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x <br />x <br />X--- <br />x <br />*4 <br />DIST COUNTY ROUTE POST MILES SHEET TOTAL <br />Plvot Pler TOTAL PROJECT NO. SHEETS <br />SwIng Span Brg FabrlcGte Glrder Sta 9+90 10 Si 5-9 105 <br />StG 8+70 top of Web to th1s I SwInG <br />Parabolle Une <br />Span Brg <br />�4' 'Y4 V2 V4 <br />V4 �12 Sta //+/0 <br />REGISTERED CIVIL ENGINEER <br />IZ <br />+2 <br />ENN I S D. PECCH <br />LLj <br />Level Une No. 32049 <br />..... . .. ..... PLANS APPROVAL DATE 12/31/96 <br />Exp. <br />0 0 0 <br />IMBSEN & ASSOCIATE, S, INC. CI IL <br />9833 Horn Rocd, Sulte C /1, <br />(�o Sccrcmento, Cciffornlc 95827 OF CN <br />Level Llne <br />10 � --- <br />Proffle Grade (-3 <br />sq, <br />R F r jj��I�I I� <br />0 <br />Corr-Prflons By <br />CX3 �0 I - r-,, h ,,, n g 0 S <br />jate <br />(3) X4 <br />_CZ �-�qy --- <br />AnV Fe <br />rs n Using"�hls Drawing Shout�d Verify <br />�r)rmatior R-,, <br />Q tf)� Wn rk <br />C\j <br />C13 <br />FGbrIcate bottom <br />of GIrder Web to FGbr1cate GIrder <br />C) <br />thIs Llne top of Web to thIs <br />ParGbollc Une <br />Q) <br />Level o Brg Area Level Une <br />x See "GIrder FramIng Plan' <br />sheet for web depth. <br />Proffle Grade <br />DEFLECTION DIAGRAM <br />No Scale <br />DIrectlon of Concrete Placement rL Plvot Pler DIrectIon of Concrete Placement <br />Web Comber <br />FabrIcate Glrder web to <br />curve shown. See table for values. <br />Header Camber : <br />Header camberIGrGdes wI11 be <br />determIned by the EnGlneer. See table for deflectlon <br />values requIred to calculate header cGmberIGrGdes. <br />Values shown are theoreticGI and do not <br />CONCRETE PLACEMENT DIAGRAM account for settlement of plvot pler; <br />fabrlcGtlng tolerances; or dIfferences <br />V2 It = //Oil between actual and theoretIcal deflectlon values. <br />VALUES SHOWN ARE FOR OPEN POSITION (no end <br />I. The swIng span shall be In the open to rIver trGfflc posItIon wIth no reaCtIon), SYMMETRICAL A13OUT �- PIVOT PIER, AND IN FEET UNITS <br />end reGctlonlsupport. <br />'r� <br />plvot <br />2. The deck concrete shall be placed full w1dth of the brIdGe. BrG V4 V2 314 pler <br />_rz) <br />2 (Z <br />J. The contractor shall submIt G pourIng sequence for the EngIneer-s approval. (3 <br />I. GIrder .2,39 -153 .075 .020 0 (Z <br />4. The deck concrete placement shall begIn at the ends of the swInG span and <br />2. Slab -322 .205 .099 .026 0 �2j <br />shall be placed sImultaneously w1th G m1nlmum of unbalance lonGItudInGIly. --- <br />J. BarrIer .120 .076 .037 .0/0 0 Q) I+- <br />5. Transverse constructlon JoInts may be used w1th the approval of the Englneer. Total D.L. .681 .434 .211 .056 0 <br />4. JackInG .294 J71 .074 .018 0 <br />5. Web Camber J87 .263 J37 -OJ8 0 <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN BY G. DINI <br />Senlor EnQlneer I Date ApDroval Recommended By I Date BY <br />r, DESIGN OVERSIGHT Ur- I AILZ�) M.SMELTZ R <br />FILE NAME DRAWER SHEET NO. QUANTITIES BY <br />SIGN OFF DATE G. D I N I <br />0 <br />0 <br />0 <br />00 <br />FORM DC-OE-92-PF (REV. 3/88) <br />CHECKED <br />D. PECCH I A PREPARED FOR THE DENNIS D. PECCHIA <br />CHECKED <br />G. D I N I COUNTY OF SAN JOAQUIN PROJECT ENGINEER <br />CHECKED <br />F. LI DEPARTMENT OF PUBLIC WORKS <br />ORIGINAL SCALE IN INCHES I I I I I I I CU <br />FOR REDUCED PLANS 0 1 2 3 EA <br />SWING SPAN <br />1313IDGE NO. <br />29C- 108 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />POST MILE CONSTRUCTION DIAGRAMS <br />DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF <br />>. 10-11 11-12 1 <br />EARLIER REVISION DATES S42 S46 <br />9,3 1, 93 <br />/3 C- -E C) (7" r e -- 6 � 10,z <br />