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Res 1999-96 RESOLUTION NO. 96 - 1999 RESOLUTION APPROVING A PLAT,P.S. #99-03,BY STEPHEN VARICHAK TO REPLAT PROPERTY TO ACCOMMODATE THREE SINGLE FAMILY RESIDENTIAL LOTS, GENERALLY LOCATED AT THE NORTHWEST CORNER OF GARDENA AND BENJAMIN. WHEREAS, the Planning Commission held a public hearing on July 7, 1999, and recommended approval of said plat; and WHEREAS,the City Council approved the preliminary plat for the VARICHAK ADDITION at the August 9, 1999,with stipulations attached as Exhibit A; and WHEREAS, the City recognizes that the VARICHAK ADDITION replaces the former Lot 2, Auditor's Subdivision 92; and WHEREAS, a copy of the VARICHAK ADDITION has been attached as Exhibit B. NOW, THEREFORE,BE IT RESOLVED,that the City Council approves the Final Plat for VARICHAK ADDITION and directs the petitioner to record plat at Anoka County within six months of this approval or such approval shall be null and void. PASSED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF FRIDLEY THIS 13th DAY OF DECEMBER, 1999. AN 1 J. ,i • ' Ey.ON-MAYOR ATTEST: DE Pdtt- A. SKOGEN- TY CLERK Resolution No. 96-1999 Page 2 EXHIBIT A STIPULATIONS APPROVED BY FRIDLEY CITY COUNCIL FOR PS 99-03 1. Grading and drainage plan to be approved by City's engineering staff prior to the issuance of any building permits, in order to minimize impact to the low area located along the northernmost edge of the property. The plan shall include retaining walls on Lot 1, immediately adjacent to the home, to assure a slope of twelve percent (12%), or less around the homes foundation. The plan shall also include a terraced drainage area, in the twelve foot drainage easement, to slow existing run-off and assure some saturation of roof-top run- off directed toward the pond. 2. The petitioner shall dedicate a 20 foot utility easement and a 50 foot drainage easement along north property line of proposed Lot 1. 3. No grading or land alterations shall be permitted within 50 feet of the north property line of Lot 1. 4. Provide proof that the old well located on the site has been properly capped or removed. 5. During construction, silt fencing shall be used where applicable. 6. The petitioner shall pay $750 per lot park fees prior to issuance of building permits. 7. Petitioner shall grant Code required 12 foot utility and drainage easement along the western boundary of the property. 8. Petitioner to pay all water and sewer connection fees. 9. The petitioner shall agree to preserve mature trees to the extent possible. All trees required to be removed for the new homes shall be identified on the proposed site plan for each house, and shall be marked on the site plan for approval by City staff prior to issuance of building permits. 10. A perimeter drain system, as recommended in the STS Consultants soil report submitted by the petitioner, shall be installed around the outside of each house basement, in accordance with FHA Special Bulletin 87-1. Backfill around and over the drainpipe shall be a free draining granular material such as three quarter inch to one and one quarter inch rock or pea gravel. 11. No silt soils shall be used as wall backfill, except for the uppermost 18 - 20 inches to act s a cap, as recommended in the STS Consultants soil report submitted by the petitioner. 12. All masonry shall be thoroughly braced internally prior to backfilling, as recommended in the STS Consultants soil report submitted by the petitioner. Resolution No. 96-1999 Page 3 13. The soil used as exterior backfill, for a distance of at least 18 inches from the walls should be free-draining sand in accordance with paragraph 4.5, of the STS Consultants., Project # 97479, dated July 27, 1999. 14. Silty soil from the site shall only be utilized to cap the backfill at the surface, as recommended in the STS consultants soil report submitted by the petitioner. 15. All backfill shall be sufficiently compacted so as to not settle after construction as recommended in the STS Consultants soil report. 16. All exterior grades shall be sloped positively away from the walls in all directions to reduce groundwater infiltration into the backfill, as recommended in the STS Consultants soil report. 17. Gutters and downspouts shall be installed on all three homes and shall direct all run-off from all roof areas to the west drainage easement. Approval of each home plan submitted will be in-part predicated on this information about how the downspouts and gutters will be designed and installed. 18. All door stoops should be supported on frost depth footings, as recommended in the STS Consultants soil report submitted by the petitioner. 19. Sidewalks and other slabs appurtenant to the building shall not be rigidly attached to the structure to allow free/independent movement, as recommended in the STS Consultants soil report. 20. No patio slabs shall be cast to extend under the sills of sliding glass doors, as recommended in the STS Consultants soil report. 21. A sub-base course of a minimum depth of 12 inches and consisting of pit run sand shall be installed below the conventional driveway pavement, as recommended in the STS Consultants soil report submitted by the petitioner. 22. Adequate compaction density of the footing subsoil, compaction of backfill around foundations and under the floor slabs, particularly the garage slabs will be required. To assure this is true, these phases of construction, as recommended in the STS Consultants soil report. 23. The final plat shall reflect a reduced the width of Lot 3 by 10' to 80' and said Lot 2 shall be reduced by 5' from 80' to 75' in width to provide a more level building pad for Lot 1.