Laserfiche WebLink
x <br />x <br />p <br />-- CZ <br />Q <br />SwIng Span Brg <br />Datum Une Elev.-50 <br />REST PIER 21 <br />120100 <br />24010" SWING SPAN <br />Mot Pler 22 <br />12010" <br />F- 4-- -P'_4 - 1- 1- <br />+ <br />Approx OrIg Ground Llne <br />along r/ght edge of deck <br />W <br />ter Surface, 6.,, <br />HydrologIc Summary <br />PIVOT �IER 22 on "FoundatIon Plan" <br />I sheet <br />10 <br />ELEVATION SPANS 21 & 22 <br />Q� <br />x--- <br />For ContInuatlon see LQ <br />'Structure Plan No. Id <br />sheet <br />Z <br />:Z <br />.4 <br />(Typ) <br />+ <br />A V�j <br />(ZL <br />BrIdGe <br />S87"25155"E <br />x <br />Access OpenIng 87-11 <br />For SwIng Span DraInage <br />Detalls see "SwIng Span - <br />Deck Draln & Ladder <br />Detalls" sheet <br />x <br />C DESIGN OVERSIGHT <br />SIGN OFF DATE <br />Ln <br />0 <br />00 <br />Ln <br />0) FORM DC-OE-92-PF (RF-V. 3/88) <br />Plvot Pler 22 <br />712# <br />co <br />16\ <br />/0 <br />A41DDLE RIVER <br />PLAN SPANS 21 & 22 <br />1 0 <br />=20'* <br />COUNTY OF SAN JOAaUIN - DEPARTMENT OF PUBLIC WORKS DESIGN 13Y <br />G. DINI <br />Senlor Englnear I Date Aoproval Recommended B,4 Date DETAILS BY <br />G. I MBSEN <br />FILE NAME DRAWER I SHEET NO. BY <br />QUANTITIES <br />J. MA <br />NZ <br /><= <br />V <br />CZ <br />Cz <br />8-212, <br />Q) <br />SwIng Span Brg <br />REST PIER 23 <br />Concrete <br />BarrIer <br />Type 27 <br />Q <br />Zt., For Cont1nuGtIon see <br />Z1 "Structure Plan No.3 <br />sheet <br />In Ld <br />Control House <br />See "Control House' sheets <br />Access OpenIng 7-11 <br />CHECKED <br />D. PECCH I A <br />CHECKED <br />G. D I N I <br />CHECKED <br />C. F. YANG <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />0 <br />�30 <br />+ <br />Sta 11+32 <br />Offset 22.5 Lt <br />For TraffIc Gate SIdewalk Overhangs <br />see "Approach Span TypIcal Sectlon" sheet <br />PREPARED FOR THE <br />DENNIS D. PECCHIA <br />PROJECT ENGINEER <br />COUNTY OF SAN JOAOUIN <br />DEPARTMENT OF PUBLIC WORKS <br />ICU <br />0 1 2 3 EA <br />1410" <br />-2X <br />DIST COUNTY ROUTE POST MILES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />10 Si 21 105 <br />REGISTERED CIVIL ENGINEER <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATES, INC. <br />9833 Hor-n Rocd, Sulte C <br />Sccr-amento, Cd1forn1c 95827 <br />BrIdge <br />1410" <br />Proffle <br />Grade <br />-2X <br />SWING SPAN TYPICAL SECTION, <br />V4 0 <br />?,9�ESSIOIV4 <br />(-�Q ENN I S D. PECCH I <br />CC No. 32049 <br />Exp. 12/31/96 <br />CIVIL <br />OF CN t <br />Welded Steel <br />Plate GIrder <br />�F-.GORD DRAWING <br />r-,v <br />3/P/03 7,rawing,��oouid <br />nf Work <br />BRIDGE NO. <br />29C- I o8 BACON I SLAND ROAD BR I DGE AT M I DDLE R I VER <br />POST MILE <br />STRUCTURE PLAN NO.2 <br />REVISION DATES (PRELIVINARY STAGE ONLY) I SHEET OF <br />DISREGARD PRINTS BEARING � �-Or,-12M-14 10-221 1 j I I I I S41 S46 <br />EARLIER REVISION DATES <br />-9,�, -93 <br />(2,- C, <br />