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Home My WebLink About2016 Grading PlanLEGAL DESCRIPTION: Lot 138, Spring Park, Hennepin County, Minnesota. LOT AREA: 11,780 SF ! 'N COPE OF WORK & LIMITATIONS: 48 1. Showing the length and direction of boundary lines of the legal description listed above. The scope of our services does not include determining what you own, which is a legal matter. Ski 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 observed existing improvements we deem necessary for the survey. 3. Setting survey markers or verifying existing survey markers to establish the corners of the property. 4. Existing building dimensions and setbacks measured to outside of siding or stucco. 5. Showing and tabulating impervious surface coverage of the lot for your review and for the review of such governmental agencies that may have jurisdiction over these requirements to verify they are correctly shown before proceeding with construction. 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. 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. 8. While we show the building setback lines per the City of Orono web site, we suggest you show this survey to the appropriate city officials to be sure that the setback lines are shown correctly. Do this BEFORE you use this survey to design anything for this site. STANDARD SYMBOLS & CONVENTIONS: Denotes iron survey marker, found, unless otherwise noted. f7 -z CITY OF ORONO SITE PLAN x GRADING PLAN APPROVED ❑ APPROVED WITH REVISIONS ❑ DISAPPROVED BY A"M 12:11MOL DATE 10 `LI • I a LL'GLNIO EXISTING CONTOUR EXISTING SPOT LLE'YATION PROPOSED CONTOUR PROPOSRD ELA'YATION/SPOT ELE'Y14TIDN DRAINAGEARROW - FLOW SILT FENCE/STRAW LOGS DATE I REVISION DESCRIPTION 9-29-16 1 REMOVED DECK AND ADJUSTED DRIVEWAY AREA 9s�5 945.5 SF DWG ORIENTATION N 0 10, 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 truck washout shall be in the plastic lined ditch 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. , -Light Pole a� O Streets 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 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. City of OrGno Planning & Zoning Plan Site Plan Review Date: PROVED C APPROVED VIIT'-! ,EVISIGNS (sec notes) 11 DEN°ED 950.9 Staff: _� t,� �-V ,�,, Y'� IN - - _ , ! Ex '/stin g Dwe/ling a I m Q ---------------- 73.9 0 IN 1rv_r > _ N ° 8350 41 Exs. I f a 3 1 Find Pinch f O ht� > 12' T�,e — — 760.29— } 0`' Gbl-c7ge �1 ��`"___-_ '--- _91.> ` �. -Silt Fence 47Found Nl ----_59�6 °0 Exist er yj/ o� ned G� Fla ole Q 0 co 56. 952 - - - - - - _ _ Saces i SF 3 c `o _ _ _ _�O '-endow Q Silt Fence- PROP. DWELLING well o ; d < Sewer Seg 9r c� 10.0 1 ST FL. = 955.05 N o h TOP FOUND. = 953.36 N h1 i se 16'" Tree �' � � �'P�°P° 2.09 p+ �-, "� S N ' � b. BSMT FL. = 944.70 i MjN 1 O ' L / c iT t h - , ` 9S �� `' o GARAGE FL. = 952.70 13.5 -Light Pole � €e�i,� , ' ' ` ¢ _ ` ` ` � � 6.0 952 B I Q � \ ` ` ` N -Install Rock 12" Tree Stone. 18" Tree \ ` _ h ui r ¢ - 0 (V Construction ` WO// - °— , ,9 Entrance (Refer � � � , � _ Wolk 30 � sem\ � IO O to Notes) Found Pinch T�—� ,Ret. Wall - 32:5 - - 95,28 � 3 e d ° _+-951 952 952 9 oy� 16' Tree 16" Tree �� I o _1 4 97 S -Silt Fence ca(6° S 'SF 83 52 2O „ E -Silt Fence ed %\mo° Goroge I Existing Dwelling v _ (b O SCALE I CLIENT/JOB ADDRESS D USTIN & CA SIE KINDL 2649 CASCO POINT ROAD ,0, 1 ORONO, MN SHEET TITLE PROPOSED SURVEY DRAWING NUMBER # 160775 JR SHEET NO. S1 Corr I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT DATE SURVEYED: Advance SUPERVISION AND THAT I AM A DULY LICENSED CIVIL ENGINEER U THE LAWS OF TH STATE OF MINNESOTA. FEBRUARY 6, 2016 SURVEYED BY: ADVANCED SURV. .Surveying & Engineering, Co. & ENGINEERING, CO. DATE DRAFTED: - Jos S. Rinke 5300 South Hwy. No 101 52716 Minnetonka, Minnesota 55345 Phone (952) 474-7964 ucENSE No. August 16, 2016w AUGUST 16, 2016 Web: ww.advsur.com DATE SHEET TITLE PROPOSED SURVEY DRAWING NUMBER # 160775 JR SHEET NO. S1 Corr