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CCR2007152. . . COMMON COUNCIL - CITY OF MUSKEGO RESOLUTION #152-2007 APPROVAL OF CERTIFIED SURVEY MAP Michael Knudsen WHEREAS, A certified survey map was submitted on July 9, 2007 to finalize a two-lot land division of the Michael Knudsen property located on Hillendale Drive in the NW 1/4 of Section 8 (Tax Key No. 2190.994.025); and WHEREAS, The Plan Commission adopted Resolution #P.C. 077-2007 recommending approval. NOW, THEREFORE, BE IT RESOLVED That the Common Council of the City of Muskego, upon the recommendation of the Plan Commission, does hereby approve the certified survey map to finalize a two-lot land division of the Michael Knudsen property located on Hillendale Drive in the NW 1/4 of Section 8 subject to the conditions outlined in Resolution #P.C. 077-2007. BE IT FURTHER RESOLVED That this approval is subject to receipt of all fees required by Section 18.14 of the Land Division Ordinance, any special assessments which may be due, payment of any unpaid taxes, and approval of the City Engineer. BE IT FURTHER RESOLVED That a digital file of this certified survey map shall be submitted to the City in accordance with Common Council Ordinance #1118 and Resolution #196-2002. DATED THIS 28TH DAY OF AUGUST ,2007. SPONSORED BY: Ald. Noah Fiedler Deferred: 08/14/07 This is to certify that this is a true and accurate copy of Resolution #152-2007 which was adopted by the Common Council of the City of Muskego. 8/2007jmb BADGER BLUEPRINT COMPANY, INC. (262) 542-8200 , ' ,; ,~ORM BBC.1O1 . CERTIFIED SURVEY MAP NO. BEING A REDIVISIONOF A PART OF LOT 1 OF CERTIFIED SURVEY MAP NO. 10076, BEING A PARTOFTHESE ~ OF THE NW X OF SECTION 8, T5N, R20E, CITY OF MUSKEGO, WAUKESHA COUNTY, WISCONSIN. . NOTES, ]) O' ~~";;~~~~;~~iRON PiPE 1.13 LBS. PER LINEAL FOOT SET AT ALL LOT CORNERS UNLESS ') BEARINGS REFER TO THE WISCONSIN STATE PLANE CO-ORDINATE SYSTEM SOUTH ZONE INAD-27) J) A GRADING AND DRAINAGE PLAN MUST BE SUBMTITED AND APPROVED BY PUBLIC WORKS COMMITTEE PRIOR TO THE ISSUANCE OF A BUILDINO PERMIT, 4) AREAS ZONED W]TH SEWER DESIGNATION SHALL BE SERVED BY SANITARY SEWER. THE DRAINAGE EASEMENTS SHALL BE MAINTAINED BY TIlE RESPECTIVE PARCEL OWNERS. THE PARCEL OWNERS SHALL MAINTAIN SAID EASEMENTS IN AN UNOBSTRUCTED CONDITION SO AS TO MAINTAIN THEIR INTENDED PURPOSE. CONSTRUCTION OF ANY BUILDING. GRADING OR FILLINO IN SAID EASEMENTS ]S PROHmITED. THE PARCEL OWNERS GRANT TO THE CITY OF MUSKEGO THE RIGHT (BUT NOT THE RESPONSIBILITY) TO ENTER UPON SAID EASEMENTS IN ORDER TO INSPECT. REPAIR OR RESTORE SAID EASEMENTS TO THEIR INTENDED PURPOSE. EXPENSES INCURRED BY THE CITY FOR INSPECTION, REPAIR OR RESTORATION OF SAID EASEMENTS MAYBE PLACED AGAINST THE TAX ROLL OF SAID PARCEL OWNER AND COLLECTED AS A SPECIAL CHARGE BY THE CITY. 4) THE BUILDING SETBACK DISTANCE FROM A RIGHT-OF-WAY LINE]S 40 FEET. SIDE YARD SETBACKS ARE" FEET FROM ONE SIDE AND '0 FEET FROM THE OTHERS. THE REAR YARD SETBACK ]S 20 FEET, (SEE SPECIAL SETBACKS FOR LOT ]) 5) A 40 FOOT SETBACK IS BEING REQUIRED FROM THE NORTH LINE OF LOT ] DUE TO THE POSS]BLE FUTURE PLACEMENT OF A PUBLIC R]OHT -OF-WAY WITHIN THE 60 FOOT STRIP OF LAND ON LOT 2 FOR ACCEss TO LOT 2 IF IrS EVER SUBDMDED. BASEMENT RESTRICTIOH-ÇOOON[)WATE1\ ALTHOUGH ALL LOTS IN THE PLAT NAVE BEEN REVIEWED AND APPROVED FOR DEVELOPMENT WITH SINGLE-FAMILY RESIDENTIAL USE IN ACCORDANCE WITH SECTION 236 WISCONSIN STATUTES, SOME LOTS MAY CONT"N SOIL CONDITIONS WHICH MAY REQUIRE ADDITIONAL SOIL ENGINEERING AND FOUNDATION DESIGN WITH REGARD TO BASEMENT CONSTRUCTION, IT IS RECOMMENDED THAT EITHER A LICENSED PROFESSIONAL ENGINEER OR OTHER SOILS EXPERT DESIGN A BASEMENT AND FOUNDATION WHICH WILL BE SUITABLE TO WITHSTAND THE VARIOUS PROBLEMS ASSOCIATED WITH SATURATED SOIL CONDITIONS ON BASEMENT WALLS OR FLOORS OR THAT SPECIAL MEASURES BE TAKEN. SOIL CONDITIONS SHOULD BE SUBJECT TO EACH OWNERS SPECIAL INVESTIGATION PRIOR TO CONSTRUCTION AND NO SPECIFIC REPRESENTATION IS MADE HEREIN. LOT 1 BUILDING SETBACK: HILLENDALE (SE) - 40' SIDE (SW) . 15' SIDE (N) = 40' (POSSIBLE FUTURE R.O.w:] REAR (NW) = 20' . SCALE: 1" = ISO' LOT 2 296,393 S,P. 6.80 ACRES I ~ ~ I -' ;:~ !-------- ~ ~ ê~ I ih O::E I PARgL-l ~ ~~ I ~ t'::-O iS47"28'0"E ;;; I 50,00' ~ I PARCEL 2 L0Q 1---- ~ q ,----- ~,~ ~ I ~ ,-< <~I Cf) ë:~, N 47028'05" W 3 I 182.32' I CS.M: ~. 10076 LOTI -r - - - - l ,,--=~-==..J , '\. '\. P ARJ:;"EU I , '-- - _~~..:....!::L~1Q2. -.1 450' '\. í - - - - o--ã !0QLOT2 l!2\ '-<0- - 0 ~ ,-< ~\ N'-< . ~---~-- Cf) :il j\ LOU ",I ... &;1 gl ~I UI P ARJ:;"EU /' / / / // j\> "'//, "" ê\~>" ( :~', ", \~/ "'-' / '. ]...J / \',.. SCALE: J~' ',1"=2000' /*<, "'. /~ "'" /Q<<' ',~,,<J <.;~ VICINITY SKETCH NW Y. SEe. 8-5-20 . PREPARED BY: CHRISTOPHER J, KUNKEL &-1755 EDGEWOOD ENGINEERING GROUP, INe. 571 W23325 NATIONAL AVE. SUITE 5 BIG BEND, WISCONSIN 53103 SCALE:1 "=150' r----- 0 ISO' 300' EDGEWOO D ENOINEERlNG OROUP INC, 571 W13325 t~.;=;~"~~:rtt~~P~SlN 53103 ]f~;I,~;;~';"~~I::T~m "~~~~;';,~~n~.:~,~,~,~~~,,B,:~~~I~~r.,~~~}:,~,~,~~~~ ~ 1~~5. SHEET 1 OF 4