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EBALTE_R0bDW Y_AIyD-DEYELQPMENI_LGREELENI TH 1 S AG REEMENT, made and entered I nto th I s d'6 day of �f{%��€� �� 1985, by and between the Ci ty of Lake E I mo, a Mi nnesota Mu € cI pa I Corporati on (hereinafter called "City") and Joseph E. Kaiser (hereinafter called "Devel oper") , WITNESSETH: WHEREAS, the Developer desires to obtain a building permit to construct a rest dent! al dwel I ing on property owned by Developer in the City of Lake Elmo; and WHEREAS, the City has granted the Developer a Road Frontage Variance to at low construction of the aforementioned dwel i Ing on a parcel of land which does not abut on a public right-of-way; and WHEREAS, both the City and the Developer wish to provide for adequate ingress and egress to the residence following its construction; NOW, THEREFORE, and In consideration of the respective agreements and undertakings herein contained, it is agreed by and between the parties as follows: 1. Developer shall, along with Jim Friedrich, execute a deed to the City for the 33 foot right-of-way from 31st Street to the east I Ine of the Kaiser parcel (Parcel 36-37015-4305). 2. Developer shall provide an easement, 30 feet in width, along the north fine and along the east I i ne of Developer's property as an access to the Jim Friedrich property, Parcel 36-37015-4300. 3. Developer shall construct and thereafter maintain a private road on the above described right-of-way and easement, 22 feet in width, from 31st Street to approximately 450 feet east to the point where the Kaiser driveway would turn south. The private road shall be 22 feet in width as measured after the finished bituminous surface Is in place. The subgrade shall be graded to provide a uniform crown in the center of the road. Ditches are req u i red In the cut sections to provide drainage. The bottom of the ditch sh al I be a minimum of one (1) foot deep below the edge of the road. The €nslope from the edge of the road and the backslope out of any ditch shal I not be steeper than 3: 1 . Culverts shall be placed at the low point In the road or wherever surface water will accumulate. Sufficient fill shall be placed so that the road Is at Ieast one foot above the highest anticipated level of the adjacent pond. The Compaction Method. The subgrade shal I be toi eranced and a four (4) inch minimum thickness Class 5 gravel base constructed thereon.