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Home My WebLink About2811721320058-04192016(934.6) 22.00' 1694 PROPOSED GARAGE ro 171;) 43' LOT 2 BLOCK 4 LEGEND • MONUMENT FOUND o IRON PIPE MONUMENT SET • WOOD HUB SET n 11.- DENOTES DRAINAGE ARROW '\ • X \ EXISTING SPOT ELEVATION (1027.76) PROPOSED ELEVATION PROPOSED CONTOURS / EXISTING CONTOURS -0- UTILITY POLE CATCH BASIN @ SEWER MANHOLEC"\ --V- SPRINKLER HEAD CURB STOP • UTILM PEDESTAL LIGHT POLE APRON -S F- SILT FENCE -0-BIO ROLL DECIDUOUS TREE CONIFEROUS TREE REMOVE TREE LEGAL DESCRIPTION: Lot 3, Block 4, BROOKSIDE HEIGHTS, according to the plat thereof, on file and of record in the Office of the Hennepin County Recorder. PROPOSED ELEVATIONS: FIRST FLOOR = 936.94 TOP OF FOUNDATION = 935.25 GARAGE FLOOR = 934.90 BASEMENT FLOOR (FB) = 927.25 NOTE: -SEE BUILDING PLANS FOR ARCHITECTURAL DIMENSIONS. CONTRACTOR SHALL VERIFY DIMENSION & EXTENT OF BUILDING PAD SOILS CORRECTION. -WATER AND SEWER SERVICES WILL REMAIN UNCHANGED IN PUBLIC R/W -FOLLOW CITY OF EDINA'S STANDARD PLATES AND SPECIFICATIONS FOR STORM SEWER INSTALLATION. USE SPOT ELEVATIONS FOR PROPOSED GRADING. THE BUILDING AREA OCCUPIES 30.0% OF THE LOT. (30.0% OF THE LOT IS THE MAXIMUM ALLOWABLE BUILDING AREA) A ioj SET BACK REQUIREMENTS: 36.71' (FRONT SETBACK IS THE AVERAGE OF THE FRONT STREET SETBACKS OF THE DWELLING UNITS ON THE SAME BLOCK) 12' (TOTAL SIDE SETBACK MUST EQUAL 12, WITH A 5' MINIMUM SETBACK PER SIDE) 25' REAR HOUSE TO PROPERTY LINE SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com *NOTE: CONTRACTOR TO FIELD VERIFY ACTUAL SQUARE FOOTAGES. APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2099.5 PROPOSED DRIVE/WALK AREA = 876 PROPOSED PAVER PATIO = 150 PROPOSED IMPERVIOUS AREA = 3125.5 EXISTING IMPERVIOUS AREA = 3841 LOT AREA SQUARE FOOTAGE: 7006 SQUARE FEET PY (Z_'A7_TZIYCA' 1X' ' 5y29 /1/2/6-7-7(ichcw. _hyz./(4 zazinci, o(5. 17.X. 3.a. 17r0170541 465" .25 ? tot.ka 0-0G2c hoo / 013(0 .7ci7 ota 'PPE q36:705( rj OHU OHU LOT 4 BLOCK 4 Z j (i) V) D 5-< 0 LU << 935.9 w OHU 0 LU • 0 0' 3 0 w „„, b_ V A9? AL LEY - TuP BACK OF CURB ^.) 0) ;,,N. CONCRETE WALK., ^P. 54.0 (PLAT) X 7.74 23.00' 6 27.18' I 1(934.8) 78. \ sly\ (93 6) .00. \'?\9-35-7 - --0-' 25.0 SETBACK LINE - - -(q34.3) -.do- \ (935 •) TD-zuj 1 t LU OHU 24.94' (934.5 18.007 PORCH,/ 18.00' PROPOSED HOUSE LOT 3 BLOCK 4 EGRESS PITS 17.00' n 0 TOP BACK r". OF CURB << 5894127"E 53.92 54.0 (PLAT) PROPOSED RETAINING WALL TW=937.8 BW=935.0 934.8) LU PROPOSEDxc''' 2 PAVER PATIO X ^P. 4" BW=935.0 ^>?' (5` 106, • X 459/ RIM=934.75 INV.=930.90 (CONNECT TO EXISTING STORM SEWER) co.> c>4' << OHU 4k- X x FRCE C REV. NO. DATE BY CHK DESCRIPTION Stonebrooke Englneering Responsible Solutions DES GNU) AvL DRAWN IPG CHECKED AIM CERTIFICATE OF SURVEY 4/19/2016 AIM REVISED SITE GRADING SHEET 1 OF 1 20 10 I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORI 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. 2 LOT 3, BLOCK 4 SCALE FEET 4/20/2016 AIM REVISED PATIO „„.., Aaron J. Maqes BROOKSIDE HEIGHTS 59 hzieT/achen ..8/vc‘ Zdinc4 11/I7 TERLACHE\ BLVD r OHU OHU TOP BACK OF CURIp 14, A:9rzXt OHU OHU LEGEND • MONUMENT FOUND O IRON PIPE MONUMENT SET • WOOD HUB SET n••••11n DENOTES DRAINAGE ARROW X 01" A • EXISTING SPOT ELEVATION (1027.76) PROPOSED ELEVATION PROPOSED CONTOURS EXISTING CONTOURS FIRE HYDRANT • CATCH BASIN ED O SEWER MANHOLES =MB MAILBOX X CURB STOP El UTILITY PEDESTAL ▪ LIGHT POLE SIGN -s F - SILT FENCE 810 ROLL C) DECIDUOUS TREE \ I - CONIFEROUS TREE REMOVE TREE LEGAL DESCRIPTION: Lot 3, Block 4, BROOKSIDE HEIGHTS, according to the plat thereof, on file and of record in the Office of the Hennepin County Recorder. APPROXIMATE SQUARE PROPOSED BUILDING AREA = 2104 PROPOSED DRIVEWAY AREA = 833 PROPOSED IMPERVIOUS AREA = 2997 EXISTING IMPERVIOUS AREA = 3841 PROPOSED ELEVATIONS: FIRST FLOOR = 936.94 TOP OF FOUNDATION = 935.25 GARAGE FLOOR = 934.6 BASEMENT FLOOR (FB) = 927.25 NOTE: -SEE BUILDING PLANS FOR ARCHITECTURAL DIMENSIONS. CONTRACTOR SHALL VERIFY DIMENSION & EXTENT OF BUILDING PAD SOILS CORRECTION. -WATER AND SEWER SERVICES WILL REMAIN UNCHANGED IN PUBLIC R/W GUTTERS SHALL BE DIRECTED TO NORTH & OR WEST SIDE OF HOUSE. USE SPOT ELEVATIONS FOR PROPOSED GRADING. THE BUILDING AREA OCCUPIES 30.0% OF THE LOT. (30% OF THE LOT IS THE MAXIMUM ALLOWABLE BUILDING AREA) (934.6) 22.00' (934.8) PORC/-I 18.00' PROPOSED GARAGE 934.8) 23.00' -8vil I 1(934.8) l (934.6) ie (934.6) + _ j +-- .... v34.77- - -r 25.0' SETBACK LINE TW/BW=935.0 TW=.937.5 BW-934.9 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 ENGINEER UNDFFI THE LAWS OF THE STATE OF MINNESOTA. N Rev. NO. DAT BY 111< DESCRIPTION 11 POLLUTION PREVENTION MANAGEMENT: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOUTION 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 VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 3. CONCRETE AND OTHER WASHOUTS WASTE: EFFECTIVE CONTAINMENT MUST BE PROVIDED FOR ALL UQUID 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 FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES. 4, IN THE CASE OF TEMPORARY PUMPED DISCHARGE SEDIMENT CONTROL PRACTICES MUST BE EMPLOYED TO MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. ACCEPTABLE OPTIONS FOR SEDIMENT CONTROL MEASURES DURING TEMPORARY PUMPING OPERATIONS INCLUDE: 1.)ALLOW THE SEDIMENT TO SETTLE, AND THEN PUMP THE CLEAN WATER OFFSITE 2.)IF SEDIMENT LADEN WATER MUST BE PUMPED IMMEDIATELY, THE CONTRACTOR SHALL INSTALL A ROW OF SILT FENCE AT THE SITE DISCHARGE LOCATION DOWNSTREAM FROM THE PUMPING LOCATION. INSIDE THE SILT FENCE SHALL BE A ROW OF' CLEAN SAND FOR FILTRATION. THE SILT FENCE MUST BE LONG ENOUGH SO THAT THE WATER DOES NOT BYPASS THE SILT FENCE DURING PUMPING. AN ALTERNATE APPROACH TO THIS WOULD BE PUMPING IN TO A GEOTEXTILE DEWATERING BAG. TEMPORARY EROSION CONTROL NOTES: 1. SILT FENCE OR OTHER CIV-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 DRIPUNE. 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/QUALIFIED 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. 7. STOCKPILE LOCATIONS SHALL BE IN THE BACKYARD OF THE PROPOSED HOME. 8. STABILIZATION OF ALL EXPOSED SOIL (INCLUDING STOCKPILES) AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION, BUT IN NO CASE COMPLETED LATER THAN FOURTEEN(14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED, IF PERMANENT STABILIZATION CANNOT BE ACHIEVED IN THIS TIME FRAME, MATERIAL USED FOR TEMPORARY SOIL STABILIZATION SHALL BE TYPE HYDRAULIC MULCH PER THE MOST CURRENT MNDOT STANDARD SPECIFICATION FOR CONSTRUCTION. ACCEPTABLE PRODUCTS CAN BE FOUND ON THE MNDOT APPROVED PRODUCTS LIST AT HTTPWWVAV,DOT.STATE.MN.US/PRODUCTS/EROSIONCONTROLAND LANDSCAPING/INDDCHTML SET BACK tiEQUIREMENTS: - 36.71 (FRONT SETBACK IS THE AVERAGE OF THE FRONT STREET SETBACKS OF THE DWELUNG UNITS ON THE SAME BLOCK) - 12' (TOTAL SIDE SETBACK MUST EQUAL 12, WITH A 5' MINIMUM SETBACK PER SIDE) - 25' REAR HOUSE TO PROPERTY UNE LOT AREA SQUARE FOOTAGE: 7006 SQUARE FEET 10 20 SCALE FEET Arash A. TToln 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 MARK GUENTHER WITH ORTON HOMES MN, LLC. PHONE (651)967-7082. LITTERING IN THE COURSE OF CONSTRUCTION WORK 1. NO PERSON, IN THE COURSE OF CONSTRUCTION WORK, SHALL PERMIT A VEHICLE TO ENTER UPON ANY PUBLIC STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE WITHOUT FIRST HAVING ITS TIRES AND WHEELS CLEANED SO AS NOT TO LITTER OR SOIL ANY STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE; AND ANY MATERIAL REMOVED FROM THE INTERIOR OR EXTERIOR OF THE VEHICLE BODY WHICH MIGHT FALL OR BE DEPOSITED UPON ANY STREET, ALLEY, SIDEWALK OR PUBLIC PLACE BY NORMAL MOVEMENT OF THE VEHICLE IN TRAVEUNG OVER SUCH PLACES. 2. IF THE PERSON OR PERSONS RESPONSIBLE FOR VIOLATION OF THIS ARTICLE FAIL TO COMPLY WITH ANY ORDER OF THE CITY TO CLEAN UP, OR FAIL TO TAKE SUCH PRECAUTIONS DECLARED BY THE CITY TO BE NECESSARY TO PREVENT FOREIGN MATERIALS FROM BEING DEPOSITED ON THE STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE, THEN THE CITY MAY ORDER IN WRITING ALL INGRESS AND EGRESS TO THE SITE OR AREA INVOLVED TO BE STOPPED UNTIL COMPLIANCE WITH THE ORDER IS EFFECTED. 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 1401 BEFORE THE UPWARD SLOPE AREA HAS BEEN PERMANENTLY STABILIZED. CHECKED AN DRAWN (PG AWl 0.09 uj - Stonebrooke ALLEY.° 196P BACK OF CURB ruBLE4 'RY=938.4 BW-934.7 PROPOSED HOUSE LOT 3 BLOCK 4 EGRESS PITS 17.00' S F 8941'27 E 53.920-Th 54.0 (PLAT) PROPOSED RETAINING WALL GRADING, STORMWATER & EROSION CONTROL PLAN LOT 3, BLOCK 4 BROOKSIDE HEIGHTS F-- t o. 934 CONCRETE WALK 4' -XCb L.. 0 111 \re/LOT 2 ^ BLOCK 4 ••;1- 6/)249/7 , T e n2 2570/V (22/1/7:R0/- "ii.z4i17 BUILDING: if , I SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nlcollet Ave. S. Burnsville, MN 55337 Phone: 952-402--9202 Fax: 952-403-6803 www.stonebrookeengineering.com 52252 03-08.2016LA 'mommumw 935,9 LOT 4 BLOCK 4 (t) tJJ TW/BW=934.5 •d- 0 C.) 4;b •'36 54.0 (PLAT) 4PC). SHEET 1 OF