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Home My WebLink About2011 A TABLE A NOTES (LISTED PER ITEM NUMBER) LEGAL DESCRIPTION FROM CHICAGO TITLE INSURANCE COMPANY, FILE N0. KTW01410 1410 1: As shown. PARCEL l: 2 - Pr r - 24 1 r vi Driv H n I 4 1 Part of the NE 114 of the NE 114 of Section 31, Township 29 North, Range 19 West, City of Hudson, St. operty add ess 0 C est ew e, udso W 5 0 6. Fl z n f r r rt i z n X fr m firm m n m r 2 E M r h l 2 Croix County, Wisconsin, described as follows: Lot 2 of Certified Survey Map filed October 8,1991 in 3 ood o e o p ope y s o e o ap u be 55555803 8 dated a c 6, 009. 4- T l r I n r a i 1 r f Volume 9, page 2409, Document No, 474418. ota g oss a c h e s 93 68 squa e eet. - n r n 1 i n h n r fr m fi l r in m 1 m r 2 PARCEL 2: 5. Co toe s a d spot e evat o s s ow a e o e d su vey g data co p eted Septe be 8, 2011. Vertical datum is NAVD88 derived from St. Croix count HARK monumentation. Utility and drainage easements described in Declaration of Easements and Covenants recorded in the Y 6.-Pro ert is zoned B2. This information was inde endentl ac uired and not rovided b the Office of the Register of Deeds for St. Croix County, Wisconsin on October 8,1991 in Volume 918, page P Y P Y q P Y insurer. See the Hudson municipal code for more information regarding zoning requirements 73, as Document No. 474420. within this district. SCHEDULE B II NOTES: Height, area and setback requirements. Item 10: Document No. 460026 does not apply to the surveyed property. Front yard (Street) setback30 feet Item 11: Document No. 474420 cannot be plotted but describes multiple vv Side Yard: 20 feet cross easement uses between Lots 1 and 2 of the Certified Serve Ma in vv I Y P v Volume 9 Page 2409. ` Rear Yard: 25 feet ~V Item 12: Document No. 474422 and Document 477475 are blanket ` ~ ~ Max lot coverage: 80% covenants upon Lots 1 and 2 of the Certified Survey Map in Volume 9 Page v ~ v ~ , v, v ~ ~ ~ 7.,8., 9.,11.,13.,14.- As shown. 2409. v 17: No information regarding proposed changes in right of way was available. No evidence was v ~ ~ ~ ~ vv vv, ~`v w `v,~~, v CERTIFICATION v ~ ~ ~ ~ noted of recent sidewalk construction or repair. ~v, v, To: Convenience Store Investments, a Wisconsin limited partnership and Chicago Title Insurance Company: Company: 20.- As shown. `v, `vim `v This is to certify that this map orplat and the survey on which it is based were made in accordance with the 2011 ie 2011 ~ ~ 22: As shown. Mm>mum Standard Detail Requ>rements for ALTA/AGSM Land T>tle Surveys, ~omtly established and adopted by ~ ~ opted by ` ALTA and NSPS, and includes Items 1-6,7(a),8,9,11(a),11(b),14,17,20 and additional item 22 of Table A thereof. A thereof. ~ ~ zas~`~°~~~ ~'~"'~a~~ The field work was com leted on Se tember 28 2011. ~ ~ ~ ~ ~o ~ X845 NIti ~ v v v ~ ~ ~ ~ ~ v ~ ~ °.~,~~g ~ ~R ~ ~ ~ ~ ~ ~ Date: 1015111 Si ned: ` ~ ~cF ` ~ ~ ~ ~ ~ T R. Dod a 5-2484 ~ ~ v v ~ ~ v ~ v v ~ y g I ~ _ , v v , v vv v CURVE DATA TABLE (ALL LENGTHS IN FEET) ~ ~ ~ ~ ~ ~ ~ \ ~ \ NUMBER Radius Len th Central An le Chord Bearin Chord Len th Arc Len th ~ngth ~ / ~ v v ~ ` vv ~ 9 9 g 9 9 / / / ~~845 ~ ~ ` ~ AV ~ v ~ ` v ~ ~ v e re ~ u I ~ ~ ~ ~ C1 838,94 13 29 27 S72 53 53 E 197.08 197.54 ~v ~v,v ~ ~ ~ ~ , v , , ~ , ~ ~ N0~ C2 60.00 77°46 20 N42°40 50 W 75.33 81.44 l / ' ~ i~ I ~I w`v~ ~ v ~ v` ` ~ vv ~ ` ~FOGF ~ r~ r ~e / / / ~ I I v~ , v v vv ~ b, of C3 336,00 66°19 02 N32°59 36 W 367,56 388,91 ~ / I ~ x 83.53 I ~ v v ~ ~ ~ v ~ ~ v ~ ~ v ~ OFF e a s n / / \ Q I ~ A ~ ~ ~ ~ v ~ ~ ~ ~ v v ~ v ~ ` ~Mp C4 838,94 07°15 04 N83°16 09 W 106.09 106.16 / ~ ~ ~ \ ~ ~ ~ ~ / / i / ` ~ ~ ~ ~ ~ ~ ~ ~ _ ,BS~~, ~ ~ -862--- Z7 fTl / 47.71 ~ , ~ O D / ~ 1 1 ONCR~TE 8~ E~~~ ~ ~ CMG) i / / ~ I vv r~~ ~ ~ Z D ~ , ~ \ E _ \ ~ ~ ~ / ti \ ~ E ~ A ~ ~ ~ CO ~ ~E ~ _ _ OD ~E~,- E ~i / C4 G ~ ~ (n ~ E i l ~ ~ ~ 1 - - - - ~ ~'-----s__~--_-~ ~ ~ V ( Z~ 1 ~ - - v ~ I I ..r . ~ - D -p - ~ ~ / ~ ~ ~ I ~ ~~n~ / ~ 1 BITUMINOUS 6" I~ - - - ~ Z 1 m~--~_ ~ _ _ _ ~ ~ SANMH ss 1 11 1 !L_~_.__ ~ I _ ss ss ~ ak ~ w ~ ~ ~ RIM=844,6 I 8 SAN s s ~ s s ~ ~ ~ Q ~ INV=831.53 - - ..I - - / ~ s s ~ _ ~ w vi a I -..-G._ ss~ ~ss. SANMH Wpm ~ I ~ RIM 847.48 y~ ~ rn 8 4.20 l i I NV=838.23 ° Q w 0° wa>N 5. J3 N j ~ ~ rk~~~. E ~ ~~60.0' ,y - _ - _ _ n i / I I ~ ~ I ~ BENCHMARK- - - SCALE IN FEET 1 - 30 , , ~ ~ I N~ , / ~ - _ ~ ~ ' ' ? o ~ Ili ~4Z B l TOP NUT OF HYDRANT ~ ~ - ' ' 1 4S / I ~ / 3.P~~. ~ r . ~ ~ I ~ ELEVATION- 859.00 ~ 30 0 30 60 ~ 1 I'_/ I ---n cooLER % ` i i 1 / I ~ ~ I I co ~ ~ I 1 I ~ '12.3'i zl - rri ~ ~ GRASS I ~ I 'b i a l I I ~ ~I I ~ I ` BUILDING ~ ~ ~ r~4-, a~~slN I I 1/ ~ , , ~ / ~ ~ , T 1,~ I I 1/ II ~ 1 a~ I i BITUMINOUS / iVr ~ I ii ~ 1N 1 LEGEN ~ i, 1 I~ ~ I I I FLOOR ELEVATION o QI ~ ~IU,~=34,-_~~ I ~ r I I I I Il BOLLARD POST, iTYP I 848,05 ~ ~J ~ I ' 1 ~ I j I o b I I I I I PROPERTY LINE ~ I I I I l a I I i I r ~ ~ I 1 I I I I I I I I ~ ~ l I o I I x846.49 I I I i 9.1' I I ~ l I o l o I I i t ~ I 8 EXISTING 5FT CONTOUR m ~ I~ I° o I I I I I ~ ~-Bt~fl~--~'- - I I j ~ \ ~ I~ I o l I 1 ~ `I v, A ~ _ I I I ~ I ~f~ ~ l ~ ~ 4~ i - 1 7 ~i 1 ~i I ~ 0 4 I ; ~ ~ E~,4vE ~ h` ;nvs ~ i ' ~ EXISTING 1, T CONTOUR , I ~ ~ v~ I I I 1 \ I I ~ _ I ~ BITUMINOU CURB/SIDEWALK EDGE \ ~ S ~ 1 I - ~ 7.00`- ~ ~Y^ EXISTING SPOT ELEVATION ~ ~ I I ~ ~ , I x BENCHMARK- ~ I t J ~ ` ~ ~ i ~l I a I ~ i _ xxx.xx TOP OF WALL ELEVATION TOP NUT OF HYDRANT ~a ~ I ` ~ o ° a o ~ 4J _ ~ X I 19_ I ELEVATION 846.70 I ~ + q~- 1 I 1~ i ~ 1846. 41- I ELEVATIONS SHOWN ON CURB ARE CURB FLOWLINE. ~ ~ UNDERGROUND ~ d . ° ;p . ; ~ CATCH BASIN I / ~ 1 F n p 1 ~ 1 UEL TANy4S,TYP • . IM 846.52 I ~ 0 I OG CONCRETE ~ ~ ~^,4'12? I ~ ~ ~ ° . - I ~ Cu EXISTING BITUMINOUS EDGE I _7 I ~ , I ~ ~ ~ SiIVIINLcI ~ 1 ~ I ~ _ ~ ~ -,~84G.99 I I 1 ~ RIM-843A~ ~ I ,l v ~ ~ _ _ _GApICPY°ED~E , ~ I I ~ ~i ~ 1 INV=837.9 I - - Ir^ ha ST INLET I ~ ~ r ~ ~ ~ / ~ ~.I ~ ~ - - I 4'~ . i o I EXISTING CURB AND GUTTER - w t 1 L.IJ ~ RIM 843.32 a. 1 P I INV~837.22 ~ RC I i 0 0 C7 La\ , , ° o I_ ~ I a. EXISTING CONCRETE EDGE I xa43.ss 1 1 cv ~ I 1 m ~ I I I ~ ° Ah., ~ j Ca 'PORTP ~ I ~ ui O I O OST I l~ ~ I ~ ~ I ) ~ ~ , TY'r' O ~ _ I tXISTING IRCCS AND QUSHLS O ~ ~ o ~ ~ Z 1 n~. ~ ICI \ I I / 1 _ ~ I n / I 1 - - II I~ ~a/ / ~ ~ 1 _ I d~ ~ ~ ~ I t I 4.2s ~ ~ - - U ?!.ISTING WATER LINE APPROXIMATE ~ ~ I ~ I I 1 ~-3;'~~ ~ ~ I `vCONCRETEISLAND,TYP I ~ ~ ~ ~ ~ W 1 ~ ~ ss ss ss ~ ~ Q4.8v4 ~ ~ ~ ' - --al _ , EXISTING SANITARY SEWER LINE ~ ~ ~ ~ vv I x~ - sTM sTM sr~ ~ ~ I I SM \ ~ ~4&. ` 1 I \ ~ BITUMINOUS J ~ ";ISTING STORM SEWER LINE ~ 1 ~ ~ ~ I ~ a l ~ ~rJ1~ ~ m ~ I ~ - F F F ~ cnCC ~ / Z 1 ~ I~ C~ , _ ~ 1 .STING UNDERGROUND FIBER OPTICS LINE ! ~ JP N I I ~ C~ ~ ~ 1 ~ l I 1 ~ ~ ~ 11 ~ / m 1 >~="^:G UNDERGROUND GAS LINE ~ ~ ~ ~~~~h I ~ i p I I ~ I ~ r ; I _ I J fl I a~ I i f _ I E E I- ~ ~ I i ~ I i I `r I / ~ ~ ~ N7 I / r EXISTING UNDERGROUND ELECTRIC LINE ~ ~ V ~ Or ~ o I I i I I ~ ~ a I ~ I i' ~ ~ I I ~ ~ ~ I, I i l i' II f ~ IP;~' _ EXISTING UNDERGROUND TELEPHONE LINE ~ I ~ ~ ~ ~ ~ , o.E. o,E. o.E. ~ ~ l ~ 84567 xd~~5'r BITUMINOUS EXISTING OVERHEAD ELECTRIC LINE I ~ ~ F ~ A ~ ~ ~ / ~ r~ ~ ~ r-/ ~ ~ ~A TRAFFIC STRIPPING/MARKINGS / C' ~ ~ ~ANOSCAPING`'~~ ~ ,sa5~ ~ - ~ ~ / ~ GRASS ~ ~ ~ ~ ~ SANMH s ~ l~ ~ ~ ti~ Q \ EXISTING GATE VALVE ~ rn r ~ RIM=844.36 ~ 44P ~ ~ ~ %I INV=830.41 i ~ ~ ~ ~ EXISTING HYDRANT `J ,~-84s, ti ~ i,ATCFti BASI ~ I STM INLET SPA INLET ~ \ RIM=~R4~56 ~ ~ EXISTING SANITARY MANHOLE RiM ena.oa RiM=8x3.37 ~ ~ ~ INV-839.08 INV=837.47 ~ ~ 1 89.63 ~ `b N8134'p ~ ~ i GRASS ~s Owl EXISTING STORM SEWER MANHOLE ~ ` 52.30 / E ~ sM 581 °34'0 ~ / / 33 ~ / EXISTING STORM SEWER INLET e ~ 21' ~ ~ A~ _ _ 18 E E i / ~ ~ EXISTING POWER POLE AND GUY z ' l D EXISTING TELEPHONE PEDESTAL ~ 1 ~ EXISTING ELECTRIC PEDESTAL sroRM~, ~ f OR TRANSFORMER RIM=84G,66 / ~ EXISTING LIGHT POLE iniv=s3~.~7 r BITUMINOUS l EXISTING GAS METER s, ~1 1 _ _ ~ ~ti 1 ~ 6 ~ TRAFFIC SIGNAL RAP 1 ~P _ ~ ~ ~ S6" RCP 36"RCP _ Q ELECTRIC MANHOLE _ ~ STM ~ EXISTING SIGN, TRAFFIC OR sroRM MH PRIVATE P.IM=846.18 sT INV =835,88 ~ FOUND 1-1 /4" IRON PIPE ~ SET 1" OUTSIDE DIAMETER BY 18"LONG IRON PIPE WEIGHING 1.13 LBS/ LIN. FT. sM SET BERNSTEN SURVEY MARK NAIL ( ) RECORDED DISTANCE DRAWN BY: TRD = PROJECT: CORPORATE OFFICE BRANCH OFFICE m ~ 406 Technology Drive East 2920 Enloe Street CHECKED BY: TRD z Suite A Suite 101 ~ Henamonie, WI 54751 Hudson, WI 54D16 DATE: 10 5 11 Te1715-232-8490 Te1715-381-5277 ~ _ DWG FILE: 7069-001 Fax 715-232-8492 Fax 715-381 5338 HUDSON, WI 54016 men@authconsulting.com hudson@authconsulting.com REF FILE: U ~ 011S11 111 aSSOCIa eS an urve 111 JOB NUMBER: - 7069 001 REVISION DESCRIPTION: NAME: DATE: DATE: