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Home My WebLink About0702824410069-01272015ADVANCE SURVEYING & ENGINEERING CO. STANDARD SYMBOLSDpipe &CONVENTIONS: 1 Denotes 1/2 ID pipe with plastic plug bearing State License Number 9235, set, unless 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 225 0502 WWW.ADVSUR_COM otherwise noted. SURVEY FOR: LANDMARK BUILDING CONTRACTORS CERTIFICATION: I hereby certify that this plan, specification, report or survey was prepared by me or under my SURVEYED: July, 2014 DRAFTED: July 3, 2014 direct supervision and that I am a duly Licensed Professional Engineer and Licensed Land REVISED: November 12, 2014 to show proposed new home, related improvements, grading, drainage and erosion Surveyor under the laws of the state of Minnesota. control details for review. REVISED: November 19, 2014 to show south wall of proposed new home moved north 1 inch to get 6 foot side yard and Signature: Yarm .& X 0:'ativiv Typed Name: James H. Parker Reg. NO.: 9235 change house elevations per architect's email. REVISED: December 1, 2014 to show proposed connections to sump drain line on Alden and revised grading. Date: January 27, 2015 REVISED: December 2, 2014, to adjust datum. REVISED: December 31, 2014, to show above grade window wells for flood protection. T� S U ' 01 _ s REVISED: January 2, 2015, to show revised window wells per 12/22/2014 house plans.O o�.3 REVISED: January 27, 2015, to show the foundation as -built. ADDRESS: 4237 ALDEN DRIVE, EDINA, MN Too 11�- 0109,2 - 2,+ 14 1 LEGAL DESCRIPTION: The South half of Lot 43, Morningside, Hennepin County, Minnesota. �•�+' JoFido SCOPE OF WORK & LIMITATIONS: 1. Showing the length and direction of boundary lines of the above legal description. The scope CnE 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. Showingelevations on the site at selected locations to give some indication of the topographyof the site. The BENCHMARK: :� � MANHOLE elevations shown relate only to the benchmark provided on this survey. Use that benchmark and check at least one other ELEV.=904.5 feature shown on the survey when determining other elevations for use on this site. N192sD 5. Showing your proposal to build a new home on the property, 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. PROPOSED PLASTIC LINED DITCH FOR CONCRETE WASH OUT ---------- BEFORE DEMOLITION AND GRADING BEGIN: 1. Install silt fence around the perimeter 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 usingRoad '[)rain Top Slab Model RO 3 (fits rough o ring fear TxY inlet), Road brain Top Slab Model RO ? (fits rough opening for 27" inlet), or l�E9ad Drain Trap Mab Model CC, 3' 05 7 (fits .Neenah Casting with 35-1/4"x.17-3/4" dimewsions) manufactumd by WIMC:.O, 799 Theis Drive, Shakopee, MN. 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 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: 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 wil 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 overflowing 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 be placed 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. Streets, alleys, sidewalks and other public ways shall be inspected daily and if litter or soils has been deposited it shall promptly be removed. The contact person for this site is Dan Schaefer; 612 817 5483; danWandmarkbufldco.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 lb/acre followed by covering with spray mulch. F. V1Z1 tA►1f7 ZKl7u 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. 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. 20 34.3 INLET 903.2 - - 4 INCH LINE TO " CITY SUMP DRAIN LINE 'JIFOUND o IRON ; rn G -INLET 904.7 4 INCH LINE TO CITY SUMP DRAIN LINE 3 ------------3------- EXISTING DWELLING r 89°55'35" E / ;n 903.7 X903i6 7* '--199'76' - / l r N -904 oL�o90I a <.� rte• 52 Lo. DECK N Lo LO '. Foundation location o r- r- top of foundation 906.14 HOUSE 732 _-----� 905• 1 218 OLD I ST FLOOR = 906.90 V doh PROPOSED DRIVE & �.TEMP. _ --yo5 ROCK CONST. V ENTRANCE 1 j 32.3 LOT 9 f 97 9 SQ. LOW FLOOR = 897.49 COVERAGE % 10.97% 3 FT. NON COVERAGE IMPERVIOUS 414 -----32.38 -., n PROPOSED SOIL 452 ri STOCK PILE WALK 116 L�� L TOTAL IMP. 1,807 SQ. 'JIFOUND o IRON ; rn G -INLET 904.7 4 INCH LINE TO CITY SUMP DRAIN LINE 3 ------------3------- EXISTING DWELLING r 89°55'35" E / ;n 903.7 X903i6 7* '--199'76' - / l r N -904 oL�o90I a <.� rte• 52 Lo. DECK N Lo LO '. Foundation location o r- r- ==* C �9 , W DRIVE'.5� `0 905.8 5.5 PROP6SED SOILno 16 r a STOC� PILE o Top of fo anon 05.641 o 'ROP. POURED o ' :ONCRETE WIND W VELL TOP = 905.6 In � _9p3' WALL - r<, 73 -- °°STING GARAGE N 89'57'50" E -PROP. POURED EXISTING DWELLING CONCRETE WINDOW WELL TOP = 905.6 EXISTING BUILDING top of foundation 906.14 HOUSE 732 i PROPOSED DWELLING 1 218 OLD I ST FLOOR = 906.90 j j FIRST FLOOR = 907.38 1 -i TOP FOUND. = 906.2 1 1 GARAGE FL. = 905.8 , LOT 9 f 97 9 SQ. LOW FLOOR = 897.49 COVERAGE % 10.97% SQ. FT. NON COVERAGE IMPERVIOUS 414 144 v FT. DRIVE 452 ' FT. ==* C �9 , W DRIVE'.5� `0 905.8 5.5 PROP6SED SOILno 16 r a STOC� PILE o Top of fo anon 05.641 o 'ROP. POURED o ' :ONCRETE WIND W VELL TOP = 905.6 In � _9p3' WALL - r<, 73 -- °°STING GARAGE N 89'57'50" E -PROP. POURED EXISTING DWELLING CONCRETE WINDOW WELL TOP = 905.6 EXISTING BUILDING COVERAGE HOUSE 732 SQ. FT. SHED 218 SQ. FT. SHED 145 SQ. FT. TOTAL COV. 1,095 SQ. FT. LOT 9 f 97 9 SQ. FT. COVERAGE % 10.97% SQ. FT. NON COVERAGE IMPERVIOUS DECK (<150) 144 SQ. FT. DRIVE 452 SQ. FT. WALK 116 SQ. FT. TOTAL IMP. 1,807 SQ. FT. IMPERVIOUS % 18.110 GRAPHIC SCALE PROPOSED BUILDING COVERAGE HOUSE 21236 SQ. FT. DECK 210 SQ. FT. TOTAL COV. 2,450 SQ. FT. DECK CREDIT - 150 SQ. FT. NET COVERAGE 2f296 SQ. FT. LOT 91 97 9 SQ. FT. TOTAL COV. 23.00% NON COVERAGE IMPERVIOUS DRIVE 598 SQ. FT. WALK 55 SQ. FT. TOTAL IMP. 3,099 SQ. FT. IMPERVIOUS % 31.060 IOrw. No. 150033 23015 OI ,27 TB A