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Home My WebLink About3311721310045-07112014SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION Fabric anchorage trench back/111%0th lowed nakeal son • I. a. a. Inch rnlalmum • • - • • . • • = 6 inch lfidriliMUM ' • .7; Meial post or stake Dirac:lion cd runol/ Row ••• . • • Natural soil Wire mesh reirtioircerriont tapibna I) Note; DePencilng uPonuonklurallon. Waal fabric to wife mesh with hog Oro, steel poets with tie wires, or wood pegs with stapes. Figural 6.3-2: TypIcat IroslaNatioro fbr NM tone* LEGEND • MONUMENT FOUND ID IRON PIPE MONUMENT SET • WOOD HUB SET DENOTES DRAINAGE ARROW EXISTING SPOT ELEVATION PROPOSED ELEVATION AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS FIRE HYDRANT CATCH BASIN SEWER MANHOLES MAILBOX CURB STOP UTILITY PEDESTAL LIGHT POLE 11027.761 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 l' and spaced at maximum l0 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 elf huiliThity ript-nnlitinrammtp 10 Or LOT AREA SQUARE FOOTAGE: 10832 SQUARE FEET x EXISTING ELEVATIONS: fi FINISHED FLOOR ELEVATION = 949.64 LEGAL DESCRIPTION: Lot 12, Block 1, Edina Heights, according to the plat thereof, on file and of record in the Office of the Hennepin County Recorder. KM@ Confirm property may be RedeveJpped prior to demolition A demoli ion permit provides no Assurance of permitted future uses —DESIGNED AIM DRAWN CHECKED /0H VAS PREPARED BY ME OR UNDER D LAND SURVEYOR UNDER THE LAWS _507 07-02-2019 Stonebrooke Engineering Responsible SolutionS" o"Asy._-- Temporary Rock Construction Exit -15' Initial length -To front yard setback line after backfill 6. minimum thickness 1112 to V washed rock Non-woven geotextile drainage 12' minimum fabric under Failure to install the Construction Exit before disturbing the site soils and/or failure to maintain the Construction Exit will result in enforcement action by the City. RETAINING WALL WOOD FENCE 0.17 EXISTING EXISTING HOUSE GARAGE LOT 11 BLOCK 1 EXISTING r- HOUSE WW1 942 -943 / WOOD FENCE OHU S89159461-E- (90.00 PLAT) 0_a -N89154'49"E 90.00 500 rft- S /0000 7-/(?2,24, 1 SILT FENCING IS j REQUIRED LOT 12 BLOCK 1 N7ó TUMP WORK HOURS: 7:00am to 7:00pm Monday through Friday 9:00am to 6:00pm Saturday NO WORK ON SUNDAY OR HOLIDAYS x i o- N14.'C W RET AL A L INING 2" *8j ,J II NO TRESPASSING NO Excavating! NO Driving! NO TRESPASSING on adjoining properties ic/A7x/ 0_1' ,SW_R Wh Si' PERTY CORNER ER FENCE 0.30 EXISTING ' GARAGE 0 0 0, T•AP „N IN7 N10” (90.00 PLAT) I: ! WOOD FENCE OHU OHU satr-5946f-s- TU MP wrr OHU LEGEND • MONUMENT FOUND 0 IRON PIPE MONUMENT SET • WOOD HUB SET DENOTES DRAINAGE ARROW \ CS1' A • EXISTING SPOT ELEVATION (1027.76) PROPOSED ELEVATION 11 027.761 AS-BUILT ELEVATION """••n -/ PROPOSED CONTOURS EXISTING CONTOURS 0 FIRE HYDRANT O CATCH BASIN @ @ SEWER MANHOLES CIMB MAILBOX RETAINING WALL • UTILITY PEDESTAL —OHU— OVERHEAD POWER DECIDUOUS TREE 4- CONIFEROUS TREE —XW-- WOOD FENCE --a BIOROLL —S F-- SILT FENCE LEGAL DESCRIPTION: Lot 12, Block 1, Edina Heights, according to the plat thereof, on file in the Office of the Hennepin County APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2281 PROPOSED DRIVEWAY AREA = 1355 lOPERTY CO9R4N2.2ER DER FENCE 0.30 "g- 945.\-11-74( - 1tY WRETALINING AL 9A5 WOOD FENCE EXISTING GARAGE LOT 11 BLOCK 1 GD LOT 12 LOCK 1 0 OA 30.50' _(948.63) POLLUTION PREVENTION MANAGEMENT: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY IN COMPLIANCE WITH MINN. R. CH. 7035. 2. HAZARDOUS MATERIALS, TOXIC WASTE, (INCLUDING OIL , DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) MUST BE PROPERLY STORED IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDAUSM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN COMPUANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPUCABLE. 3. CONCRETE AND OTHER WASHOUTS WASTE: EFFECTIVE CONTAINMENT MUST BE PROVIDED FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. ALL CONCRETE WASHOUT WASTE MUST BE COLLECTED AND DISPOSED OF OFF-SITE. WASHOUT INTO ANY DEVICE THAT WILL REMAIN ON-SITE ONCE THE CONCRETE POUR IS COMPLETE IS STRICTLY PROHIBITED. LIQUID AND SOLID WASTES MUST BE DISPOED OF PROPERLY AND IN COMPLIANCE WITH MPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACIUTY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES. EROSION CONTROL INSPECTION AND DOCUMENTATION 1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF ANY RAIN EVENT OF 0.5 INCHES OR MORE. 2. ALL EROSION AND SEDIMENT CONTROL INSPECTIONS SHALL BE DOCUMENTED TO INCLUDE DATE AND TIME, NAME OF INSPECTOR, WEATHER CONDITIONS, ITEMS INSPECTED, RESULTS OF INSPECTION AND RESPONSE TO DEFICIENCIES. 3. THE CONTACT FOR SITE MAINTENANCE AND EROSION CONTROL IS ERIK PERKINS WITH CUSTOM HOMES, LLC, PHONE (612)219-0234. EROSION CONTROL NOTES:. 1. SILT FENCE OR OTHER CITY-APPROVED PERIMETER CONTROL MUST BE INSTALLED AT ALL LOCATIONS WHERE CURRENT, PROPOSED OR INTERIM GRADES MAY RESULT IN EROSION AND RUNOFF TO ADJACENT PROPERTIES. 2. ALL TREES SHOULD BE PROTECTED AT DRIPLINE. 3. APPROVED INLET PROTECTION SHALL BE INSTALLED AND MAINTAINED AT THE FIRST CATCH BASIN ONE BLOCK DOWNSTREAM FROM CONSTRUCTION SITE PRIOR TO EARTH-DISTURBANCE, OR AS DIRECTED BY CITY. (PRODUCT MUST BE APPROVED BY THE CITY AND OFF MNDOT'S APPROVED/QUALIF1ED PRODUCT LIST) 4. PROVIDE ROCK CONSTRUCTION ENTRANCES (1 1/2"-3" CLEAR ROCK, MIN. 6“DEEP) TO CONTROL SOIL MIGRATION. 5. ALL EROSION CONTROL TO REMAIN INTACT AND IN PLACE UNTIL DISTURBED AREAS CAN BE SODDED OR RE-SEEDED TO STABILIZE GRADE. 6. CONTRACTOR SHALL MAKE EFFORTS TO MINIMIZE CONSTRUCTION VEHICLE TRAFFIC IN NON-WORK RELATED AREAS TO PREVENT UNNECESSARY SOIL COMPACTION. EROSION OPERATIONS AND MAINTENANCE: 1. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND MAINTAINED IN GOOD CONDITION TO THE SATISFACTION OF THE CITY ENGINEER UNTIL THE SITE HAS BEEN STABILIZED. 2. ALL SEDIMENT CONTAINMENT FEATURES SUCH AS SILT FENCE, INLET PROTECTION, ETC. SHALL BE CLEANED OUT WHEN 1/3 OF THE CAPACITY IS DIMINISHED. 3. SILT FENCES AND OTHER SEDIMENT BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE BUT NOT BEFORE THE UPWARD SLOPE AREA HAS BEEN PERMANENTLY STABILIZED. and of record Recorder. OZ "IAA/ — tril) -44-9 945 ir"Fl ROCK CONSTRUCTION ENTRANCE (1 1/2" —3" CLEAR ROCK It MIN. 6" DEEP[) b 6.17' 11.33' csi 13.00' 00 PROPOSED HOUSE (LO) (948) (Et-tilAP (942) _943 " r 4 - \\\ 48.00' \ \\\‘k.c- —945_ 0 11,114"--- / //(7/ /o/ (943) 28.6 2 'APL 0 58TH ST W TOP BA& OF CURB Svra?/tfirAreze A-Ye0,51O1/ COA/77 5100 58/h SY 11:-Zalina, 1/17 X a ci REV. NO. LOT AREA SQUARE FOOTAGE: 10834 SQUARE FEET THE BUILDING AREA OCCUPIES 19.6% OF THE LOT. (25% OF THE LOT IS THE MAXIMUM ALLOWABLE BUILDING AREA) PROPOSED ELEVATIONS: FIRST FLOOR = 950.65 TOP OF FOUNDATION = 949.28 GARAGE FLOOR = 948.63 BASEMENT FLOOR (LO) = 940.30 NOTE: SEE BUILDING PLANS FOR ARCHITECTURAL DIMENSIONS. CONTRACTOR SHALL VERIFY DIMENSION & EXTENT OF BUILDING PAD SOILS CORRECTION. SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com I HEREBY CERTIFY THAT THIS SURVEY, RAH, OM WOW lea ~W. MY DIRECT SUPERVISION MD THAT I AM A RAT SP0.111.0 81111111•11111,..„..7. OF THE STATE OF MINNESOTA. DATE BY CHI< DESCRIPTION 20.50' PROPOSED GARAGE DRAINAGE & EROSION CONTROL PLAN 20 IX 10 SCALE LOT 12 BLOCK 1 Stonebrooke Engineering Responsible Solutions" SHEET 1 OF EDINA HEIGHTS