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SWEET NO.2 -2.I TYPICAL CROSS SECTIONS <br />SHEET NO. 3 ESTIMATE OF QUANTITIES <br />SHEET NO. 3A MISCELLANEOUS QUANTITIES <br />SHEET -NO. --- RIGHT OF WAY PLAT <br />SHEET NO.4-5 PLAN AND PROFILE STA.; +90 TO STA. 389+10.75 <br />SHEET NO.6 -12 STANDARD DETAILS <br />SHEET NO. DRAINAGE STRUCTURES <br />SHEET NO. 13-23 CROSS SECTIONS <br />CONVENTIONAL SIGNS <br />1 <br />STATE LINE. ..._ __ --------- <br />CULVERTS IN PLACE ............. <br />COUNTY LINE....... _ .. _ .. .. _ . - _ .. _ . <br />_ <br />CULVERTS REQUIRED ------------ <br />_-__---____TOWNSHIP <br />TOWNSHIP OR RANGE LINE....... <br />_._.-,__._..__ <br />DROP INLET -._._.__--__.---------- <br />AND <br />SECTION LINE.. -- - <br />POWER POLE.- - ----- ---- <br />- - --- -, i <br />NEW RIGHT OF WAY LINE _ ... <br />TELEPHONE OR TELEGRAPH <br />WAY MARKERS.-----.-- <br />POLE__ <br />PRESENT RIGHT OF WAY LINE <br />_. _ _._ _ _ -- <br />RIGHT OF <br />V <br />WIRE FENCE WOVEN_ _ <br />._ . _ . — .._ <br />REFERENCE STAKE FOR HUBS <br />ONLY. _-.._' � ,__ • <br />- - - <br />BARBED_. ------ <br />— —><---x-- <br />MARSH-----_----------- --------- <br />`-'I`-`-=�'--,i1=-'-r`-=1r•`..dL <br />LOT LINE __ - --- - - <br />--------------- <br />HEDGE----------- ._-------------,.....,-.-.,...... <br />'•�M ��' <br />CORPORATE OR CITY LIMITS <br />255.0 <br />TREES_._._.-_ _._____._______---� <br />PROPERTY LINE.__. . <br />P� • 32.6 <br />TRAVELED WAY OR P.E ......... <br />-_= <br />GROUND ELEVATION._._._____ <br />T I '` <br />400 <br />RAILROADS..-.__ ..__.._._. <br />a <br />� 1. <br />BASE OR SURVEY LINE. <br />--Q""` <br />GRADE ELEVATION__._._.___..___. <br />T MLINE <br />STATE OF WISCONSIN <br />STATE HIGHWAY COMMISSION' WISCONSIN <br />PLAN AND PROFILE OF PROPOSED <br />CROSS. PLAINS -U.S.H. F2 ROAD <br />COUNTY TRUNK HIGHWAY. "P <br />DANE COUNTY, <br />PROJECT- S 0255 _(2) <br />SCALES 1 cSecnoNe won. i IN. art. vewr. lw. art. <br />z <br />m <br />a <br />R.7 E. <br />X%Al <br />- R. 8 E. <br />RZ'Zm)�l q <br />: Rf 11 <br />_`mss � wm�j <br />_-i��_.Ti.-.i�i� <br />LOCATION SKETCH <br />1 MILE <br />LAYOUT <br />SCALE <br />TOTAL NET LENGTH OF CENTERLINE a 0.913 MO. <br />END OF PROJECT S 0255{2) <br />STA. 389-+ 10.75 <br />240' NORTH AND 1180' WEST OF THE <br />SOUTHEAST CORNER OF SEG. 5, TON, R 8 E <br />END OF PROJECT DS 0255(1) 19 <br />-- BEGINNING OF PROJE T S 02.55(2) <br />STA. 340+ 90 <br />1700' NORTH AND 600' EAST OF THE <br />SOUTHWEST :CORNER OF SEC. 8, TSN, RSE <br />W E <br />ROUTE CLASS AND AGREEMENT FEDERAL SHEET <br />TOTAL <br />COUNTY <br />AND <br />AND <br />REGION NUMBER <br />SHEETS <br />14IGHWAV <br />SECTION <br />STATE <br />FEDERAL <br />11.2 <br />4 <br />13.6 <br />255.0 <br />4 <br />r, { <br />i' <br />BRIDWELL- FEY ENGINEERING CO, <br />—CONSULTING ENGINEERS— <br />MADISON, WISCON61N <br />BY � DATE <br />STATE HIGHWAY <br />COMMISSION OF WISCONSIN <br />MADISON, WIS. <br />NO'TENow <br />DIVISION CAM M. O.. CHECKER__, <br />DISTRICT CHECKED,-.,_,. CORRECT <br />CORRECT: <br />DA Q /S(10,- <br />1 ICT INEER, <br />RECOMMENDED FORA AL: <br />DATED_ Z � <br />ENG! OF DESIGN <br />APPROVED. <br />DATE -' 10GHWAY ENVN <br />F� <br />DEPARTMENT OF COMMERCE <br />BUREAU OF PUBLIC ROADS <br />APPROVED: <br />TE <br />DIVISION ENGINEER ?' <br />PROJECT S 0255 � (2) � <br />