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Home My WebLink About3211721130006-05052014Wire rnoah, rointorooroont (optional) Enginoming tabric Note: Del:RD-ding upon configuration, attach fat:140o *to .rrleth with ficoo rOgs, steel poste with file wires, or mo prtsis with slap[es. Figur° TyploAfi Inslallertion for slit isnot" SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION Moist or ;post or Maio Fabric anchorage drench booktill with farmed natural solt Direrlion of runalf Dow Inch minimum 6 ir-ich minimum Naturalsoll Temporary Rock Construction Entrance/Exit Failure to install the Construction Entrance before disturbing the site soils and/or failure to maintain the Construction Entrance will result in Enforcement action by the City. UTILITY PEDESTAL CALL FR INSPECTIONS j 252 826 0372 with PERMIT NUMBER and ADD LIGHT POLE at. sa.:111:1: I.nalt I:I. length . . mt! o front yar.dsvetlas.c61. 41."4141.: .1 12' wilnirnuin line after back/Ill 5: foiretite.„ INis Non-woven geotextile drainage fabric under and construction Entrance - • ' ; rl Well Reinforcing and -Sheathing — XW- WOOD FENCE DECIDUOUS TREE CONIFEROUS TREE CONCRETE SURFACE 6" minimum thickness 1 1/2" to 3" washed rock EXISTING HOUSE " V 56,n V WOOD)C4PS LOT 4 BLOCK--- R EwAT4 INING a_ 1— o c5 0 0 0 / / LEGAL DESCRIPTION: Lot 3, GREENLEAF MANOR, — according to the plat thereof, on. filympha in the Office of the Hennepin Clififitilteco.ccier,-• ,masoio-n , rirepace LOT AREA SQUARE FOOTAGE. 12099 SQUARE FEET record Confirm property may be Redeveloped Aior to demolition A demolition permit provides no Assurance of permitted future uses ROCK BED EXISTING SHED ROCK BED,t\ - 0.57 CONCRETE WALK (.0 CT) S8956'29VV 92.90 93 PLAT) '91o_ -9 o- WAR/DE\ AV TOP BACK ; E OF CURB/ ..39‘. 13. 60014, 0(1 WrAIRdiii 1 "We Z9L-7/10 / / CERTIFICATE OF SURVEY LOT 3 GREENLEAF MANOR SHEET 1 OF 1 Stonebrooke E.Egluaaying Rospnnside Sal-Nuns- rHAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNUtn ISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS IINNESOTA. 2 ,._,E. ,E, 45507 „,,,n 05-05-2014 girl DRAWN GBL CHECKED AIM Conditions of Demolition/Moving 4' construction fencing shall enclose existing basement perimeter and excavations with slopes steeper than 1:1. Attach fencing to minimum 5' posts buried l' and spaced at a maximum 10' on center. Enclose stockpiled soils with properly installed silt fencing. Property must be restored within sixty (60) days of building demolition/move - utilities abandoned at the property line with a permit, foundation demolished with a separate permit, debris removed, demolition excavation filled to match adjacent grade and seed or sod placed and maintained at disturbed areas OR a permit must be issued for a new structure within. sixty (60) days of the buildina demolition/move. OHU 2 'Nom ROCK BED 25' SETBACK LINE LOT 3 OoK ED .Neol 03 Ld CONCRETE PADPAD I (910,46) 0.78 EXISTING HOUSE FFE ELEV = 911.62 (5)10.40) 39.4' SETBACK LIN OH y_. c--ROCK BED OHU °941:10IN 1\ WORK HOURS: 7:00am to 7:00pm Monday through Friday 9:00am to 6:00prn Saturday NO WORK ON SUNDAY OR HOLIDAYS OHU UHU 2.57 LOT 2 EXISTING HOUSE EXISTING ELEVATIONS: FINISHED FLOOR ELEVATION = 911.62 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 1-017.\ n , c't PROPERTY LINE. THE REQUIRED SIDE YARD SETBACV11 r , IS INCREASED BY 6 INCHES FOR EACH FOOT I --t BUILDING EXCEEDS 15%) r r i:"1" - 25' REAR HOUSE TO PROPERTY LINE ,,f) .CD 0 SURVEYOR: Stonebrooke Engineerir 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-921 Fax: 952-403-6803 www.stonebrookeengine REV. NO, DATE BY CHK NO TRESPASSING NO Excavating! NO Driving! NO TRESPASSING on adjoining properties d_Tr IN 7 ) - LVIATERIALS, DUMPSTERS AND PORTABLE TOILETS SHALL NOT BE STORED IN RIGHT-OF-WAY LEGEND • MONUMENT FOUND O IRON PIPE MONUMENT SET • WOOD HUB SET —0- DENOTES DRAINAGE ARROW EXISTING SPOT ELEVATION X (1027.76) PROPOSED ELEVATION 11027.761 AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS FIRE HYDRANT ta CATCH BASIN @ 0 SEWER MANHOLES CIMB MAILBOX —XC— CHAIN LINK FENCE • .UTILITY PEDESTAL • LIGHT POLE — XW— WOOD FENCE DECIDUOUS TREE 7/1\ CONIFEROUS TREE CONCRETE SURFACE cg TREE TO BE REMOVED SF SILT FENCE BIOROLL LEGAL DESCRIPTION: Lot 3, GREENLEAF MANOR, according to the plat thereof, on file in the Office of the Hennepin County En 0 9 0 LOT AREA SQUARE FOOTAGE: 12099 SQUARE FEET APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2396 PROPOSED DRIVEWAY AREA = 1301 THE BUILDING AREA OCCUPIES 19.8% OF THE LOT. (25% OF THE LOT IS THE MAXIMUM ALLOWABLE BUILDING AREA) PROPOSED ELEVATIONS: FIRST FLOOR = 912.40 TOP OF FOUNDATION = 910.90 GARAGE FLOOR = 910.60 BASEMENT FLOOR (FB) = 902.00 NOTE: SEE BUILDING PLANS FOR ARCHITECTURAL DIMENSIONS. CONTRACTOR SHALL VERIFY DIMENSION & EXTENT OF BUILDING PAD SOILS CORRECTION. and of record Recorder. 912.30) o 7.171 • 15.17' p I STOOP SETBACK LINE 15.17' CONSTRUCTION ENTRANCE ROCK BED RIM •#.2 (§1U5 &F 4IN 6IN -ROCK BED J2 ,91\ ROCK BED EXISTING SHED ROCK BED 25' SETBACK LINE Lu EGRESS PIT 0 co F- UJ (n -910 PROPOSED HOUSE PROPOSED NC GARAGE 00IN <0 0' <0' .,.0 0- 0)- ) S8956'29"W 92.90 (93 PLAT) CLASS V GRAVEL (909) 20.17' ul 1_10 kn\ 9.831 f (910) 9-113.60) 3974-r- cs'1 (93 PLAT) N807130"E 92.98 ; WOOD CHIPS BLOCK- RET,ONING WA)" LOTI-4 0 'c7) CD C; 0 re) 0 0 0 91 EX I S T I N G H O US E rj Cu -n 0 0 U_ (11 U_ (/) LOT 3 CANT OIN EGRES rp,T (91o.5o 29.50' (910) (910.50) 38.00' 'LOT 2 (f) SE TB AC K L I NE 0 CURB TO REMOVED BE CURB CUT WAR \ AV DRAINAGE & EROSION CONTROL PLAN LOT 3 GREENLEAF MANOR DESIGNED AJM DRAWN GEL CHECKED PJM TOP BACK /1 OF CURB,' ( SHEET 1 OF 1 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. I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT JAM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. MA, Chad J. Seaman SET BACK REQUIREMENTS: — 39.40' (FRONT SETBACK IS THE AVERAGE OF THE _J 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 SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com REV. NO DATE BY CHK DESCRIPTION 10 20 SCALE FEET 51 0A311 .247X izz?95f0_/// CO/V_TA)0// PL4 56'08 ifarYerz venue, Zdz.na, JV 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 CATCHBASIN DOWNSTREAM FROM CONSTRUCTION SITE PRIOR TO EARTH-DISTURBANCE. (PRODUCT MUST BE APPROVED BY THE CITY AND OFF MNDOT'S APPROVED/QUALIFIED PRODUCT LIST) 4. PROVIDE CLASS V GRAVEL CONSTRUCTION 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. 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. 4496 BATE 05-05-2014 r_.