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Home My WebLink About3311721310045-072920142. S895-5940E- TUMP • EXISTING HOUSE EXISTING GARAGE 0.17 LOT 11 BLOCK 1 11027.761 84 00"ASH---- ( >- CC Li] < CL 0 --NB° 2-'49"E 90.00 WOOD- - FENCE OHU (90.00 PLAT) HU 0 14" 2' N 2"mAPLE / / :7 § A7771:11C4 IX' 01' SUR 5/00 5gz1/2 5/ if, Zalz.7-z a, _1/117 CTWIN7"0 ° TWIN107_ --942 LOT 12 BLOCK 1 LEGEND • MONUMENT FOUND o IRON PIPE MONUMENT SET 1.1 WOOD HUB SET DENOTES DRAINAGE ARROW EXISTING SPOT ELEVATION PROPOSED ELEVATION AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS fJ FIRE HYDRANT El CATCH BASIN ® SEWER MANHOLES CIMB MAILBOX X CURB STOP • UTILITY PEDESTAL ▪ LIGHT POLE _0_ SIGN DECIDUOUS TREE CONIFEROUS TREE -043- 1 ▪ --945 RETAINING 'WALL \ RETAINING WALL WOOD FENCE PROPERTY CORNER UNDER FENCE 0.30 F-0 OliU REV'S- EL) PLAN JUL z 9 2014 CITY OF EDINA BUILDING DEPT. or 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. LOT AREA SQUARE FOOTAGE: 10832 SQUARE FEET EXISTING ELEVATIONS: FINISHED FLOOR ELEVATION = 949.64 SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com EXISTING HOUSE 1, cn r- 1:8"/ REV. NO. liAg -4 - li I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER DESIGNED MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS AIM OF THE STATE OF MINNESOTA. DRAWN 'PD CHECKED AJM 58TH ST W TOP BACK OF CURB 510 0 51 .1k ,c. W 10 20 SCALE FEET Stonebrooke Engineering Responsible Solutions' CERTIFICATE OF SURV LOT 12 BLOCK 1 EDINA HEIGHTS DATE BY CHK DESCRIPTION worE Aaron J. Mapes DATE 07-02-2011 SHEET 1 OF 1 @ 0 11027.761 AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS 0 FIRE HYDRANT Ea CATCH BASIN SEWER MANHOLES APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2281 PROPOSED DRIVEWAY AREA = 1102 PROPOSED ELEVATIONS: FIRST FLOOR = 950.64 TOP OF FOUNDATION = 949.27 GARAGE FLOOR = 948.62 BASEMENT FLOOR (LO) = 940.29 NCO iivAdt Pritt11114 /3221.15- 5100 5 Th 51. W. 7 SHEET 1 OF 1 CERTIFICATE OF SURVEY LOT 12 BLOCK 1 EDINA HEIGHTS Stonebrooke Engineering Responsible Solutions REV NO DATE BY CHK DESCRIPTION 0 10 20 07-24-14 AIM REVISED PER CITY COMMENTS 07-29-14 AIM REVISED GRADES PER CITY COMMENTS SCALE FEET 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. DATE 07-29-2014 45507 Aaron J. Mages DESIGNED Eon DRAWN TITG CHECKED Gin CIMB MAILBOX RETAINING WALL n UTILITY PEDESTAL —OH U— OVERHEAD POWER DECIDUOUS TREE CONIFEROUS TREE —XW— WOOD FENCE 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. SET BACK REQUIREMENTS: — 35.87' (FRONT SETBACK IS THE AVERAGE OF THE FRONT STREET SETBACKS OF THE DWELLING UNITS ON THE TWO ABUTTING LOTS) — 15' GARAGE SIDE SETBACK — 12.42' HOUSE SIDE (MINIMUM 10' SIDE HOUSE TO PROPERTY LINE. THE REQUIRED SIDE YARD SETBACK IS INCREASED BY 6 INCHES FOR EACH FOOT THE BUILDING EXCEEDS 15'.) — 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 LOT AREA SQUARE FOOTAGE: 10832 SQUARE FEET PROPERTY CORNER UNDER —FE-N CE — a) 0.30 942.2 945:\ RETAINING WALL 945* WOOD FENCE 3r _ ..71945 673F,S) - (j9 p OHU (NI r-, , 11 \ ---943-_ _ (942) \\Nk lv 48.00' Cs CD Z Lij I— (r) (r) D 0 WI LOT 11 BLOCK 1 EXISTING GARAGE 980:1 Lop oi 10) Cn b 91"0„. ,o) / / 0 N. 90 1`?9 LOT 12 I BLOCK 1 58TH ST W 11.33' "8 6.17' . c4-1--18 J PROPOSED HOUSE 13.00' N89' ''-- E3'49"E 90. -945 5 I — 0.45.71+9454 — \ TOP BACl< OF CURB PROPOSED GARAGE 00 kILb <0. 0)--- ?' 4 g ]A V `. .-- 1V C 0 \ REVISED PLAN JUI ?0141 CITY OF-EDINA BUILDING DEPT _ - - WOOD- (90.00 PLAT) FENCE • '46"E 90.020HU OHU — EXISTING SPOT ELEVATION PROPOSED ELEVATION LEGEND 11/ MONUMENT FOUND 0 IRON PIPE MONUMENT SET • WOOD HUB SET DENOTES DRAINAGE ARROW 'N. 09' X (1027.76) _W771:1_76):177X 1 0_11 SY(7R 5/97 5qz½ s ll'zdina,_//fiv 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, HYDRAUUC 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 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 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. 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. TEMPORARY 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/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 HTTP://WWW. DOT.STATE. MN. US/PRODUCTS/EROSIONCONTROLAN D LANDSCAPING/IN DEX.HTML 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 UNDER THE LAWS OF THE STATE OF MINNESOTA. 4:11A, LEGEND • MONUMENT FOUND o IRON PIPE MONUMENT SET • WOOD HUB SET - DENOTES DRAINAGE ARROW EXISTING SPOT ELEVATION X \ (1027.76) PROPOSED ELEVATION AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS 0 FIRE HYDRANT El CATCH BASIN ® SEWER MANHOLES CIMB MAILBOX RETAINING WALL • UTILITY PEDESTAL -OH U- OVERHEAD POWER DECIDUOUS TREE CONIFEROUS TREE -0- /P -KW- WOOD FENCE -CI BIOROLL 11027.761 $10/al117.,477/1/V /1/?0,57/0/1/ Ci0/1/1A)0/, j7/24A/ 5/00 58z1/2 /7/,- 5a '7? -S F- SILT FENCE GUTTERS GUTTERS IN THIS LOCATION TO CARRY ROOF RUNOFF TO FRONT YARD 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. APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2281 PROPOSED DRIVEWAY AREA = 1102 PROPOSED IMPERVIOUS AREA = 3383 EXISTING IMPERVIOUS AREA = 3307 LOT AREA SQUARE FOOTAGE: 10832 SQUARE FEET THE BUILDING AREA OCCUPIES 21.1% OF THE LOT. (25% OF THE LOT IS THE MAXIMUM ALLOWABLE BUILDING AREA) PROPOSED ELEVATIONS: FIRST FLOOR = 950.64 TOP OF FOUNDATION = 949.27 GARAGE FLOOR = 948.62 BASEMENT FLOOR (LO) = 940.29 NOTES: -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. SURVEYOR. Stonebrooke Engineering, Inc. 12279 Nicollet Ave. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com REV NO DATE BY CHK DESCRIPTION 07-24-14 AIM REVISED PER CITY COMMENTS 2 07-29-14 AIM REVISED GRADES PER CITY COMMENTS 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 TRAVELING 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 NOT BEFORE THE UPWARD SLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 10 20 SCALE FEET Tyler W. Newhall 3 "ATE 07-29-2014 942.2 945:k RETAINING WALL 9A5A WOOD FENCE 0.17 0.30 949.8 a C) 0") )43 Y.)945 -• 3C-) 13.4 t".,. tk"V eTWIN7" C81 PROPERTY CORNER cya ER FENCE OHU 20"ASH 58TH ST W ROC CONSTRUCTION -.,ENTRAN 1 1/2" =3" CLEAR MIN. 6" DEEP[) LOT 12 BLOCK 1 11.33' PROPOSED HOUSE (LO) LAP '64477 S81:059'4e-E 20.50' 48.00' 13.00' (948) TUMP (942) '49"E 90.00 (90.00 PLAT) TOP BACK OF CURB PROPOSED GARAGE 30.50' _(248.62d / 944. WOOD- - FENCE OH (943) -1WIN1-4" 28.6 5.46' n r-N 12" / (0 14" ED Lr-,) cn 0) PL7>< D X 126"unit 41 132Ztec DESIGNED AIM DRAWN 'PG CHECKED Stonebrooke Enghleoring Responsible Solutions' 51 00 5g01 a EDINA HEIGHTS DRAINAGE & EROSION CONTROL PLAN LOT 12 BLOCK 1 m SHEET 1 OF 1 REVISED PLA 1UL 2 9 2014 CITY OF EDI BUILDING DE . Ju l 29 , 20 1 4 — 2: 0 6p m — SA PR OJ E CT S\ SU RV E Y \ 03 1 6 _ Cu s to m . J 1o m es _ LL C\Ed i n a He ig h ts \Ca dd _ Fl le s \L1 2 BL X 1 ED I N A HE I G H T S ER OS I O N C O N TR O L . dw g