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Home My WebLink About2017 Grading Plan 1 of 2LEGAL DESCRIPTION: Lot 6, Block 5, including that part of the vacated Southwesterly 34 feet of Kelly Avenue lying between the extensions across it of the Northwesterly and Southeasterly line of said. Lot 6; That part of Lot 7, Block 5 lying Northwesterly of a line drawn parallel with the Southeasterly line of said Lot 7 from a point on the Northeasterly line of said Lot 7 distant 62.5 feet Northwesterly from the most Easterly corner of said Lot 7 to the shore of Lake Minnetonka, including that part of the vacated Southwesterly 34 feet of Kelly Ave. lying between the extensions across it of the above described parallel line and the Northwesterly line of said Lot 7, All in Townsite Of Langdon Park. The Southeasterly line of that part of Lot 7 described herein marked by Judicial Landmarks set pursuant to Torrens Case No. 5858: SCOPE OF WORK & LIMITATIONS: I. 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. 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. 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.. 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 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. DenotesSTANDARD SYMBOLS & CONVENTIONS: •noted. • 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. • Contractor shall install inlet protection on all existing storm sewer inlets in accordance with the city standard ; -tails. Inlet protection shall also be provided on all proposed storm sewer inlets immediately=-ollowing constructioe inlet. Inlet protection must be installed in a manner that will not impound water for extended periods of time or in a manner that presents a hazard to vehicular or pedestrian traffic, DURING CONSTRUCTION: A 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 MPGA 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 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 Minriesota Department of Transportation Seed Mixture 22-111 at 100 lb/acre followed by covering with spray mulch. • Erosion control measures shown on the erosion control plan are the absolute minimum. The contractor shall install temporary earth dikes, sediment traps or basins and additional silt fencing as deemed necessary to control erosion. 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. Ii • Contractor shall maintain positive drainage of a minimum 2% slope away from proposed building. FOUND IRON W/ CAP - \ , -INSTALL ROCK CONSTRIC RON ENTRANCE PER NOTES 0 •� APPROk/,WAS fpoE or W A 7E7f? r , to\ 'I \ city gond Planning & Zoning Plan Review _N- 7111 > IV Site Pian Review Date: J vim, (� —INSTALL SILT AP ODD VViTH REVIS / �/ PPROVE IONS see ) 959- FENCE/BIO ROLLI DENIED 96 461 Staff: i _. �✓ i , `% — F�ROR-OSED RE AINONG J4 ALS, r l '-MAX IlE`IGHIT INSTALL SIL T '' \ \ \ \ ` , / ' < - 9Q/V, r \ FENCE/BIO ROLL ` CITY OF ORONO �� o/�, vis , �� VA\ I�� 'i ; SITE PLAN _GRADING PLAN 0 APPROVED APPROVED WITH REVISIONS see A,1 ❑ DISAPPROVED €"`� `° "� 4-3 DATE 16 oc.7 I - ORONO COPY RECEIVED sa4) 9 v +7,L.OCT 16 207 CITY OF ORONO E,1YS'T11Vt ' MW7OUR 925 PROPOS:9 CONTOUR 19,25 sr s , PR41%5[ i.T, , l4R O#r — l'LOK s s s / r r 1g1?r ' ®Vans r' 1g = SILT FrL�rff/sTR4 Lacs S s s r lot, rr rr s r s ti''✓ rs'r qts- ,' rrr s ss ti� Y r rss �9 cy C0_1VCRff7F #,r4 0brT ARE4 'USTINC� TREE' TO RERL' OY�P SurveyingAdvance & Engineering, Co. 5300 South Hwy. No 101 Minnetonka, Minnesota 55345 Phone (952) 474-7964 Web: www.advsur.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL CIVIL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ja a S. Rinke 52716 LICENSE NO. AUGUST 3, 2017 DATE DRAWING ORIENTATION & SCALE 0 40' 80' 'IYI . 91 At 2 JP f t'REVISION WIMOVED HOME & REGRADED 1 SHEET TITLE � Pi`SITE PLAN SHEET 1 OF 2 2ek2_5 Ke11V A -VP-- 2017 -° 010-15 N w }u-