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Home My WebLink About3211721130006-07172014POLLUTION 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 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 FEOTEXTILE DEWATERING BAG. TEMPORARY EROSION CONTROL NOTE8.1 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 (ElpOIN 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. M N. uS/PROQUCTs/EROSIONCONTROLAND _ LAr _____ SCAPING/INDEX.HTML - / LEGEND • MONUMENT FOUND O IRON PIPE MONUMENT SET • WOOD HUB SET n 11.- DENOTES DRAINAGE ARROW A• A EXISTING SPOT ELEVATION X N- (1027.76) PROPOSED ELEVATION 11027.761 AS-BUILT ELEVATION ../•••••-/ PROPOSED CONTOURS EXISTING CONTOURS FIRE HYDRANT Ea CATCH BASIN ® SEWER MANHOLES CIMB MAILBOX -XC- CHAIN LINK FENCE • UTILITY PEDESTAL LIGHT POLE - xw- WOOD FENCE CCP DECIDUOUS TREE - CONIFEROUS TREE CONCRETE SURFACE c§ TREE TO BE REMOVED S F SILT FENCE • BIOROLL LEGAL DESCRIPTION. Lot 3, GREENLEAF MANOR, according to the plat thereof, on file and of record in the Office of the Hennepin County Recorder. 570:Riiir#724 7-74Z} / 7 95_70_47COA7_7711?0/ P/-A/ 5608 //7(27-de7? ,4ve7?zie, Zcliyz JZI 0/1 O.; I (93 PLAT) N89.7_130 E 92.98 RIM 905.96 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. EX I S TI N G H OU SE Stonebrooke Etigletaering rinpri5t1 F,clunow REMOVED EGRES • (910.50 & UTILITY EASEMENT (909) 25' SETBACK LINE LOT 3 '°I. '1 \ 0 Vs()) BE 21 • (3 • D 00(0 TOP BACK OF CURB c6,0\crtf/A-A/0/1/ # (?/74// .7.)1 D.%(e't DRAINAGE & EROSION CONTROL PLAN PROPOSED GARAGE 29.50' WARDEN AVE\UE c3N° ROCK BED 20.17' (910) GREENLEAF MANOR LOT3 SETBACK LINE M B op a a o S89.56'29"W 92.90 (93 PLAT) b 7.17' b 15.17' IC 15.17' I STOOP CANT ROCK CONSTRUCTION / ENTRANCE (1 1/2" / -3" CLEAR ROCK / MIN. 6" DEEP) ---a PROPOSED HOUSE (910) (910.50 ROCK BED 38.00' EGRESS g PIT E cr, + T (,) 11 LOT 2 c•J• 9( CURB CUT 32- 117- SHEET 1 OF 1 WOOD CHIP 912.30 ‘9' - *NN-- CURB TO 10 DESIGNED AIM DRAWN GEL CHECKED AIM 20 SCALE FEET 44961 DATE 07-08-2014 REV NO DATE BY CHIC DESCRIPTION 05 06 14 MM ADDED EASEMENT 07-01- 14 MM REVISED PER CITY COMMENTS 07 09 14 MM REVISED PER CITY COMMENTS I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME chad 2. Seaman LOT AREA SQUARE FOOTAGE 12099 SQUARE FEET APPROXIMATE SQUARE FOOTAGEs:. PROPOSED BUILDING AREA = 2396 PROPOSED DRIVEWAY AREA = 1058 PROPOSED IMPERVIOUS AREA = 3454 EXISTING IMPERVIOUS AREA = 3518 THE BUILDING AREA OCCUPIES 19.8% OF THE LOT. (25% OF THE LOT IS THE MAXIMUM ALLOWABLE BUILDING AREA) 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. 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. SET BACK REQUIREMENTS: - 39.40' (FRONT SETBACK IS THE AVERAGE OF THE FRONT STREET SETBACKS OF THE DWELLING UNITS ON THE TWO ABUTTING LOTS) - 10' GARAGE SIDE SETBACK - 15.38' 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 SURVEYOlt Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com PROPOSED ELEVATIONS: FIRST FLOOR = 912.40 TOP OF FOUNDATION = 910.90 GARAGE FLOOR = 910.60 BASEMENT FLOOR (FB) = 902.00 .1121EL -SEE BUILDING PLANS FOR ARCHITECTURAL DIMENSIONS. CONTRACTOR SHALL VERIFY DIMENSION & EXTENT OF BUILDING PAD SOILS CORRECTION. -WATER AND SEWER SERVICES WILL REMAIN UNCHANGED IN PUBLJC R/w ROCK BED EXISTING SHED ROCK BED BLOCK-- RETAINING WALL LOT1-4., (,) d_ Fi le s \ Lo t 3 E r o s io n 0 SHEET 1 OF 1 GREENLEAF MANOR CERTIFICATE OF SURVEY 10 20 SCALE FEET NA,,r Aaron 2. Manes 45507 0E, 05-06.2014 LEGEND 5-6267 //2z/y/612 MONUMENT FOUND IRON PIPE MONUMENT SET WOOD HUB SET DENOTES DRAINAGE ARROW I I A • 61' X ' • EXISTING SPOT ELEVATION ' SIURK z/'enzte, L'Yina.; JiW RIM 21 (1027.76) 11027.761 ® CIMB — X C - X W- 0 lk PROPOSED ELEVATION AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS FIRE HYDRANT CATCH BASIN SEWER MANHOLES MAILBOX CHAIN LINK FENCE UTILITY PEDESTAL LIGHT POLE WOOD FENCE 0) (93 PLAT) N897130"E 92.98 905.96 (912.30) —OHU OHU OHU OHU OHU INOHU LY e" ROCK BED 61N du OHU OHU OIN WOOD CHIP ROCK ED ROCK BED cy) EXISTING SHED __-5'-"DRAINAGE & UTILITY EASEMENT BLOCK--- RETfnINING WA)_L (909) LOT AREA SQUARE FOOTAGE: 12099 SQUARE FEET ROCK BED 25' SETBACK LINE 7 LOT 3 LOT 4 LOT 2 LU (910) APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2396 PROPOSED DRIVEWAY AREA = 1301 CANT (910.50) 38.00' DECIDUOUS TREE CONIFEROUS TREE CONCRETE SURFACE c) TREE TO BE REMOVED -EGRES PIT r4 \ I 97°- (910.50 39.52' 15.43' PROPOSED ELEVATIONS: FIRST FLOOR = 912.40 TOP OF FOUNDATION = 910.90 GARAGE FLOOR = 910.60 BASEMENT FLOOR (FB) = 902.00 910 \ Z 29.50 PROPOSED HOUSE EXISTING HOUSE NOTE: SEE BUILDING PLANS FOR ARCHITECTURAL DIMENSIONS. CONTRACTOR SHALL VERIFY DIMENSION & EXTENT OF BUILDING PAD SOILS CORRECTION. EXISTING HOUSE PROPOSED GARAGE Ju l 1 6 , 2 0 1 4 — 1 2 : 41 p m — SA PR O J E CT S \ SU R V E Y \ 03 1 6 _ Cu s to m _ Ho m es _ LL C \ Gre e n le o f M o n n or \Ca dd _ Fl l e s \lo t 3 Pr op o se d. dw g In 15.17' -52792-1 PROPOSED WALK 00) X 9.83' -F.3 U) 101 20.17' I STOOP 911.2 LEGAL DESCRIPTION: Lot 3, GREENLEAF MANOR, according to the plat thereof, on file and of record in the Office of the Hennepin County Recorder. 19.837 (973 607-3971-r SETBACK LINE .910.1 00IN SET BACK REQUIREMENTS: — 39.40' (FRONT SETBACK IS THE AVERAGE OF THE FRONT STREET SETBACKS OF THE DWELLING UNITS ON THE TWO ABUTTING LOTS) — 10' GARAGE SIDE SETBACK — 15.38' 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 0 Cs/ S89'56'20/1/ 92.90 (93 PLAT) T IP N. 909.7 - , X CURB TO BE REMOVED CURB OJT\ cb\o' 9 SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com MB 0,C1 TOP BACK OF CURB WARDE\ AVE\UE 16 14M-1.7.,1 R7.3( DESIGNED AIM DRAWN GBL CHECKED /UM Stonebrooke Englnering FlonpalMe 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 BY CHK DESCRIPTION ADD EASEMENT REV. NO. 05-06-14 AIM PIC NO