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<br />WestwoodPROFESSIONAL
<br />nN:u' under the laws of the State of Minnesota. 12/13/16
<br />' 02/05/17 CITY Phone (952) 937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS
<br />Fax (952) 937-5822 Eden Prairie, MIN 55344
<br />Toll Free (888) 937-5150 vvestwoodps.corn Francis D. Hagen H, PE
<br />-
<br />EROSION CONTROL NOTES:
<br />ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN—PLACE
<br />PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL
<br />VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE
<br />ON—SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED
<br />INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE
<br />AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL.
<br />TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE
<br />INCIDENTAL TO THE GRADING CONTRACT.
<br />ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END
<br />OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED
<br />ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.
<br />GENERAL GRADING & DRAINAGE NOTES:
<br />ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER
<br />GRADES UNLESS OTHERWISE NOTED.
<br />REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT
<br />HORIZONTAL SITE DIMENSIONS AND LAYOUT.
<br />THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING
<br />UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD—VERIFY
<br />PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
<br />ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN.
<br />ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.
<br />POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.
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<br />DeSUON : FDH II Prepared for:
<br />Checked: FDH 11 OP5 Adelaide LLC
<br />Drawn: DWR
<br />1660 Highway 100 South, Suite 400
<br />Record Drawing by datc St. Louis Park, MN 55416
<br />Call 48 Hours before digging:
<br />811 or ca11811.com
<br />Common Ground Alliance
<br />LEIGRM
<br />LOT CORNER ELEVATION
<br />99 LOT NUMBER
<br />DRAINAGE ARROW
<br />520.5 FINISH GROUND ELEVATION
<br />AT REAR OF PAD
<br />LO LO 517.0 ( IF APPLICABLE11 )
<br />524.0 MINIMUM BASEMENT FLOOR
<br />ELEVATION
<br />in FRONT GARAGE SLAB ELEVATION
<br />M
<br />N I.7
<br />04 0
<br />DRIVEWAY
<br />LO = GRADED FOR 5.0' DIFFERENCE FROM
<br />FINISH GROUND ELEVATION AT REAR OF PAD
<br />TO FRONT GARAGE SLAB ELEVATION.
<br />WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM
<br />FINISH GROUND ELEVATION AT REAR OF PAD
<br />TO FRONT GARAGE SLAB ELEVATION.
<br />MIO = WALKOUT
<br />LO - LOOKOUT
<br />R = RAMLER
<br />NOTA: SLO = SIDE LOOKOUT
<br />THE (1) INDICATES THAT THE GARAGE IS
<br />1 BLOCK OR 0.7 FEET BELOW THE FIRST
<br />FLOOR ELEVATION.
<br />TYPICAL LOT
<br />DENOTES
<br />SOIL BORING
<br />Duration of
<br />DENOTES
<br />SILT FENCE
<br />DENOTES
<br />HEAVY DUTY SILT FENCE
<br />_-980--
<br />DENOTES
<br />EXISTING CONTOURS
<br />X980 -
<br />DENOTES
<br />PROPOSED CONTOURS
<br />[]— t>>—r'
<br />DENOTES
<br />EXISTING STORM SEWER
<br />OF— P* -�
<br />DENOTES
<br />PROPOSED STORM SEWER
<br />0.33 acres
<br />DENOTES
<br />EXISTING TREE LINE
<br />DENOTES
<br />APPROXIMATE TREE
<br />REMOVAL
<br />LIMITS
<br />x 856.3
<br />DENOTES
<br />EXISTING SPOT ELEVATION
<br />(3,006)
<br />DENOTES
<br />PROPOSED SPOT ELEVATIO
<br />13- Wetland KES 2
<br />DENOTES
<br />810—ROLL EROSION CHECK
<br />P
<br />DENOTES
<br />EMERGENCY OVERFLOW
<br />E.O.F.
<br />ELEVATION
<br />❑
<br />WETLAND
<br />BUFFER MONUMENT
<br />P
<br />PROPOSED WETLAND FILL
<br />LOT CORNER ELEVATION
<br />99 LOT NUMBER
<br />DRAINAGE ARROW
<br />520.5 FINISH GROUND ELEVATION
<br />AT REAR OF PAD
<br />LO LO 517.0 ( IF APPLICABLE11 )
<br />524.0 MINIMUM BASEMENT FLOOR
<br />ELEVATION
<br />in FRONT GARAGE SLAB ELEVATION
<br />M
<br />N I.7
<br />04 0
<br />DRIVEWAY
<br />LO = GRADED FOR 5.0' DIFFERENCE FROM
<br />FINISH GROUND ELEVATION AT REAR OF PAD
<br />TO FRONT GARAGE SLAB ELEVATION.
<br />WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM
<br />FINISH GROUND ELEVATION AT REAR OF PAD
<br />TO FRONT GARAGE SLAB ELEVATION.
<br />MIO = WALKOUT
<br />LO - LOOKOUT
<br />R = RAMLER
<br />NOTA: SLO = SIDE LOOKOUT
<br />THE (1) INDICATES THAT THE GARAGE IS
<br />1 BLOCK OR 0.7 FEET BELOW THE FIRST
<br />FLOOR ELEVATION.
<br />TYPICAL LOT
<br />Adelaide
<br />Landing
<br />0' 200' 400' 600'
<br />NOT FOR CONSTRUCTION
<br />Date: 11/29/16 sheet: 9 of 27
<br />0008463GDP01.dw
<br />Overall Preliminary
<br />Grading, Drainage and
<br />Erosion Control Plan
<br />Duration of
<br />Impact
<br />Wetland ID
<br />Size of Impact
<br />Type of Impacl
<br />Permanent (P)
<br />or Temporary
<br />(T)
<br />11 -Wetland KES 2
<br />0.33 acres
<br />Fill
<br />P
<br />(14,371 sf)
<br />12- Wetland KES 2
<br />0.07 acres
<br />Fill
<br />P
<br />(3,006)
<br />13- Wetland KES 2
<br />0.33
<br />Fill
<br />P
<br />(14,579)
<br />14- Wetland KES 2
<br />0.11
<br />Fill
<br />P
<br />(4,866 sf)
<br />15- Wetland KES 2
<br />Fill
<br />P
<br />(3,330505 sf)
<br />16- Wetland KES 2
<br />0.12
<br />Fill
<br />P
<br />(5,165 sf)
<br />17-KES 3
<br />0.28
<br />Fill
<br />P
<br />(12,290 sf)
<br />Total
<br />1.32 acres
<br />(57,582 sf)
<br />Adelaide
<br />Landing
<br />0' 200' 400' 600'
<br />NOT FOR CONSTRUCTION
<br />Date: 11/29/16 sheet: 9 of 27
<br />0008463GDP01.dw
<br />Overall Preliminary
<br />Grading, Drainage and
<br />Erosion Control Plan
<br />
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