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INDEX OF SHEETS <br />SHEET NO. I TITLE <br />SHEET NO.2.0-2.2TYPICAL 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. 4-10 PLAN AND PROFILE STA. 0 +00 TO STA. 205 + 94.4 <br />SHEET NO. 11-11.10 STANDARD DETAILS <br />SHEET N092 -J4 DRAINAGE STRUCTURES <br />SHEET NQ 15-21 MACHINE COMPUTATIONS <br />SHEET NO. 21-79 CROSS SECTIONS <br />STATE OF WISCONSIN <br />STATE HIGHWAY COMMISSION OF WISCONSIN <br />• <br />PLAN AND PROFILE OF PROPOSED <br />DALEYVILLE - C.T.H. "G" ROAD <br />COUNTY TRUNK HIGHWAY <br />DANE COUNTY <br />PROJECT S0894(5) <br />• <br />PLAN 1 IN. 100 FT. <br />BEGINNING OF PROJECT 50894(5) STA.0+00 2.629.3' SCALIEs j PROFILENOR. IIN. —100 FT. VERT_ IIN. —10 FT. <br />S 48 28'E (MAG) Bt 20.4' S 89800' W (MAG) OF THE EQUATION C=SECTIONS NOR. 1 IN.— 10 FT. B 5 FT. VERT. I IN. = 10 FT. B 5 FT. <br />N 1/4 CORNER SECTION 17, T.5 N., R. 6 E. STA. 112+06.0 BK.= <br />STA. 112+07.3 AHD. <br />R. 5 E. a I R. 6 E. ( R. 7 E. I <br />2 �� ®-,N- O <br />12 7 0 0 11 12 7 8 10 II 12 F 8 <br />2 I 9 <br />W Frl Z <br />Ciz 6: <br />U~ IY I v I O O IC <br />h-- - <br />a a DALEY ILLE W•f BRA H �' <br />T. o l i A 2 JG a s A <br />5 H ~ 16 y 15 14 IB 17 6 15 14 16 <br />3W 2.2 <br />N. U 60 ~I~ A PRIMROSE qq <br />�17— <br />24 w - -- I 2 -- -- A 20 21 23 <br />2iI2 7 O FORWARD O <br />a �I JG f <br />FF G .. ../0-11 <br />12 \ <br />XCEPTION TO NET V. LENGTH <br />TOTAL <br />STA. 96+68.63 TO 97+ 10.37s <br />O Z <br />STA. GA+66.93 TO 7A+08.87 <br />END OF PROJECT S0894(5) STA. 20 <br />PROJECT SO254(3) <br />2,163.7 N�3 0 W (MAG) OF THE <br />CORNER SECTION 23, T. 5 N., R. 6 E. <br />CONVENTIONAL <br />SIGNS <br />LI <br />_S ATE NE ...................... �� B. <br />CULVERTS IN PLACE...______-___ <br />GTY LINE ........................����� <br />CULVERTS REQUIRED ......... <br />TOWNSHIP OR RANGE LINE ........ ._._ <br />.............o�r__c <br />DROP INLET ....................... <br />SECTION LINE --------------------- --- <br />POWER POLE..................------ ------------.di <br />NEW RIGHT OF WAY LINE_--______- <br />TELEPHONE OR TELEGRAPH POLE ............ A <br />PRESENT RIGHT OF WAY LINE ... ...---__- <br />RIGHT OF WAY MARKERS ......... V -.- <br />WIRE FENCE IWOVEN ----------- —._._-_ <br />REFERENCE STAKE FOR HUBS ONLY._.=} <br />BARBED—■—A—E— <br />;:-�. <br />MARSH ------------_- ---- t a � � +; <br />LOT LINE._ l;; * --------------------------- <br />-' <br />HEDGE---------------------------- - �2ir <br />CORPORATE�R CITY LIMITS_._.. <br />TREES ------------------- ----...... <br />PROPERTY LINE ..................... _.tel 4_ <br />y <br />TRAVELED WAY OR P. E .............:___==_=____= <br />,-{ <br />GRADE ELEVATION--------------QATUM LINE IF <br />RAILROADS --------------------------- <br />--------------------------BASE <br />BASE OR SURVEY LINE ............ <br />24 19 20 <br />COUNTY ROUTE CLASS AND AGREEMENT.. <br />GREEMENTSN <br />12 \ <br />S,EET <br />TOTAL <br />AND AND <br />O Z <br />NUMBER <br />SHEETS <br />HIGHWAY SECTION STATE FEDERAL91. <br />13.6 894.0 11.5 <br />o <br />1 <br />71 <br />_ <br />0' <br />T. <br />LAYOUT DAT&A&&T,AY <br />SCALE I---� <br />0 MILE 1 DESIGN DESIGNATION DEPARTMENTOBLIC ROM <br />- • BUREAU OF PUBLIC ROADS <br />ADT (1966) 250 APPROVED: <br />TOTAL NET LENGTH OF CENTERLINE - 3.892 MI. ADT (1 986) 370 <br />D H V 56 D.T. <br />D 50% <br />T 10.4% <br />V 50 M.P. H. <br />S 0894 (5 <br />12 \ <br />• <br />O Z <br />- <br />o <br />_ <br />0' <br />T. <br />t <br />A <br />5 <br />DANE COUNTY <br />i <br />13 <br />HIGHWAY COMMISSION <br />i.Z <br />N. <br />DANE CO. <br />F H <br />SURVEYOR N.J.S. CHECKER W.S..J.O'C.BR.N <br />- <br />COMPUTER V.J.C. ' <br />1 <br />SUBMITTED FOR <br />24 <br />APPROVAL C TY GHWAY ENGINEER <br />DATE /0- 7 196 <br />- <br />_ <br />RECOMMENDED FOR APPROVAL <br />COUNTY HIGHWAY COMMISSIONER <br />STATE HIGHWAY <br />COMMISSION OF WISCONSIN <br />MADISON. WIS. <br />W <br />vI i cOMFUTE. M. O. cM[CILEII_n• <br />j <br />R J 5 <br />OATNM <br />DAT <br />RECOMMENDED FOR APPROVAL: <br />DATE'_ <br />APPROVED: <br />LAYOUT DAT&A&&T,AY <br />SCALE I---� <br />0 MILE 1 DESIGN DESIGNATION DEPARTMENTOBLIC ROM <br />- • BUREAU OF PUBLIC ROADS <br />ADT (1966) 250 APPROVED: <br />TOTAL NET LENGTH OF CENTERLINE - 3.892 MI. ADT (1 986) 370 <br />D H V 56 D.T. <br />D 50% <br />T 10.4% <br />V 50 M.P. H. <br />S 0894 (5 <br />