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HomeMy WebLinkAbout0411621230039-06062014NO TRESPASSING NO Excavating! NO Driving! NO TRESPASSING on adjoining properties 91/ Fl ir 642/ 21venue, Zdina, 50.1 30.70 50' EXISTING HOUSE 0 01 4.40 4.40 5.00' 4.70' „ 'Nall Reinforcing Pre-backfill i'raring and Sheathing mtliG Depending upon conituration„ attach fabric to wire mesh with hin. rings, teel posts with tie wires, or wood posts with stapes. Figure Typical Inalalialion foe silt fence 111n 11111M11=11 SHEET 1 OF 1 CERTIFICATE OF SURVEY LOT 19 & S HALF OF LOT 20, BLOCK 11 NORMANDALE 2ND ADDITION Confirm property may be Redeveloped prior to demolition C._ A demolition permit provides no Assurance of permitted future uses CALL F Z INSPECTIONS .g L152.132.5 1.4.rith PERMIT NUMBER and ADDRESS Fence and Construction Entrance •••1.1•2•111p• _Insulation —Lath _Drywall ,Masonry Fireplace ( Final Condition of Demolition/Moving 4' construction fencing shall enclose existing basement perimeter and excavations with slopes steeper than 1:1. Attach fencing to minimum 5' posts buried 1' and spaced at maximum 10 on center. Enclose stockpiled soils with properly installed silt fencing. Property must be restored within sixty (60) days of building demolition/move — utilities abandoned at the property line with a permit, foundation demolished with a separate permit, debris removed, demolition excavation filled to match adjacent grade and seed or sod placed and maintained at disturbed areas OR a permit must be issued for a new structure within sixty (60) days athe hilildina elemnlitinn/mnvp g,r_CTG©gPV 49.8 6L(2/ /fott= 66/010 t--73 Yr- MATERIALS, DUMPSTERS AND PORTABLE TOILETS SHALL NOT BE STORED IN RIGHT-OF-WAY Engineering fabric Wire mesh reintorcerrient (optional SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION Metal or post or slake Fabric anchorage trench back/Ill with tamped natural soli Direction of runoff flow Failure to install the Construction Entrance before disturbing the site soils and/or failure to maintain the Construction Entrance will result in Enforcement action by the City. Naluriu soil • . • . •• •• inch minimum • 6 inch minimum RI Cig Stonebrooke 10 20 n ,1n 1•• EM FEET SCALE o•or Aaron 3 Maaes 45507 06-05-2014 I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. AJM DRAWN GBL CHECKED AIM LOT AREA SQUARE FOOTAGE: 10123 SQUARE FEET EXISTING ELEVATIONS: FINISHED FLOOR ELEVATION = 956.44 r SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.co, REV NO DATE BY CHK DESCRIPTION EXISTING HOUSE N LINE OF THE S HALF OF LOT 20 LOT 20 BLOCK 11 (135.00 PLAT) N8846'31"E 135.00 — 0.82 EXISTING SHED 01 WOOD FENCE se* _ez4,0 (//k, oily '6'4 44+4 WOOD p t SILT FENCING 150.92 REQUIRED PC,A00NCRETE LOT 19 BLOCK 11 EXISTING -21 GARAGE g 0 C•1 CONCRETE DRIVEWAY 0 4, 22.20' S8845'33"W 134.98t (135.00 PLAT) WORK HOURS: 7:00am to 7:00pm Monday through Friday 9:00am to 6:00pm Saturday NO WORK ON SUNDAY OR HOLIDAYS 3lock 11, NORMAN DALE Jrded plat thereof, on file and of record in the dffice of the Hennepin County Recorder. 04.1110.c911.).3.003 ‘043. NO 0 '4 2 1 14 "W 75 . 02