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INDEX- <br />OF SHEETS <br />T 017-2(44) STA. 581+50 <br />NEW RIGHT OF -WAY LINE__________ <br />SH°EET NO. I <br />TITLE <br />SHEET NO. 2 7 2A TYPICAL CROSS SECTIONS <br />SHEET NO. 3 <br />ESTIMATE OF' QUANTITIES <br />A14EET, NO. 3A • <br />MISCELLANEOUS QUANTITIES <br />j <br />SHEET NO. — <br />RIGHT OF WAY PLAT <br />SHEET NO. 4-6 <br />PLAN AND, PROFILE'� STA. 581-50 TO STA. 596+38 <br />SHEET N0.7-7,8. <br />STANDARD DETAILS <br />SHEET NO. — <br />DRAINAGE STRUCTURES <br />SHEET NO.8-12 <br />CROSS SECTIONS <br />STATE OF WISCONSIN <br />STATE. -HIGHWAY COMMISSION "OF WISCONSIN. <br />PLAN AND PROFILE OF -PROPOSED <br />VERPN-A AVENUE <br />VILLAGE, OF VERONA <br />U. S. I� ( 151 <br />DANE COUNTY <br />PROJECT T 017-2(44) <br />1. <br />PLAN-] IN, = 20 FT. <br />SCALES i <br />PROFILE HOR. I IN. — 90 FT. VERT. I IN. 2 PT. <br />CROSS BECTIONS HOR, I IN, 5 FT. VERT, I IN*— 2 FT. <br />R8 E <br />A. VILLAGE <br />OF TOWN <br />VE RONA OF <br />VERONA- <br />MAORI ST.U. <br />Z <br />OR Nipr <br />k: pkltx LANE <br />END OF PROJECT T017-2(44) STA -595+: <br />- STA. 596+38 PROJECT. F 017-21L5) <br />1235' N. AND 2660: E. CO". <br />CONVENTIONAL SIGNS OF SEG. 13, TON ROE <br />STATE LINE, CULVERTS IN PLACE.-. _.___._. __zz <br />I ---------------- RE _15114 <br />vre <br />26 <br />COUNTY. LINE ........................ CULVERTS REQUIRED____________ 11 <br />BEGINNING OF PROJECT <br />TOWNSHIP OR RANGE <br />SECTION LINE --------------------- __ . <br />DROP INLET ........................ <br />POWER POLE______________-_____------___-_--__- i <br />T 017-2(44) STA. 581+50 <br />NEW RIGHT OF -WAY LINE__________ <br />Smarr <br />TELEPHONE OR TELEGRAPH POLE_ ----------- of <br />STA. 581450 PROJECT F017-209)[41) <br />915' N. AND 1210' E. Of $,W- GOR. <br />PRESENT RIGHT OF WAY LINE .... <br />MONWwv <br />RIGHT OF WAY MARKERS --------- <br />OF .BEG. 15, TON, R89 <br />WIRE FENCE. WOVEN ----------- <br />�BARBEO <br />REFERENCE STAKE FOR MUSS ONLY ---- <br />------- <br />MARSH___...--- -------------------- (;L'A jw'z d" <br />LOT LINE -------_----------------- <br />--------------- <br />HEDGE---- ----------------------- <br />22A4 <br />CORPORATE OR CITY LIMITS_:...11111111111,v1111111 <br />C <br />TREES ------------------------ <br />PROPERTY LINE: ...............:..... <br />—_El ­t 32A <br />TRAVELED WAY OR R E ------- <br />Rtitl_ROADS. ---------- 7_ ------------ <br />BASE OR SURVEY LINE.--_-_-_ ....—a- <br />GRADE ELEVATION ............... QUIlM-11NE 175.16 <br />V7 <br />LAYOUT <br />SCALE 6r.0' <br />-01111115 0 <br />Ei - <br />TOTAL NET LENGTH OF CENTERLINE 0.282 Mi. <br />JAlf) i v <br />COUNTY <br />AND <br />ROUTS <br />ANDmuarn <br />CLASS AND AOREEMEN <br />Smarr <br />'KWAL <br />Swarm <br />WrArE <br />FEDERAL <br />MONWwv <br />arc7loN <br />m <br />0 <br />13.1 <br />17.2 <br />22A4 <br />Wis. <br />JOHN A. STRAND 6 ASSOCIATES, INC <br />CONSULTING ENGINEERS <br />MADISON, WISCONSIN <br />APPROVED <br />DATE <br />anvn <br />NN'.,— <br />CORRECT. <br />.ATI-4*&'O <br />EN.— <br />RECOMMENDED FDR APPROVAL! <br />U <br />DAT.f— <br />� -1 p-&—jr-2 <br />C/ A M.— _._ M <br />DEPARTMENT OF COMMERCE <br />06IRCAU OF PUSLJC ROADS <br />T 017- 2(44) <br />