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~ ~ ! ______________________________________~9~3_'~-S~3~~~ " ______________________________________~~ 4 SPACES 1/ - , @ 15'-0 " = 60'-0 " ~ ' INTERMEDIATE DI APHRAGM SPACING SEE NOTE #3 If) z -0 SEE NOTE #3 -> If) W 0: r GIRDER 1 I- I II- GIRDER 2 I I ------.--- - - I - - - - - ------------- - - - - - -r - - I - - - - - - -- - --- ------ - - I - - - - - - --- - - - - - - - - I r --, I II- ------ - - - - - - - - - - - --- 7 _ - ------~ , GIRDER 3 ~-_ ,. ---- ---------------- I I ~Q)I -' II- - - - - - - - - - - - - - GIRDER 4 - -- -- - - - - - - - - - - - - - - - =I,I---J -- -- -- , en ,Ill , ~ " ___-1-----------f!-r1J====t======rr=!====f======r======f===~\~,fT-i/~--f ---+--.1...-r I I et SR-66 AND PROFILE GRADE LINE GIRDER 5 I'-II-F--+;-/;z....:-:....=:....:.--=~-~-:....:.--=~-:....=:....:.--=+F-+-.:..--=:....:..-.=...:-~-+-.:..--=...:-:....=:....:.--=~-:t=:....:.--=~-:....=:....:.-...:-=f--:....=:....:.--=:...-:...~~-t=-=-I~'r-- ~ 96°31' 37" , ,I J GIRDER 6 It- I LCHORD "A" ' 43 " BRG N22031 ~,,fl.,."'-_ ',~ 0-';£'; 83·28'23" - ' - - - - - - - - 1-------- I III --f - , I GIRDER 7 III , I APPROACH SLAB----., I ------ '------- , , GIRDER 8 f-' , -------, -f - - - - - - - -------.,------ I , , -- -- - '- - - - - - - - - - - - - -L - - I - - - - J - I , - - - - - ~ - - - - , I , '~I EDGE OF DECK) ~APPROACH __1 J '<T, ~I ~I BRG ABUT #1 ZI et >- -u 0:: W z41( ~, 0' SLAB t- , ,'<T t , i::,1 ~ 0 ~I , - - 1 - ~1'-~-_1_L_ a= -> :z: 0:: a= CD a.. -> ~ c..:> ~ BRG ABUT #2 0:: 0 :2 -...., 2. ALL GIRDERS ARE PARALLEL TO BEARING N22°31'43" 3. LOCATE DIAPHRAGM DIRECTLY ABOVE TEMPORARY SUPPORT POINTS USED DURING MOVING OPERATION. ...J W CD > ...., •....,a= a\.0 \.0 > \.0 \.0 Z o o :E lL -« 0:: ...., 1. ALL ABUTMENT AND INTERMEDIATE DIAPHRAGMS ARE PARALLEL TO BEARING N60·S6'40"W Z w a= a= NOTES: « w I 0:: CD 0:: LL I 0 0:: .0 .0 VI I a= V') MORGAN COUNTY C-969 ORG _ NO . SHT. 9 OF 25