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Home My WebLink About3211721420034-12052014TOP BACK <0 OF CURB LEGEND LEGEND • MONUMENT FOUND O IRON PIPE MONUMENT SET LII WOOD HUB SET ....fp.. DENOTES DRAINAGE ARROW A A • EXISTING SPOT ELEVATION X (1027.76) PROPOSED ELEVATION AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS Ea CATCH BASIN UTILITY PEDESTAL DECIDUOUS TREE TREE REMOVAL s F SILT FENCE -0- BID ROLL (A) ALL GUTTERS AND DOWNSPOUTS WILL DIRECT RUNOFF TO THE FRONT OF THE HOUSE 11027.761 o. E 914 .3k-P apcce vi.co 1LOGZ •RAx.,5 (2.0,) V.\Jul 5vefipov- Cssv") otoIC I te 2-1 o K J SET BACK REQUIREMENTS: - 30.31' (FRONT SETBACK IS THE SAME AS THE FRONT STREET SETBACK OF THE DWELLING ON THE ABUTTING LOT) - 10' GARAGE SIDE SETBACK - 13.39' 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 APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2257 PROPOSED DRIVEWAY AREA = 846 PROPOSED IMPERVIOUS AREA = 3103 EXISTING IMPERVIOUS AREA = 2794 LOT AREA SQUARE FOOTAGE: 12111 SQUARE FEET SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com - 003.4_ et, X \ EXISTING GARAGE 0) 2T-SETBACK-- -LINE _cis 6-- - - .N (A) PROPOSED HOUSE (FB) 50.00' REV. NO. DATE BY CHK DESCRIPTION 10 20 SCALE FEET -CURB CUT/DRIVEWAY ENTANCE PERMIT REQUIRED 00 IN eit Ix) L • p,‘ L__ • ' OfpIT CX/i e 71-1Y -CX7X' 01' S'URY _ Te Zdz?-2 a, fir/V LEGAL DESCRIPTION. Lot 3, Block 1, LYLE ADDITION, according to the plat thereof, on file and of record in the Office of the Hennepin County Recorder. V3L05°1 PROPOSED ELEVATIONS: FIRST FLOOR =916.21 TOP OF FOUNDATION = 914.36 GARAGE FLOOR = 912.50 BASEMENT FLOOR = 905.69 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 USE SPOT ELEVATIONS FOR PROPOSED GRADING. THE BUILDING AREA OCCUPIES 18.6% OF THE LOT. (25% OF THE LOT IS THE MAXIMUM ALLOWABLE BUILDING AREA) regnin- 5bos- bkDve (310.6-\ ROCK CONSTRUCTION ENTRANCE (1 1/2" -3" CLEAR ROCK th MIN. 6" DEEP) / / ''',` \ / oo // LOT 4 .01 / BLOCK 1 (/) 1 .. '11 0) X cb ,' ' r./) /1 / / g°.5/ / / l I / / 11 if I/ k's l s ‘ k Li \ l z \ EXISTING RETAINING WALL TO BE REMOVED co Il qj :401 \ X , ml IS) IL (n, sn / / Q80 ca NO) ca N _ _ (,)„, !_k_r .-.!*57'77"F 90 913.0(91 2.8012,8 N, 97317 'Y EG •sRESS- \ FIT PROPOSED GARAGE 4 ----,'-',c9 ,,,7: ',9:?,), _ r <Y\ L.-- ' ______. / 0 \[."-)Je jf LOT 3 N , -7,9'13 TW 918.5 B I 914.5 I- P BLOCK 1 -1,--- 1E, I . 30. 1' ACK LINE 7.00 oiSTOOP o. ------ rg 13.17' 6.83 oi (914.60) • `..!•4/ '43"E 75. _ ------ -921 (‘-c. 7-) k° '77 (A) 4-0 0 1.75 t IZ / „Tc 10 D I 10 I I 0, 7 14.5 LOT 2 --BLOCK 1 2.30 916.07 Twl/Bw=9)16.0 I 916.5 / , , , 1 Twr-I918.0 E3W1=914/ PROPOSED' WALL 1 1'N=91 .9 BW=918.0 TW/BW=915.0 TW=917.86 BW=913.86 _ LOT 1 BLOCK 1 <2 <'ca 44, (AIR 1-11-2014 CHECKED DRAWN IPG AIM AIM j Engineering Responsible Solutions' Stonebrooke LYLE ADDITION CERTIFICATE OF SURVEY LOT 3, BLOCK I SHEET 1 OF 1 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. S17 Nev., dcat „ut 45507 wa, Tyler W. Newhall __ 91 7.9 64://1/6; ,5770AWK 7WR /:/iJO,SY/0/1/ CO/UMW/ P/diV LU C_, (A) ALL GUTTERS AND DOWNSPOUTS WILL DIRECT RUNOFF TO THE FRONT OF THE HOUSE LEGEND • MONUMENT FOUND O IRON PIPE MONUMENT SET • WOOD HUB SET 0 Z V) 5o LiJI ROCK CONSTRUCTION ENTRANCE (1 1/2" -3" CLEAR ROCK MIN. 6" DEEP) EXISTING RETAINING WALL TO BE REMOVED 0) •7ST R E ET7 OF •;). TOP BACK CURB c5 4). X° EXISTING GARAGE 0 0 REV NO DATE BY CHK DESCRIPTION Tyler W. Newhall 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. 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. 46783 °A, 10-08-2014 (A) (914.60 EGRE-S-S- ,prr IS. NI \L -SETBACK- -L1N,E - 1 DENOTES DRAINAGE ARROW A• EXISTING SPOT ELEVATION X (1027.76) PROPOSED ELEVATION 11027.761 AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS Ei CATCH BASIN UTILITY PEDESTAL DECIDUOUS TREE TREE REMOVAL s F SILT FENCE -0- BID ROLL 56).9g- 67-0 ve ,._57reeze, A/o _WV LEGAL DESCRIPTION: Lot 3, Block 1, LYLE ADDITION, according to the plat thereof, on file and of record in the Office of the Hennepin County Recorder. APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2257 PROPOSED DRIVEWAY AREA = 846 PROPOSED IMPERVIOUS AREA = 3103 EXISTING IMPERVIOUS AREA = 2794 LOT AREA SQUARE FOOTAGE: 12111 SQUARE FEET PROPOSED ELEVATIONS: TOP OF FOUNDATION = 914.36 GARAGE FLOOR = 912.50 BASEMENT FLOOR = 905.69 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 USE SPOT ELEVATIONS FOR PROPOSED GRADING. THE BUILDING AREA OCCUPIES 18.6% OF THE LOT. (25% OF THE LOT IS THE MAXIMUM ALLOWABLE BUILDING AREA) 10 20 SCALE FEET 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 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.)ALL0W 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 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/EROSIONCONTROLAND LANDSCAPING/INDEX.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. 0 N 1.7 PROPOSED GARAGE .N` LOT 3 P BLOCK 1 Stonebrooke Engineering Respnsible SolutIonn' c-1217=--_ c=C- LU cp U.J LW 2: C.0 CNJ C.D '7439°5 L LU c_3 c4111. -C1:1 cp >- < o Q U-I - (91450) 30)31 7TBACK LINE 20.00' 18 13:00'- Di 10.00' 700' csiSTOOP _ _ rg 13.17' 6.83' d 43"E 75. 0 / / 4-9 <) (A) (914) lzu-1 -12 tn../ TW=v1o.5 BW-914.5 il 44.20 1.75 14.26' \-920 916,5 916.0/ TW=917.86 - BW=913.86 _ TW=918.0 BW=914y0' P ROP OS ED TETAI NI NO WALL Tw=s21.9 BW=918.0 LOT 1 BLOCK 1 1W/BW=916.0 0 xL I= X ee. LOT 2 BLOCK 1 <cb 2.30 1W/BW=915.0 In 14.5 SHEET 1 OF 1 PROPOSED HOUSE (LO) 50.00' SET BACK REQUIREMENTS: -(FRONT SETBACK IS THE SAME AS THE FRONT STREET SETBACK OF THE DWELLING - 10' GARAGE SIDE SETBACK st0 ebr ON THE ABUTTING LOT) SURVEYOR: Engineering, Inc. - 13.39' HOUSE SIDE (MINIMUM 10' SIDE HOUSE TO 12279 Nicollet Ave. S. _ , PROPERTY LINE. THE REQUIRED SIDE YARD SETBACK Burnsville, MN 55337 IS INCREASED BY 6 INCHES FOR EACH FOOT THE Phone: 952-402-9202 25' REAR HOUSE TO PROPERTY LINE Fax: 952-403-6803 N'153 c:n r•-) ., - \ BUILDING EXCEEDS 15'.) www.stonebrookeengineering.com x" + .-2.---ii----1--ii-4-f- 00494- /3.0012.8o/2.8 S -F 150 N9'57'27"F 75 DESIGNED AC DRAWN ,G CHECKED AIM LYLE ADDITION GRADING, STORMATER & EROSION CONTROL PLAN LOT 3, BLOCK 1 Elenlii* 1%311 OkoVE cT- Ne ifome