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Home My WebLink About1902824310174-03302016o. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) DIT6' NO. 160161 FOUNDATION - SHEET 2 MVO PORCH 8.00 8 30 65 46.00 -EXISTING POURED WALL FOUNDATION 6 o84,20. 4 !!..5 GARAGE EXISTING 48" TREE 0 cn MI-4707 - r \ _ (I 1 4886.50 II 25 I Cn c) 0 cri Ii o , r;c13 co 'c n1 0 co , 4?, , Fn AS-BUILT ELEVATIONS TOP FOUNDATION: 884.50 PROPOSED DWELLING 1ST FLOOR: 886.20 TOP FOUNDATION: 884.51 BASEMENT FLOOR: 876.51 GARAGE FLOOR: 884.20 .9342 883.90 882.87 ,‘...‘G X884.10140\350 At\ co co 05" °P 6 xima41 --13570-- - - ' AMR- 24r --135.71 S 89°40'46" ,E-- BAK 0 13.00 /0 / / CONC. 35.3 WALK - 00\6-4° 884.00 6' S 89°42'09" E 34.7 2 FT DRIVEWAY EASEMENT OVER THE EAST 50 FT OF THE WEST 80 FEET (DOC. NO. 1734449) -4 883.8 -BUILDING SETBACK LINE PER PRELIMINARY PLAT. VERIFY WITH CITY BEFORE PROCEEDING. --8887 1- - - - -(71 - - g,D I x "-• 50.00 oa Qo -n --...'-' --- -7-- 1 25 1.--"'" 39.41., I 5 I 883.170X , I I I / 10 X 883.84 s 882.9 83.40 3.70 EXISTING DWELLING ..6W9 ).) I r - X883.60 e-- / 6, X883.90 I I 30 1(882.40 X882.20 II -' 00 • _Z• (.0 i<882.30 113 CO BUILDING SETBACK LINE PER PRELIMINARY i/ PLAT. VERIFY WITH CITY BEFORE PROCEEDING. EXISTING GARAGE 88350 883.50 _ ID ID BENCHMARK: 0 MANHOLE - EAST ,1 RIM ELEV.=881.98 I o 0 - I 4t r n I ik bu( ( / 5 61sticv-0 1FF CE Cr,a -°Y -01Y*-29 0179 •••n El7ST1NU CO.NTOUR 850 5K/877.NO SPOT .EIST0I2'/ON X 850.0 PROPOSED CONTOUR 850 PROPOSED EZEOITION/SPOT .ELEEITION 850.0 DR41AYCE AMON' - PLOY SIZT FENCE/STE/1ff LOOS - SF - TREE REMOVAL. 44.1 PROPOSED HARDCOVER HOUSE 1,852 SQ. FT. DRIVEWAY 700 SQ. FT. FRONT WALK 30 SQ. FT. PORCH 158 SQ. FT. TOTAL PROPOSED HARDCOVER 2,740 SQ. FT. AREA OF LOT 6,781 SQ. FT. LOT COVERAGE 40.4% ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 225 0502 WWW.ADVSUR.COM SURVEY FOR: NATE RAICH SURVEYED: February 9, 2016 DRAFTED: February 10, 2016 REVISED: March 30, 2016, to show foundation as-built. ADDRESS: 5825 Ashcroft Ave, Edina, Mn LEGAL DESCRIPTION: Lot 1, Fairfax 4th Addition, Hennepin County, Minnesota. SCOPE OF WORK & LIMITATIONS: 1. Showing the length and direction of boundary lines of the above legal description. The scope of our services does not include determining what you own, which is a legal matter. Please check the legal description with your records or consult with competent legal counsel, if necessary, to make sure that it is correct and that any matters of record, such as easements, that you wish to be included on the survey, have been shown. 2. Showing the location of existing improvements we deem necessary. 3. Setting new monuments or verifying old monuments to mark the corners of the property. 4. Showing and tabulating impervious surface coverage and the area of the lot for your review and for the review of such goverrnnental agencies that may have jurisdiction over these requirements to verify they are correctly shown before proceeding with construction. 5. Showing elevations on the site at selected locations to give some indication of the topography of the site. We have also provided a benchmark for your use in determining elevations for construction on this site. The elevations shown relate only to the benchmark provided on this survey. Use that benchmark and check at least one other feature shown on the survey when determining other elevations for use on this site or before beginning construction. 6. While we show a proposed location for this home, we are not as familiar with your house plans as you, your architect or builder are. Review our proposed location of the home and proposed yard grades carefully to verify that they match your plans before construction begins. Also, we are not as familiar with local codes and minimum requirements as the local building and zoning officials in this community are. Be sure to show this survey to said officials, or any other officials that may have jurisdiction over the proposed improvements and obtain their approvals before beginning construction or planning improvements to the property. STANDARD SYMBOLS & CONVENTIONS: "0" Denotes found iron monument, unless otherwise noted. CERTIFICATION: I hereby certify that this plan, speci Licensed Land urvey r under the Signature: Reg. No: 43503 Date: March 30, 2016 on, report or survey was prepared by me or under my direct supervision and that I am a duly the state of Minnesota. Typed Name: Wayne W. Preuhs BEFORE DEMOLITION AND GRADING BEGIN: Install silt fence/bio roll around the perimeter of the construction area. Install inlet protection at inlets to the storm sewer system that receive storm water from areas to be disturbed on this site using Road Drain Top Slab Model RO 23 (fits rough opening for 2'x3' inlet), Road Drain Top Slab Model RO 27 (fits rough opening for 27" inlet), or Road Drain Top Slab Model CG 3057 (fits Neenah Casting with 35-1/4"x17-3/4" dimensions) manufactured by WIMCO, 799 Theis Drive, Shakopee, MN. 55379, Phone (952) 233-3055. Sediment control measures must remain in place until final stabilization has been established and then shall be removed. Sediment controls may be removed to accommodate short term construction activity but must be replaced before the next rain. A temporary rock construction entrance shall be established at each access point to the site and a 6 inch layer of 1 to 2 inch rock extending at least 50 feet from the street into the site and shall be underlain with permeable geotextile fabric. The entrance shall be maintained during construction by top dressing or washing to prevent tracking or flow of sediments onto public streets, walks or alleys. Potential entrances that are not so protected shall be closed by fencing to prevent unprotected exit from the site. DURING CONSTRUCTION: When dirt stockpiles have been created, a double row of silt fence shall be placed to prevent escape of sediment laden =off and if the piles or other disturbed areas are to remain in place for more than 14 days, they shall be seeded with Minnesota Department of Transportation Seed Mixture 22-111 at 100 lb/acre followed by covering with spray mulch. A durnpster shall be placed on the site for prompt disposal of construction debris. These dumpsters shall be serviced regularly to prevent overflowing and blowing onto adjacent properties. Disposal of solid wastes from the site shall in accordance with Minnesota Pollution Control Agency requirements. A separate container shall be placed for disposal of hazardous waste. Hazardous wastes shall be disposed of in accordance with MPCA requirements. Concrete truck washout shall be in the plastic lined ditch shown on this plan for "CW" and dispose of washings as solid waste. Sediment control devices shall be regularly inspected and after major rainfall events and shall be cleaned and repaired as necessary to provide downstream protection. Streets, alleys, sidewalks and other public ways shall be inspected daily and if litter or soils has been deposited it shall promptly be removed. If necessary, vehicles, that have mud on their wheels, shall be cleaned before exiting the site in the rock entrance areas. Moisture shall be applied to disturbed areas to control dust as needed. Portable toilet facilities shall be placed on site for use by workers and shall be properly maintained. If it becomes necessary to pump the excavation during construction, pump discharge shall be into the stockpile areas so that the double silt fence around these areas can filter the water before it leaves the site. Temporary erosion control shall be installed no later than 14 days after the site is first disturbed and shall consist of broadcast seeding with Minnesota Department of Transportation Seed Mixture 22-111 at 100 lb/acre followed by covering with spray mulch. SITE WORK COMPLETION: When final grading has been completed but before placement of seed or sod an "as built" survey shall be done per City of Edina requirements to insure that grading was properly done. When any remedial grading has been completed, sod or seeding shall be completed including any erosion control blankets for steep areas. When turf is established, silt fence and inlet protection and other erosion control devices shall be disposed of and adjacent streets, alleys and walks shall be cleaned as needed to deliver a site that is erosion resistant and clean. DITO NO. 160161 FOUNDATION - SHEET 1