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®2016 Westwood Professional Services, Inc. F /j _/ 92 i i 920 - / 1 \\ ` -920� J I - / / Goo / \ / c� �/ Call 48 Hours before digging:
<br /> r 4 ✓ o s28- . I > / I - - �� /� 811 or call811.com
<br /> • /� C - ✓ 9p6 ��`L �� �� _ :' I M I P.5 I Common Ground Alliance
<br /> x I I I V °�� / `�'�' / V ° / I I O� I I p M d 1 POND 18 /
<br /> / / �� / `� ° /::: - - °O rn I I OUTLET EL=929.5 /
<br /> o ' l ✓ :� /� f/ 6��� / / / s _ v '.' >� I oQ HWL=930.0
<br /> • y�o� �// / / I I .� /1 / ,�� // i ;> I M re` II POND BOTTOM=900.0 \
<br /> DENOTES SOIL BORING
<br /> �i, DENOTES SILT FENCE
<br /> 10
<br /> POND/WETLAND 22 I ''f \\ ` / g\ `9� / � � DENOTES HEAVY DUTY SILT FENCE
<br /> • I J f r ( HWL=928.5 / l f \ �� / s`r' , I
<br /> \ ( �9 � J / a ���� �, / �-980- DENOTES EXISTING CONTOURS
<br /> 4 a l . 0p- o 00 't N . 1 �- J / / \ 93 A� ,z I WETLAND KES 2 / �980- - DENOTES PROPOSED CONTOURS
<br /> DENOTES EXISTING STORM SEWER
<br /> 00, 1 , 70 1 J (� ''� ,ma c/ °o; �� �� \ \ �M---■ DENOTES PROPOSED STORM SEWER
<br /> • o ` r ° �� 1 W TLAND KES 2 / \\ s ` / \ \ °O ` \ DENOTES EXISTING TREE LINE
<br /> d ` � hr � � WETLAN KES t �� � N I
<br /> O
<br /> b IDE PONDS �9 ,- Z� ° .// ::: \ /i -` \ I r~ \ DENOTES APPROXIMATE TREE
<br /> :..... j M T ANCE `\ ` ° > ' $ <J ado REMOVAL LIMITS
<br /> '9 s �0 )
<br /> CCE ) 9 1 / J - �/ / \� N \ �� ✓ \ x 856.3 DENOTES EXISTING SPOT ELEVATION
<br /> �� 1 20\� ` 1-D `90 1 .0e EXISTING FLOODPLAIN
<br /> _ \ 2 / G ELEV 928.6(TYP)�'l 1 \ ,,9 �2 M I 66.30 DENOTES PROPOSED SPOT ELEVATION
<br /> HWL=93i` :::;:.. \\ ° v o o _v�/ 1� f \ DENOTES 610-ROLL EROSION CHECKS
<br /> P D TOM=918.5 ::;:::::.. \ ssd 92 SON � � . Eo.F. L DENOTES EMERGENCY OVERFLOW
<br /> � o,'� l - POND 8 E.O.F.
<br /> OUTLET EL=930.0 ELEVATION
<br /> '00F. / \ / g�0� / HWL=932.2 - ❑00,
<br /> WETLAND BUFFER MONUMENT
<br /> :.-:..
<br /> 0
<br /> 0 1 / POND BOTTOM=922.0
<br /> - - - •: - � � � ` / I -,� _�,_-_-� PROPOSED WETLAND FILL
<br /> - - - - - _ 928,..__- - - - - - -� - - - - - - -- - - _ - - - - �� -� - - - - - - 924 - / - - - � ����
<br /> � r
<br /> \ r - j _924 / �`coli
<br /> °�' � - se 9 0 � - �- J - - - -
<br /> oo > / �` „� �o.F. i ETLAND KES 2
<br /> -WETL ND �-��__-- ��--� t
<br /> o N 1 I 916 / i � _ FILL=0.08 AC. I - LOT CORNER ELEVATION
<br /> OUTLET4WL=92
<br /> 92 . I ' r / / / /�
<br /> 1 / O / _ ,-- - �// /� 00 I�
<br /> OUTLE DJ�OT 0 =9 / G acaN _
<br /> �!/ (S 99 LOT NUMBER
<br /> POND B T .5 x ° o, _ I I a �. o��L , �\ \ 2� / 0 /
<br /> \\ \ �9. - - - - - - - - - - - - - - - �-y ( `J C, } DRAINAGE ARROW
<br /> o \\ 6 �;' �- I \ WETLAND KES 2 I 520.51--FINISH GROUND ELEVATION
<br /> , FILL=0.12 A�. AT REAR OF PAD
<br /> N I I ._:_ ::__; //I I 4 rb� \ \ �� / g �� / / / / 932 �. . L� 517.0 IF APPLICABLE )
<br /> fit U)
<br /> a �:
<br /> s34 I 3 r 38 5 \ \ �✓ O / / �` I /.. ( (� 524.0 MINIMUM BASEMENT FLOOR
<br /> 3s.e7 ) I I �� �O I _ ELEVATION
<br /> l / wo I i0 �� / / I �/ 1i M _ _ FRONT GARAGE SLAB ELEVATION
<br /> I Q 42. 41. \ 9 ✓ �j / / �j2 I .38/� 9 J� L,- N
<br /> a o d `� �O / I 9 93 934 N N
<br /> 92B DRIVEWAY
<br /> 1 J� 920-
<br /> WETLAJ KES 2 l .j• /� '� ,, / 99g1s p SS OR ,
<br /> 9 0'�J3 < s33 3 s wo / \ ��� FINISH GROUND FELEVATION FATRREAR OF ENCE PAD
<br /> I I ^ p ry \ 938.20 O` '`OT \\ ` ` / \ ` \
<br /> / �� \ q7S Oe J
<br /> / 6� TO FRONT GARAGE SLAB ELEVATION.
<br /> WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM
<br /> FINISH GROUND ELEVATION AT REAR OF PAD
<br /> �. T \ ` 0�s s 9 TO FRONT GARAGE SLAB ELEVATION.
<br /> - -�• � - - - - - � � \ _ �/ � \ �. rIID = WALKOUT
<br /> I \ 932 " \ \ 4°�'i i Lo - LOOKOUT
<br /> R = RAMLER
<br /> NOTE' SLO = SIDE LOOKOUT
<br /> O \v4 � 0 / cV / / �/ / I I �soc / 3 /r ��s Lo I I � \ � / 0•s�� � �9� 9�' � \ � ` � _, " \ 0.7 0
<br /> •
<br /> 9y1° o�' \ 9352 THE (1) INDICATES THAT THE GARAGE IS
<br /> 1 BLOCK OR 0.7 FEET BELOW THE FIRST
<br /> FLOOR ELEVATION.
<br /> I N N O) ap eAoc, \ /� �p• 4' �• o,'h l� `9Q °j kM 9 "2 \`�•� >
<br /> TYPICAL LOT
<br /> \ J 2 lyo
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<br /> � k0� \ � � 4 / / 3 •5 � k 0 � � 9 \ �4p.5
<br /> SOG ' � ,9�
<br /> '\ / \\\ \ / l sg WETLAND
<br /> KES 2DUMOT M �3 I 40.5 9A�1
<br /> J
<br /> - 93157
<br /> � I � Z ' / // � � \5� \ ^ ✓ R \ � 43. 5. LP. /G P. O \ � c� /
<br /> 000,
<br /> ' \ / kOOG \ / / \k ♦ \ // 2 Js / \ a 1 0 I /
<br /> o / ,� '�i � �'� �' � � / / /9 \ �940.23 - a M I _ �''y''• � � / '�///
<br /> ' I •' 6� %+c \ S / ?' / / 93 Res > LP. I °'°' .e 6 1 / \
<br /> I ' � N I I I / � ti l � \ •, / 35.9 / S i 41.7 je� °',yy ` / g3 t?° .J ,� 9 y, �k�,yh 0. . \ / 2 ,p /
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<br /> C I Q J - 75. 15 a g N .O.F. / G O / s // �C/ \� I \ `yr 935.
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<br /> O I C� -� o (-� H.�. -- - - �].79. N 1 I / > / I \\ gL6 95(O• / /� / \ / �r� //i% >/ _
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<br /> 3 '� �I f I '� �\ 6 8 /�39�A,9 ,Asc\;a to.F e i/ 11
<br /> I I 9 I I 8 I 7 \\\ G 99,, / / \ 10
<br /> 11, (,� h
<br /> 934 \ (i \ / gAv
<br /> -- 5.2 -
<br /> N I \ N 11 12 I MIN O gl o I 17 ° I R R R � I I 941.5 G I I \ 938 39 dsg 9 9PSAB \ 935.4
<br /> I Ir^ � I rn 43. 43. 4 R 933.5 R 933. R I I 934.0 R R 933.7 \ / , O
<br /> 93Zi - J I 42. � O •? �\ `rb' / o t B ° /k /
<br /> V / 01 9
<br /> I 1 936.57 � �O � L
<br /> E.O.F.
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<br /> r 3�7
<br /> m 93 .31 _
<br /> n o5 c c 93 .00 - - 9 0 t,'Sl i9 -
<br /> I FEff�93O 3) L. . `"' g1 7 CL CL g41.9\ \O // \ b LP.
<br /> - 926 SO B • �SpB SO• SOc sOG•7/\ S ) sOG >\ Q(�� d H3P ill41.9 G 941.9 G 941.9 G G 941.9 I L0�3 \ / ^ FILL / "0 5.5 9
<br /> I N 924 � C/ / C// C/ O / C/ �// g3 I 1935 R(3)I 193 0(3 I Lo(3 35. \ V �1 \ /
<br /> E.O.F.
<br /> r I
<br /> L'=�9
<br /> JL 936 - � I I � ' ° � \ \ 6 W932 � � � � I � � � � O20
<br /> 4 C- -
<br /> 93 -; 931
<br /> -- - o-0 934 9 4 - cL-' - .937.50 932 � �932- �
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<br /> i POND 1 - -
<br /> 31. POH POH POH POH .0 \ \
<br /> r __� \ N NVS
<br /> i N B0 TOM= 18.5 1 - -- - �- ``FOND 30 7 =9 1. \ $.. PVC � POND 3
<br /> H
<br /> SA -
<br /> OUTLET EL=930.0 �
<br /> sAN HWL=932.5
<br /> POND BOTTOM=9j0.0
<br /> AN ` \ �� 0' 100' 200' 300'
<br /> ► �
<br /> 1 / 1 1-- �- l NOT FOR CONSTRUCTION
<br /> WA WAT WAT WAT 'SAN
<br /> SAN SAN SAN AN
<br /> r
<br /> a - ` Date: 11/29/16 sheet: 12 of 27
<br /> 0008463GDP04.dw
<br /> Adelaide
<br /> I hereby certify that this plan was prepared by me or under my Revisiongic Westwooddirect supervision and that I t a duly licensed PROFESSIONAL Dom: FDH II Prepared for: LandingPreliminary Grading
<br /> nv r W
<br /> ENGINEER under the laws of the State of Minnesota 12/0/16 Revised Wetland Delineation Adelaide LLC
<br /> 02/05/17 CITY COMMENTS �H II OP5
<br /> 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
<br /> Toll Free (888)937-5150 westwoodps.com Francis D. Hagen II, PE 1660 Highway 100 South, Suite 400
<br /> Westwood Professional Services,Inc. Dates 02/05/17 Lie No. 17716 Remy DM`"j` b' date St. Louis Park, MN 55416 Hugo, MN Control Plan
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