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m-
<br />151)0)c�e-v
<br />Beit#1 Benf'�`'2
<br />X32 -Da I j
<br />o"
<br />Tof n/ L ely; `h 3�7'
<br />Sta. 296 t26
<br />Ac Abell #/
<br />E/ev //2.7/
<br />aenr
<br />Ben f,�
<br />9&171#4 Beof 5 E/ X08 E/. —
<br />�esfPier#6 Pivot Piet -07
<br />r-- , r- i i. n -TT- /1 A l
<br />Horiz. /" = 20
<br />SCA L E Verf / " = 4 '
<br />Leve/
<br />E/ev //2.75
<br />2N
<br />Dike
<br />/ace
<br />N1et4/ Beam
<br />Oaard Poi/ink
<br />ZD'.Pooias
<br />297
<br />BEGIN OFBRIDGE
<br />TSTA. 296fZ45o
<br />I
<br />to 2.99 t2s B vor
<br />Elev. //2. -75
<br />OFiLE- N
<br />� PR
<br />� a o
<br />�I ' I
<br />Contro/e rraffic Croce
<br />P/otf0rm. See Jheet 2
<br />I I I for defAi/s
<br />JI
<br />%x NI
<br />T -
<br />Traffic Gate �'otforin.
<br />Jee sheet m for dotal%
<br />9 -
<br />Const
<br />36 = 8'
<br />36' C/epr (1/aries fo �3 )
<br />/8'(Vories fo 22) /B'(vories fo 22')
<br />„ Ptofi/e�7i'o0'e
<br />F16 �Ile
<br />9
<br />Confit
<br />36 -5
<br />36Clear
<br />QU*4NT1 r1W . '
<br />I Prod/e �ii'ooe
<br />C
<br />12�2 o C
<br />o
<br />2 7
<br />/YI0B/L/Z.4 TION
<br />/ Lump Sum
<br />I
<br />1.3.3,900
<br />I
<br />I
<br />EXCA1/.AT/ON PROT,E'C T/ON
<br />I
<br />CAST .Z'RON CdjjN7 ERj1yEr6,yT
<br />I
<br />/6.
<br />I
<br />I
<br />I
<br />I
<br />I
<br />STZ,EL 6RID DECK
<br />2,616
<br />S.F.
<br />( Fired 510oA-7S) 9 �S,s
<br />TYPICAL T L -
<br />�onne/ No scale No Jcp/e
<br />loo ''PIC. PIL /NG (70 TONT 25/d /6 69)"PC.s//srQt DR/1!z" /8 /NCH CONCRETE METAL
<br />S7t? 299 f 43 S,46&1#11 P/L E (45 TON) 72 Each /YECf/,4NIC,4L
<br />E/ev. 112 7/ OR/YE STEEL SHELL EgCJ/.PIYIENT / L. S.
<br />PL. A AL
<br />Si; L F
<br />DRAWN BY DATE P OJECT ENGINEER DATE CMECKED DATE w SUBMITTED DATE APPR-14'1 — RECOMMENDED DATE
<br />z �r COUNTY OF SAN JOAQUIN
<br />19,5
<br />V(2�
<br />ROAD FILE INDEX( No.
<br />PILE (70 TON)
<br />9
<br />QU*4NT1 r1W . '
<br />STEEL P/PE R,4Il ING
<br />2 7
<br />/YI0B/L/Z.4 TION
<br />/ Lump Sum
<br />ERECT ST1fUCT11R,4L STEEL
<br />1.3.3,900
<br />/b• (F)
<br />EXCA1/.AT/ON PROT,E'C T/ON
<br />CAST .Z'RON CdjjN7 ERj1yEr6,yT
<br />8 0 600
<br />/6.
<br />SYSTEM
<br />/ Lump Sum
<br />STZ,EL 6RID DECK
<br />2,616
<br />S.F.
<br />,BRIDGE RENOWL
<br />! Z ump Sinn
<br />TIMBER (PRESS URE
<br />(STE,EL GR/D DECK)
<br />Fj1jf1 //Shy /8 INC# CONCRETE'
<br />7R2W TED Ddd6L,4S F/R)
<br />2.2
<br />4f
<br />PIZING (45 TON)
<br />2,750 Zh7
<br />ROCf( SLOPE PROTECT/NG
<br />(F)
<br />TERM/NXL SECTION
<br />FZ11 NISH STZ,,C SA,EL L
<br />(FX C/NG ME7'1100 8)
<br />50 0
<br />Tort
<br />(GUARD R,41,C, TYPE .�4)
<br />3 4 0 Lin Ff
<br />/Yl/SCFE 1.4NE01,14Z BRIDGE
<br />s FURNISh1 BR/DGE DECK
<br />loo ''PIC. PIL /NG (70 TONT 25/d /6 69)"PC.s//srQt DR/1!z" /8 /NCH CONCRETE METAL
<br />S7t? 299 f 43 S,46&1#11 P/L E (45 TON) 72 Each /YECf/,4NIC,4L
<br />E/ev. 112 7/ OR/YE STEEL SHELL EgCJ/.PIYIENT / L. S.
<br />PL. A AL
<br />Si; L F
<br />DRAWN BY DATE P OJECT ENGINEER DATE CMECKED DATE w SUBMITTED DATE APPR-14'1 — RECOMMENDED DATE
<br />z �r COUNTY OF SAN JOAQUIN
<br />19,5
<br />V(2�
<br />ROAD FILE INDEX( No.
<br />PILE (70 TON)
<br />9
<br />Foch
<br />STEEL P/PE R,4Il ING
<br />2 7
<br />L _ F
<br />STRUCTURE CONCRETE
<br />(E)
<br />AIETAL B4C4M GUARD
<br />(8RIDG,E)
<br />774
<br />G.Y.
<br />RAIL/NG
<br />188
<br />L.i'
<br />CONCRETE FILL
<br />METAL TUBE BRI DOE
<br />(STE,EL GR/D DECK)
<br />1500
<br />$ F
<br />RAIL /NG (TYPE 115)
<br />634
<br />L.F
<br />BAR REINFORCING
<br />0 0
<br />(F)
<br />TERM/NXL SECTION
<br />S TE.EL
<br />/ 4 0, 0
<br />/6.
<br />(GUARD R,41,C, TYPE .�4)
<br />4
<br />Eoc h
<br />s FURNISh1 BR/DGE DECK
<br />ELECTRICAL ,EQ11/PME/i►17
<br />Dike TRe,4TMENT MW Z'F f1AL
<br />/ $
<br />�' o
<br />SUBMWR/NE CABL. E
<br />i
<br />4.3.
<br />h TiQEAT ,SR/OGE DECK
<br />(COAX FILL STEEL 6R1,0DECK)
<br />1,500
<br />S. F.
<br />(F) Desi9nofes Fino/ Quon/ify
<br />FURN/Sy S TRUCTUR,4L
<br />STEEL
<br />133,'700
<br />Ib. (F)
<br />END OF,8,906E
<br />Sfa. 2 99 4_a
<br />. II
<br />wI
<br />I
<br />r
<br />h Place �� F of Mefo/ Beocn Ga4rd .poi/icy
<br />SP 477C-/� A 77C-2 �' A 77-9
<br />�°/ace Te/�nioo
<br />Jte%fpe.4 oflret (ryl'
<br />(�✓/0) R=y—'1
<br />see XR. A77C-4
<br />S C A L E. A; 3*0117
<br />GENERAL PLAN
<br />P/a Dofo : Desiyn Lood- 45 Tor,7 except 1mot Pier,07, 70 Tons
<br />specified Tip ,Geka/low cShowV
<br />Probahle Tia ,E/e11aAba 5' DeP,oer
<br />dor �ehera/ /✓ofes vee 'V/ab lt'einforcemai'74 ,C» O/Xx
<br />REL,�
<br />r -
<br />tic t ► 0�
<br />lv - 3 -8-I /! 7- 9s o
<br />ZI
<br />SHEET TOTAL yy,II
<br />EIGHT MILE RD, BRIDGE NO. 1043 NO SHEETS OI
<br />P _)JE� (Across Bishop Canal) to
<br />STATE NO. 29C-114
<br />
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