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i <br />x <br />. W <br />J <br />ago r <br />= I � <br />870 = -` <br />860 £IL +36 <br />= I u u <br />gsD � 0 <br />END OF FLOOR <br />STA. 21 'V Z'+ 0,49 <br />j,• <br />/ A C OF BRC. W ABUT - <br />F <br />STRAIGHT TAPER - <br />CL <br />W <br />EL.B66 /�EXI5TING GROUND LINE <br />PT REF TO q ON Ca LINE�9 PL REF TO ON GR. <br />(REF LINE) LINE (AVX. REF UNE) y* ,I ;SEL. 862.91 <br />' 8 SP 36 STEEL PILING <br />SLOPE PAVING jI i A II n <br />3 „ Lu �+ EST. 2S-0 "4ONG <br />` <br />-Z-EL, 852.48 <br />SIDE ELEVATION OF B-13-204 <br />Bbti ICO=4a B. TO 8 OF ABV75 ALONG CURVE <br />75=0'• <br />T Soto" <br />, <br />I. <br />E l� 41N6 <br />T, OF PIER STA. 22"W2" • 40.44 <br />�00�V 1ti <br />II IIS rl? <br />W <br />O <br />I II <br />I � i III �.40 <br />"rill <br />0 <br />¢ <br />ISI <br />�� I it <br />I <br />12iw2. 10/ f7 <br />y� <br />w <br />l:y <br />h� <br />a II. <br />MEASURED ALONG TAN. TO REF <br />LINE "W2" L9 STA. 12"W2'*40.44 <br />£ OF BRIT. E. ABUT. <br />0 <br />v' e�oeVe <br />FOR LOCATION OF NAME PLATE <br />SEE X27399 OR X27400 <br />I� N <br />lig <br />p i;I• <br />i <br />II I�� <br />FXSEt�lOG SLO <br />, <br />I. <br />E l� 41N6 <br />1 <br />L <br />�00�V 1ti <br />II IIS rl? <br />�� B- 13- 204 III <br />O <br />I II <br />I � i III �.40 <br />"rill <br />0 <br />¢ <br />O <br />N <br />�� I it <br />I <br />12iw2. 10/ f7 <br />-t III VERT CL. r6' 3 I 23 W2 I I <br />w <br />O <br />I.. <br />I <br />I I' 115TA. 22W1••25 52 <br />II III STA. 34. 27. G 8 <br />II <br />STA. 22 W2. 2.6,63/ <br />S,rA.21"W2}(.5.4133 <br />NI I <br />STA . 22'W2+4044 <br />1 <br />L <br />i 5TA. . 9519 <br />NEW E WASH AVE -fK POINT OF MIN, CLEAR. <br />1 SPAN CONTINUOUS STEEL S --BEAM SUPERSTRUCTURE <br />300' V C. <br />WITH RC. 3 COL. <br />CLEAR IS -7' 57A. 22'Wl'+3900 <br />SOLID ABUTMENTS. <br />0 <br />¢ <br />O <br />N <br />_ 21 Wl _ \ _-- - - t2iwi6vw <br />p <br />jy <br />A <br />O <br />O <br />I.. <br />I <br />I I' 115TA. 22W1••25 52 <br />II III STA. 34. 27. G 8 <br />II <br />�'•• � I <br />I III\-,., II II <br />I <br />III <br />II 8,,-),3-205 <br />I I <br />II <br />I I <br />I <br />I rah I <br />° <br />III, <br />II <br />I it �, '� <br />I III <br />� <br />I � III <br />III <br />III III <br />III <br />III I III <br />I 1»L, I <br />VERT CLEAR. I <br />15'-4'i II <br />111 <br />I <br />II I <br />EL.878.80 h J <br />w <br />N <br />POINT OF MIN, CLEAR <br />T <br />GRADE ON "W2" <br />LINE <br />B-13-204 <br />VERTICAL CLEAR, 14-11`:7r! <br />984.17 <br />_ <br />ALL FIELD CONNECTIONS SHALL BE 44"o RIVET$ OR HIGH 5TRENGTH BOLTS. <br />R <br />.3.0 %_ <br />J <br />j W <br />:p <br />N <br />/-- -0 - END OF FLOOR <br />�7ANG. TO 2° CURVE I STA, 23'W2"+20.50 <br />AT STA. 22-Wp + 4044 N <br />-Z-,QEF UNE -W2 <br />23"W2'+ 20.50 <br />TANG. 70 2' CURVE <br />AT STA. 22W/'v <br />3.900 <br />REF LINE 'Wl <br />0 <br />a <br />N <br />f <br />RESENE�-_,.VE �O <br />+o <br />M6 N <br />I: W <br />J y <br />W <br />300"yC. <br />GRADE ON REF. LINE S.T.H. 30 <br />13.4 56.1 23.7 4 F�/�60 Zg �Zq <br />BENCH MARK <br />NO. STATION DESCRIPTION ELE V. <br />9 25 "W"+2o "X" CONC. BASE S 96.8'RT 879. 66 <br />VNIT11 <br />PLAN <br />GENERAL NOTES <br />ti <br />1 SPAN CONTINUOUS STEEL S --BEAM SUPERSTRUCTURE <br />300' V C. <br />WITH RC. 3 COL. <br />PIER AND I?" C. <br />SOLID ABUTMENTS. <br />0 <br />¢ <br />O <br />N <br />¢ <br />�1 <br />p <br />jy <br />A <br />O <br />O <br />3 <br />Q <br />^ <br />EL. 1378.08 N <br />4 <br />N <br />v <br />N <br />3 <br />R <br />m <br />° <br />EL. 676.94 ,3 m <br />m <br />N 0 <br />0 <br />o <br />p <br />p <br />tiVI <br />19'- 41'- 00' <br />I SHEETI <br />W <br />EL.878.80 h J <br />w <br />N <br />AND DRIVEN TO A MINIMUM SEARING VALUE OF 22 TONS PER <br />T <br />GRADE ON "W2" <br />LINE <br />J <br />j W <br />:p <br />N <br />/-- -0 - END OF FLOOR <br />�7ANG. TO 2° CURVE I STA, 23'W2"+20.50 <br />AT STA. 22-Wp + 4044 N <br />-Z-,QEF UNE -W2 <br />23"W2'+ 20.50 <br />TANG. 70 2' CURVE <br />AT STA. 22W/'v <br />3.900 <br />REF LINE 'Wl <br />0 <br />a <br />N <br />f <br />RESENE�-_,.VE �O <br />+o <br />M6 N <br />I: W <br />J y <br />W <br />300"yC. <br />GRADE ON REF. LINE S.T.H. 30 <br />13.4 56.1 23.7 4 F�/�60 Zg �Zq <br />BENCH MARK <br />NO. STATION DESCRIPTION ELE V. <br />9 25 "W"+2o "X" CONC. BASE S 96.8'RT 879. 66 <br />VNIT11 <br />SUPER. <br />GENERAL NOTES <br />ti <br />E. ABUT I <br />300' V C. <br />R <br />V <br />W2 CURVE <br />S <br />0 <br />¢ <br />O <br />N <br />¢ <br />�1 <br />p <br />jy <br />A <br />N <br />O <br />3 <br />BAR STEEL REINFORCEMENT SHALL BE IMGEDDEO 2' CLEAR <br />P1. <br />4 <br />N <br />UNLE55 OTHERWISE SHOWN OR NOTEP. <br />N <br />R <br />m <br />N <br />O <br />w <br />ti <br />0 <br />2 <br />p <br />tiVI <br />19'- 41'- 00' <br />I SHEETI <br />W <br />h <br />w <br />N <br />AND DRIVEN TO A MINIMUM SEARING VALUE OF 22 TONS PER <br />T <br />GRADE ON "W2" <br />LINE <br />B-13-204 <br />J <br />j W <br />:p <br />N <br />/-- -0 - END OF FLOOR <br />�7ANG. TO 2° CURVE I STA, 23'W2"+20.50 <br />AT STA. 22-Wp + 4044 N <br />-Z-,QEF UNE -W2 <br />23"W2'+ 20.50 <br />TANG. 70 2' CURVE <br />AT STA. 22W/'v <br />3.900 <br />REF LINE 'Wl <br />0 <br />a <br />N <br />f <br />RESENE�-_,.VE �O <br />+o <br />M6 N <br />I: W <br />J y <br />W <br />300"yC. <br />GRADE ON REF. LINE S.T.H. 30 <br />13.4 56.1 23.7 4 F�/�60 Zg �Zq <br />BENCH MARK <br />NO. STATION DESCRIPTION ELE V. <br />9 25 "W"+2o "X" CONC. BASE S 96.8'RT 879. 66 <br />400 V. C. <br />GRADE ON AUX. REF. LINE S.T.H. 30 <br />TOTAL ESTIMATED QUANTITIES <br />BID ITEMS <br />VNIT11 <br />SUPER. <br />GENERAL NOTES <br />CURVE DATA <br />E. ABUT I <br />TOTAL <br />LINE <br />W2 CURVE <br />S <br />DRAW/NOS SHALL NOT BE SCALED. <br />125 <br />Ifo <br />325 <br />ALL CONCRETE MASONRY SHALL BE GRADE 'AA" (. 1400p.) <br />PC <br />STA. /6"W2+73.69 <br />it 3. 5 <br />BAR STEEL REINFORCEMENT SHALL BE IMGEDDEO 2' CLEAR <br />P1. <br />STA 21'W2* + 70. 6-7 <br />BAR STEEL REINFORCEMENT <br />UNLE55 OTHERWISE SHOWN OR NOTEP. <br />PT <br />STA 20'W2" r 'J•7. B6 <br />13,250 <br />BEVEL EXPOSED EDGES OF CONCRETE I" uNLE55 OTHER- <br />! <br />1_99=4(t-00" <br />L.S. <br />W/5E SPECIFIED. <br />G <br />19'- 41'- 00' <br />I SHEETI <br />PILING AT THE ABUTMENTS SHALL BE S" B.P 36' PILES <br />D <br />?'O- <br />60, 35U <br />AND DRIVEN TO A MINIMUM SEARING VALUE OF 22 TONS PER <br />T <br />496. 99 <br />60/350 <br />POLE. EST. 25'-O•" LONG. <br />L <br />984.17 <br />_ <br />ALL FIELD CONNECTIONS SHALL BE 44"o RIVET$ OR HIGH 5TRENGTH BOLTS. <br />R <br />2864.79 <br />BEARING PADS <br />VPPER LIMITS OF EXCAVATION FOR STRUCTURES" SHALL BE TME FINISHED <br />S.E. <br />.O2�Fr. <br />GRADED SECTION. AT THE PIER AND BOTTOM OFSLOPEPAYING ON BERM AT ABUTMENTS. <br />STEEL TEST PILING B-13-204 <br />LS. <br />THE TOP AND SLOPE OF THE FILL IN FRONT OF THE ABVTMENTS SMALL <br />- <br />BE COVERED WITH SLOPE PAVING TO THE EXTENT SHOWN ON T14I5 SHEET <br />STEEL PILING - DELIVERED <br />L.F <br />AND ON SHEETS X 27¢01 ANP X 27403. <br />1075 <br />1875 <br />DIT5161V BEAR/NG VA41/E OF PIER FOOTINGS IS 2.S TONS PER SO. FT <br />L.F <br />800 <br />EXPANS/ON JO/NT FILLER sNALL CONFORM YO 4.A.5.N0. OES/GNAT/OrY <br />1075 <br />1875 <br />TUBULAR RAILING -TYPES <br />M/53, TYPE 711 <br />389 <br />O <br />O <br />HOT- POUREO ELAST/C TYPE JOINT SEALER SNA<C CO/•IFORM TO <br />O <br />O <br />SLOPE PAVING <br />� <br />AS.T. M. DESIGNATIOf.1, pf190. <br />165 <br />O <br />345 <br />O <br />nh <br />Mr <br />h <br />�m <br />h ° <br />+z•D% <br />j -I <br />W <br />j lJil <br />R __ <br />- <br />a <br />PVT STA. 37 A"~00.00 <br />400 V. C. <br />GRADE ON AUX. REF. LINE S.T.H. 30 <br />TOTAL ESTIMATED QUANTITIES <br />BID ITEMS <br />VNIT11 <br />SUPER. <br />W. ABUT <br />PIER . <br />E. ABUT I <br />TOTAL <br />EXCAVATION FOR STRUCTURES <br />C. <br />X27398 <br />qO <br />125 <br />Ifo <br />325 <br />CONCRETE MASONRY <br />C. Y. <br />2051(l <br />it 3. 5 <br />03. q <br />1(05.2 <br />8.2 <br />BAR STEEL REINFORCEMENT <br />LB. <br />(01,500 <br />510(00 <br />13,250 <br />6,530 <br />86,340 <br />STRUCTURAL CARSON STEEL <br />L.S. <br />)44,240 <br />STRUCTURE B -13 -204 <br />I SHEETI <br />144,290 <br />STRUCTURAL LOW ALLOY STEEL <br />L8. <br />60, 35U <br />60/350 <br />LUBRICATED BRONZE PLATES <br />LB. <br />209 <br />209 <br />BEARING PADS <br />5F <br />26 <br />- <br />- -2Y0 <br />STEEL TEST PILING B-13-204 <br />LS. <br />- <br />- <br />i <br />STEEL PILING - DELIVERED <br />L.F <br />800 <br />1075 <br />1875 <br />STEEL PILING - DRIVEN <br />L.F <br />800 <br />1075 <br />1875 <br />TUBULAR RAILING -TYPES <br />LF <br />389 <br />38`1 <br />SLOPE PAVING <br />S,Y <br />165 <br />180 <br />345 <br />NON - BID ITEMS <br />FILLER <br />SI2E <br />q. <br />AL-PAMUM OR ZINC PLATE <br />S.F <br />23 <br />23 <br />- Z - JS --O LONG TEST PILES RECD. DRIVE ONE AT LOCATION OF EACH ABUTMENT <br />LIST OF DRAWINGS <br />I. GENERAL PLAN <br />X27394 <br />2. SUPERSTRUCTURE <br />X 27395 <br />3. SUPERSTRUCTURE <br />X 273 9 6 <br />4 LONG. SECTION ! BEARINGS <br />X27397 <br />S EXPANSION JOINT <br />X27398 <br />Q TUBULAR ALUMINUM RAILING -TYPE B <br />X27399 <br />7 TUBULAR STEEL RAILING - TyPE B <br />X27400 <br />8 WEST ABUTMENT - <br />9 PIER <br />XZ7401 <br />10 EAST ABUTMENT. <br />X27402 <br />XZ7403 <br />1/. SUBSURFACE EXPLORATION <br />X27404 <br />12.5085URFACE EXPLORATION <br />X27405 <br />... ,, <br />STATE HIGHWAY COMMISSION OF WISCONSIN <br />GENERAL <br />PLAN <br />DANE •'c MADISON <br />2 2 <br />••" *•40"44 <br />32 <br />8 <br />10 <br />'- AA SHO '61 <br />- H2D•516 <br />�,. ." 1963 <br />V G. H <br />.•- O.q. S. <br />-.. LULL' <br />STRUCTURE B -13 -204 <br />I SHEETI <br />OF 12 <br />27394 <br />h <br />