Laserfiche WebLink
REVISION DATE ROUTE COUNTY DATE R/8 PROJECT NINBER SHEET <br />Il-zo-es C.T.N. D DANE 7 -2s -es 5992-2-60 NSR <br />\ 2- 7-86 �L PROJECT NIRBER 4.3 <br />r r •. \ SCALE,fT. GRID FACTOR T <br />\ �:-irat+:a,:: \ <br />\ a-1 ,�::. \ o 20 40 0.999910 599 t -Z —92, 4,3 <br />\\ �f s•;ts r;"' DANE CO. PROJECT N0. 671 <br />-4724 1 <br />err? ',jx \\ <br />• 4724. \F'f . <br />\ m 1 MSM <br />♦yr: rO \\ L.H.E. FOR STORM SEWER CITY OF MADSION e. 1 TOM) OF MADISON t/► <br />:!r \ N r T BU ILD INC <br />\ ' SO. FT. (PERM.) <br />-n169500 <br />♦ rp ♦1 <br />\\ •'�i'r7Hp G \ I w <br />IS DAVID & MAW BALLARINE \ \ ; 1 <br />J• <br />\\ •?r:rir \♦ _ STA, 53+11.6± <br />r? ♦ STA. 51+76t <br />\♦ �i ♦ PAULINE SINAIKO EST. L.H.E. FOR SLOPES <br />STA. 49450± \♦♦ \ ;.;? n 55.0'± LT. 14A MADISON GAS & ELECTRIC CO. 3670 SO.FT. (TEMP.) <br />50' ± LT. \\ ./j, y y� \\ \ 1. H. E. FOR SLOPES ELECTRIC POLE LINE EASEMENT <br />152 SOFT. ITEMP.) M <br />\\ �' L.N. E. FOR SLOPES STA. 53+11.60 1190431530 TOWN MADISON <br />\\\ STA. 50+84± 1018 SOFT. (TEMP-) Si.03' Lt. i SLOPE INTERCEPTS <br />IMIDE ♦♦ 50'± LT. 'err:. • ° STA. 52+09 2 I <br />FRUIT L.H.E. FOR SLOPES ♦ '`:r::.:.:. "1:" <br />\ u S7 LT. <br />STAND 740 SOFT. (TEMP.) ♦ SIA. 50493.02 M:'',,• <br />\ 43.71' LT.. 1. P. ': "• •:r r: <br />-------------------- "----- N a-27'-03' 1 311 <br />1 EXISTING R/M_ _- Q +` 0 CONC. 4 <br />N a2T'-03' 1 4 4 SIGN BASE a <br />—B' SAN-- R. L. P1 53+17.34= <br />' •¢4 $ T. 53+11.52.9. dT' LT. m � 9 ILL. 50+79.18-- L. " <br />10'N'400.00 STA. $248 Y 380,432.12 EXISTING R/1 1 <br />P 52•-02' -23' X 1159.316 36 N 00 -0i' 1 <br />N a21' -03' / _ _. =:-:T: _= -arT:s*r=""r"""'� SECT ION LINE <br />8 R/1 ! ` � N 09-241-21P ! ' <br />srsT wvrsrrvrtz =-:aTr=- =Ts.Tr=n=:•rs=:r :- =�=::s:. �r-- :s :s:r�r_-s.:�- - - N a-24'-24' M� <br />N L INE 51 52 N 01-+2' X51' 1 SST) <br />" N 00-26'-50' 1 sin Son <br />TL 9. <br />SOTL 51TL T-11 •- a SURVEY T.L. 1 <br />SrTL'400.01 S 51°-3S'-35 1 se.00' I(r s Ia 9 Ia 9 <br />NET EXCEPTION TO - i I _ _ — _ _ _ _ _ <br />T -l0 N STA. 51410.0 TO STA. 51 1 \ 1 ' SI - -rT -rT1- - <br />4 <br />4T TV 450.65 10' 94°-10' -0i' \ <br />N SLOPE TERCEPT P�o <br />' <br />----' ----- N a -2P-03_1- e_SAtt - ------------- ��---------mss_ �..� STA. 51+IT± STA. 53+17.33 <br />- - \ 'a \\ <br />L. N. E. F ODES * 50. 7 ± IT. 3TSA RT.. 1. <br />P. ° STA. 54450± <br />111 SOFT. 1 GAS PUMP <br />X8 �LA. I HENRY G. & �Y L. GRIM i EXI�ION <br />\ING R/tT �`% STA. 52465# �`C CppppRBURR OA <br />50.0' ± RT. S . f1 JOSEPH It & RAYMOND G. ISLAND 45.01± <br />&ASON I 1lll I AM GRIM <br />I I <br />I I STA. 54450.00 <br />3o.006RT. s ♦ ♦♦ L. H. E. FOR SLOPES <br />38.00' RT. <br />I LOT 96 STA. 51465.35 �f�9y ♦♦ 13 i ♦♦\ 1212 SO. FT. (TEMP.) WISCONSIN BELL INC. 17 <br />33 j 50. 00' RT.. 1. P. ��\ I ♦♦ <br />I I — <br />I 'v <br />ROLAND ML t \\ a \\ <br />RUTH M, ROCKTELL �lj ' ♦\ <br />STA. 52451.13 <br />1 ' d I - ' 44.72' RT. �\ ♦\ n , <br />� \\♦\ ♦\\\ `~ • <br />Q--, FIRST ADD. ) T_f \LIM <br />TD---Bt5R OAKS <br />♦\ <br />34 <br />CITY OF MADSION TOM) OF WAD IS( �( ♦\ \\ <br />AIDED DESIGN / DRAITING ` <br />