|
0
<br />N
<br />9
<br />I
<br />Place S. ,I Co. 9,v
<br />4 Sec. L1:7 e
<br />Box Cv/vf \
<br />S Consf Branodf ePd.
<br />(,-/ze {er /o /I/o* ;9/ s,41 #z-) 82 \
<br />-f
<br />/Ylefo/ upPorn .Bric�'ye
<br />RA /L POS T DETAIL
<br />6 `"Ac- ,?O
<br />Sfa. 82 10 7 Lf 8.45 of S Const Brordf
<br />ePd COwST. Dbl. 8,,T5 --Ax 32,54 P.C.C.
<br />b„ \ RC,3, Cu/vf ePef' S.P. D81-2, D83-4-
<br />9O
<br />lPef er fo p arab e / n'elai/s fh/S ShPef
<br />ZDa ■
<br />Skew
<br />6 lPai/l0os1`S aces (0 6'3'-: .37 '6 "
<br />Sfr. W 48 4
<br />PLAN �°,
<br />Scale- jg /'-0"
<br />GE/VERA Z- IVO TES
<br />/.
<br />fele.,- to S. P. --r,9 77 -- C 8S for alet�i /s of
<br />rail e/ernen/', ferr»ii7a/ sec tion , rail s/o/ice,
<br />an4►' fYa�` P/afe washer.
<br />2. eke,, er fo SecG`iore 83-402, 33-10016,,
<br />83 -/. 02 G e.-7 a' 83 -/. OZ // of the Sld,-7O,6 5(
<br />SpG ci/'ic'efions /en 1e f&1"rnen is of Cna/eri a/s
<br />ar>al erection, -
<br />3. 2efer rb S./? 083 - if for 4'es�rt, cans�rucr`iorl
<br />and a do'i'tiana/�er?era/ noes.
<br />StJ- 2/ / inn A'd Sty L evel
<br />1 1 ,"Chomier
<br />h (TYPE i =o
<br />0
<br />Box
<br />Cv/vf
<br />Vor (6'-IVIi7-
<br />F ---I 1,4
<br />(1 inn led. F' Brandt Pd.
<br />7-Y1,'/CAL S45CTION
<br />A� 11 �/eMer7r`
<br />=.3% "/-/, S bo /fs
<br />�fof 2)
<br />," Finished Groo'e
<br />3 , xZ,x Q' 7 „R xlasher
<br />Z
<br />3%
<br />2
<br />/-,o " h! S. bolts ,refer Aa l'orop of ,lrt/o // Detoi/
<br />(14o12) f
<br />6e/OH,l far 1-,-h 01 -Ce W eol7l
<br />re9uirem oo As .
<br />RAIL POST ON PARAPET
<br />12"
<br />`8 fof 4
<br />(Bars Bun d/ed
<br />FireeshPoe ('rode
<br />/Ap�/�/
<br />P Const. 8'' jelly Linn tea'
<br />P/oc e S,J. Co . B. /V Iolae
<br />S fa. 2 ,, 00 on -0 Cons t e iP PV Lie7n Rd.
<br />I I I I CON57R- IJC7' Db/ 8 XS -A x 30.58
<br />PCC R.C.B. CUW. Ref., S.P. D81-2
<br />I) I D93-4, 08.5-3 6"this sheet far
<br />�Peinforcing Sr`eel.
<br />—� �-• — 6 I
<br />II
<br />I —z --
<br />il
<br />I II
<br />I II
<br />I II i
<br />lFefer Ila parcel defoi/s Phis sheet
<br />i I
<br />Neto/ ,Beam Bridge ,e&) 9
<br />6 Rol/ Posf S,00ces (06 ' 3 = �37
<br />�Slr'W 487
<br />PZ AN
<br />A PP/PDXIMA TZ- Qf�ANTI TIE'S
<br />Class .4 Cor?crete
<br />HI -a,17 df ,ed S'fi� ON 484 .52 C.Y.
<br />,Z 11717 /,F ' L5'fr- &1414(57 SO C.Y. '
<br />Tota/ =
<br />/10? Cy,
<br />3rar/df Re/ Sfr- :1VV484 7440 Lbs
<br />Lir7� ,�'d �Str ?AI497 7/00 Lbs
<br />To fol = /W 500 Lbs
<br />Bron dt Rd. r
<br />' 8/z inn .t'd S>`i — a Linn
<br />6 L
<br />,Pd. Sfr I I I I I i
<br />Z,. I I 7_ ` 3" Bron df S>`r j II I
<br />6 ' - 6 ' Bran olf ,ed Str
<br />(L ine7 Pd. 64 5,
<br />TY/0/CAL ZZi
<br />r,
<br />�4
<br />bolts
<br />3'X% X0-7
<br />j� Washe
<br />2' x 0 5.
<br />x
<br />12 Ala,
<br />S. bol/
<br />(tot 2)
<br />Lock Uc/asher
<br />!'a/ GVa -h er
<br />SPA/L POST ON WAI-L DETAIL
<br />/Vo Scale
<br />(,)-f A
<br />_PROJ EECT
<br />__.
<br />E' R AW I N NO 1,9RA1V,07 I'D. Sfr,GWW 3
<br />Q
<br />I
<br />I
<br />lo
<br />RA /L POS T DETAIL
<br />6 `"Ac- ,?O
<br />Sfa. 82 10 7 Lf 8.45 of S Const Brordf
<br />ePd COwST. Dbl. 8,,T5 --Ax 32,54 P.C.C.
<br />b„ \ RC,3, Cu/vf ePef' S.P. D81-2, D83-4-
<br />9O
<br />lPef er fo p arab e / n'elai/s fh/S ShPef
<br />ZDa ■
<br />Skew
<br />6 lPai/l0os1`S aces (0 6'3'-: .37 '6 "
<br />Sfr. W 48 4
<br />PLAN �°,
<br />Scale- jg /'-0"
<br />GE/VERA Z- IVO TES
<br />/.
<br />fele.,- to S. P. --r,9 77 -- C 8S for alet�i /s of
<br />rail e/ernen/', ferr»ii7a/ sec tion , rail s/o/ice,
<br />an4►' fYa�` P/afe washer.
<br />2. eke,, er fo SecG`iore 83-402, 33-10016,,
<br />83 -/. 02 G e.-7 a' 83 -/. OZ // of the Sld,-7O,6 5(
<br />SpG ci/'ic'efions /en 1e f&1"rnen is of Cna/eri a/s
<br />ar>al erection, -
<br />3. 2efer rb S./? 083 - if for 4'es�rt, cans�rucr`iorl
<br />and a do'i'tiana/�er?era/ noes.
<br />StJ- 2/ / inn A'd Sty L evel
<br />1 1 ,"Chomier
<br />h (TYPE i =o
<br />0
<br />Box
<br />Cv/vf
<br />Vor (6'-IVIi7-
<br />F ---I 1,4
<br />(1 inn led. F' Brandt Pd.
<br />7-Y1,'/CAL S45CTION
<br />A� 11 �/eMer7r`
<br />=.3% "/-/, S bo /fs
<br />�fof 2)
<br />," Finished Groo'e
<br />3 , xZ,x Q' 7 „R xlasher
<br />Z
<br />3%
<br />2
<br />/-,o " h! S. bolts ,refer Aa l'orop of ,lrt/o // Detoi/
<br />(14o12) f
<br />6e/OH,l far 1-,-h 01 -Ce W eol7l
<br />re9uirem oo As .
<br />RAIL POST ON PARAPET
<br />12"
<br />`8 fof 4
<br />(Bars Bun d/ed
<br />FireeshPoe ('rode
<br />/Ap�/�/
<br />P Const. 8'' jelly Linn tea'
<br />P/oc e S,J. Co . B. /V Iolae
<br />S fa. 2 ,, 00 on -0 Cons t e iP PV Lie7n Rd.
<br />I I I I CON57R- IJC7' Db/ 8 XS -A x 30.58
<br />PCC R.C.B. CUW. Ref., S.P. D81-2
<br />I) I D93-4, 08.5-3 6"this sheet far
<br />�Peinforcing Sr`eel.
<br />—� �-• — 6 I
<br />II
<br />I —z --
<br />il
<br />I II
<br />I II
<br />I II i
<br />lFefer Ila parcel defoi/s Phis sheet
<br />i I
<br />Neto/ ,Beam Bridge ,e&) 9
<br />6 Rol/ Posf S,00ces (06 ' 3 = �37
<br />�Slr'W 487
<br />PZ AN
<br />A PP/PDXIMA TZ- Qf�ANTI TIE'S
<br />Class .4 Cor?crete
<br />HI -a,17 df ,ed S'fi� ON 484 .52 C.Y.
<br />,Z 11717 /,F ' L5'fr- &1414(57 SO C.Y. '
<br />Tota/ =
<br />/10? Cy,
<br />3rar/df Re/ Sfr- :1VV484 7440 Lbs
<br />Lir7� ,�'d �Str ?AI497 7/00 Lbs
<br />To fol = /W 500 Lbs
<br />Bron dt Rd. r
<br />' 8/z inn .t'd S>`i — a Linn
<br />6 L
<br />,Pd. Sfr I I I I I i
<br />Z,. I I 7_ ` 3" Bron df S>`r j II I
<br />6 ' - 6 ' Bran olf ,ed Str
<br />(L ine7 Pd. 64 5,
<br />TY/0/CAL ZZi
<br />r,
<br />�4
<br />bolts
<br />3'X% X0-7
<br />j� Washe
<br />2' x 0 5.
<br />x
<br />12 Ala,
<br />S. bol/
<br />(tot 2)
<br />Lock Uc/asher
<br />!'a/ GVa -h er
<br />SPA/L POST ON WAI-L DETAIL
<br />/Vo Scale
<br />(,)-f A
<br />_PROJ EECT
<br />__.
<br />E' R AW I N NO 1,9RA1V,07 I'D. Sfr,GWW 3
<br />
|