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Home My WebLink About3311721220070-10242014REV. NO DATE BY CHK DESCRIPTION 10-24-14 AIM REVISE PER CITY COMMENTS 10 20 SCALE FEET SHEET OF 1 LOT 4, BLOCK 6 WESTCHESTER KNOLLS CERTIFICATE OF SURVEY DATE 10-24-20 14 DEIGNED AJM DRAWN 'PG CHECKED AIM I HEREBY CERTIFY THAT THIS PLAN 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. NMIE Aaroni. Mage ECOD Stonebrooke Engineering Responsible Solutions A)/ LOT 3 BLOCK 6 0 10.67' 41.00' —S F- -0 4 B l k 5 Ce r ti f i eko c.0 py fe.) — —930, S89°44'19"E 75.00 ro (I) PROPOSED ELEVATIONS: FIRST FLOOR = 943.82 TOP OF FOUNDATION = 941.80 GARAGE FLOOR = 941.13 BASEMENT FLOOR (WO) = 933.3 EXISTING ELEVATIONS: FINISHED FLOOR ELEVATION = 942.82 SET BACK REQUIREMENTS: — 34.48' (FRONT SETBACK IS THE AVERAGE OF THE FRONT STREET SETBACKS OF THE DWELLING UNITS ON THE TWO ABUTTING LOTS) — 10' GARAGE SIDE SETBACK — 13' 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 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. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com 5' SETBACK LINE LEGAL DESCRIPTION: Lot 4, Block 6, WESTCHESTER KNOLLS, according to the plat thereof, on file and of record in the Office of the Hennepin County Recorder. LOT AREA SQUARE FOOTAGE: 10452 SQUARE FEET APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2326 PROPOSED DRIVEWAY AREA = 1188 PROPOSED IMPERVIOUS AREA = 3514 EXISTING IMPERVIOUS AREA = 2476 THE BUILDING AREA OCCUPIES 22.3% OF THE LOT. (25% OF THE LOT IS THE MAXIMUM ALLOWABLE BUILDING AREA) EXISTING HOUSE ROCK CONSTRUCTION ENTRANCE (1 1/2" —3" CLEAR ROCK MIN. 6" DEEP) rl‘ EXISTING GARAGE 4)- _9-51 LOT 5 BLOCK -6 z V O tKry ./ —935 S./ cP\ 96:\ yr 9 0 DI* / 2 u)//i/o50( /31-o7ii PID 33-1/7 -11-22-0o70 a (940) 0 0 0 , (90 ) 7;- 0. I ••• cb 9vgsrW \ S 0 R AV E 94Q 1 • PROPOSED GARAGE (941) 34.47— SETBACK N. >- o 0 > 0_ 0 20.66' (91.1.13) S8 43'15 E 74.85 PROPOSED HOUSE (WO) LINE— Lc) Lc) .r A TW=937.5 -r Bw=934.5 BLOCK 6 (932.80) 51.67' STOOP 11.64' up 8.96' v" TWIN3 TW=941.3 BW=938.3 \ 4 COWI 30 ▪ a EDGE BITUMINOUS i;ATOT010-0,t. • .1 0 7; a) 3.19 c/D -r CN1 r TW=938.0 er; BW=935.0 Tei PROPOSED RETAINING WALL CA a; EXISTING HOUSE 01' ,SWR V117- 5g1,2 "://1/_.750A' ,4 KZ-W(747 II 1(934) V) (935) :60- - (936)1 10.27' LEGEND MONUMENT FOUND IRON PIPE MONUMENT SET WOOD HUB SET DENOTES DRAINAGE ARROW EXISTING SPOT ELEVATION PROPOSED ELEVATION AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS CURB STOP DECIDUOUS TREE TREE REMOVAL SILT FENCE BIOROLL (A) IF THERE ARE GUTTERS THEY SHALL BE DIRECTED TO BURIED DRAINS AND THE FLOW MUST BE INFILTRATED PER TRENCH DRAIN DETAIL (B) CONSTRUCT SWALE BEHIND RETAINING WALL TO DIRECT DRAINAGE NORTH • • [1027.761 / POLLUTION PREVENTION MANAGEMENT: EXISTING SPOT ELEVATION /1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, / FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION PROPOSED ELEVATION 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, PROPOSED CONTOURS 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 EROSION OPERATIONS AND PROPOSED ELEVATIONS: FENCE DURING PUMPING. AN ALTERNATE APPROACH TO THIS WOULD BE MAINTENANCE: PUMPING IN TO A GEOTEXTILE DEWATERING BAG. 1. ALL EROSION CONTROL FIRST FLOOR = 943.82 INSTALLATIONS SHALL REMAIN IN TOP OF FOUNDATION = 941.80 PLACE AND MAINTAINED IN GOOD GARAGE FLOOR = 941.13 TEMPORARY EROSION CONTROL NOTES: CONDITION TO THE SATISFACTION BASEMENT FLOOR (WO) = 933.3 1. SILT FENCE OR OTHER CITY-APPROVED PERIMETER CONTROL MUST BE OF THE CITY ENGINEER UNTIL / INSTALLED AT ALL LOCATIONS WHERE CURRENT, PROPOSED OR INTERIM GRADES THE SITE HAS BEEN STABILIZED. EXISTING ELEVATIONS: MAY RESULT IN EROSION AND RUNOFF TO ADJACENT PROPERTIES. 2. ALL SEDIMENT CONTAINMENT FINISHED FLOOR ELEVATION = 942.82 2. ALL TREES SHOULD BE PROTECTED AT DRIPLINE. FEATURES SUCH AS SILT FENCE, SURVEYOR: 3. APPROVED INLET PROTECTION SHALL BE INSTALLED AND MAINTAINED AT THE INLET PROTECTION, ETC. SHALL Stonebrooke Engineering, Inc. / FIRST CATCH BASIN ONE BLOCK DOWNSTREAM FROM CONSTRUCTION SITE PRIOR BE CLEANED OUT WHEN 1/3 OF TO EARTH-DISTURBANCE, OR AS DIRECTED BY CITY. (PRODUCT MUST BE THE CAPACITY 10 IS DIMINISHED. r7.19X191VEIreP APPROVED BY THE CITY AND OFF MNDOT'S APPROVED/QUALIFIED PRODUCT LIST LOT )3. SILT FENCES AND OTHER SEDIMENT BARRIERS SHALL BE 4. PROVIDE ROCK CONSTRUCTION ENTRANCES (1 1/2"-3" CLEAR ROCK, MIN. 6" hone: 2-4 2-9202 REMOVED WHEN THEY HAVE DEEP) TO CONTROL SOIL MIGRATION. Fax: 952-403-6803 SERVED THEIR USEFUL PURPOSE 5. ALL EROSION CONTROL TO REMAIN INTACT AND IN PLACE UNTIL DISTURBED www.stonebrookeengineering.com / AREAS CAN BE SODDED OR RE-SEEDED TO STABILIZE GRADE. BUT NOT BEFORE THE UPWARD SLOPE AREA HAS BEEN LEGAL DESCRIPTION: 6. CONTRACTOR SHALL MAKE EFFORTS TO MINIMIZE CONSTRUCTION VEHICLE PERMANENTLY STABILIZED. Lot 4, Block 6, WESTCHESTER KNOLLS, / TRAFFIC IN NON-WORK RELATED AREAS TO PREVENT UNNECESSARY SOIL COMPACTION. according to the plat thereof, on file 7. STOCKPILE LOCATIONS SHALL BE IN THE BACKYARD OF THE PROPOSED HOME. and of record in the Office of the // 8. STABILIZATION OF ALL EXPOSED SOIL (INCLUDING STOCKPILES) AREAS Hennepin County Recorder. / 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 APPROXIMATE SQUARE FOOTAGE*: FRAME, MATERIAL USED FOR TEMPORARY SOIL STABILIZATION SHALL BE TYPE COURSE FILTER HYDRAULIC MULCH PER THE MOST CURRENT MNDOT STANDARD SPECIFICATION PROPOSED BUILDING AREA = 2326 AGGREGATE MNDOT 3149.2H FOR CONSTRUCTION. ACCEPTABLE PRODUCTS CAN BE FOUND ON THE MNDOT PROPOSED DRIVEWAY AREA = 1188 APPROVED PRODUCTS LIST AT PROPOSED IMPERVIOUS AREA = 3514 HTTP://WWW.DOT.STATE.MN.US/PRODUCTS/EROSIONCONTROLAND EXISTING IMPERVIOUS AREA = 2476 LANDSCAPING/INDEX.HTML DIA. 2" NOT TO SCALE LEGEND • MONUMENT FOUND o IRON PIPE MONUMENT SET • WOOD HUB SET DENOTES DRAINAGE ARROW 'N • X \Q' (1027.76) CiVz4.7:476; 510/Vilf11/: 4 1X /-7_RO5f0_47 C0/14/ZiO7 _774,4/1/- 0 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. &71 /W 50/T ,4 VZ:477 7 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. Ti 17tt t /I S8944'19"E 75.00 11027.761 AS-BUILT ELEVATION TRENCH DRAIN DETAIL THE BUILDING AREA OCCUPIES 22.3% OF -NE LOT. (25% OF THE LOT IS THE MAXIMUM ALLOWABLE BUILDING AREA) 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. SET BACK REQUIREMENTS: - 34.48' (FRONT SETBACK IS THE AVERAGE OF THE FRONT STREET SETBACKS OF THE DWELLING UNITS ON THE TWO ABUTTING LOTS) -10' GARAGE SIDE SETBACK - 13' 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 *6" 6" PVC PERFORATED PVC PIPE SF (940) 10 (71 ro ROCK CONSTRUCTION ENTRANCE (1 1/2" x -3" CLEAR ROCK a co MIN. 6" DEEP) o 4 z - 9 s z ^PT LOT-g BLOOK-6 9 Id< X CY •-1 V V N?) 1-1- 7 (4 1(934) (935) (936)1 1o.2r4 "co L., •n , cg4A)C22"- 0 0 0 10.67' (941) 34.4rSETSACK 20.66' 1 \ Cs? ‘1,E) S843'1 5"E 74.85 )030.6 1 Ix ?' . 1 Xq o il, IsI 0 u u DS .. OR AVr0./ .. J 41.00' (941.13) PROPOSED GARAGE 5' SETBACK LINE PROPOSED HOUSE (WO) LINE (932.80) 51.67' A TW=937.5 LOT 1 -r Bw=934.5 BLOCK 6 STOOP - ND 11.64' 6 o , - _ 8.96'4 TWIN3 TW=941.3 0 BW=938.3 "T- ,130 .., el, u - X 4"r - - - EDGE BITUMINOUS CF) .24' NI( EA -r 0 Cs1 TW=9 38.0 F') BW=935.0 itr) ve- 0 0 LOT 3 BLOCK 6 ro cr) EXISTING HOUSE PROPOSED RETAINING WALL EXISTING GARAGE EXISTING HOUSE EXISTING CONTOURS X CURB STOP DECIDUOUS TREE -s F - TREE REMOVAL SILT FENCE BIOROLL (A) IF THERE ARE GUTTERS THEY SHALL BE DIRECTED TO BURIED DRAINS AND THE FLOW MUST BE INFILTRATED PER TRENCH DRAIN DETAIL (B) CONSTRUCT SWALE BEHIND RETAINING WALL TO DIRECT DRAINAGE NORTH sr 10 20 SCALE FEET I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 4;4-63 RARE Tyler W. Newhall UA .AO 46783 DAT, 10-24-2019 Stonebrooke Engineering Responsible Solutions GRADING, STORMWATER & EROSION CONTROL PLAN LOT 4, BLOCK 6 WESTCHESTER KNOLLS EIMER MEM NEIN MM. MINN 10-24-14 AJM REVISE PER CITY COMMENTS SHEET 1 OF 1 DRAWN 1PG CHECKED AIM Oc t 24 , 20 1 4 — 3 : 14 p m — SA PR O J E C T S \ SU R V E Y \ 03 1 6_ Cu s to m _ Ho m e s_ LL C \ We s tc he s te r Kn o lls Va dd _ Fll e s Vo t 4 Bl k 6 Pr o p os e d- 20 1 4 . dw g