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Home My WebLink About0411621230039-07032014REV NO DATE BY CHK DESCRIPTION 6-25-2014 AIM REVISE GRADES 0 10 20 SCALE FEET CERTIFICATE OF SURVEY LOT 19 & S HALF OF LOT 20, BLOCK 11 NORMANDALE 2ND ADDITION Ui SHEET 1 OF 1 50.1 X9,55.0 <D4). 4;brt/ (953.40) 41 121I <21- — XW- UTILITY PEDESTAL LIGHT POLE WOOD FENCE 0 31 6 _ Gu s to om e s _ LL C N I C`4 0 0 U- 0 9 co 1=IMB MAILBOX —XC— CHAIN LINK FENCE DECIDUOUS TREE TREE TO BE REMOVED CONCRETE SURFACE —OHU— OVERHEAD UTILITIES LEGAL DESCRIPTION: Lot 19 and the South Half of Lot 20, Block 11, NORMANDALE SECOND ADDITION, according to the recorded plat thereof, on file and of record in the Office of the Hennepin County Recorder. PROPOSED ELEVATIONS: FIRST FLOOR = 957.40 TOP OF FOUNDATION = 955.60 GARAGE FLOOR = 955.10 BASEMENT FLOOR (FB) = 946.60 SET BACK REQUIREMENTS: — 50.1' (FRONT SETBACK IS THE AVERAGE OF THE FRONT STREET SETBACKS OF THE DWELLING UNITS ON THE TWO ABUTTING LOTS) — 10' GARAGE SIDE SETBACK — 13.22' 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 20 LINE OF THE S HALF OF LOT 20 1 I N88.46'31"E 135.00 BLOCK 11 (135.00 PLAT) + An ▪ T (954.80) \— -- ▪ 0 ct— — 4P. .010 I ><c to 952,.00) 13.22' SETBACK 0 ___( 36.50' t (953) c.n M 40 0? cL cn LEGEND • MONUMENT FOUND o IRON PIPE MONUMENT SET • WOOD HUB SET 1111- DENOTES DRAINAGE ARROW A • 61, EXISTING SPOT ELEVATION X \ (1027.76) PROPOSED ELEVATION AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS 0 FIRE HYDRANT el CATCH BASIN SEWER MANHOLES @ 01' ,SWIZ t_r 6-v2/ _Roo ,47/e7zue, Zdz.n A/117 LOT 21 BLOCK 11 EXISTING HOUSE <,D 04. t Up. 2t."?.3. o 64f ( A-v iN S31) <091 cb 41 952.20i) .41111m. CD 01 1 b(955.00) 10' SETBACK LUNE o X g5t1 „op SW 3.00' -5-d30 — ---- b 04 24.50' 0 LU (11 0 LU 0_ (r) 0 D CC 0 CL LOT 19 BLOCK 11 12.00' LOT 18 BLOCK 11 EXISTING HOUSE LOT AREA SQUARE FOOTAGE: 10123 SQUARE FEET APPROXIMATE SQUARE FOOTAGE*. PROPOSED BUILDING AREA = 2123 PROPOSED DRIVEWAY AREA = 1430 X 1— C4. , 0. , In :1-4tTREls PROPOSED DRIVEWAY 4.6% X c6 60.73' ' 0 LU (i) j 0 0 CL 0o < CL 0 ,6 .4411n EXISTING cIc „„!' SHED 0)"' .<01x• cr) X (954.20)4 .4111.m. ><" PIT / Lri NT WOOD FENCE 49.8 11027.761 / I 888.4533"W 134.98 (135.00 PLAT) 20.00' (955.00) LID Stonebrooke t4i!Ocii3 • I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. MA,.. Aaron]. Mapes 45507 DATE 06-25-2014 DESI(a4EL) AJM DRAWN GBL CHECKED AJM Ju n 0 5 . 2 0 14 - 4 : 38 p m - 5: PR 0 J E CT S S U R VE r0 3 1 6 _ Cu s to m _ Ho m e s _ LL C W o r m a n da le 2n d A d d i t i o n Ca dd _ Fi l e s to t 1 9 B lo c k 1 1 . dw 9 11027.761 • MONUMENT FOUND o IRON PIPE MONUMENT SET • WOOD HUB SET DENOTES DRAINAGE ARROW EXISTING SPOT ELEVATION PROPOSED ELEVATION AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS 0 FIRE HYDRANT CATCH BASIN SEWER MANHOLES DECIDUOUS TREE CONIFEROUS TREE CONCRETE SURFACE —OHU— OVERHEAD UTILITIES 10 20 SCALE FEET Stonebrooke Engineering Responsible Solutions- CERTIFICATE OF SURVEY LOT 19 & S HALF OF LOT 20, BLOCK 11 NORMAN DALE 2ND ADDITION DRAWN GBL CHECKED AIM SHEET OF 1 88845'33"W 134.98 (135.00 PLAT) LOT AREA SQUARE FOOTAGE: 10123 SQUARE FEET EXISTING ELEVATIONS: FINISHED FLOOR ELEVATION = 956.44 LEGEND CIMB MAILBOX —XC— CHAIN LINK FENCE • UTILITY PEDESTAL ▪ LIGHT POLE — XW— WOOD FENCE LEGAL DESCRIPTION: Lot 19 and the South Half of Lot 20, Block 11, NORMAN DALE SECOND ADDITION, according to the recorded plat thereof, on file and of record in the Office of the Hennepin County Recorder. WOOD FENCE 0.92 ' A7o,//' z/enz/e, Zazz.72(7, 50.1 N 2o/i EXISTING HOUSE N LINE OF THE S HALF OF LOT 20 LOT 20 BLOCK 11 (135.00 PLAT) N8846'31"E 135.00 p. 0 30.70' < 00 D 0 0_ QtI 1-0 EXISTING _ .50 HOUSE 4.70' 4.40 4.40 CONCRETE pApo LOT 19 BLOCK 11 0 4, CONCRETE DRIVEWAY n a cs, EXISTING GARAGE 22.20' (-4 CR ‹)‹.3 b-1 WOOD FENCE EXISTING SHED I- 04.4 0 El) S0 0 6 4 1 '2 4 "E 7 4. 98 0.82 EXISTING HOUSE SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com 49.8 k363O 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. Aaron J. Manes 45507 no-r, 06-05-2014 -XC- 'CHAIN LINK FENCE UTILITY PEDESTAL -0- LIGHT POLE - XW- WOOD FENCE DECIDUOUS TREE $,E CONIFEROUS TREE CONCRETE SURFACE TREE TO BE REMOVED -s F- SILT FENCE BIOROLL LEGAL DESCRIPTION: Lot 19 and the South Half of Lot 20, Block 11, NORMANDALE SECOND ADDITION, according to the recorded plat thereof, on file and of record in the Office of the Hennepin County Recorder. PROPOSED ELEVATIONS: FIRST FLOOR = 957.40 TOP OF FOUNDATION = 955.60 GARAGE FLOOR = 955.10 BASEMENT FLOOR (FB) = 946.60 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. 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. J< F F (95.5.0U) WOOD NCE Lc) CM In cy) 12.00' LOT 19 BLOCK 11 I 12.00' bj 1(1) EGRESS I N I I. I in PIT I 10' SETBACK LINE STORilll _z 1_1Z 5/0_/17C0/1407: /V. _177,:z4N- cv iZolf _Z-76/Z7-167, 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 ALL CATCH BASINS 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 (1 1/2" -3" CLEAR ROCK MIN. 6" DEEP) ENTRANCES 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. 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. (953) X _ %.952 20) -41111 <on/ 0 ROCK CONSTRUGTION ENTRANCE (1 1?2" -3" CLEAR ROCK MIN. 6" DEEP) \ S S 60.73' r N LINE OF THE S HALF OF LOT 20 S I. / ) W ,E,)] 5.00' LU 0 LC) 3.00' CM LOT AREA SQUARE FOOTAGE: 10123 SQUARE FEET APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2123 PROPOSED DRIVEWAY AREA = 1430 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. (955.O0) 0. THE BUILDING AREA OCCUPIES 20.9% OF THE LOT. (25% OF THE LOT IS THE MAXIMUM ALLOWABLE BUILDING AREA) SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com (135.00 PLAT) 1 N8846'31"E 135.00 .4_--s-T.-----=-An- - I- (954.80) P1.----- - Cn Fri o 6 I ... to _495,5.....00)_1 322' \ Z SETBACK a. 36.50' (A \ 0 b o 0. cni- ° 2054.60) s ..441:74.4„. s S8845'33"W 134.98 04. 116.al.a3.60ct (954.20) (135.00 PLAT) 20.00' (A) (955.00 (P4a.1 otE innr 1 3636 LILIE WOOD FENCE C. S • 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 FIRE HYDRANT CATCH BASIN SEWER MANHOLES 11027.761 1=IMB MAILBOX WIDTH AS SHOWN ON PLAN TURF SOD PROVID S PRE-TREATMENT PERIMETER LA N EDGING STAKE 5' 0.0 09C"II 0 6" MAX POOL ENGINEERED SOIL 24" MIN.' FOR SOIL ".=TREATMENT SCARIFY 6" TO 9" DEEP WITH TOOTH BUCKET TO REMOVE COMPACTION. MIX WITH ENGINEERED SOIL TYPICAL CROSS SECTION (A-A) //// (A) GUTTERS IN THIS LOCATION TO CARRY ROOF RUNOFF TO FRONT YARD (B) CONTACT ENGINEER TO PERFORM SITE INSPECTION PRIOR TO INSTALLATION ENGINEERED SOIL CONSISTING OF 70% COURSE WASHED SAND/30% ORGANIC GRADE 2 COMPOST. 24.50' EXISTING? SHED (r) 10 20 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEf MINNESOTA. 6 (I) TYLER W NEWHALL 45283 JULY 01 2014 Stonebrooke DRAINAGE & EROSION CONTROL PLAN LOT 19 & S HALF OF LOT 20, BLOCK 11 NORMAN DALE 2ND ADDITION 'Li SHEET 1 OF 1 /6-25-2014 /UM PER CITY COMMENTS 16-26-2014 AJM PER CITY COMMENTS 17-01-2014 AJM REVISE CONST, ENTRANCE NOTE EIMER MEN DRAWN GEL CHECKED TWN Ju l 0 1 . 2 0 1 4 - 1 0 : 3 4a m - S: PR O J EC TS S U R V E Y ,0 31 6_ Cu s to aL Ho m e s _ LL C W c r m a n da le 2n d Ad d lt i o n Ca dd _ Fi l e s to t 1 9 B l o c k 1 1 E C . dw g