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Home My WebLink About2017 Foundation As-BuiltLEGAL DESCRIPTION: Lots 3 and 4, Block 1, and Outlot 1, Tillson's Villa Carman. Subject to an easement for driveway purposes over that part of Outlot 1, Tillson's Villa Carman lying between the Southeasterly line of Blaine Avenue and the Northwesterly extension of the Northeasterly line of Lot 2, Block 1, Tillson's Villa Carman, to the Southerly line of Lot 1, Block 1, said addition. Together with a 15.00 foot wide perpetual easement for ingress and egress purposes lying over, under and across part of Lot 1, Block 1, Tillson's Villa Carmen, according to the recorded plat thereof, Hennepin County, Minnesota. The center line of said easement is described as follows: Commencing at the most northerly corner of said Lot l; thence on an assumed bearing of South 51 degrees 22 minutes 15 seconds West, along the northwesterly line of said Lot 1, a distance of 44.00 feet to the point of beginning of said center line; thence South 11 degrees 18 minutes 15 seconds West, a distance of 18.39 feet; thence southwesterly, a distance of 28.21 feet, along a tangential curve, concave to the northwest, having a radius of 135.90 feet, and a central angle of 11 degrees 53 minutes 30 seconds; thence southwesterly, a distance of 36.18 feet, along a reverse curve, concave to the southeast, having a radius of 137.62 feet and a central angle of 15 degrees 03 minutes 46 seconds; thence South 08 degrees 07 minutes 59 seconds West, tangent to said curve, a distance of 15.73 feet; thence southerly, a distance of 5.52 feet, along a tangential curve, concave to the east, having a radius of 13.00 feet, and a central angle of 24 degrees 21 minutes 00 seconds; thence South -16 degrees 13 minutes 01 seconds East, tangent to s.aid curve, a distance of 48.89 feet; thence North 89 degrees 11 minutes 06 seconds East, a distance of 25.61 feet to an easterly line of said Lot 1 and there terminating. The said lines of said easement shall be prolonged or shortened to terminate on said northwesterly and easterly lines of said Lot 1. SCOPE OF WORK: 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 and contours to show 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 map when determining other elevations for use on this site. 5. Showing and tabulating hard cover and area of the lot for your review and for the review of such governmental agencies as may have jurisdiction over hard cover requirements. 6. While we show a proposed location for this home or addition, we are not as familiar with your proposed plans as you, your architect, or the builder are. review our proposed location of the improvements 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. 7. Note that all building dimensions and building tie dimensions to the property lines, are taken from the siding and or stucco of the building. STANDARD SYMBOLS & CONVENTIONS: " • Denotes 1/2" ID pipe with plastic plug bearing State License Number 42379, set, unless otherwise noted. PROPOSED ELEVATIONS FIRST FLOOR (FINISHED) = 956.80 TOP OF FOUND. (VARIES) = 956.55 BASEMENT FLOOR (VARIES) = 945.60 GARAGE FLOOR = 945.60 TORNADO SHELTER FLOOR = 935.60 GRADING & EROSION CONTROL NOTES: BEFORE DEMOLITION AND GRADING BEGIN Install silt fence/bio roll around the perimeter of the construction area. 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 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 lb/acre followed by covering with spray mulch. A dumpster 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 trucks must reclaim and recycle all waste concrete. 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 and other public ways shall be inspected daily and if litter or soils has been deposited it shall promptly be removed. LE6EYT F,XI.STING CONTObRr EXISTING SPOT ELAWMI0.1V PROPOSED CONTObRr DRAINAGE' ARROF - FLOF SILT FE1VCL/STR4#` LOGS TREE REfOYAL AS—BUILT ELEVATIONS TOP OF FOUNDATION = 956.5 TOP OF FOUNDATION = 956.0 955 X 955.5 955 of 0 A , 09 / -_------- 00 / - / ok , / _ _ _/_ Instal/ Silt Fence'' 951 9 Exis A* Garage WlIII M. j Easement for ingress t _ _^ N , - 01 / and egress. R=13.00 L=5.52-' 1 � \ Z=2421'00" \ ++ Q;, \ \ 6" Pine \ `V t Cedar 25.61 �sr �� Q \ l f0" Tree J / i / / I ' 1 , / Corner of garage,' is ,1.2 North of the lad line. Frederick Street N 90,'00'00" E / - - -'33.00 `� , inFloor �- +/a d -7 05e Q!oP N ' O o - /� co N 8971 06 b ting t (/) \ \ 1B" Tree _ Ex/st. e x I S i I Q, Ret. ' -Wall ss� I j ng 7 e r / - Install Silt \ �`SO ` \ ArO� 0" e \ 16 \ . D Fence `, v v v �v Exist. 1 v -Conc. Woter `°' r' _ Feature , ti \aEosemeht for driverxoy �urposes �pe rotd o S 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. .� e5 56..�let. Wall q�,0 `sem trr r 9- - O o o ` lI /nsta/l Si/t �� ti Fence �� " Wd 116 1 q d3 5 �/`�� " �� EXISt%ng �X � � OBJ Ret. Install Rock ', ° '� 5 ' �� 4y X1(2 . e, �1 qo° for hot tub �� QD Construction ',7T 5 OQ�' �o ` - 94a `"9� 2ga,�� ,e9 52d 1•Z "' X65 Cedar, Tree Entrance `,N 76'\ 'ra Oo O�h 0 Per Notes OP .00 e.Ot Q) 6BW- -5. - i - ,► Q A (,l IN JPO 60 J 6 p 11 pQ V � �9y �e `` - -/ � � _95- -949 'Prop. y`-`7i'et. Wa// �� ----------._/ .947 9 , l _948 _ - _ -- _– - 3, 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 Orono 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. / n `�Propo ao - -- --� --- - - - - — _ - - ' a� c r Sed Hca "- _� -- _Jt/l. - __94 -A- -94 A-, - 94707W*- .-------- _ -_. __----._ - _--944-' ,," �4/-------*0 �s -943 47 SF-- _- +o '-Prop. Ret. Wa// 945 SV ol 944- - Install Si/t J- Fence 09, ' �' '�S r �, .►- � 0 j - _ - � — b � � � ;mss`'" / ,�, ' � / g i / _ ! - �� . ' j9'Q \IIIA 12" fret' / o"i 1500 �� •, ` 940------ v - Contour - ' n c RECEIVED FEB 01 2017 Advance Surveying & Engineering, Co. 5300 South Hwy. No 101 Minnetonka, Minnesota 55345 Phone (952) 474-7964 Web: www.advsur.com I HEREBY CERTIFY THAT THIS PLAN, SURVEY OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. Wayne W. Preuh # 43503 LICENSE NO. FEBRUARY 1, 2017 DATE I DRAWING ORIENTATION & SCALE N M M M CLIENT NAME /JOB ADDRESS MURP Y & CO. DESIGN 2480 CASCO PT. RD. ORONO, MN DATE REVISION DESCRIPTION 12/1/20171 FOUNDATION AS—BUILT DATE SURVEYED: OCTOBER 6, 2015 DATE DRAFTED: AUGUST 19, 2016 nl Ir -PT -ri" r - FOUNDATION AS -BUILT DRAWING NUMBER # 170035 SHEET NUMBER S1 SHEET 1 OF 1