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HomeMy WebLinkAbout1802824110042-06252008BLDG SETBACK U) PREPARED FOR elnirrinn Wire mesh reinforcement (optional) Engineering fabric Metal or w • I. Posf or slake direction of fungi, flow Natural soil " / • *. SILT FENCE MUST BE INSTALLED PRIOR TO ANY INSPECTIONS Fabric anchorage trench backfill wish ../../.0...„. • tamped natural soil Inch minimum . • . . • 6 inch minimum HOUSE#471 30'ELDER CA CO •4 -881 HARDCOVER & AREAS O kind parcel surveyed (property) 19,152 SQ. FT. A driveway 1,502 SQ. FT. t3 building 2,599 SQ. FT. existing hardcover (B) 2,599 SQ. FT. 13.6 % Prop. Add. 308 sq.ft. Total Prop.sq.ft.2907 =15.2% I hereby certify that this survey was prepared by me or under my direct supervison. I am a duly registered land surveyor un de of the State of Minnesota. Frank R. Cardarelle, L.S. Registration No. 6508 1-97-2008 Rev.Date 6/25/2008 if:se 7/q .4 4 56.6' BLDG SETBACK proved Gradi Dra!nage Plan required prior to a tering any grades Ond/or drainage a 4 4 ASIN ?)'' . - • 4 (1, Note: Depending upon cost turatlen. atlach fabric to wire mesh with i1i rings. steel pods with tie wires, or wood pests with &taigas. Figura 6.3-2: Typical installation for silt lance description for the land parcel anoior _ section map information. Cerinfjcge r", ff morma COND11 llONWP AN BUG AD „EV SUTWOW DY 4716 TOWNES MO, EDO% 11 O 0 O RID • .4 • 4 .a a List co 00 co co S 89'59'42" W 129.71' NOTES Surveyor's iron monument found in ground 0 Surveyor's iron monument to be set in ground and marked LS 8508 881 Bearings are on an assumed basis. Elevations are according to NGVD 1929. Site benchmark is top nut of hydrant at southwest corner of this site with an elevation of 883.00 feet. 88 /"-/- UTILIT •Pbt.1° •S•j_ ,e>A. a GAS LINE MARKING 4. • -cx Ora ri .GPS .4 Frank R. Cardarelle Land Surveyor, Inc. 6440 Flying Cloud Drive Eden Prairie, Minnesota 55344 952-941-3031 fax 952-941-3030 S LINE MA ING 36'OAK 36' X 4. d^riklo 1-46.m\es • 0)..s • ai• 11,004