Laserfiche WebLink
Z <br />W <br />U <br />CK <br />w <br />a <br />i <br />0 <br />0 <br />/ <br />J <br />Q <br />U <br />/ <br />0 <br />0 <br />Q <br />U <br />O <br />O <br />C) <br />O <br />wm <br />Q <br />Z <br />Z <br />3 <br />a <br />0 <br />0 <br />Z <br />/ <br />U <br />W <br />O <br />a <br />/ <br />Z <br />/ <br />Z <br />Q <br />x <br />a % N <br />i <br />fn <br />M <br />w10 <br />,Eo <br />n <br />Ln <br />�s <br />x a <br />J <br />wct <br />V <br />J <br />W <br />=w <br />�iy <br />X <br />CONCRETE VICTORY ROAD <br />WEEP HOLES TYP. <br />SEE TYPICAL SECTION <br />EVENLY SPACED AT 15" O.C. <br />CENTERED ON ABUTMENT <br />B'- i i B <br />I I II <br />---——————— — — — — —-------LI—T-1 <br />I I I I <br />ELEV 136.5 I I I <br />---� <br />2,_6.. SEAL I 7—�-- I—F------ �—�-------�—r------- ]—T--- <br />COURSE CONCRETE I ( -- —— I -I --- -- --------�— --------�— -— — —-L-i <br />ELEVATION <br />=`\ _ VICTORY ROAD � <br />SEE NOTE 2 <br />PLAN <br />V." = V—n" <br />NOTE <br />10 FOR SECTIONS A—A AND <br />B—B, SEE "ABUTMENT NO. 2 <br />LAYOUT" SHEET <br />\SURED ALONG RETURN WALL LOL <br />�N WALL LOL PARALLEL TO <br />RY ROAD. <br />6" CHAMFER <br />FOUNDATION LAYOUT <br />4 <br />PROJECT ENGINEER DATE CHECKED BY DATE <br />VICTORY ROAD BRIDGE No. 29C-467 <br />Bo WALDROP — De SCHOTT — REPLACEMENT PROJECT <br />DRAWN BY DATE SHEET NAME SCALE OVER LONE TREE CREEK <br />Lo KINNEBREW 8/15/18 ABUTMENT N0. 1 LAYOUT AS NOTED FEDERAL PROJECT NO. BRLO-5929(216) <br />1 4)1211 <br />BB OR EB <br />1" CHAMFER <br />1 0)12 " <br />80-1 6„ <br />1-2 <br />FINISHED GRADE <br />80-3 WEEP HOLE AT <br />3-1 15 MAX OC <br />#8 @ 1 2 — <br />(V <br />#7 @ 69 EPDXY — <br />COATED DOWEL, EMBED <br />4'-2'I INTO ABUT WALL <br />#4 Gd 12 EACH - <br />� ABUT BRG WAY ALTERNATE <br />HOOK DIRECTION <br />#4 1(4 9 EACH WAY � <br />ELEV 136.5 ALTERNATE HOOK DIRECTION <br />^,, ' #5 @ 99 — <br />� 1, SEAE TOP & BOT <br />--E 6th R -SE C <br />—5 F NOTEElt t1'iNAT E'9 <br />i <br />(1 INDICATES VERTICAL PILE <br />INDICATES BATTERED PILE <br />pFESS/O�\ <br />/ <br />3AWS q <br />Z <br />w No. C-59724 m <br />'ON 133HS <br />ABUTMENT <br />1 ,_4Y211 <br />o <br />2/-611 <br />#8 F 9 12 PLACE TOP <br />HOOK PARALLEL TO <br />VICTORY ROAD <br />i <br />1 \--2"-0" CHAMFER <br />Ez, � #6 9 TOT 6 <br />TYP DECK <br />REINF9 SEE <br />NOTE I. <br />83MVHO <br />#4 AT EACH END <br />(TOT 2) <br />`—CONSTRUCTION JOINT AT BOT <br />CHAMFER <br />#7 � 12 PLACE PARALLEL <br />• TO VICTORY ROAD <br />FG <br />9" CENTERED ON <br />(� ABUTMENT <br />3" EXPANDED POLYSTYRENE x 12 <br />.01 WIDE EACH SIDE OF ABUTMENT <br /># 6 @, 9 T012:::1� <br />• & BOT <br />3" CLR <br />TYP <br />o <br />U-1 <br />m v <br />w = <br />Q0 <br />y <br />TYPICAL SECTION <br />2 =1 , 0' <br />2 <br />3" CLR <br />TYP <br />CV <br />RECORD DRAWINO <br />Corrections By 'md-tel/ 'h vw-v - <br />No Changes By <br />Date t Z /IZ. r <br />Any Person Using This Drams Should Verily <br />An information By Inspec" The Site Of Work <br />NOTES: w <br />1 o FOR TYPICAL DECK REINFORCEMENT, SEE "TYPICAL SECTION" AND "SLAB DETAILS" v <br />SHEETS. N <br />2. FOR RETURN WALL TO RETAINING WALL CONNECTION DETAILS, SEE "ABUTMENT NO. z <br />2 LAYOUT" AND "RW GENERAL PLAN" SHEETS. CD <br />0 <br />ABUT BRIG 3. SEAL COURSE TO BE PLACED ONLY WHEN ORDERED BY THE ENGINEER. ESTIMATED m <br />QUANTITIES INVOLVED ARE BASED ON THE SEAL THICKNESS SHOWN. THE THICKNESS o <br />tY <br />TO BE USED WILL BE DETERMINED IN THE FIELD BY THE ENGINEER° THE BOTTOM <br />ry <br />OF THE REINFORCED FOOTING SHALL REMAIN AT THE ELEVATION SHOWN. <br />4. BACKFILL SHALL NOT BE PLACED ABOVE CONSTRUCTION JOINT PRIOR TO PLACEMENT > <br />CHAMFER OF DECK CONCRETE. Q <br />5. INCREASE SEAL COURSE WIDTH ONLY WITHIN 6 INCHES OF PILE TO PROVIDE A z <br />MINIMUM OF 6" OF COVER AROUND PILE. W <br />PnuiH COUNTY OF SAN JOAQUIN <br />.G DEPARTMENT OF PUBLIC <br />Q <br />WORKS BRIDGE DIVISION <br />1810 E. HAZELTON AVENUE <br />STOCKTON, CA 95205 <br />Q' PHONE: (209) 468-3000 <br />PROJECT MANAGE CONSULTANT) <<F - FAX: (209) 468-2999 <br />N V 5 <br />BEYOND ENGINEERING <br />2525 NATOMAS PARK DRIVE, SUITE 300 <br />916.641.9100 TEL 916.641.9222 FAX <br />SHEET NO. <br />18 OF 27 <br />SACRAMENTO, CA 95833 S4 <br />WWW,NV5.COM <br />3 \ <br />1 <br />6'-2" <br />3" CLR <br />TYP <br />o <br />U-1 <br />m v <br />w = <br />Q0 <br />y <br />TYPICAL SECTION <br />2 =1 , 0' <br />2 <br />3" CLR <br />TYP <br />CV <br />RECORD DRAWINO <br />Corrections By 'md-tel/ 'h vw-v - <br />No Changes By <br />Date t Z /IZ. r <br />Any Person Using This Drams Should Verily <br />An information By Inspec" The Site Of Work <br />NOTES: w <br />1 o FOR TYPICAL DECK REINFORCEMENT, SEE "TYPICAL SECTION" AND "SLAB DETAILS" v <br />SHEETS. N <br />2. FOR RETURN WALL TO RETAINING WALL CONNECTION DETAILS, SEE "ABUTMENT NO. z <br />2 LAYOUT" AND "RW GENERAL PLAN" SHEETS. CD <br />0 <br />ABUT BRIG 3. SEAL COURSE TO BE PLACED ONLY WHEN ORDERED BY THE ENGINEER. ESTIMATED m <br />QUANTITIES INVOLVED ARE BASED ON THE SEAL THICKNESS SHOWN. THE THICKNESS o <br />tY <br />TO BE USED WILL BE DETERMINED IN THE FIELD BY THE ENGINEER° THE BOTTOM <br />ry <br />OF THE REINFORCED FOOTING SHALL REMAIN AT THE ELEVATION SHOWN. <br />4. BACKFILL SHALL NOT BE PLACED ABOVE CONSTRUCTION JOINT PRIOR TO PLACEMENT > <br />CHAMFER OF DECK CONCRETE. Q <br />5. INCREASE SEAL COURSE WIDTH ONLY WITHIN 6 INCHES OF PILE TO PROVIDE A z <br />MINIMUM OF 6" OF COVER AROUND PILE. W <br />PnuiH COUNTY OF SAN JOAQUIN <br />.G DEPARTMENT OF PUBLIC <br />Q <br />WORKS BRIDGE DIVISION <br />1810 E. HAZELTON AVENUE <br />STOCKTON, CA 95205 <br />Q' PHONE: (209) 468-3000 <br />PROJECT MANAGE CONSULTANT) <<F - FAX: (209) 468-2999 <br />N V 5 <br />BEYOND ENGINEERING <br />2525 NATOMAS PARK DRIVE, SUITE 300 <br />916.641.9100 TEL 916.641.9222 FAX <br />SHEET NO. <br />18 OF 27 <br />SACRAMENTO, CA 95833 S4 <br />WWW,NV5.COM <br />