Plans unless shown otherwise. $m9n !"!$ 6. 1ºt"5컀 # !"!º)For details not shown see Standard Plans. ykt !"!&#F7. 77y%qu) !"!G6Base plate supersedes STANDARD PLANS see Anchorage and )Dͮf !"!TBase Plate Details sheet. 'Ā'Ā  '' 'Ā'Ā  ''  \]ƀ ǀ"Z !"!\] Cabinet "L`!PM  +8,8,L ELEVATION "}- +8,8,}? OFF SHOULDER #-% I; +8,8,#-"MEDIAN &ƿ  &ƿ "忀Ύ%ٖΎ  "Ύ%ٖΎ (L鿀Y !"!L Traffic to left of sign (!}&MEb !"!!}Traffic to right of sign &€&lÀ !!"b&RE.T.W. %佀v'H9ǀ 'H9'H9vv FƀsǀQ :^:-F|# >#&\0 !"!#DDistrict Designer to request for appropriate sign from headquarters. 7#d#쾀) !"!#~6Notify Sign and Overhead Structure of proposed layout. )tr_ !"!)8. $ոHm !"!ոXSTANDARD PLANS. 3¸Wt#Ѹ% !"!¸g-Upper and lower chord angle details supersedeu %!@C̥/ !"!!@SFOUNDATION DESIGN 2$M Cb$ !"!4g+CIDH pile foundation requires soil equal to -埼+2K !"!埼!a freeway fill (90 % compaction). +3Rʔ> !"!3bFoundation review is required. 5P ' !"!j2Review shall included alternative foundation types 3& #G% !"!&.where CIDH pile foundation is not recommended. 8I C<* !"!d7Project Plans and Structure Details may need revisions ,GhU !"!Gxper foundation recommendations. 1)gp# !"!9"* Not to be included in contract documents.  ֽn :^:- ֽ# @kЉ :^:-@t!# %d Em dEm Em ddEm 󒽀۾U :^:-# &㾀U !"!'TABLE Q (QUANTITIES) "3 $4 H8X9H8X9GEMۣ +4L̞wp 2ɞ$ɞ  2ɞ$ɞ (Ꜵ嵀? 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΀΀|  |  ΀ ΀z   z   ΀ ΀z   z  ΀N΀  N ΀N΀  N ΀N΀  N ΀N΀  N ΀Y΀    Y ΀Y΀    Y ΀Y΀    Y ΀Y΀    Y ΀_΀%  %_ ΀_΀%  %_ ΀_΀%  %_ ΀_΀%  %_ ΀e΀,  ,e ΀e΀,  ,e ΀e΀,  ,e ΀e΀,  ,e ΀j΀2  2j ΀j΀2  2j ΀j΀2  2j ΀j΀2  2j ΀p΀7  7p ΀p΀7  7p ΀p΀7  7p ΀p΀7  7p ΀|΀C  C| ΀|΀C  C| ΀|΀C  C| ΀|΀C  C| ΀΀I  I ΀΀I  I ΀΀I  I ΀΀I  I ΀΀I  I ΀΀I  I  ΀ ΀H   H   ΀ ΀H   H  g΀g΀H  gHg ΀΀I  I ΀΀I  I ΀΀I  I ΀΀I  I ΀΀I  I ΀΀I  I  ΀ ΀H   H   ΀ ΀H   H  g΀g΀H  gHg ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀!̀  ! ̀!̀  ! ̀!̀  ! ̀!̀  ! ̀&̀  & ̀&̀  & ̀&̀  & ̀&̀  & ̀,̀  , ̀,̀  , ̀,̀  , ̀,̀  , ̀8̀  8 ̀8̀  8 ̀8̀  8 ̀8̀  8 ̀>̀  > ̀>̀  > ̀>̀  > ̀>̀  > ̀D̀   D ̀D̀   D ̀D̀   D ̀D̀   D ̀D̀   D ̀D̀   D ̀D̀   D ̀D̀   D ̀D̀   D ̀D̀   D ̀D̀   D ̀D̀   D ̀D̀   D ̀D̀   D  ̀C ̀    C ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀ ̀   ̀ ̀   ̀ ̀   ̀ ̀   ̀ ̀   ̀ ̀   g̀ g̀  gg ̀ ̀   ̀ ̀   ̀ ̀   ̀ ̀   ̀ ̀   ̀ ̀    ̀  ̀    g̀ g̀  gg ̀̀`  ` ̀̀`  ` ̀̀e  e 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̀[ ̀"   " [  ̀[ ̀"   " [ g̀[g̀"  g"g[ ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀   ̀̀Φ  Φ ̀̀Φ  Φ ̀̀Φ  Φ ̀̀Φ  Φ ̀ ̀Ӧ  Ӧ ̀ ̀Ӧ  Ӧ ̀ ̀Ӧ  Ӧ ̀ ̀Ӧ  Ӧ ̀̀٦  ٦ ̀̀٦  ٦ ̀̀٦  ٦ ̀̀٦  ٦ ̀̀ߦ  ߦ ̀̀ߦ  ߦ ̀̀ߦ  ߦ ̀̀ߦ  ߦ ̀̀   ̀̀   ̀̀   ̀̀   ̀*̀  * ̀*̀  * ̀*̀  * ̀*̀  * ̀*̀  * ̀*̀  * g̀)g̀  gg) ̀*̀  * ̀*̀  * ̀*̀  * ̀*̀  * ̀*̀  * ̀*̀  *  ̀) ̀    ) g̀)g̀  gg) =Ѐ>Ѐ  >= πgπ  g  π π     π π     *π π   * +!Ѐ8m!Ѐ8m  !8m+!8m j3Ѐ\"8Ѐ\  j3\"8\ ππ   ππ   ππ   ππ    π π      π π      π π      #Ѐ! kdЀw "1 "1 #F)Safety L $ Ѐ р2 "1 "1 /walkway bracket  ֮΀G ֮π  ֮ ֮G  ߗ΀G `΀G  `G ߗG  ߗπ f π  f  ߗ, ģπ πF " XakQ ֮% ģπ π  ֮ ģ ֮  ֮% ˦π π$  ֮$ ˦ ֮l  ֮$% Yπ Tπ  ֮ Y ֮U T ֮܌% pπ ;π  ֮ p ֮ ; ֮, ģπ πF " XakQ ֮% ģπ π  ֮ ģ ֮  ֮% ˦π π$  ֮$ ˦ ֮l  ֮$% Yπ Tπ  ֮ Y ֮U T ֮܌% pπ ;π  ֮ p ֮ ; ֮, ģ΀G ΀.F " XakQ ֮G% ģ΀G ΀.  ֮G . ֮.' ģ. ֮G% ˦΀) ΀B*  ֮) B* ֮$ ˦B* ֮) % Y΀ T΀&  ֮ T& ֮" Y& ֮% p΀0 ;΀#  ֮0 ;# ֮e! p# ֮0  O΀E πѨ "1 "1 b EGrating 5 Ѐ*0 р' F eJ$  g  h *0pGwIþ, Ѐ*0 ЀVF " Xak@: *0% Ѐ*0 ЀV  *0 V I F *0% Ѐ5ЀyQ 5 !yQ }G E5% tЀ:Ѐ%M : %M F t&E:% Ѐ= ,ЀI  ,= I E  D ,= ̀\̀\  \\  ̀8ֹ̀ 8 [8ֹ ̀̀ؽ ؽ\  ̀e ̀ND   ND e }̀\̀\  }\\ ̀,Qg̀,  ,Qg, ̀̀ؽ ؽ\ g̀eg̀  gge, ̀I6̀nF " XakQQ [% ̀I6̀n  [6Iz/[6n [%s̀V2̀f s[2V+-[2fs[% ̀ި.̀߳  [.ިC+[.߳ [%z̀+̀ z[+)[+z[,:̀J̀oF " Xak\%:̀J̀o \:o\:J\%̀Ẁf \f\W\%-̀߬ ̀߷  \-߷Ӹ\-߬ \%)̀̀µ \)µe\)\,:̀J̀oF " Xak\%:̀J̀o \:o\:J\%̀Ẁf \f\W\%-̀߬ ̀߷  \-߷Ӹ\-߬ \%)̀̀µ \)µe\)\ ۈ΀ۈЀ  ۈۈ `}΀V΀6 V6ۈ`}6 `}ЀUVЀ `}UۈVU {΀ҟ΀  {ҟ {ЀҟЀ  {ҟ,}΀΀G5F " XakQۈ%}΀΀G5 ۈG5ۈ-}G5ۈ%Ѐ΀΀0 ۈ0ۈ+Ѐ0ۈ%]΀uY΀T- ۈuYT-ۈ)]T-ۈu%w΀@΀X* ۈ@X*ۈ(wX*ۈ,}΀΀G5F " XakQۈ%}΀΀G5 ۈG5ۈ-}G5ۈ%Ѐ΀΀0 ۈ0ۈ+Ѐ0ۈ%]΀uY΀T- ۈuYT-ۈ)]T-ۈu%w΀@΀X* ۈ@X*ۈ(wX*ۈ,}Ѐ_WЀF " XakQۈ%}Ѐ_WЀ ۈ}_Wۈ^_Wۈ%ЀЀ[Ѐ{ ۈ{Ѐ[ۈ a[ۈ{%]ЀR_YЀ0u ۈ0u]R_ۈbYR_ۈ0u%wЀNb@Ѐo ۈowNbۈd@Nbۈo   ΀kЀL "1 "1 bkGrating % ̀E ̀% "1 "1 j Walkway bracket, ̀"G ̀8F " XakG -% ̀"G ̀8 G - 8 ^- "G -% Q̀%j̀5 j- Q5 - Q%j-% ̀( ̀3  - 3 - ( -% ̀2* b̀0  b- 0 .- 2* b- 9 ̀z%2̀>+  ) KP- 1I58e=I4&Ӏ.2|*1:&!,h̀!2̀7F " Xak 2|*%h̀!2̀7 2|*z7UD,h!2|*%̀g$P̀q4 P*q4&,g$P*%̀&̀1 2+(1,&2+%̀(Ǹ/ Nr+/+(Nr+  ˀ5ˀ +8,8, `VIEW A-A  !ˀ8ˀ8  !88  Eˀzˀ  Ez 1 oЀ; 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"m"m rZ2600 4$$Op& !!$0Drill and tap for 2 " dia. recessed pipe plugs. ΀Q~π "1 "1 b-d3'-10" 0 ̀3̀ "1 "1 0 <2'-10" H̀ :?̀ "1 "1 H1T6"  =@΀ Ϩπ "1 "1 b 3'-0" # р gр "1 "1 7 " clear of f 4aU %& !!ao0Lateral design pressure is 1800 lbs. per sq. ft.  A}"ͽP "m"mA}?"h"(ft) #b2꽀LL "m"mb Weight (lbs.) dql "m"m116 iCxt "m"mi]18 ,7 "m"m,T20 M(,6 "m"mM(22 M(<9h "m"mM(24 !ÀAbtÀ "m"m^| 2'-0" Max. 1ŀ8ƀh,# "m"m*Attach 3/ 16" o or larger brass bolt with %ǀ ǀ "1 "1 24 " O.D @ 125.5 X $ɀ/ɀo "1 "1 !5@5'-0" = 25'-0" $ YƀwȀ "m"mbbw18'-6" Min. 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