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HomeMy WebLinkAbout3211721410060-03162015ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 225 0502 WWW.ADVSUR.COM SURVEY FOR: TEN FIVE CUSTOM HOMES SURVEYED: December, 2014 DRAFTED: December 17, 2014 REVISED: December 30, 2014 to show proposed storm water treatment area, proposed dwelling, related improvements, grading, drainage and erosion control details for review and later in day version B to show enlarged treatment area and changes in easement areas. REVISED: December 31, 2014 to show input by Nine Mile Creek Watershed. REVISED: January 19, 2015, to show small adjustment to boundary determination. REVISED: January 21, 2015, to show 10 ft side yard setbacks. REVISED: February 18, 2015, to show house mirrored and associated grading. REVISED: March 16, 2015, to show foundation as -built. LEGAL DESCRIPTION: The West half of Lot 40, Warden Acres, 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 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 and tabulating hard cover area and the area of the lot for your review and for the review of such governmental agencies that may have jurisdiction over hard cover requirements. 5. While we show proposed improvements to your property, we are not as familiar with your plans as you are nor are we as familiar with the requirements of governmental agencies as their employees are. We suggest that you review the survey to confirm that the proposals we show are what you intend and submit the survey to such governmental agencies that may have jurisdiction over your project and gain their approvals if you can before beginning construction or planning improvements to the property. 6. 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. STANDARD SYMBOLS & CONVENTIONS: I'V 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: Yamu , V V . PaAkvi, Typed Name: James H. Parker Reg. No.: 9235 Date: March 16, 2015 BEFORE; DEMOLITION AND GRADING BEGIN: 1. install silt fence around the perimeter of the construction area as shown on this plats. 2. install inlet protection at inlets to the storm sewer system that receive storm water from areas to be disturbed on this site usingg Road Drain Top Slab Model RO 23 (fits rou >h oTni ,for 2'x3' inlet), Road Drain Top Slab Mode RO 2.7 (tits muah o mng for ..7" inlet), or Road rainTop Slab Model F'< 3057 (fits Neenah Casting with 35-1.'4"xl�-3/ dimensions) manufactured by W1M<=0• %`.J9 Theis I>r vc, Shakopee, \4N. 55379, Phone (952) 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. 4. A temporary rock construction entrance shalt be established at each access point to, the site and a 6 inch layer of Ito 2 inch rock exeend,I at least 50 feet from the street into the site and shall be underlain wrth 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: 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 100 {b/acre followed by covering with spray mulch. 6. 7. A dumpster shall be placed on the site for prompt disposal of construction debris. These dumpstsne s0 s shall be serviced regularly to pprevent overflowing and blowing onto adjacent properties. Disposal of solid wastes from the hall in accordance with Mintesota Pollution Control Agency requirements. 6, A separate container shall be placed for disposal of hazardous waste. Hazardous wastes shall be disposed of in accordance with M PCA 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. Streets, alleys, sidewalks and other public ways shall be inspected daily and if litter or soils has been depposited it shall promptly be retnoved. The contact person for this site is Paul Burns; 612 $03 3158; p�rrrn•na ten fiyerLstomhomes.com 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 Ib/acre followed by covering with spray mulch. SiTE WORK COMPLETION: 17. Wlten 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. la. When any remedial grading has been completed, sod or seeding shall be completed including any erosion control blankets for steep areas. 19. 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. DENOTES EXISTING SPOT ELEVATION X 960.0 DENOTES PROPOSED SPOT ELEVATION ---9600 DENOTES EXISTING CONTOUR LINE DENOTES PROPOSED CONTOUR LINE -946 DENOTES PROPOSED STORM FLOW DENOTES PROPOSED SILT FENCE SF MV11 N19 1,50112 FOUZOAF10y (9 Z C9 Z F (n X W ENTRANCE ELEV.-932.1- 1 1 iv 1 1 m 1 1 I 1 i I 1 I 1 1 931.1 X930.4 SEC .77 ' 4 " ' 3 33 i -------�i+------- ► ^►-i ------ -�-i I { I ------------------- '---------- '---------- '---------- ;------------ -- --------- ------------ =11_ x, I i1 I I; i 1= 1,-11 rn I IL IISI 1� N 89°53'27" E --72.71-- V0 A, -72.71--'O,A, %0, '&Q,, 1 ��. gtia 10 I - O o i O) C6 T 0) O N O 1 KA 4.7 GARAGE X O GARAGE FLOOR 4. ELEV.-931.1 + T 14.6 -----1------------- PROPOSED - ---- - PROPOSED DWELLING FIRST FLOOR = 932.02 TOP FOUND. =X -Q0-0 _ GARAGE FL. =930.10 LOW FLOOR = 921.79 14.6- - L 7.0 _ AS -BUILT ELEVATIONS I o TOP FOUNDATION - 931.0 ---CONCR TE 10 FOUNDATION -_- 10 I rtl I I 6.0_ c 4 0_ _ -5.0; 1 I I I 1 I 1 T C/ „s94� • 7zs a 3 �;�" �• 333, � >�cn6 I i I 1 i I 1 i LEGAL DESCRIPTION OF WETLAND EASEMENT: That part of the West Half of Lot 40, Warden Acres, Hennepin County, Minnesota, which lies northerly of the following described line: Commencing at the northwest corner of said Lot 40; thence southerly along the west line of said Lot 40 a distance of 150 feet to the point of beginning of the line to be described; thence southeasterly in a straight line to a point on the easterly line of said West Half which lies 160 feet southerly of the northeast corner of said West Half and there terminating. 00 � Q 00 p) N cV p 1 O M i GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) co X EXISTING DWELLING GARAGE FLOOR ELEV. 9, ENTRANCE ELEV. 932.1 0 M o� 1 i /37070 4 I 1 s tea• 117-011•14�•®©60 ; 1 1 1 1 1 1 1 1 1 1 I , I _ ' FOUND IRON 1 WALK WALK --72.62 S 89°54'03" W- `-CONCRETE CURB BENTON A I/E. BENCHMARK (NGVD29 MANHOLE ELEV.-926. O