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CCR2019091-Final Plat AttachmentFI L E N A M E : S : \ P R O J E C T S \ S 8 7 1 7 \ D W G \ S 8 7 1 7 F I N A L P L A T . D W G 36 36 31 31 31 -- 31 SE COR. OF THE SW (1/4) OF SEC. 31, T 5 N, R20E. FOUND CONC. MON. W/ BRASS CAP NW COR. OF THE SW (1/4) OF SEC. 31, T 5 N, R20E. FOUND CAST IRON MON. W/ CITY OF MUSKEGO BRASS CAP OWNER / DEVELOPER: COMMUNITY HOLDINGS, LLC ATTN: JOHN JEWELL S75 W17237 JANESVILLE ROAD MUSKEGO, WI 53150-9304 SURVEYOR: JAHNKE AND JAHNKE ASSOCIATES, LLC ATTN: PAUL J. JENSWOLD, PE JOHN R. STIGLER, PLS 711 W. MORELAND BLVD WAUKESHA, WI 53188 ATTN: (262) 542-5797 EMAIL: PJenswold@JahnkeAndJahnke.com INSTRUMENT DRAFTED BY JOHN R. STIGLER SHEET NO. 1 OF 3 SHEETS SURVEYOR NOTE: ALL DISTANCES HAVE BEEN MEASURED TO THE NEAREST TWO HUNDREDTH OF A FOOT AND COMPUTED TO THE NEAREST HUNDREDTH OF A FOOT. ANGLES HAVE BEEN MEASURED TO THE NEAREST THREE SECONDS AND COMPUTED TO THE NEAREST SECOND. LEGEND: - INDICATES IRON PIPE 18" LONG BY 2" NOMINAL DIAMETER PIPE WHICH HAS AN OUTSIDE DIAMTER OF 2.375" - 3.65 LBS. PER LINEAL FOOT. ALL OTHER LOT CORNERS MARKED BY IRON PIPE 18" LONG BY 1" NOMINAL DIAMETER PIPE WHICH HAS AN OUTSIDE DIAMETER OF 1.315" - 1.13 LBS. PER LINEAL FOOT. REFERENCE BEARING: THE EAST LINE OF THE SW 14 OF SECTION 31, T 5 N, R20E WAS USED AS THE REFERENCE BEARING AND HAS A BEARING OF N 02°40'38" W BASED ON THE WISCONSIN STATE PLANE COORDINATE SYSTEM (SOUTH ZONE) There are no objections to this plat with respect to Secs. 236.15, 236.16, 236.20 and 236.21(1) and (2), Wis. Stats. as provided by s. 236.12, Wis. Stats. Certified __________________, 2019 Department of AdministrationVICINITY MAP SCALE: 1" = 2000' SEC. 31, T 5 N, R 20 E 31 LAKE DENOON CR O W B A R D R I V E DATED this 17th DAY of September, 2019 REVISED this -----th DAY of ----------, 2019 THE WATERS OF LAKE DENOON ALL THAT PART OF THE NE 1/4 OF THE SW 1/4 AND THE NW 1/4 OF THE SE 1/4 OF SECTION 31, TOWN 5 NORTH, RANGE 20 EAST, CITY OF MUSKEGO, WAUKESHA COUNTY, WISCONSIN TOTAL SITE AREA:SITE ZONING:LAKE DENOON WATER ELEV. INFO: 1,243,450 S.F. CPD OHWM = 780.9 28.5457 AC. 100 YR = 781.2 ( FEMA 11/5/2014 ) WATER ELEV 4/6/18 = 780.9 VISION CORNER: The height of all plantings, berms, fences, signs, or other structures within the easement is limited to 24 inches above the elevation of the center of the intersection. No access to any roadway shall be permitted within the vision corner easement. RACINE COUNTY LINE NE COR. OF THE SW (1/4) OF SEC. 31, T 5 N, R20E. FOUND CONC. MON. W/ SEWRPC BRASS CAP S 2 ° 4 0 ' 3 8 " E 2 1 0 7 . 7 9 ' SE W R P C S 2 ° 4 0 ' 3 8 " E 2 6 6 2 . 7 2 ' ( M E A S . 2 6 6 2 . 8 8 ' ) EA S T L I N E O F T H E S . W . ( 1 / 4 ) O F S E C . 3 1 , T 5 N , R 2 0 E DR A F T