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i ♦ `.. • • - -w.5 94/. a h <br />© 2016 Westwood Professional Services Inc. 93 93 5 G f ,2 �2 \ ��� ` ! <br />�V <br />\4� 3S —! <br />'i'OND 11 <br />90OUTLET EL=929.0 <br />•h�HWL=932.1 I J <br />I I ` WETLAND KES 2 <br />I W AND KES 2 < �' 14 <br />EXIS G FLOODPLAIN <br />/ ELE 9 .6(TYP) <br />4> �' /.. a;;�_ / / ` �P ( W N D KES 2 <br />I o � f/I O / / � / � � 1 � _� / � /�� ` ` \ _�� ��' \ 1 O (� V G 0 / � 9365 � I (� /�✓J <br />Q I � ` � V i 9p / ✓! <br />/ <br />I � I <br />\l <br />POND 10 <br />I I I IVNI— <br />OUTLET EL=928.5 I / / // \ A SAN -0- <br />i I I 8� �� i SA <br />I I HWL=930.0 �Ma S / Ft 135TH S <br />C) <br />/ ,� / ���, / it 11 \ I 934 9 <br />93 32 <br />r 34' I i —� `� � �� 1g / 3.5 9 I � <br />d _ � <br />O I OUTLET ESL--�9 8 0 <br />\ r <br />}} I h \ I I I I HWL=928.5 l a I l MM // 926 \/ \ <br />I <br />• ' °' I I I / / "" 914 I POND 19 \ <br />OUTLET EL=929.5 <br />HWL= 930.0 <br />oi. <br />® o, 0 0 0, <br />11 I O c 3 <br />IJ <br />M <br />Io <br />/ — a o 1 W �o.F. 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S Av-,^��V C ✓ <br />/ / / / / � _ `/ � 1 / / •°'i -®� / / O I � / � / \\ G � y°'M / / \\ .yah / / � <br />�It <br />� \ �pG /� 926 k, 6 \ f f <br />1 >r JJ <br />00o <br />a <br />100, <br />v <br />rnrn <br />POND 18 / <br />/ ell/ �� \ I IAkk I OUTLET EL=929.5 / / <br />"C3, 1 � / �-.� / � � 1 - 3 I I I� HWL- 930.0 <br />m MI m V <br />000, <br />C/) <br />� I / r' a \' POND/WETLAND 22 // <br />Ij r / L HWL=928.5 / ^ i ii s I / <br />WETLAND KES 2 / <br />W TLAND KES 2 / <br />\ / WETLAN KES <br />� <br />� a POND \ \ ` 1 C'L <br />,ia I d/ D � <br />OU EL=928.5 v o _ <br />�a � , o o � <br />HWL=931.0 \\ ssb� �. l v `� �\ �°� rel �� <br />POND 8 \ 1 <br />OUTLET EL=930.0 / <br />h — \ / a �` HWL=932.2 f/ \ <br />F. \ / <br />-- - <br />73L <br />Y <br />o � N � \ \ - ♦9 0 r — j` 924 <br />s—--—\\----�92$—{�--� `. — --� �� --- ,Z _--- i �.%------------------------- �-------- <br />�, \ s \ �' 9 \ -WETL ND E 2� ` / _ 92 Z— ,J_ i -� TL N� KES 2 <br />\ \ e \ �Q v 916 �� _ FIL`L'=0.08 AC. <br />r�� �__ <br />A v vv OUCT� EL_928_ . 16 / / FILL=0.11 AC. <br />00 <br />.%;� / / °'� /� Q / / ---------------I ray <br />I Q�6 <br />'51�01_,' -A Lk- ­_ I / / <br />I / FII I- <br />DENOTES <br />Adelaide <br />• <br />. <br />direct supervision and that I am a duly licensed <br />sed PROFESSIONAL �' FM II <br />Westwood I hereby certify that this plan was prepared se me or under ALRevisiorm Prepared for: <br />DENOTES <br />HEAVY DUTY SILT FENCE <br />ENGINunder the laws of the State of Minnesota. 12/13/16 Revised Wetland Delineation <br />CITY COMMENTS <br />AdelaideLLC02/05/17 <br />QW -ked: FDH II O 5 <br />EXISTING CONTOURS <br />X980- - <br />Landln <br />Landing <br />Phone (952) 937-5150 7699 Anagram Drive <br />E�-- Do—{- <br />DENOTES <br />EXISTING STORM SEWER <br />OF— 0* <br />DENOTES <br />Fax (952) 937-5822 Eden Prairie, MN 55344 <br />Tai Free (888) 937-5150 westwoocips.com <br />Francis D. Hagen II, PE <br />Drawn: DWR <br />1660 Highway 100 South, Suite <br />400 <br />DENOTES <br />Westwood Professional Services, Inc. <br />02/05/17 17716 <br />Record Drawing by/date: St. Louis Park, MN 55416 <br />LIMITS <br />x 856.3 <br />Hugo, MN <br />EXISTING SPOT ELEVATION <br />Date License No. <br />DENOTES <br />PROPOSED SPOT ELEVATIO <br />DENOTES <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 />N r7 <br />N N <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.dwa <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 />X980- - <br />DENOTES <br />PROPOSED CONTOURS <br />E�-- Do—{- <br />DENOTES <br />EXISTING STORM SEWER <br />OF— 0* <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 />N r7 <br />N N <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.dwa <br />Preliminary Grading, <br />Drainage and Erosion <br />Control Plan <br />