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ASSESSOR CHECK SHEET POC SSESSONS PLATS--SECTION 70.27, WISCONSIN STATUTES This form is NOT the statute. It is a convenient guide to the statute. 'Applicable sections administered by DATCP [s. 236.03 (2), Wis. Stets.] Checked by: Date: 236.15 SURVEYING REQUIREMENTS (1) MONUMENTS (placed flush with the ground where practicable) NOTE: See s. 70.27 (6), Wis. Stats. (a) External boundaitier r } shall be monumented by stone or concrete, 30" long by 4" square or 5" in diameter with ` Y'od"imbedded; or iron pipes or rods, 30" long by 2" in diameter, or solid square or rouat••iran'bars less in diameter, min. wt. 3.65#/lin: ft. At all corners, ends of curves, point where curve changes radius, all angle points, and all angle points along the meander line (not less than 20' back from the ordinary high water mark or stream bank). (b) Internal boundaries, shall be monumented as in par. (a); at all block corners, each end of curves; at points in curve where radius changes; at all angle points. (c) Lot, outlot, park and public dedication corners, iron rods or pipes 24" long by 1" diameter, or solid square or round iron bars less in diameter, min. wt. 1.13#/lin. ft. (d) Lot, outlot, park and public dedication lines extending to lakes or streams shall be monumented as in par. (c); at intersection of line 4 amender line, not less than 20' from ordinary high water mark of stream bank. (f) Any durable metal, stone or concrete monuments may be used in par. (c) and (d). Must have magnet embedded near top or bottom and be uniform through plat. (g) DATCP may make other reasonable monumentation requirements to accommodate unusual circumstances. 236.20 FINAL PLAT (1) GENERAL REQUIREMENTS (a) - 1;" binding margin on left side and 1" margins on other sides. - Graphic scale not over 100' to 1" on each sheet showing layout features. [see s.70.27(5),Wis.Stats.] - Sheets numbered as sheet of sheets, if more than one sheet. - Subdivision and county name on each sheet. (b) - Original and recording document is muslin-backed white paper 22" wide x 30" long, prepared with nonfading black image. (Sheet size x ). (2) MAP AND ENGINEERING INFORMATION (a) All exterior boundaries. (b) All monuments, corners and other points established in the field; indicate material used, except that lot, outlot and meander corners need not be shown. A description of the monuments, including for metal monuments the kind of metal, the diameter, length and weight per lineal foot. (c) Exact length and bearing of all exterior blocks, public grounds, streets, alleys, and lot lines (except where parallel). 'Easements by center or boundary line length/bearing/width, or by width when parallel to other survey lines. Previously recorded bearings & lengths shown "Recorded as ". (d) Blocks, if designated, consecutively numbered or lettered in alphabetical order. (e) Lots and outlots in each block consecutively numbered. (L) Strict compliance with requirements of this section may be waived by the DATCP. 70.27 ASSESSOR'S PLAT (7) CERTIFICATE TO ACCOMPANY PLAT SURVEYOR'S CERTIFICATE Signed (a) The name of the governing body by whose order the plat was made, Date and the date of the order. (b) A clear, concise description, by gov't. lot, 4-4 section, township, Reg. No. range and county, otherwise by metes and bounds beginning with some Seal corner marked and established in the U. S. Public Land Survey. Acknowledged (c) Statement that plat is a correct representation of all the exterior boundaries of the land surveyed and each parcel thereof. (d) Statement that provisions of s. 70.27 have been fully complied with. DATCP/1988