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o2017-Westwood Professional Services, Inc. <br />� � C> � J Call 48 Hours before digging: <br />ER ION CONTROL BLANK T 940. <br />- GOPHER STATE ONE CALL <br />ON A SLOPES 3 TO 1 OR O Mn.n Toll yArea Free 1 6 00-252-1166 4000 <br />GREAT (TYP.) s34 _ <br />_ ` o J <br />r <br />X X x X <br />- - - - <br />-7 - - - - - - X X XLX o <br />WTL 11 0 1 �� \ f / 7 I / N <br />N <br />Po _ N LO <br />930 <br />40 I / <br />9 W <br />x <br />20' DRAINAGE o c� `�- /... 9 4�I <br />E EM _ - /938 g Ap ��� & <br />TL 2 2 IL <br />/ x ` 4210 <br />I co <br />F\ <br />s �� / SF S jF 932 \ \\ g22 \ x <br />WTL 4 <br />I � <br />- r-- olk 9 7 2 24\ <br />S � V O p� � / � � p��p WTL 3 � 93 3 9`3g � _ <br />/ 0\ o\ I ? I \ I34. / <br />_ x <br />PROPOSED FILTRATION BASIN20' D AINAGE 9G 3 BOTTOM: 918.00SEMENT 926 <br />LOR 922.50 <br />/ \ <oo,°` OUTLET: 211.30 <br />°° N M / \ F 9 9� ( DRAINTILE:917.00 <br />H.P. ► l00 AL o - _ �� WO rn 933 28 A N 2YR HWL:918.86 <br />d co - o 1OYR HWL:920.15 <br />/ �' ♦r' / 2 °' o CO 932 930 `� \ 100YR H WL: 921.50 <br />,9¢0 AA �� \ 9 40. c� A \ \ <br />942.1 - _ _ <br />WTL 1 0 ° O R► �w \ : o�ti <br />x <br />E.0 \ 38.8 ♦ 21 WO 9� 9� � opo <br />10 / / \ \ ? 6A9 1.3� as � \ o� � U) <br />\ x / 944 \ \ - ♦�� �, , 2 \ 2 \ ^�` <br />I �G do <br />0)3? <br />. F. / / O <br />�p6 <br />\ 46 9 \ SOG I 934. / \ M` <br />co 2 / / I I 2 °', <br />/ 1 RIP RAP <br />- - = 94 8 2 \ \ / O •s '� � / I G 2�_ I 4 �/ 9 °' \ �O• O N � VERFLOW <br />934.0 -/ 3 ��� �� �' ,°�� W �/ I °' I <br />O <br />„rn \ 9\ III 942 \ \ \ 1. 0 R I 3 / ��/ 8 �. <br />� � - 942 � \ � g34• I ____ I' / 38 �� i I I I <br />0 0o I °' J \ \ I / J - �� G I EROSION CONT L BLANKET <br />c� .=. � / � -'"` _ 4 �- - ' \ �\ I � � 9�3 c 940.33 - I <br />I 01 <br />94 .34 I EXISTING LOWSPOT <br />o 4[P�71 \3• 5 10BOTTOML::938..00 <br />2/•0 /•c \_ gag W <br />I I I I <br />I <br />EX 916.28 PRO <br />P <br />OSED <br />9% EOF: 940.20 G - �TRAIL WOR <br />K <br />2YR HWL: 938.78 o 30 o <br />�O EX 915.5610YR HWL: 939.18 ,PROP 15.50 <br />0YR HW93985 WTL 10 / � \\ <br />\ <br />°' 94 F \. g38 \I -� j I I I rn \ EX. 0' WIDE <br />INSTAL 0 ROLL'` \ I G I F Q I \\ DIRT MULCH T AIL <br />VT <br />m AL <br />E Pl T <br />SILT FENCE <br />9 (TYP.) <br />EXISTING POND �' ( / �� �' \ �i \ \ AIN 1 I I <br />ANTED SHRUBS W/EDGI G BOTTOM: 924.00 � \/ / G \ \ � � \ EAN Y I I <br />\ EOF:938.50 I ISTIN I I EX P 915 <br />` � �• \ LG \ DIM I I PROP 915.50 <br />`� \\ \ OUTLET. 936.00 �� g� \ o I I I I <br />2YR G HWL:925.85 \ � • p � PROPOSED <br />\ p� <br />-X-x \ / 940 WTL 8 10YR HWL: 927.13 �� p \� ��� G0 \ \ I `l I ACCESS I / EX 914.20 g ` ` \ 100YR HWL:929.72 l ROUTE / PR 915.50 � Q •�� / <br />rn <br />\35 1 �- - - I o ISTIN 18 F <br />% Q / <br />9 1.05 / <br />r-- -20' DRAINAGE Q � '/ -- t / 1 � � � \ � � � /-4 915.50 <br />EASEMEN PR <br />\ \ c �\ <br />,9 0 \ L4 -n p 9 EX 918.11 <br />J `\ <br />°AL 0) G \ E.O.F. STUB I C TRAIL WORK <br />935.9 STUB E - 9 I EX 920.72AL _ - <br />- 34.5I l <br />936 5 ROCK CO C N00 = / <br />ENTRAN E TY .) I / <br />,- SF 9 6 EXISTING ITU OUS <br />€SLS T� 21 fiP �/ I TRAIL <br />L <br />STUB @ fZ14�� ) \ 0 �- 938 / 93$ h I I INLET P CION (T1�P.) / <br />o STUB 1E 936. &2' / \ `�-�� ^ IL <br />J,o I I /} / <br />ST-2 / ST-4 EX. 12" FES O ETA <br />IE=936.04 ,' / / // rn g00 <br />LEGEND: <br />DENOTES SOIL BORING vo0. DENOTES EXISTING CONTOURS x 856.3 DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED E.C. BLANKET 0' 50' 100' 150' <br />DENOTES SILT FENCE DENOTES PROPOSED CONTOURS 66.30 DENOTES PROPOSED SPOT ELEVATION <br />DENOTES HEAVY DUTY SILT FENCE >u- DENOTES EXISTING STORM SEWER E.0 .F DENOTES EMERGENCY OVERFLOW ELEVATION o���o DENOTES BIO ROLL 0010423GDF01.dwg <br />y DENOTES INLET PROTECTION DENOTES PROPOSED STORM SEWER DENOTES EXISTING WETLAND <br />��-_ -- AT CATCH BASINS <br />i, DENOTES WETLAND POINTS Fable HillDate: 07/20/17 Sheet: 2 OF 10 <br />I hereby certify that this plan was prepared by me or under my Revisions: Prepared for.F��t� <br />Westwood Grading, <br />direct supervision and that I am a duly licensed PROFESSIONAL Damned; Jg$ <br />ENGIIVEER under the laws of the State of Minnesota. 08/16/17 - City Comments <br />Elmcrest Investments LLC Drainage an <br />Phone (952) 937-5150 7699 Anagram Drive <br />Checked- JHB <br />Fax (952) 937-5822 Eden Prairie, MN 55344�4 <br />mow' SFB Addition Erosion Control <br />Toll Free (888) 937-5150 westwoodps.com john Bender, PEI tc 35M Willow Lake Road <br />Westwood Professional Services, Inc. Date 08/16//17 Liaenn No. 43358 Rewrd `""'� ��� Vadnais Heights, Minnesota 55110 Hugo, MN Plan <br />