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HomeMy WebLinkAbout2009 B yy F ;t aW C.. e S SITE PLAN PREPARED FOR DREAM STRUCTURE LOT 131 OF THE PLAT C LAT OF TROY VILLAGE FIFTH ADDITION IN THE TOWN OF TROY, ST. ST. A JOHNSON P . BOX 105 CROIX COUNTY, WISCC (ISCONSIN RECORDED AT THE ST. CROIX COUNTY REGISTER OF 7F .O. BOX 105 P HUDSON, WI 54016 DEEDS OFFICE. 64 SURVEYOR MICHAEL ERICKSON \ 4~T©IY 7\%Jr0R M\9s 77UN 5\105nUo(M~] / NORTHLAND SURVEYING, INC. - - - - - - - - - - - - - - - - - - P.O. BOX 14 lU04 I X30 / ROBERTS, WI 54023 \ PHONE 715-246-7021 N86°00'00"E 210.00' o DRAINAGE EASEMENT - - - - - - - - - - - - - CURVE DATA TABLE \ x 865,0 - I BENCHMARK NUMBER C1 C2 RADIUS 367.00' 367.00' \ li X 807.9 ' -TOP OF REBAR Q ELEVATION - 866.00 CENTRAL ANGLE 12°33'30" 08°55'10" 8662 . CHORD BEARING S28°00'46'E S38°45'06'E \ \ X 869.7 X 8652• CHORD LENGTH 80.28' 57.07' ARC LENGTH 80.44' 57.13' \ LOT 131 \ 1.215 ACRES X 867.2 C1 \ x 870.0 \ 52.937 SQ. FT. 869.3 X 870.0 870.1 \ Ts x 869.1 X 866.0 LEGEND \ \ 1 \ 870.3 x assn x e66.1 X 877.3$ 2° \ 867. 9 \ 9 8.6 1 5/16" O.D. IRON PIPE FOUND \ \ \ / X 870.8 °ch oyA pO \ \ X 871.2 X y X 869.6 \5 X 866.7 O! 9°fx 866. 3/4" X 18" REBAR SET, WEIGHING \ \ \ X 872.4 870.1 Zs s <0 ~g A g x 867.5 ° 1.50 LBS PER LINEAR FOOT \ 3~ \ X v 870.2 ~oo Ao L7J o xyo° 5 OTC \ 870:0 'Oq S' 868.5 866.0 X 868.7 00 ("O X 101.0 SPOT ELEVATIONS X 870.3 X 871.0 `AL'SO ,5p i ~ X 870.5 \ BUILDING SETBACK (AS SHOWN) c~ 33 33 1~0 x 870.o ro GSA 1p 865.9 x 81 \ A 0x x 865.6 , X . \ \ X 868.7 °2 8693 10' UTILITY EASEMENT ~o ` OG9 X 870.3 \ 862.9 \ B \ X 864.8 bXX 868.1 X 867.3 X 861.5 ® NAIL SET \ r \ V~ \ 66.1 86X^6` 8621  X 869 .7 \ c~ J' X63 g \'V \ X 863.3 X \ Q j,, 862.7 ~a BUILDING SETBACKS ARE AS FOLLOWS X862.9 - 75' ROADWAY SETBACK FROM THE ROAD RIGHT-OF-WAY \ \ Oj ~ X 863.1 . , -MINIMUM OF 25' FROM SIDE LOT LINES. MAY BE REDUCED TO ``~~~~~UIIlNtNty! 10' IF THE DISTANCE TO THE NEAREST BUILDING ON THE ADJOINING LOT IS A MINIMUM OF 50' WITH APPROVAL FROM THE TOWN OF TROY. • J. 03rD -MINIMUM OF 25' FROM THE REAR LOT LINE MICHAEL J = ERlCKSON i 2 00 , S-2592 L4 LOT 131 HAS A MINIMUM FLOOD PROOF ELEVATION OF 866.00 HUDSON AS SHOWN ON THE PLAT OF TROY VILLAGE FIFTH ADDITION. Irv t'.'!S t q i S's 1 I I, Michael J. Erickson, Registered Wiscc certify that the above described and m< l~ t 1 JOB NO. 09-09 by me or under my direct supervision a representation to scale of the boundari( DATE: 2-25-09 REVISED 3-5-09 knowledge and belief. c_ t F t I