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DIST COUNTY ROUTE POST MILES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />10 Si 28 105 <br />x <br />x <br />x <br />WWLOL <br />�L___ _'�_ - - <br />R-75100 <br />N <br />N G <br />R t7, UORD DRNA, <br />By <br />Qt S 13 <br />r),V PPr",0, Drawing ShoUld WfgY <br />The '34e Of W00k. <br />BrIdGe <br />80 130- 130- <br />PSP Underdraln E'Xp Jt <br />E <br />3-5 -4 <br />4 <br />(39 <br />x <br />Abutmentl <br />------------ ------------------------------------------------------------------------- <br />x <br />'?0 /0' --------------------------------------------------------------------------------------- ----------------------------------------------------------------- <br />------------------------------------------------------------------ <br />-------------------------------------------------------------------------------------------- <br />It <br />0 de Edge of Deck I <br />A,6 0/11' 4212 71 <br />19 64"8V2 18 <br />(9 <br />-Vtp <br />C-51 <br />0 <br />106`11�81 "measured along IF Abutment/ <br />PLAN <br />rA <br />�& . = I / 0 <br />BrIdGe <br />1W <br />own <br />NOV I � A'33 <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATES, INC. <br />9833 Horn Rocd,Sulite C <br />Sccrcmento, CalffornIc 95827 <br />6V <br />�K/ , 6 <br />C�0IN <br />Cj <br />-- Edge of Deck <br />D D <br />77= 77 <br />Eley 6.0 to Invert Top of RSP <br />8`0 PSP Underdraln InIsh-6-r6de <br />00 <br />811,d CSP Downdrain La end I I I <br />of PSP. Terminate w1th Invert Ll Ll Ll Ll Ll <br />of pipe extendIng 6" beyond <br />race RSP. All piles not shown 'A ELEVATION <br />DESIGN OVERSIGHT <br />C <br />SIGN OFF DATE <br />Ln <br />0 <br />00 <br />Ln FORM DC-OE-92-PF (REV. 3/88) <br />Cn <br />3116 # � I / 0 0 <br />6 spaces La 16"00 = 96"0" <br />8110 PSP Underdraln (B 0 - Ll Ll Ll L <br />3 )-5 <br />For details of Retaining Wall Footing <br />see "Abutment I Details No. 2' sheet — <br />— For Typical Footing Reinforcement see 1, 5/611 <br />WWLOL "Section A -A" on "Abutment I Details No.1" sheet <br />+ + + + + <br />Abutmentl <br />---------------------------------------------------------------------------------------- ----------------------------------------------------------------------- <br />---------- ---- ------------------ <br />+ + + + <br />+ + <br />6 _`�op & bott <br />/0 spaces v 10`8'- 106"8)' <br />65161, 4416" <br />Bridge <br />Edge of Deck <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN <br />Senlor EnQlneer I Date AoDrov(3i Recommended By Date DETAILS <br />FILE NAME DRAWER SHEET NO. QUANTITIES <br />BY <br />J. MA <br />BY <br />E. MAECHLER <br />BY <br />J. MA <br />CHECKED <br />G. D I N I <br />CHECKED <br />G. D I N I <br />CHECKED <br />C. F. YANG <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />FOOTING PLAN <br />�& 0= / / 0 ff <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 11 z 3 EA <br />BRIDGE NO. <br />29C- 108 <br />POST MILE <br />BACON <br />DISREGARD PRINTS BEARING <br />EARLIER REVISION DATES <br />N <br />Concrete Barrier <br />not shown <br />6V <br />Edge of Deck <br />APPROACH <br />�0ESS/44� <br />ENNIS D. PECCHIII <br />No. 32049 <br />Exp. 12/31/96 <br />CIVIL <br />OF CN <br />21011 <br />*5 top & bottom <br />21011 <br />NOTE: <br />For sections and details <br />see Abutment I Details sheets <br />Indicates VertIcGIPIle <br />Indicates 4:18Gttered Pile <br />SPANS <br />ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />ABUTMENT I LAYOUT <br />I REV61ON DATES (PRELIMINARY STAGE ONLY) SHEET I OF <br />103��06,-,aS 06 10-22 <br />1,­�'92 1,,--"93 1.,W3 1 -93 1 1 1 1 1 1 SI I I S46 <br />13 Qr: CD C" <br />) C/ 3 <br />