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®2016 Westwood Professional Services, Inc. ( o "- �- p a/ Call 48 Hours before digging: <br /> 811 or call811 .com <br /> Common Ground Alliance <br /> DENOTES SOIL BORING <br /> DENOTES SILT FENCE <br /> �/ DENOTES HEAVY DUTY SILT FENCE <br /> --980- DENOTES EXISTING CONTOURS <br /> �980- - DENOTES PROPOSED CONTOURS <br /> WA WA AT WA J I / 928 � � \ \ / DENOTES EXISTING STORM SEWER <br /> I <br /> - \ Q >\ �►►--■ DENOTES PROPOSED STORM SEWER <br /> �� w \ <br /> f- � \ � � � � / DENOTES EXISTING TREE LINE <br /> It 9 Q �Q , -` 7�� DENOTES APPROXIMATE TREE <br /> I j l I l \ 26 L �� \ REMOVAL LIMITS <br /> I I// X 856.3 DENOTES EXISTING SPOT ELEVATION <br /> 9 6 I 936 I I \ ICI t \ 66.30 DENOTES PROPOSED SPOT ELEVATION <br /> J ! 1 / - - D I i / / DENOTES BIO-ROLL EROSION CHECKS <br /> o / r I Q ^ WAT \ <br /> ( D Q _ _ 936--�- POND 13 _ a � ��< E.O.F. DENOTES EMERGENCY OVERFLOW <br /> 9 UTL .0 92 , I I <br /> I 36 0 _ _ I I I I°IH 2 I I _h DNR PWW d o ELEVATION J I I I / \ El WETLAND BUFFER MONUMENT <br /> �V I WETLAND LIMIT <br /> -936 936 Eo.F. _ _ 936 PROPOSED WETLAND FILL <br /> 93 934 -:.-:::.-:.934..:....;::.... ;>::.:::..... :::..:..:::.::::. ::..::::.::>:::.........-:::... ,. <br /> I o _4 - _ 4�- :;s>s:s::;:;;;: ss::::;>;;>::::::::.:........ :<;;;. / WE TAN \ <br /> 1 _ - _.-:.:.- -:. / 0 WIDE POND <br /> I r 93 3a 938 938 - :::: 928 / KES 1 TENANCE <br /> 9 940 940\ 940 936 <br /> 936 r" I I 1 I // \...; g 17 � O� � � /• / :;;;;; :>;; \ T t Q <br /> 4 } .5 6 I I I} I I 1 \ \ pry % /• /� LOT CORNER ELEVATION <br /> A 1 a- R(2) 2) R 1) II I I I I I 0 933. W 3 / \ `..:.;.;::-.\ �p <br /> �/. I I 932.2 9 2. 932.8 933.5 R 933.5 R I R 933. 933.5 G 1933.5 R I} I G 941 X G 941. G 1•5 / ` \ ` .� /• <br /> N d l l N 1 \r <br /> 939.5 939.5 G+ 3 / /• / \` <br /> 1 / o� s / d \ ✓ 99 LOT NUMBER <br /> I <br /> 936 DRAINAGE ARROW <br /> AT WA WA WA a.eaz \ n f <br /> osax / /• /• / 520.5 FINISH GROUND ELEVATION <br /> 1 TH STREET N. 8"PVC 0609 asox 93874 w , o /• I �' s <br /> � r- POND 12 o O / / � AT REAR OF PAD <br /> 9 9 s L•P I �� O, / c�`o/ / wry. rn OUTLET �� b it) ( IF APPLICABLE ) <br /> I OU LE EL 927.0: _,�v LO LO 517.0 <br /> 1G I I I �,•1 1 �Q � I � I I� --�1- nrnMm arnc<co�1•J I1I� rnco Mrnw_ _2 I ��I-do-1`� I . I II 93o. �h ��::;:; . �,'tj�: ...// /I • ` �I // �/,�/�y9���QV/ <br /> . crno•I orn 1✓1 HW� N cV• n � NL=D 9B28.6 <br /> � <br /> 524./0� N <br /> MINIMUM B ASEMENT FLOOR <br /> m ELEVATION <br /> 936 EO. r <br /> 934 _ G 941.5 o FRONT GARAGE SLAB ELEVA <br /> TION <br /> � o 9 N <br /> 1 <br /> Q DRIVEWAY <br /> M JI, <br /> J <br /> I / y _ _ �" �' _ _ ° ° / I ::<:: ' D/ LO = GRADED FOR 5.0' DIFFERENCE FROM <br /> J L / 1 FINISH GROUND ELEVATION AT REAR OF PAD <br /> f 7 1 4 " y - / / / \ / 9 TO FRONT GARAGE SLAB ELEVATION.E.G. . 10 M� f � �^ II / / <br /> - - - - - a N N WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM <br /> - J I aM 00 p � .4j N / 5 0 3j <br /> FINISH GROUND ELEVATION AT REAR OF PAD <br /> / r �"? / \�\9 G JI {I swo .;. / J TO FRONT GARAGE SLAB ELEVATION. <br /> •/ c� `` \ / WO = WALKOUT <br /> I t 32 9M� 1N \� <br /> LO = LOOKOUT <br /> fCY) � I 8� 9 � � � R RAMLER <br /> I g. M ' p 7 ` / / 2 ���/// SLO SIDE LOOKOUT <br /> i/ <br /> , 34 S rn M µ � .o.F. N N I I <br /> I p 1 NOTE: <br /> I \ \ V / / L.P. L` rn_ I ���� I / / / / L//� <br /> 1 \ � \,\ / THE (1) INDICATES THAT THE GARAGE IS <br /> I m `s4 s R l j/ 7 /�l 8 I - /�9tij f ,� o�,a N 3 \, / / 1 BLOCK OR 0.7 FEET BELOW THE FIRST <br /> FLOOR ELEVATION. <br /> TYPICAL LOT <br /> 932 I � �°R �� .O AND KES 2 /� ,�� / � �•� 1 � � I � <br /> -- 1 � /o 1 <br /> 1 <br /> •5 CL- ' b \ � I <br /> D 0 b 930 1 ' / o / <br /> 3 / <br /> LP. 'p 0 <br /> L-f7 <br /> i ri �\ <br /> /I L WETLAND KES 2 0 \ 1 l�1 \ , ` �A D KES 2 9 .14 E.O.F.\ 1 <br /> EXIS G FLOODPLAIN \ <br /> ELE 9 .6(TYP) \ \ l <br /> 1 <br /> W D KES 2 ~ v <br /> g <br /> i 90 S 938 <br /> J� <br /> 9 j O. \9�2 16` / 1 \ �r Rr3J y <br /> `9 CD <br /> / POND 10 <br /> OUTLET <br /> EL 9208.5 � �o �h \II " � 1" 1dM <br /> HWL=93 ���POND BOTTOM=918.5 C <br /> III o %V <br /> p) I `J �N�M/ ti� / 2 /`/ (5�98a�5 I LP a i <br /> _ 1 e <br /> 4M 1 C) <br /> D / I928 "'�, j \ / / 1 I { I I 934 932 <br /> 4 <br /> � I I <br /> ` \ N " 936 9 .s <br /> 3 1 o I N- III <br /> 932 <br /> D OUTLET EL=928.0 1 ,(� <1 <br /> a <br /> \ co �00 I HWL=928.5 I / l 926 \ <br /> / 3 I N o o POND BOTTOM=900.0 <br /> M I / / N N <br /> °' °' i i 914 I POND 19 \ <br /> 4 O <br /> 1 I M OUTLET EL=929.5 <br /> HWL=930.0 0" <br /> � D�B0TTOM=904.0 <br /> rn J /� 9�0' // O o / I � I I R I 0' 100' 200' 300' <br /> _ I G) <br /> m. A - NOT FOR CONSTRUCTION <br /> / a� rn J <br /> 1 o �,/ N / o a I I L. Date: 11/29/16 sheet: 10 of 27 <br /> �e LI <br /> / °� �'` �Oi S .i / / � a ° 1 I I �� W E.oF ND KES 2 � ` • <br /> I / a 0008463GDP02.dw <br /> Adelaide <br /> I hereby certify that this plan was prepared by me or under my Revisions: Prepared for: • <br /> Westwooddirect supervision and that I a duly licensed PROFESSIONAL �� �H II Landin Preliminary Grading <br /> ENGINEER under the laws of t the State of Minnesota. 12 13 16 Revised Wetland Delineation <br /> 02/05/17 CITY COMMENTS ��• FM II OP5 Adelaide LLC Phone (952)937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS Drainage and Erosion <br /> Fax (952)937-5822 Eden Prairie,MN 55344 Drawn• DWR 1660 Highway 100 South, Suite 400 <br /> Toll Free (888)937-5150 westwoodps.com Francis D. Hagen II, PE g Y <br /> Westwood Professional Services,Inc. Dates 02/05/17 Ucame No. =6 Record Drawinby/date <br /> St. Louis Park, MN 55416 Hugo, MN Control Plan <br /> L <br />