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i `.. • . - -w <br />0 2016 Westwood Professional Services, Inc. ♦ 93, .5 <br />930 <br />I � R h Q � � � ', � ✓ � / g 3g4j.5 <br />Y 3 1 <br />Q� �ll� 5 ` 9335 J <br />1 _ _ �I <br />_ � � J <br />I <br />I �) WETLAND KES 2 <br />AND KES 2 °' 14 <br />l� <br />I EXIS G FLOODPLAIN <br />o <br />ELE 9 6(TYP) \ \ / '0 <br />a C/ 9�6 Or'�p �P ( W N D K ES 2 <br />fj, <br />g2 `9010 <br />` ' WIDE POND <br />• i p � � � 92 / / / O♦ � � 922 / 1 0 . / � <br />MAINTENANCE <br />ACCESS(TYP) 9335 i I a <br />I r / JO O� ♦ 9Q2 • I - MM• \ L so G 930.2 �1 �f <br />I - POND 10 <br />-� <br />I I OUTLET EL=928.5 <br />^ <br />I I IeM <br />i HWL=930.0 / l �y " SAN - <br />I POND BOTTOM=918.5 ��• �,��. 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ND KES 2 <br />505 <br />WE <br />POND 9 <br />OUTLET EL -927.0 HWL=928.7 <br />/ <br />/ <br />I ' a 0) / POND BOTTOM 920.0 / p 01 <br />Y, 4OF <br />/ <br />lire <br />3 / L� <br />F o <br />41 <br />_ / 9 "F_0 <br />011 <br />99R 5 / 99�y9 / A D <br />co 0I J <br />/ 970 I \ �'6 ��Aj <br />910-+ <br />g24 i 920 <br />�1 l4 i / - 00, <br />928- \ <br />/ <br />POND 18 / / <br />OUTLET EL=929.5 <br />o ,- 3 HWL=930.0 / <br />POND BOTTOM=900.0 <br />� I r a POND/WETLAND 22 <br />•( ` 9 II / r /� L J HWL=928.5 <br />N 1 <br />1 WETLAND KES 2 <br />iN / <br />/ <br />00 <br />p <br />• �� ` \ h/ WETLAN / KES W TLAND KES 2 <br />l0, o <br />HWL=93 `C......._:. D ° <br />V <br />\ \ v 1 r <br />(� C� TOM = 918.5 <br />10% , / \ POND 8 <br />�--- :;rb� c l \�� / OUTLET EL=930.0 <br />HWL-932.2 \ <br />o 1 `\I / 9 / POND BOTTOM=922.0 - <br />--��°T7 <br />as.. g2�'-� �- �ia-KN� KES 2 <br />/ \ �" 9 \ KES 2-' <br />\\\ sb v'NETL NDs,POND�1 916 / �/ ----� _ 1 _ 1� <br />° � ` I I � •�►�/ /� i�E•�L-Ai�ll3 � � � o�_� FIL`C=0.08 AC. <br />% \ \ OU�T�LETH E =92 r / // FILL -0.11 AC. - < <br />9'� , • g2 i �A,O------------- <br />I y <br />ETLIA S 2 <br />Adelaide <br />Westwood I I hereby certify that this plan was prepared se me or under AL I � I I Prepared for: • <br />direct supervision and that IEER a duly licensed PROFESSIONAL �' FM II T <br />andin <br />ENGINunder the laws of the State of Minnesota. 12/13/16 Revised Wetland Delineation • <br />Phone (952) 937-5150 7699 Anagram Drive <br />Fax (952) 937-5822 Eden Prairie, MN 55344 <br />Toll Free (888) 937-5150 westwoodps.com <br />Westwood Professional Services, Inc. <br />Francis D. Hagen II, PE <br />Date 02/05/17 License No. 17716 <br />02/05/17 CITY COMMENTS <br />03/10/17 CITY COMMENTS <br />Qw-ked: FDH H <br />Drawn: DWR <br />Record Drawing by/date: <br />OP5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />,MN <br />Call 48 Hours before digging: <br />811 or call811.com <br />Common Ground Alliance <br />LOT CORNER ELEVATION <br />99 LOT NUMBER <br />DRAINAGE ARROW <br />520.5 FINISH GROUND ELEVATION <br />AT REAR OF PAD <br />`n LD 517.0 ( IF APPLICABLE ) <br />524.0 MINIMUM BASEMENT FLOOR <br />ELEVATION <br />n FRONT GARAGE SLAB ELEVATION <br />04 C14 <br />N r7 <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 />W0, SWO = GRADED FOR 8.2' DIFFERENCE FROM <br />FINISH GROUND ELEVATION AT REAR OF PAD <br />TO FRONT GARAGE SLAB ELEVATION. <br />WO = WALKOUT <br />LO = LOOKOUT <br />R = RAMLER <br />SLO = SIDE LOOKOUT <br />NOTE: <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 />0' 100' 200' 300' <br />NOT FOR CONSTRUCTION <br />Date: 11/29/16 Sheet: 11 of 27 <br />0008463GDP03.dw <br />Preliminary Grading, <br />Drainage and Erosion <br />Control Plan <br />DENOTES <br />SOIL BORING <br />DENOTES <br />SILT FENCE <br />DENOTES <br />HEAVY DUTY SILT FENCE <br />-980- <br />DENOTES <br />EXISTING CONTOURS <br />X98()- - <br />DENOTES <br />PROPOSED CONTOURS <br />E�-- Do-{- <br />DENOTES <br />EXISTING STORM SEWER <br />OF- P* <br />DENOTES <br />PROPOSED STORM SEWER <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 />DENOTES <br />PROPOSED SPOT ELEVATIO <br />DENOTES <br />BIO -ROLL EROSION CHECK <br />DENOTES <br />EMERGENCY OVERFLOW <br />E.O.F. <br />ELEVATION <br />❑ <br />WETLAND <br />BUFFER MONUMENT <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 />`n LD 517.0 ( IF APPLICABLE ) <br />524.0 MINIMUM BASEMENT FLOOR <br />ELEVATION <br />n FRONT GARAGE SLAB ELEVATION <br />04 C14 <br />N r7 <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 />W0, SWO = GRADED FOR 8.2' DIFFERENCE FROM <br />FINISH GROUND ELEVATION AT REAR OF PAD <br />TO FRONT GARAGE SLAB ELEVATION. <br />WO = WALKOUT <br />LO = LOOKOUT <br />R = RAMLER <br />SLO = SIDE LOOKOUT <br />NOTE: <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 />0' 100' 200' 300' <br />NOT FOR CONSTRUCTION <br />Date: 11/29/16 Sheet: 11 of 27 <br />0008463GDP03.dw <br />Preliminary Grading, <br />Drainage and Erosion <br />Control Plan <br />