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Home My WebLink About3211721110019-10172014ADVANCE SURVEYING & ENGINEERING CO., 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 225 0502 WWW.ADVSUR.COM SURVEY FOR: ANDREW LASKE SURVEYED: August, 2014 DRAFTED: August 11, 2014 LEGAL DESCRIPTION: Lot 1, Block 5, Edina Highlands, Hennepin County, Minnesota. Contains: 15,427 Sq. Ft. 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 shown on the survey, have been shown. 2. Showing the location of existing improvements we deemed important. 3. Setting new monuments or verifying old monuments to mark the corners of the property. 4. Showing elevations on the site at selected locations to give some indication of the topography of the 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. 5. Showing your proposal to build an addition to the home on site with related improvements, grading, drainage and erosion control details for your review and approval and for the review and approval of such governmental agencies as may have jurisdiction over your project before you use this survey to make decisions. STANDARD SYMBOLS & CONVENTIONS: "0" Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless otherwise noted. CERTIFICATION: I hereby certify that this plan, specification, report or survey was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer and Licensed Land Surveyor under the laws of the state of Minnesota. Signature: Yamw,-�\, X ODdAv, Typed Name: James H. Parker Reg. No.: 9235 Date: October 11, 2014 N. < <7r a (' t L • 00 �q A ries, C) -;Lo -1 �f - BEFORE, DEMOLITION AND GRADING BEGIN: _ 1. Install, silt fence around_theperimeter of the construction area as shown on this plan. 2. Install inlet protection at inlets to the storm sewer system that receive storm water from areas to be disturbed on this site, using (toad E)rain Top Sfab Modt.1 lit) 1 3 (fits rough opening for x3' irdet). ft()ad l Hain Top 'flab Model RO 27 (fits rots�,h c�x:niar tar 2- inlet), or R+?ad Y�r<tin Top Slab Model f't, 36l 7 (fits ?`,'eenab fasting with :i7-U4`,cl 7-3/4" dimensions) nlaruil'actts.red by WlV1f't), 7�)9 Theis 1>rt a„ Shakopee, AIN. S5.?,?�1. k'ixone f�f721 233-3055. 3. 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. A temporary rock construction entrance shall be established at each access point to the site and a 6 inch layer of i to 2 inch rock extending at lea t 50 feet from the street into the site and shall be underlain with permeable geotextile fabric. The entrance shall be aintained 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. 5. When dirt stockpiles have been created, a double row of silt fence shall be placed to prevent escape of sediment laden runoff 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 1001b/acre followed by covering with spray mulch. 6. 7. A dumpster shall be placed on the site for prompt disposal of construction debris. These dumpsters shall be serviced regularly to prevent overt7owing and blowing onto adjacent properties. Disposal of solid wastes from the site shall in accordance with Minnesota Pollution Control Agency requirements. 8. A separate container shall beplaced for disposal of hazardous waste. Hazardous wastes shall be disposed of in accordance with MPCA requirements. 9. Concrete truck washout shall be in the plastic lined ditch shown on this plan for "CONCRETE WASHOUT" and dispose of washings as solid waste. 10. Sediment control devices shall be regularly inspected and after major rainfall events and shall be cleaned and repaired as necessary to provide downstream protection. 11. Streets, alleys, sidewalks and other public ways shall be inspected daily and if litter or soils has been deposited it s=181 in tltly be removed. The contact person for this site is Wayne Nodsle 612 306 7002 12. If necessary, vehicles, that have mud on their wheels, shall be cleaned before exiting the site in the rock entrance areas. 13. Moisture shall be applied to disturbed areas to control dust as needed. 14. Portable toilet facilities shall be placed on site for use by workers and shall be properly maintained. 15. 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. 16. 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: 17. When final grading has been completed but before placement of seed or sod an "as built" survey shall be done per Edina's requirements to insure that grading was properly done. 18. When any remedial grading has been completed, sod or seeding shall be completed including any erosion control blankets for steep areas. .LEGEND DENOTES PROPOSED SPOT ELEVATION ---9600 DENOTES EXISTING CONTOUR LINE - - - -;'4' � ._ _. _. DENOTES PROPOSED CONTOUR LINE 946 --- DENOTES PROPOSED STORM FLOW -1-001 DENOTES PROPOSED SILT FENCE SF — GRAPHIC SCALE 20 0 10 20 ( IN FEET ) ` 5 129 • �Y. - " � " ' - ,,.920-' u� it - ly .fiAV If t �! it S2 0 Ale \ % `A // + / f � a WALK it �• C16 ,Q�o ,�� ^> -,9 �Ejl\S2 S� F� i a �, - ' �04 0 'A3g tib \\ O N \ -A \\ V M cfl O1l �myt W 0 b _ , 9 / i '' l/�� Op05ED II3C'�OUT T ,�\ `7 \\ ._�� EpglC OCtC C0 W '— wto gc SFN CE arr t1cH14aRtc i1087 p0611 I 06g. 40 HYDRANT ELE1tt-915.17 N.GN.p. 1� CIRC o -�_,IV Ln L, t4 S7Io.Rff NATER ffAJ1N� OEff Y77 �4NI� EPOS.�O.N CO.NT.ROL PUN 140,561 2014 10 11 A &IP