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Sta = 111 +75 . 00 PVI <br />Elev . = 44 . 72 <br />0 . 54% 0 . 3% <br />PROFILE GRADE <br />LS " Lin e <br />No Scale <br />BB <br />31 ' -0„ <br />EB <br />70 ' -0„ <br />38 ' -0 " 32 ' -0 " <br />5 ' _0 ' 5 , _0 <br />to <br />3 <br />1 ' -0" 13 ' -0 " 6 ' -0" 13 ' -0 " 13 ' -0 " 6 ' -0 "7 ' -0' 1 ' -0 " <br />l 2% 2% <br />FG <br />2OI <br />r iOGalongRt OG <br />edge of deck Raised Median L PG <br />See sheet S-3 Cast— in—place <br />j for Details <br />1 , -6 » Reinforced Concrete Slab <br />Datum Elev : 25 . 00 Abut 1 Abut 2 <br />111 +50 1 12+00 112+50 TYPICAL SECTION <br />ELEVATION <br />Scale : 1 " = 10 ' <br />Scale : 1 " = 10 ' <br />Toe of Slope <br />Top of Slope Notes : <br />R/W1O Type 26 Modified Concrete Barrier , see sheet S-6 <br />See sheet C-4 for Bridge Rail Aesthetics . <br />O2 Relocated Gas Lines . ( By PG&E ) <br />Sidewalk O3 For Decorative Railing , see <br />5 4 Road Plans , sheet C-4 . <br />Paint " Lower Sacramento Road " & " Br . No . 29C-430" <br />O5 Place Brass Cap ( Survey Monument , County to Provide ) <br />High water elevation 40 . 00± , for information only <br />BB 111 +85 . 50 Existing N EB 112+16 . 50 <br />Elev. 44 . 69 Br i d g e Elev. 44 . 60 <br />INDEX TO PLANS <br />111 +50 112+00 L S " Line 1_12+50_ N 11 • 54 ' 17" E _ W.I.D. BRIDGE BR. NO. 29C- 190 <br />T T <br />S-1 GENERAL PLAN <br />S-2 STAGE CONSTRUCTION <br />S-3 DECK CONTOURS <br />Existing S-4 ABUTMENT DETAILS <br />Bridge S-5 SLAB REINFORCEMENT & DETAILS <br />N Lower Sacramento Road S-6 CONCRETE BARRIER RAIL DETAILS <br />OVERFLOW CHANNEL BR. NO 29C- 008 <br />4 Sidewalk MOKELUMNE RIVER BRIDGES BR NO. 29C- 138 <br />S-7 BARRIER DETAILS LOCATION A & B <br />S-8 BARRIER REPLACEMENT LOCATION A <br />S-9 BARRIER REPLACEMENT LOCATION B <br />S-10 BICYCLE RAILING <br />7-7R W <br />Gf <br />Yo C- <br />o •a A , t'ON66'>r smg This Drawing Should VeMy <br />vlk tuition By onspftlinq Thp Shp rr Werk 1 <br />A Lower Sacramento Road, Bride 29C- 190 Replacement Across WID Canal J <br />PLANQROFESS/OH <br />BEFORE EXCAVATING Scale : 1 " = 10 ' Revision Desc,-iptim Date By Ppr"e <br />MARK THOMAS & COMPANY, INC.o Po-KAN CHEN - DEPARTMENT OF PUBLIC WORKS <br />No. D <br />h[CALL U.S.A. <br />UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES 7300 FOLSOM BOULEVARD, SUITE 203 S 112 m800-227-2600 <br />FREE <br />FOR REDUCED PLAN SACRAMENTO, CALIFORNIA 95826 <br />No. <br />z <br />PLANS AC PTB TO woODBRIDGE IRRIGATION DISTRICT 9/30/05 SAN JOATOLLFREE <br />2 WORKING DAYS BEFORE ALL IIIIIIIIIIIII IIIIII 9,6) 38,—s,00 Exp . <br />T T <br />IN COUNTY, CALIFORNIA <br />PLANNED WORK OPERATIONS r ' <br />T <br />0 1 2 3 q P <br />ANDERS CHRISTENSEN, MANAGER A Q` CALIF <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTALC. Boyko sy <br />s COUNTY OF SAN JOAQUIN SCALE: AS NOTED GENERAL PLAN LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br />71 -53006 R. TRIGUEROS s/10/o4 C. ROCKWAY 5/10/04 <br />TURNER ROAD TO WOODBRIDGE ROAD — PHASE 1 40 64 <br />FILE NAME DRAWER SHEET N0. ACAD 777 REVISIONS DATE