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0 2016 Westwood Professional Services, Inc. 934� 33g 335 G1 9¢�•s H.P.12 '2 �"' f I Call 48 Hours before digging: <br /> 933.g /� l� 9335 /l 335 G� G �,y� \�\ 811 or call811 xom <br /> D 0 b 930 1 � � � / I if/ 4�.s � 3 a � / c,° \ / � / <br /> h a - �"� // I Common Ground Alliance <br /> / <br /> a"'��° ,� O /' / J <br /> 0hs <br /> IEGENIX <br /> DENOTES SOIL BORING <br /> h I I WETLAND KES 2 1 �1 \ 9��y, \ / ` 1"M I W� DENOTES SILT FENCE <br /> AND KES 2 �� 14 / E.O.F.\ I I DENOTES HEAVY DUTY SILT FENCE <br /> EXIS G FLOODPLAIN \ � � �-980- DENOTES EXISTING CONTOURS <br /> \ �980- <br /> I / ° D ) I � �> � ���'• 9� / l \ ELE 9 .6(TYP) _ <br /> W ND KES 2 \ ` \ 93s / Mry �° DENOTES PROPOSED CONTOURS <br /> ��c / / �90a o� Al L .07 AC. j� / °j/ ��^ 1 �DD� DENOTES EXISTING STORM SEWER <br /> /j �►►--■ DENOTES PROPOSED STORM SEWER <br /> I I D 92 / / oo ` 10' WIDE POND �'SS Ij 6 - DENOTES EXISTING TREE LINE <br /> / / / o� 1 \ � /%�R � <br /> I _ 6 / / f MAINTENANCE \/ G�aJ 2 DENOTES APPROXIMATE TREE <br /> / ACCESS(TYP) 93ss 1 I a REMOVAL LIMITS <br /> 19p2 / l� l I - ;; MM \ L s3o.2 4 --j x 856.3 DENOTES EXISTING SPOT ELEVATION <br /> I O 1 . " \ - 66.30 <br /> ��� � � - - DENOTES PROPOSED SPOT ELEVATION <br /> POND 10 I I ... .... / <br /> 9 I � I I OUTLET EL 928 5 I '�....:::::::::. � ��,/ \ <br /> HWL_930.0 I /���; $ 1 �/�� �\ �/ _� le o sa , DENOTES BIO-ROLL EROSION CHECKS <br /> I I \ I I I POND BOTTOM=918.5 I °' ~ .S / sa E.O.F. DENOTES EMERGENCY OVERFLOW <br /> I - _ � � / G 9 . _ 135 TH S ELEVATION <br /> I r / ' I 0 ao I � � /�3\ / / (4) 339 / l G \ �- ❑ WETLAND BUFFER MONUMENT <br /> 0 0 N I n ' <br /> l (�• 0 0) O) `J �/� / aM \ • / L <br /> PROPOSED WETLAND FILL <br /> Q i ® III o 928 Mp 934 <br /> 932 <br /> 34 - l 933.8 o <br /> o I � <br /> �32 <br /> G \ OUTLET EL=928.0 1 a I / ,� �3° / f, LOT CORNER ELEVATION <br /> i \ co I I I HWL=928.5 926 c l rn <br /> rn rn o o POND BOTTOM=900.0 I / / / N N ^� <br /> D 914 I POND 19 \ LO <br /> LOT NUMBER <br /> OUTLET EL=929.5 � � 99 <br /> Q _ / HWL=930.0 v'� 1--FINISH <br /> DRAINAGE ARROW <br /> I I r I I I 4 _P [ 3BOTTOM=904.0 \ <br /> / O� � / � 520.5 GROUND ELEVATION <br /> co '� Q v °' � O ' s f- 9�� _� AT REAR OF PAD <br /> I I rn �j J C. / U. 3� I ° ONj I 1 / n 517.0 ( IF APPLICABLE ) <br /> MINIMUM BASEMENT FLOOR <br /> ELEVATION <br /> "a <br /> •922 + FRONT GARAGE SLAB ELEVATION <br /> Ma DRIVEWAY <br /> - s <br /> � l <br /> a <br /> I / ' M� ( / / / / / `�` WE W ND KES 2 LO = GRADED FOR 5.0' DIFFERENCE FROM <br /> r _ { / \ / F L_ Q o 26 ( I FINISH GROUND ELEVATION AT REAR OF PAD <br /> POND 9 / II Ma \ TO FRONT GARAGE SLAB ELEVATION. <br /> / CO / OUTLET EL=927.0 / o° 'M WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM <br /> rn I ° I a / FINISH GROUND ELEVATION AT REAR OF PAD <br /> HWL=928.7 o _ 3 I I °,� � <br /> = / / _ ... / / I TO FRONT GARAGE SLAB ELEVATION. <br /> POND BOTTOM 920.0 W� - WALKOUT <br /> R = RAMLERT <br /> SLO = SIDE LOOKOUT <br /> NOTE: <br /> o. \ THE (1) INDICATES THAT THE GARAGE IS <br /> Q � � / / �O°•� � � � / / / / �22 � / � \ `/ eon ^ \ / / /� � 0 1 BLOCK OR 0.7 FEET BELOW THE FIRST <br /> Cb / .� / J <br /> / / / �a \ �° o s FLOOR ELEVATION. TYPICAL LOT <br /> I _ 1 J)\ 0 ;. / �Oj /E• g9$`NG / ° \ / / C( <br /> QD <br /> �.7 �/ p .;? I / 9'h'h^ �°99•5 � � „'�i!\ G 99,�.�9 / � D r <br /> or <br /> / ' / \ / / ` � � . I � �. a �' .•l / 0,59p1 �✓ 939'26/ /\ 9g3 �° 0��9�/ V 0 � -� � / <br /> I _ - /ice <br /> a <br /> g24 920 �M <br /> q - `� O �.. 928- / <br /> 100, <br /> _ I �M � � I 1 POND 18 / <br /> / ,� )co J / / / �> ✓ I 1 ° /: _ -J o I o I OUTLET EL=929.5 / / <br /> • <br /> \, ''�S � <br /> \ � \ <br /> 00, <br /> POND WETLAND 22 <br /> - g0p- - - HWL=928.5 <br /> `^ / <br /> l _ C14 ) 1 J /� ��s� / sz II WETLAND KES 2ON <br /> / <br /> \-3` hr o WETLAN I KES W TLAND KES 2 r \ A --- <br /> 10 <br /> I / <br /> a POi1#. 20 \ �� 02� / I ( 1 W ' x c I / <br /> L \ � <br /> HWL=93G1:;.. <br /> TO M=918.5`ss.'=s>;.. sb- 9 '�` J 1 a / " E.o.F. �� / <br /> q \\sb�. 22` � ���/ c / � / �\ _ l .� 1 POND 8 - `I // <br /> I OUTLET EL=930.0 <br /> \ / �4, / I / '� 0� / HWL=932.2 / `\ <br /> POND BOTTOM=922.0 <br /> - i <br /> - - - - - r - - - / _ - - - =�i� Q y a ' -_\ - - - - - - � - - - - - - - <br /> \ _CID <br /> 0) •9 -° - - - - r .� 9_ ��!�J - - - - - - - - - - - - - - - - - �� - - - - - - - - <br /> :. <br /> > �� �• 9-28'�- / - � - _�_ - -� ��� �.� -a�r.� ��� �• - - - - - - - - - - - - - 0' 100' 200' 300' <br /> 'aVETL ND 2 " J / �� - Z- KES 2 <br /> v ND,1 91 -� --- FILL'=0.08 AC.OU TLETp E =9 2 . = = I I _ �� , NOT FOR CONSTRUCTION <br /> H =92 r / // / FILL�'0,11 AC. I i 930 <br /> _ _ <br /> P D- T 0 9 / � acaN <br /> 9� g2 i ��,� - - - - - - - - - - - - - - - �' Date: 11/29/16 Sheet: 11 of 27 <br /> I ` ` : �VETLAN� S 2 • <br /> Adelaide 000846JGDPCJ.dW <br /> I hereby certify that this plan was prepared by me or under my Revisions: Prepared for. <br /> Westwooddirect supervision and that I am a duly licensed PROFESSIONAL / / � >�H II LandingPreliminary Grading <br /> ENGINEER under the laws of the State of Minnesota 12 0 16 Revised Wetland Delineation Ad laid LL <br /> 02/05/17 CITY COMMENTS �`'�`�' �H II OP,5 e e CPhone (952)937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTSDrainage 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 Control Plan <br /> Westwood Professional services,Inc. Date: 02/05/17 License No. 17716 Record Drawing by/date St. Louis Park, MN 55416 Hugo, MN <br /> L <br />