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RAILING POST e"Lg 13' <br />NO. <br />L <br />LENOTH <br />3PgCIN6 <br />LOCATION DET. <br />v <br />66 <br />91 <br />4 <br />II <br />�� <br />II <br />N <br />1 <br />52 <br />H <br />22-0 <br />l0 <br />m <br />V33 <br />If <br />53 <br />8 <br />I <br />� RAILING <br />•• <br />D <br />30 <br />54 <br />14 <br />4-3 <br />I -G <br />ms <br />l 1--� <br />4- <br />53 <br />1 C. <br />22-6 <br />7H0WN <br />" <br />U <br />12 <br />36 <br />(0 <br />I <br />SHOWN <br />C4 <br />N� <br />BIO IYEMS- <br />ANCHOR 60LT3 <br />(9TRUGY CARE <br />2-Q WA3HER�S <br />111/V 0 r <br />FF Sx3/e <br />/2 Z•3-a(�.4!x 6.e <br />/.THIS FACE TO BE FLUSH <br />/ AND VORTICAL <br />/ LgMINATEO SHIM (MEC DETAIL) <br />� � ROUND TOA I" RADIUS <br />ANCHOR BOLT <br />2" TRANSVERSE <br />'T RDWY. CROWN <br />OI-- UNIFORM MLOPE <br />J <br />• V <br />V _n <br />1 <br />SYM, gppt)T ROWY.� <br />1'-2' UNIFORM SLAG 52 53 <br />1 <br />14-3" <br />HALF CROSS SECTION OF ROADWAY <br />TAKEN AT RT ANGLC3 TO RDWY. <br />SECTION SI <br />LAMINATED SHIM <br />SECTION S2 <br />Z'3iG"4x0.-2 <br />•�'�RIVETg„+\ <br />o <br />.—.+J_1_ a. -t.-1 <br />O O 1 p�l Oto <br />II <br />NO. <br />L <br />LENOTH <br />3PgCIN6 <br />LOCATION DET. <br />v <br />66 <br />91 <br />4 <br />II <br />�� <br />II <br />FRAIL INC P03T__lilt <br />1 <br />52 <br />H <br />22-0 <br />l0 <br />201.REINFORCEMENT <br />V33 <br />OF END <br />RAILING COSY <br />53 <br />8 <br />17-6 <br />ELEVATION OF RAILING <br />SUPERSTRUCTURE <br />BILL OF 90-9— <br />pcm <br />NO. <br />1 MARK 3IZE <br />LENOTH <br />3PgCIN6 <br />LOCATION DET. <br />v <br />66 <br />91 <br />4 <br />16-9 <br />V_0 N <br />FLOOR <br />(( <br />34 <br />52 <br />H <br />22-0 <br />l0 <br />201.REINFORCEMENT <br />V33 <br />OF END <br />RAILING COSY <br />53 <br />8 <br />17-6 <br />10 <br />•• <br />D <br />30 <br />54 <br />14 <br />4-3 <br />I -G <br />CURB A <br />l 1--� <br />4- <br />53 <br />1 C. <br />22-6 <br />7H0WN <br />" <br />U <br />12 <br />36 <br />(0 <br />4-0 <br />SHOWN <br />CURB C3VM ABOUT Ct POST) <br />a <br />BIO IYEMS- <br />EXPANg10N JOINT FILLER <br />n <br />4_9 TILE DRAINS <br />_ <br />DIMENSIONS IN BENDING D[YAIL9 ARE OUT TO OUT. <br />10" Lu <br />DETAIL A <br />5". %. &-0" <br />ITH 2-I/q: 0 HOLES <br />VD LAMINATED SHIM. <br />iF DRIVE AT LOCATION <br />OF N. ROUT. <br />i <br />�JG.F <br />ROUND END OF <br />CURB TO A G" RADIUS <br />C <br />Cu�rlrr el ` ol�Tc $ Icuss a gcxclf�ca- R '.: Ib—, yEn s'I+D pis <br />MIGN'M.1Y I SCCTIOHJ y-rq iq I fIDE RaI _� D' _ <br />13.6 ;24910 132 ,, (5 0249 (a)L 28 13C, <br />t <br />/ '/7REF LINE J `( <br />1 90" <br />�• I <br />F.F.4N0RTH ABUT <br />5rA. 2 3` O2.04•I <br />Tr <br />f,O <br />OQ <br />gTRUCTURE <br />5TA . 262 * 92.00 __ p.A.,h <br />Ra, i <br />LAYOUT, - v <br />.SY &R—E --.- <br />(1947) HIGH WATER EL.858.5 _ _- /WATER JULY X52-EL,9S3.3 ! <br />5, ABVT. -'-� N. ABUT <br />SECTION ON Ct OF RDWY, I <br />t <br />GENERAL NOTES <br />DRAWINGS SHALL NOT Be 3CALL'D. <br />ALL CONCRETE MASONRY HALL BE GRADE "AA` <br />BEVEL EXP05ED EDGE? Of• CONCRETE 1••UNLE55 <br />OTFIERWISE SPEGIFICD. <br />BAR STEEL REINFORCLRMENT SHALL BE IMBCDOCO 2" CI -GAR <br />UNLESS O_MmRwl6E SHOWN OR NOTGD. <br />EXCAYA-rED vOLfJMG NOT OCGVPIED PaY THE NEW <br />STRucTukE SHALL BE BAG KFILi EO M/1YH 7AND'GRAV GL FILL I <br />TO THC ORIGINAL GROVNO LINE. PAYMCNY WILL BE MADE ONLY <br />F0E2 MATERIAL ACTUALLY r+LACEO wIY^IIN THE LIMITS SPECIFIED <br />FOR"ExCAVATION FOR �YRUCTuRm-s <br />PILING SMALL Be UNYREA'YED TIMBE9'-50-0"LONG AND DRIVEN I <br />TO A MINIMUM BEARING VALUE. OF IB TONS PCR PILE. I <br />TYPICAL PART PLAN <br />ESTIMATED QUANTITIES <br />BID 1TP_MM ' <br />UNIT <br />Al-BUYS. <br />TOS -AL <br />EXCAVATION FOR SYRUCTUREg_ <br />L <br />380 <br />SAND -GRAVEL FILL _ <br />G.Y <br />CONCRETE MA30NR`( <br />C.Y <br />rl-7,0 <br />170.7 <br />201.REINFORCEMENT <br />weLD YQ PLATE <br />OF END <br />RAILING COSY <br />IN CND OF L'S. <br />/ GRIND SMOOTH <br />i <br />�JG.F <br />ROUND END OF <br />CURB TO A G" RADIUS <br />C <br />Cu�rlrr el ` ol�Tc $ Icuss a gcxclf�ca- R '.: Ib—, yEn s'I+D pis <br />MIGN'M.1Y I SCCTIOHJ y-rq iq I fIDE RaI _� D' _ <br />13.6 ;24910 132 ,, (5 0249 (a)L 28 13C, <br />t <br />/ '/7REF LINE J `( <br />1 90" <br />�• I <br />F.F.4N0RTH ABUT <br />5rA. 2 3` O2.04•I <br />Tr <br />f,O <br />OQ <br />gTRUCTURE <br />5TA . 262 * 92.00 __ p.A.,h <br />Ra, i <br />LAYOUT, - v <br />.SY &R—E --.- <br />(1947) HIGH WATER EL.858.5 _ _- /WATER JULY X52-EL,9S3.3 ! <br />5, ABVT. -'-� N. ABUT <br />SECTION ON Ct OF RDWY, I <br />t <br />GENERAL NOTES <br />DRAWINGS SHALL NOT Be 3CALL'D. <br />ALL CONCRETE MASONRY HALL BE GRADE "AA` <br />BEVEL EXP05ED EDGE? Of• CONCRETE 1••UNLE55 <br />OTFIERWISE SPEGIFICD. <br />BAR STEEL REINFORCLRMENT SHALL BE IMBCDOCO 2" CI -GAR <br />UNLESS O_MmRwl6E SHOWN OR NOTGD. <br />EXCAYA-rED vOLfJMG NOT OCGVPIED PaY THE NEW <br />STRucTukE SHALL BE BAG KFILi EO M/1YH 7AND'GRAV GL FILL I <br />TO THC ORIGINAL GROVNO LINE. PAYMCNY WILL BE MADE ONLY <br />F0E2 MATERIAL ACTUALLY r+LACEO wIY^IIN THE LIMITS SPECIFIED <br />FOR"ExCAVATION FOR �YRUCTuRm-s <br />PILING SMALL Be UNYREA'YED TIMBE9'-50-0"LONG AND DRIVEN I <br />TO A MINIMUM BEARING VALUE. OF IB TONS PCR PILE. I <br />TYPICAL PART PLAN <br />ESTIMATED QUANTITIES <br />BID 1TP_MM ' <br />UNIT <br />Al-BUYS. <br />TOS -AL <br />EXCAVATION FOR SYRUCTUREg_ <br />C.Y.300 <br />380 <br />SAND -GRAVEL FILL _ <br />G.Y <br />CONCRETE MA30NR`( <br />C.Y <br />rl-7,0 <br />170.7 <br />201.REINFORCEMENT <br />LB <br />STRUCTURAL CARBON STEEL <br />LB <br />1.500 <br />D TIMBER TEyT PILING`\ <br />L.5--- <br />l 1--� <br />�I@So-O" <br />UNTREATED TIMBER PILING CDELIVC�1 —E <br />L <br />2205 <br />2,205 <br />UNTREATED TIMBER PILING CDRIVE!NN----����ii-- <br />— \--- <br />PILO <br />--NON- <br />L F. <br />-- <br />Eq, <br />_ <br />2205 <br />_ <br />2,205 <br />63 - <br />-`63- <br />BIO IYEMS- <br />EXPANg10N JOINT FILLER <br />4_9 TILE DRAINS <br />LIST OF DRAWINGS <br />1- 5UL"GRSTR LICTURE -x191704 <br />2. ABVTMENTS %19005 <br />" <br />STATE HIGHWAY COMMISSION OF WISCONSIN <br />SUPERSTRUCTURE <br />�'� -- -' - - I•. 'COTTAGE GROVE zB2 - <br />- DANE r9Z.0a <br />_ _ - _- - ^B ."��• 7N "." 111E <br />'1.6.24 S9 o•w•WN, <.a L.W. F'••11951 . of��-_ <br />STRUCTL•RE•8 — <br />13 —42 <br />X 13SO4� <br />