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Home My WebLink About1902824110012-01092015ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No.101 Minnetonka, MN 55345 Phone (952) 474-7964 Fax (952) 4748267 SURVEY FOR THE NEW OLD HOUSE CO. LEGAL DESCRIPTION: The North 85 feet of the South 195 feet of the East 105 feet of the west 135 feet of the North. Half of the South Half of the Northeast Quarter of the Northeast Quarter of Section 19, Township 28, Range 24, Hennepin County, Minnesota. SCOPE OF WORK & LIlVIITATIONS: 1. Showing the length and direction of boundary lines of the legal description which we are bmished. 2. Showing the location of existing improvements we deemed inoportan 3. Setting new monuments or verifying existing monum, to mark the corners of the property. 4. Showing existing contours and spot elevations. 5. while we show apo ro sed location for this home, we are not as familiar with your house plans as you and your architect and/or builder p are. Check our>'?o ro sed location and siting of the home and yard grades carefully to see that they match your plans before construction p begins. Also, we are not as &rniliar with local codes and minimum requirements as the local building official and zoning official in this commun0 are. Be sure to show this survey to these officials, or any other officials that may have jurisdiction over the home and its proposed location, and obtain their approvals before making decisions based. on this survey.. . 6. We have also provided a benchmark for your use in d g elevations for construction on thus site. The elevations shown relate only U that b c� and check at least one other feature shown on the survey whena Is FOUND IRON I 31.0 �..- ------------------- _J 100000 o00 L' ----31-1----- L_ Px1r��Dxsr CQ1QStSWA t l o WALLUMM ILAS'I�LII� DZM EMM to the benchmark vided on this survey. se en Pro � - 61 other elevations for use on this site or before beginning construction. cP �' - W Sf YMBOLS & CONVENTIONS: - --883- STANDARD S " 'c plug bearing State License Number 9235, set, unless otherwise noted. ' -£ ---- --- • Denotes 1/2 ID pipe with plash p g g � CATION: 882 1 ------ � CERTIFICATION: - - -CU OD 00 I herebythat this plan, specification, report or survey was prepared by me or under my direct ' ion and that I sin a duly �'co CD � p sP ,;�CA ; Lich Professional Engineer and Liaised Land Surveyor under the laws of the state of Minnesota. .' a , , ` SignatuuT: yaffnv. X �a�n Typed Name: James H. Parker BEFORE DEMOL IT ION AND GRADING BEGIN: 1. Install straw logs as shown on the plan around the perimeter of the construction area as shown on this plan_ 2.. install inlet protection at inlets to the storm sewer, system that recen�e storm water from areas to 1>e disturbed crrn this site using _r cad 1_)':tiirn Tool. Ial� Model o `` 3 (fits ro h cWhig for inlet,)!, �; : d }cairn Twp :flab ' lodel Rte 21 (tits rough olne ti g, for '27 " iiAetl_. or Road Drain Top Slab Model �4 G 305 7(;fits Neenah Cast t�It ;5_1 "x17 3/4" dirnensfons marnufactured ��IivI:CO,. 99 "1'iaeas DTT e. hakopee, I IT. 55 79, Phone (952: 233 3��5 5. 3. Sediment control measures must remain in place until final stabilization has been established and then shall be. removed. Sediment controls nnay be removed to accommodate short term construction activity but must be replaced before the ne train. 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 rack extending at least So feet from the street into the site and shall be underlain with peritneable geotextile fabric. The entrance shall be maintained during construction by top dressing or ��°aslning to prevent tracking or floxy of sediments onto public streets, walks or alleys. Potential entrances that are not so protected shall be closed by feuding to prevent unprotected exit from the site DURING CONSTRUCTION: 5. When dirt stockpiles have been created., a double rcnv of straw logs shall be placed to prevent escape of sediment laden runoff and if the piles or other disturbedareas are to remain hi palace for more than 14 days, they shall have seed applied by broadcast hand seeding and shall be covered with.hay. r. A dumpster shall be. placed on the site for prompt disposal of construction debris. These dumpsters shall be servic€d re ularly to prevent overflowing and blowifig onto adjacent properties. Disposal of solid wastes from the site Sha. I in accordance with Minnesota. Pollution Control Agency requirements. 7. A separate container shall be placed fcT disposal of hazardous waste. Hazardous wastes shall be disposed of in acccidance with NiPCA requirements. Concrete truck washout shall be in the plastic lined ditch shown can this plan for -CONCRETE WASHOUT"' 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. 10, Streets; alleys, sidewalks and outer public ways shall be inspected daily and if litter or soils has been deposited it shall prompptly be rerr�.o ed_ The contact person for this site is Mike Suinva�t, The New Old House Company, Z 2 282 8428, micharel a thenewyoldhoaseaa.cem 11. if necessary, vehicles, that have mud can their wheels, shall be cleaned before exiting the site in the rack entrance ai4s_ 12. moisture shalt be applied to disturbed areas to control dust as needed. 13. portable toilet facilities, shall be placed on site for use by workers and shall be properly maintained- 14. aintained14. 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 15. 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 21-113 at 100 lb/acre follow=ed by covering with A.11n,00T Type 1 Mulch at a rate of 2tons er acre_ Before .ap lying the seed and straw, water down the disturbed area t6 provide.some bond between She straw and soil anti, as necessary, anchor the hats to the sail by running over it with a construction vehicle after the straw has been placed. SITE WORK COMPLETION: 16. 'When final grading has been completed but before placement of seed or sod an -as built" survey shall be done Reg. No.: 9235 Date: January 7, 2015 -881 P`R�OPOBED NSW 4RM PES ED1M iCAT1CM ------ £ `� NOTES: 1. The revised location of the retaining wall east of the home as located on this survey did not result in a change in the size of the watersheds on the property. 2. The new retaining wall is less 1�an 4 feethigh at all points. Clio _-,839_ ; `- - CP Ae LFOXU W •�• , >---- - W30.4 i -------------------- 8 INCH POLYETHELENE v DRAIN TILE IN GRANULAR TRENCH INVERT = 880.4 SURVEYED: June, 2014` `��p" a�� s DRAFTED: June 24, 2014 REVISED: July 27, 2014 to show proposed dwelling, related improvements, grading, drainage and erosion control details for review and approval and possible revision. REVISED: July 29, 2014 to modify top of foundation elevation, grade at house, temporary erosion control specs. REVISED: August 1, 2014 to move home per new setbacks. REVISED: August 1, 2014 to show vegetation. REVISED: September 4, 2014 to show proposed window wells and grade. REVISED: September 52 2014 to show revised infiltration X section alter calcs. REVISED: September 16, 2014 to show revisions per meetings with city staff for review. REVISED: September 25, 2014 to show window sells and revised grade along south side home. REVISED: September 30, 2014 to show utility services per Edina record plans. REVISED: October 24, 2014 to show proposed catch basin over isfina drain line. REVISED: December 23, 2014 to show location of repent•g wall. REVISED: January 7, 2015, to revise rear dimensions of proposed dwelling and building coverage. 115;j , *:1T1:A,E n c LOCATED 1212?M14 NORTH OF PROPERTY UNE ; CORNER OF IRON FENCE IS i cgo i 1.5 FT NORTH OF PROPERTY LINE CORNER OF IRON FENCE IS ---1.3 FT EAST OF PROPERTY UNE 11`- TOP OF EXISTING\. SECTION OF PIPE -CB TO BE REMOVED WALL ABOUT 885.. TO BE REMOVED 0 TO BE REMOVED �� PROPOSED CB AT END OF EXISTING PIPE, GRATE 882.0. INVERT ABOUT 880.4 ADJUST TO FIT EXISTING PIPE AND ADJUST GRADING TO DRAIN TO CATCH BASIN. 2'�-ll,00lZ IRON BUILDING COVERAGE HOUSE LOT 20 2,208 SQ.FT. 8,925 SQ.FT. 24.74% GRAPHIC SCALE 0 10 20 WU ( IN FEET ) ,STO)?ff �lA rM? f114NAGEff�NT 14NI� E)?O,SION CONTROL PL�4N 14D�368 ,21115 Ol D� 14 ISP