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I 36' <br />41 <br />C J <br />U I <br />1 � <br />O <br />BIT. <br />g PAVT a <br />A I ..M.. - <br />i WINGS INN <br />57.80 57.50 0' 7 , <br />\5 <br />P.C. CONC P.L. <br />ip <br />jII P.L. 58.C5_ ,00 �'A5 <br />57.38 <br />54 Oi <br />SIDEWALK 55.83 56.68 59.01 <br />- __- __- - / Op. 536 p 56.23,. 6.9 57.66 58.97 <br />-__-__-__- ----T _- _ 54.74 . -. <br />/ 53.60 1 + -. - - 57.72 <br />/ <br />_-TO CAPITOL EAST WASHINGTON AVE. g / 53.60 N' 54.21 426 55.62 56.35 <br />SAy'ED JOINT - <br />/ 593 60.1 <br />� _ <br />BIT. CONC. PAVT <br />CONTRACTION JOINT 56.89 <br />j/�--5fi.2_6 <br />54.22 N �� 57.59_ l =-T- 14 W2'-- ~ <br />- 54.3 54,75 55.40 56.16 12 W2 K+ <br />\ j P . 4 l <br />_ -----� TANGENT TO LURYE <br />I� n 10 W2 <br />+m <br />p - ,54.65 8 <br />56.11A 424 '��� <br />- <br />56.86 14 24' <br />2 P. CONS TOPSOIL B SEED , -N <br />Go111PO� / / i0"VAI' - PC.I 12°WI" - \ -- 5e.a 14'WI° <br />SP eO��S ' / `4' 00' 4. 5 F 54.55 _' a 4.86 55. ST.71 <br />0 / +�n: _ 56.33 57.01 <br />/ III <br />C /ALO%± - \6 59.59 ~� <br />�_ "NI 1h P 58.89 <br />/ ... p. \ <br />C N P.C. CONC. PAVT p <br />53.89 54.19 54.50 59.01 s. 9 <br />- <br />56.10 50 57.0558.43 <br />5773- r._-- <br />54.38. - SC'$O B IT PAVT CONIC, $ASE i;_.68A3 - _ <br />\\ I __COURSE -1 RT <br />EM PGRARY CONN. \ \ \ <br />\1 I 6 2 BIT. CONIC. PAY T. Q- <br />I� / 9� STRUCT. APPR. SLAB 6" BASE COURSE <br />3" BIT. CONIC. PAVT <br />(DEC. LANE ONLY) Ol 5 6 <br />54.59 5527 57.18 -- \ <br />10'fG" t 12"G" FRONTAGE ROAD <br />54.80 55.67 6 55 o' 57.40 14"b" t <br />.+ <br />REMOVE BIT., TOPSOIL, PL --SAW ALONG P.L. <br />0) �// FERTILIZE AND SEED <br />BIT. PARKING LOT - P <br />SAWE <br />0 I I/2" BIT. CONC.DPAVITT <br />J TRANSITION TO tih, a' <br />EXIST. BIT. SURFACE <br />Q EXISTING PAVEMENT CONTRACTION JOINT 32' <br />l� EXIST. CONC. BASE 10 PLACE DOWEL BARS 16 <br />SOUTH LIMITS ON �� I.O'± PARALELL TO RDWY. 30' . <br />E. WASHINGTON AVE. �.�; VAR. ILo9" <br />30,Li <br />I I/2' BI7. CONIC. PAVY-� "H" 7VPE CONIC. PAVT Q <br />BRIDGE S - LAB <br />V m <br />CONIC. BASE COURSES INLET COVER PAID FOP, AS STRUCT. APPR. SLAB, W <br />ABUT. W <br />BRICK PLACE REINE. AS SHOWN FOR STRUCT. 3 <br />Q' VAR. \ APPR. SLAB. 3" CLEAR FROM STEEL <br />SECTION B - B TO SAWED JOINT. OMIT EXPANSION <br />BRIDGE SLAB SAWED JOINT JOINTS. <br />EXIST. CONC. BASE 24" X 36" HOLE 1 1/2" BIT. CONC. PAVT <br />EXIST. BIT. PAVT _ EXIST. BIT. SURFACE CONTRACTION JOINT DETAIL <br />SECTION A - A EXIST. CONC. BASE IO' PLACE DOWEL BARS <br />-11.0l± PARALLEL TO RDWY. FOR <br />NOTE: ALL COSTS OF INSTALLING THIS VAR. %! 1.0' EAST WASH. AVE. <br />INLET COVER, INCLUDING LABOR \\ 1 <br />.. <br />- 8 MATERIALS, TO BE INCIDENTAL TO 9RIt, LAB 9 <br />v 9'W`- I4`W' <br />OTHER ITEMS OF WORK IN THIS CONTRACT. <br />-.�1�' > <br />"' U.S. H. 151 - i. H. 90 ROAD <br />3' <br />Av3u7 SECTION C'C <br />-- -CONTRACTION OR CONST Jahr `-�A PROJECT F017-2(64) DANE CO. <br />- <br />-EXPANSION JOINT v .'. <br />V SCALE I"e2O' <br />ppOJ� <br />HBHEET TOTAL <br />UMBEP 6HEET6 <br />F 017-2(64) <br />2.6 <br />i WINGS INN <br />57.80 57.50 0' 7 , <br />\5 <br />P.C. CONC P.L. <br />ip <br />jII P.L. 58.C5_ ,00 �'A5 <br />57.38 <br />54 Oi <br />SIDEWALK 55.83 56.68 59.01 <br />- __- __- - / Op. 536 p 56.23,. 6.9 57.66 58.97 <br />-__-__-__- ----T _- _ 54.74 . -. <br />/ 53.60 1 + -. - - 57.72 <br />/ <br />_-TO CAPITOL EAST WASHINGTON AVE. g / 53.60 N' 54.21 426 55.62 56.35 <br />SAy'ED JOINT - <br />/ 593 60.1 <br />� _ <br />BIT. CONC. PAVT <br />CONTRACTION JOINT 56.89 <br />j/�--5fi.2_6 <br />54.22 N �� 57.59_ l =-T- 14 W2'-- ~ <br />- 54.3 54,75 55.40 56.16 12 W2 K+ <br />\ j P . 4 l <br />_ -----� TANGENT TO LURYE <br />I� n 10 W2 <br />+m <br />p - ,54.65 8 <br />56.11A 424 '��� <br />- <br />56.86 14 24' <br />2 P. CONS TOPSOIL B SEED , -N <br />Go111PO� / / i0"VAI' - PC.I 12°WI" - \ -- 5e.a 14'WI° <br />SP eO��S ' / `4' 00' 4. 5 F 54.55 _' a 4.86 55. ST.71 <br />0 / +�n: _ 56.33 57.01 <br />/ III <br />C /ALO%± - \6 59.59 ~� <br />�_ "NI 1h P 58.89 <br />/ ... p. \ <br />C N P.C. CONC. PAVT p <br />53.89 54.19 54.50 59.01 s. 9 <br />- <br />56.10 50 57.0558.43 <br />5773- r._-- <br />54.38. - SC'$O B IT PAVT CONIC, $ASE i;_.68A3 - _ <br />\\ I __COURSE -1 RT <br />EM PGRARY CONN. \ \ \ <br />\1 I 6 2 BIT. CONIC. PAY T. Q- <br />I� / 9� STRUCT. APPR. SLAB 6" BASE COURSE <br />3" BIT. CONIC. PAVT <br />(DEC. LANE ONLY) Ol 5 6 <br />54.59 5527 57.18 -- \ <br />10'fG" t 12"G" FRONTAGE ROAD <br />54.80 55.67 6 55 o' 57.40 14"b" t <br />.+ <br />REMOVE BIT., TOPSOIL, PL --SAW ALONG P.L. <br />0) �// FERTILIZE AND SEED <br />BIT. PARKING LOT - P <br />SAWE <br />0 I I/2" BIT. CONC.DPAVITT <br />J TRANSITION TO tih, a' <br />EXIST. BIT. SURFACE <br />Q EXISTING PAVEMENT CONTRACTION JOINT 32' <br />l� EXIST. CONC. BASE 10 PLACE DOWEL BARS 16 <br />SOUTH LIMITS ON �� I.O'± PARALELL TO RDWY. 30' . <br />E. WASHINGTON AVE. �.�; VAR. ILo9" <br />30,Li <br />I I/2' BI7. CONIC. PAVY-� "H" 7VPE CONIC. PAVT Q <br />BRIDGE S - LAB <br />V m <br />CONIC. BASE COURSES INLET COVER PAID FOP, AS STRUCT. APPR. SLAB, W <br />ABUT. W <br />BRICK PLACE REINE. AS SHOWN FOR STRUCT. 3 <br />Q' VAR. \ APPR. SLAB. 3" CLEAR FROM STEEL <br />SECTION B - B TO SAWED JOINT. OMIT EXPANSION <br />BRIDGE SLAB SAWED JOINT JOINTS. <br />EXIST. CONC. BASE 24" X 36" HOLE 1 1/2" BIT. CONC. PAVT <br />EXIST. BIT. PAVT _ EXIST. BIT. SURFACE CONTRACTION JOINT DETAIL <br />SECTION A - A EXIST. CONC. BASE IO' PLACE DOWEL BARS <br />-11.0l± PARALLEL TO RDWY. FOR <br />NOTE: ALL COSTS OF INSTALLING THIS VAR. %! 1.0' EAST WASH. AVE. <br />INLET COVER, INCLUDING LABOR \\ 1 <br />.. <br />- 8 MATERIALS, TO BE INCIDENTAL TO 9RIt, LAB 9 <br />v 9'W`- I4`W' <br />OTHER ITEMS OF WORK IN THIS CONTRACT. <br />-.�1�' > <br />"' U.S. H. 151 - i. H. 90 ROAD <br />3' <br />Av3u7 SECTION C'C <br />-- -CONTRACTION OR CONST Jahr `-�A PROJECT F017-2(64) DANE CO. <br />- <br />-EXPANSION JOINT v .'. <br />V SCALE I"e2O' <br />