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DIST COUNTY ROUTE POST MILES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />Si 60 105 <br />M <br />Rl <br />X--- <br />X <br />X <br />116" .4 SIM W, <br />1\ <br />6" 0 std. Steel Plpe <br />slope to <br />Draln <br />-2"x Type *'A" Deck Draln B7- <br />qyp) (typ) <br />7-1 <br />1A <br />(Shown for left s1de, <br />rlGhtsIde opposIte hand) <br />137- <br />x DImenslon supercedes <br />7-1 <br />11-14 <br />1 01 10 i 0 01 <br />3 /OM jw <br />SECTION AT DRAINS <br />/"=//On <br />N <br />RECORD DRAW1 'G <br />Co(rections By -ac <br />No Changes BY <br />Date <br />Any Person Using This Drawing 3,'huukJ Vall"k <br />Aj� InforMatic)n Rv Insnecting Thp �jtp nf Work <br />C DESIGN OVERSIGHT <br />SIGN OFF DATE <br />0 <br />00 <br />LQ FORM DC-OE-92-PF (REV. 3/88) <br />01 <br />-C <br />2-J14 "x2V2 " Bar, Bend <br />to shape <br />5" 5H <br />10- <br />,y4'v 0 Hex Head PLAN <br />Bolt wIth Lock <br />Washer and Hex <br />Nut tot 6 <br />CL -4 <br />Access OpenInG- <br />T Ladder <br />137-11 <br />U4570 <br />U 45 <br />q <br />,314 0 Exp Bolts <br />L V4 "x,3"x,3"x6" Long <br />2 ea V2 "" d1a H.S. bolts <br />WT6x20 <br />HachInery FloorIng 1E <br />Bottom Flange <br />ELEVATION <br />PIPE SUPPORT <br />40.1100 <br />Order <br />6# N-. <br />IV2 3" IV2 V2 <br />-1 IMT I Ff=h. <br />I1-1-L-u L I �,.IJ <br />L 3V2 "x3"xV4 "W611 <br />A <br />+ <br />0 <br />ry) <br />78 " 0 x2" Slotted <br />Holes (Tot 2) <br />Top of Pler <br />12 "-' d1a H.S. bolts La 61" <br />- 4100 sq Chk R L V4 "x2V2 -'x2V2 "XJ"O/-' Long <br />F1 EVATION <br />-314 10 Zro" <br />PIVOT PIER LADDER <br />(For DetGlls not shown see "End Pler Ladders' Detall) <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN BY G. DINI <br />Senlor EnQlneer I Date Approval Recommended Bv I Date DETAILS BY G I MBSEN <br />FILE NAME I DRAWER I SHEET NO: QUANTITIES BY G. D I N I <br />CHECKED <br />D. PECCH I A <br />CHECKED <br />G. D I IN I <br />CHECKED <br />F. L I <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />DETAIL A <br />4"�Ilofl <br />N <br />07 <br />--&W)04" <br />REGISTERED CIVIL ENG�NEER <br />. 140V 1 5 'I'M <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATES, INC. <br />9833 Horn Road, Sulte C <br />Sacramento, CallfornIc 95827 <br />Glrder <br />C�Q ENN IS D. PECCH I <br />No. 32049 <br />Exp. 12/31/96 <br />,�N CIVIL <br />OF C <br />Ladder <br />712# <br />'Y4 " -OX119" Std Rungs <br />Access OpenInG <br />CU4 5 <br />..&-- � PI'vot Pler 22 <br />PLAN <br />-'14 /=/ / 0 " <br />Access 0penIng- <br />� Ladder <br />Bottom of Deck <br />L V2 "x2V2 "x2V2 "x2V2 " Long <br />(Typ for 2) <br />Vol <br />V2 "X2V2 <br />General Notes: <br />I. Ladders and Steps: Install steps or ladder w1th <br />lowest rung not more than 12 Inches above the <br />floor and the hIghest rung not more than 12 Inches <br />below top of Inlet. The d1statnce between steps or <br />rungs shall not exceed 12 Inches and shall be <br />un/form throughout the length of the ladder. <br />2. All exposed corner edges to be rounded smooth. <br />PREPARED FOR THE DENNIS D. PECCHIA <br />COUNTY OF SAN JOAQUIN PROJECT ENGINEER <br />DEPARTMENT OF PUBLIC WORKS <br />I I I I I I I CU <br />0 1 2 3 EA <br />,314" 0 Exp Bolt N < (Typ) <br />both top& bottom <br />(tot 4) <br />Top of Pler Z 12 llx2�2 "xJ"x2l2 "Long <br />See "Detall A" <br />ELEIATION. <br />314 "-/ , 0 " <br />END PIER LADDERS <br />SWING SPAN <br />BRIDGE NO. <br />29C- I o8 BACON I SLAND ROAD BR I DGE AT M I DDLE R I VER <br />POST MILE DECK DRAIN AND LADDER DETAILS <br />DISREGARD PRINTS BEARING I ' REVISION DATES (PRELIMINARY STAGE ONLY) SHEET I OF <br />EARLIER REVISION DATES C)8;�� 08'-'� 06;�4 10-221 1 1 1 1 1 S43 S46 <br />`1' 1,--92 1,492 1,,--'-()3 1 -93 <br />f -3 e�COG-1 C= i�3 <br />)(a ( <br />