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<br />SECTION A
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<br />DIST. CONROUTE SECTION SHEET TOTAL
<br />NO. SHEETS
<br />(IJUNTY RGAD a WiM1S11t►NI;R C, F , 1,,d 1 C, r
<br />E 5585
<br />OE BRIDGE EkG®L ENGENEER—LICENS
<br />7 Turn, yaly. wire r - e, {}�
<br />Each �Ur-n to bz secul Y lj DATE APPROVE- � ■ � F 4 l
<br />onchored wig h onz staple ! �I
<br />Per pile. Fas+en zndz wi+h TO 3- SoI+S
<br />two Cro5b� CIampz, 7�piccai, -- h eon h Wale
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<br />FENDER NOTES
<br />PILES SHALL BE CREOSOTE TREATED D.F. AND ARE TO BE DRIVEN TO A SPECIFIED TIP
<br />ELEVATION OF -55.
<br />THE LENGTH OF PILES TO BE PAID FOR SHALL BE 70' EXCEPT END DOLPHINS WHICH
<br />SHALL BE 72'.
<br />TIMBER SHALL BE CONSTRUCTION GRADE ROUGH D.F. F m 1,500., C = 1,200. ALL
<br />TIMBER SHALL BE CREOSOTE TREATED, EXCEPT CA'T`,,1ALK PLANK TO BE SALT TREATED.
<br />ALL PILE CLUSTERS SHALL BE TIED TOGETHER AT THE TOP WITH 7 TURNS OF 3/41'
<br />GALVANIZED WIRE POPE.
<br />UNLESS OTHERWISE SHOWN OR NOTED, BOLTS ARE 3/4" AND ALL WALES SHALL BE
<br />JOINED AT INTERSECTIONS.
<br />SHEATHING SHALL BE SPIKED TO WALES WITH 10" BOAT SPIKES AT EACH INTERSECTION.
<br />WALES 3- 3" X 12" RANDOM LENGTHS, TO BE CONTINUOUS OVER AT LEAST 3 PILES.
<br />STAGGER SPLICES IN DIFFERENT PILE BAYS. THE MINIMUM LENGTH OF ANY SINGLE LAP
<br />IS TO BE 5' -0" . PROVIDE 1 _3/4" ($1 BOLT EACH SIDE SPLICE APPROXIMATELY 6" FROM
<br />t OF SPLICE.
<br />CATWALK JOIST SHALL BE SPIKED TO PILES WITH 2-30D NAILS AT EACH PILE.
<br />BUTT ENDS OF ALL DIAGONAL SHEATHING TO BE NAILED WITH 60-D NAILS TO VERTICAL
<br />SHEATHING.
<br />ALL HARDWARE TO BE GALVANIZED. ALL FIELD HOLES & CUTS TO BE SWABBED. COVER
<br />TOP OF PILES WITH 24 GAUGE GALVANIZED SPEET METAL. SEE SPECIAL PROVISIONS.
<br />BOLT HOLES SAME SIZE AS BOLTS. BOLTS TO BE FITTED WITH OGEE WASHERS.
<br />SUFFICIENT BLOCKING 12" WIDE AND OF VARYING THICKNESSI" TO 4" SHALL BE
<br />FURNISHED FOR VARIATION OF PILE DIAMETERS.
<br />APPROXIMATE QUANTITIES
<br />STRUCTURE EXCAVATION (TYPE A) 590 C.Y.
<br />STRUCTURE EXCAVATION 12 C.Y.
<br />CLASS "A" CONCRETE (FOOT-ING BLOCK) 520 C.Y.
<br />CLASS "AP1 CONCRETE (2,RiDGE)(1,260 C.Y.) LUMP SUM
<br />BAR REINFORCING STEEL (BRIDGE)(263,000 LBS.) LUMP SUM
<br />FURNISHING TREATED D.F. PILING 5,630 L.F.
<br />DRIVING TIMBER PILES 80
<br />FURNISHING PRESTRESSED CONCRETE PILING 3,160 L.F.
<br />DRIVING PRESTRESSED CONCRETE PILES 46
<br />FURNISHING CONCRETE PILING 3,990 L.F.
<br />DRIVING CONCRETE PILES 90
<br />STRUCTURAL STEEL (194*000 LBS.) LUMP SUM
<br />CLEANING AND PAINTING STRUCTURAL STEEL LUMP SUM
<br />TREATED D.F. TIMBER 23.2 MBM
<br />L I GHTAIE I GHT CONCRETE 98 C.Y.
<br />MISCELLANEOUS IRON AND STEEL 32,200 LBS.
<br />METAL BEAM BRIDGE RAILING 913 L.F.
<br />CONTROL HOUSE LUMP SUM
<br />BRIDGE OPERATING SYSTEM LUMP SUM
<br />14FAVYWE I GHT CONCRETE 170 C.Y.
<br />STATE NO. 29C-022 BRIDGE
<br />33<:�r.?A'.w„r..'n ,:i
<br />BRIDGE DEPARTMENT STATE OF CALIFORNIA
<br />` ` ` DESIGN SECTION ` ` DEPARTMENT OF PUBLIC WORKS
<br />Project Designf DIVISION OF HIGHWAYS
<br />9
<br />Chief Designer
<br />DESIGN ' B7 ��E4:`4�"® �f' Checked\` s. /�i 3 V� tsi"1i `("in.
<br />DETAILS I By �_ Checked
<br />QUANTITIES I By "ram Z 5 jh Checked
<br />SPECIFICATIONS I By - - Plans and specs. I- I—
<br />R S
<br />NDE
<br />Compared
<br />Approval Recommended by___% —_ 5489 I
<br />------------ Civil and Structural r} Q
<br />Enainen o/ Design 1•;ngr. License No.______. 495 __-__ SCALE Jam' i rG' vt BRIDGE L J' ' G C� FILE DRAWING C - � 0 2 3 - 4
<br />PREL. DRAWING No. P- 20
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