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02016 Westwood Professional Services, Inc. POND BOTTOM=900.0 Call 48 Hours before digging: �� u 811 or call811.com \ >�"� I \ Common Ground Alliance 10 9.3 ass` I� WETI-MID KES 2 / \ DENOTES SOIL BORING DENOTES SILT FENCE �s °0*0 � N I � �� DENOTES HEAVY DUTY SILT FENCE �\ ` 0) f� r� �. \ r----�� qo � ---980- DENOTES EXISTING CONTOURS a � . O w �\ I Q � r s3o ---980- DENOTES PROPOSED CONTOURS 1 �1 �/ r•- �� ✓ j l ��- DENOTES EXISTING STORM SEWER � Y N OF-►►--■ DENOTES PROPOSED STORM SEWER 1 DENOTES EXISTING TREE LINE - - E.O.F. l �T� �� I DENOTES APPROXIMATE TREE POND 8 / OUTLET EL=930.0 �I (� a REMOVAL LIMITS HWL=932.2 EXISTING FLOODPLAIN \ I x 856.3 DENOTES EXISTING SPOT ELEVATION POND BOTTOM=922.0 ELEV=928.6(TYP) 66.30 Tiji - 924 - - - -- �-- - --- /-"% '- I DENOTES PROPOSED SPOT ELEVATION - - - -�__,` - - - - - - --ow - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o� L DENOTES BIO-ROLL EROSION CHECKS POH POH POH POH P� POH DENOTES EMERGENCY OVERFLOW I Mot / E.O.F. ELEVATION �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - 0) f O.F. ��- ETLAND KES 2 o n Q 0 0 ❑ WETLAND BUFFER MONUMENT _ I FILL=0.08 AC. I f 7 `L ` OUT LO D ` M r,g3o� f �, �<v I I f� ) o °' PROPOSED WETLAND FILL ��1 n C� WETLA� <. WETLAN� KES 2 f / FILL=0.12 AC. WETLAND KES 2 932 LOT CORNER ELEVATION . ..� t� OUTLOT D 1 In I LO n 99 LOT NUMBER ' P38s'- _`_,_/ ��s •� � 93J 2 \9 932 ov _ POND 6 w DRAINAGE ARROW .� g34934 OUTLET EL=930.0 G WO 520.5 FINISH GROUND E L ) EVATION o HWL=932.5 Sk 2 0) ATREAR OFPAD3 � 93 - POND BOTTOM=924.0 EOF g28 0 IF APPLICABLE wO \ 920- (0 . ss 524.0 MINIMUM BASEMENT FLOORPOND 5 9a3 wo \ c9 � � , (► Z� �, i :_;, � M I �� ` ELEVATION OUTLET EL=930.5 o 1 1 I m m� �o✓ 4 I , I` II in N FRONT GARAGE SLAB ELEVATION POND BOTTOM=922.0 N�, HWL=932.3 C - Un POND 7 \ � t 1 OUTLET EL=930.0 DRIVEWAY A \ J HWL=932.0 �' 0 WIDE POND E.O.F. BOND BOTTOM=920.0 .. MAINTENANCE �� 1928� LO = GRADED FOR 5.0' DIFFERENCE FROM ............... .... �" �/ FINISH GROUND ELEVATION AT REAR OF PAD •, _ � h ,�,� � ,. ::: , ..:::.-:.. � \ ............. .....�'� ACCESS(TYP) 930 gN3 f ` - ....::. ....................... ...................... 4 - - � .. TO FRONT GARAGE SLAB ELEVATION. \ s o.7 0 [::s 9 • \ w :::.:�� ` 9� .. _ N_ _ - - N - - 93 as \ WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM \ " sas " ' <M FINISH GROUND ELEVATION AT REAR OF PAD `� _� ? ".:::_:.. � =:;;; ` 3Q.:=::�:�:=<::=;:;:_:-::' ' _ g26' ....:... - - 935.7 935.4 3 3 \ \ h - / TO FRONT GARAGE SLAB ELEVATION. .. y ro / 2 ............... 'a 936.0 J II II I wrn rn �:::.. ..::::::::::.-:.-:::.-:.-:::.-:.-:::.-.............. .....-:.-:::::i:=ii:�:_:-::::.::... `L :�::�� h \ - WO = WALKOUT - 930- e M � 935.E WO 934.5 � h m�n t.� LOOKOUT - s •h c - 0� 9 WO I 1 �a 9 N 1 WO .5 J 42 '? s.6 9 a 93 a aS O I v M 43.6 G- 9 m M rn _iii:_ir.:aca eacar.:acar.:acar.:acar.::::ar.::::ar.::::ar.::::ar.:::ii:_iiiiii:_iiiiii:_i.::.i-.. ° \ � ` _ � '? 1Y0 r - - "L - - - - � 935.4 a •� WD 943.fi G G D m m I /OC ` \ 1p•5 � � I WO � 9 44 I GO 943.7 I I 943.4 I 9 940.9 / 3 r R = RAMLER I 9 G E.O.F. 93 �, WETLAND I \ ./// 936.4 935.5 I I I 935.9 I 936.0 I G - ' I q- V 93S WO 1 944.0 �s aos o ' 9A3• � �� 935. KES 2 I M o o - , e� \ �� ° I s3s•5 943.5 11 5 �/ / ^- - - THE (1) INDICATES THAT THE GARAGE IS 9361 WO g43.5 s41.2s in 1 BLOCK OR 0.7 FEET BELOW THE FIRST "� I / 936.4 WO ( yy0 936.4 WO 935.9 WO g35.5 935.5 WO(1) 935.9 WO 936.1 WO WO I G O.F. / O I FLOOR ELEVATION. G 944.4 G G 944.4 1 I I G 943.5 I 942.8 G I I 943.9 G 43.9 3_� �O TYPICAL LOT 941.18 J - - - - J - CL=CL `• -�- - - - ^' �- I �- I � ¢ � 940.23 - 1 I ♦y°� \ �e / 1 /// \ O.eo% - ' I �Yw I I I w I // \ �� - - - - - L.P. \ b - - - -I / y / G wok e \ / �R�B + 4 II II I I I I 7 • C / - ao.0 1 rn rn I I I / 39. 8 5 2 s'P I I I I <O G 944.4 G 944.4 H.P. I � z � <,7 o G D •/ G / ` \ 9 // 9a6.1 I R 36.4 R 936.4 I I G 943.9 I I 942.2 G I I 943.9 G 943.9 G I I 1 rn _ - L - j L R 9 5.9 935.5 R(2) 935.9 R 935.9 R 'o w I - i L 4 � � 1 � I I I I �\ \ 13 \� I I I I 1 �13 11 14 15 - - �� , N< 6 _ _ <O I s o // E . . I 944 I I I I Eo.F. I i- ' ^� I 5 p J _ 1 gM \ / -940 - I - LA ' 9 942 s?1 - - - g42 a - - - 9 A N 2 121 o d UTLOT -B p I I_ Uk ° 12 -7.a -g g38 RE- - - - - 942 �.2 N� I � �'J I ( 0 � • J 9360 / \ / ' z 9 // 9Q2�1 .��a. . r 40 F��. -g42- - -� o I co N N I I A" �J =3ea/- 1�, x 4 x <M I " I ` I - - - - J I �,W 1 m rn ` / �n 7 N / / I I I m n 9 8 1 7 I 1 I m I \ 1 \ ��' _ _ I 1 10 I} 942. , L .5 1 of w>, I - -, -- 938 "3I 1 - 9 f 944.0 G H.P. - I� = U J 1, _� �39 JS99 k (I' 9�x� 943.4 943.3 G 943.6 G 93fi.o R E.O.F. -' 93s.4 93s.3 R 935.6 R LO 60 E.O.F. M. J P /'9�� $� 3SaS / � _ � - - - i' r - �\ GAG / �930 943.5 943.0 G I 944.0 V • \��L\ // � 5.5 935 (1) 935 WO I I 943.5 G 943.7 G �IyS 926 ' \\� / sass �- "- / /p�� O,�� l;�P // Np ° 928 935.5 ND S TL KES 1 OUTLOT tI �� - - � L - - - L - - - - - -� � g30 � 932- �° � 9 4 �_• �� _ 9 0 - _ �- o O d a Q Q v i t t7 POND 21204 \ _ 32 -�\ ds SAN ds UTLET EL=930.0 �vV �� v e-••v- s vo p HWL=932.5 0 <3o d 'O1�IB 0 - 1. SA \ s° Pv\ OND 3 vc o Q POND BOTTOM=920.0 Q D / o � � \\ / UTLET EL=930.0 � SAN \a qs -`. HWL=932.5 ,_POND OTTOM=9 0.0 SAN s � 0' 100' 200' 300' NOT FOR CONSTRUCTION Date: 11/29/16 sheet: 13 of 27 Adelaide 0008463GDPO5.dw I hereby certify that this plan was prepared by me or under my Revisiongic Weftwooddirect supervision and that I t a duly licensed PROFESSIONAL D FDH II Prepared for: LandingPreliminary Grading ENGINEER under the laws of the State of Minnesota 12/0/16 Revised Wetland Delineation P Adelaide LL 02/05/17 CITY COMMENTS �`�' MH II O 5 C Phone (952)937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS Drainage and Erosion Fax (952)937-5822 Eden Prairie,MN 55344 Drawn: DWR Toll Free (888)937-5150 westwoodps.com Francis D. Hagen II, PE 1660 Highway 100 South, Suite 400 Westwood Professional SelrWices Inc. Uwe 02/05/17 Lie No. 17716 Record Pm`"'n by/date St. Louis Park, MN 55416 Hugo, MN Control Plan L