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<br /> PRELIMINARY GRAVING, PRAINAGE & ERO510N. CONTROL PLAN . .
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<br /> 1) THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND . . \ I==ZL==;--r- ="- - . - "" 4", I . I (1) PRIOR TO ROUGH GRADING, INSTALL SILT STOP FENCES IN LOCATIONS SHOWN
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<br /> i'/"��111-11��A'1-1;�VTI , . ADDITIONAL SILT STOP FENCES WILL BE REQUIRED WHERE LOCAL CONDITIONS REQUIRE
<br /> LOCA71ON OF EASTING UTIU71ES IS NOT GUARANTEED TO BE ACCURATE OR . . I Xj -'. " = , 7"",, �' i 'TY�7�7 r'; -, I 1 (2) EXCAVATE PONDS. I
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<br /> DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE . . I il'&'�" Z"�-'"i�111110.;'�-��-,,"" "i '�`i"�� -� ALL PROCEED ON AN AREA BY AREA BASIS TO MINIMI
<br /> ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN I \ ' .80 /�/-�"""�`�"""`�""��"'..�',�'�ll-, 1;"" I�1' "���.����i-,,,,.:,�",!",�����-,�,c,;"�,,,,�e,.-",�,�,,�,�.ff I."�t�;�'n� ---''-,",
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<br /> 2) CONTACT GOPHER STATE ONE-CALL AT 651-454-0002 FOR E)a"NG . . , ��'� �--',�'j 10 4`�*A'R'�!'A��.� ", ��!
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<br /> ( M-�- _j ... .' ANCHORED WITH A STRAIGHT SET DISC WITHIN 14 DAYS OF FINAL GRADING.
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<br /> 3) THE CONTRACTOR SHALL FIELD VERIFY SIZE, LOCATION- AND ELEVATION OF * ' I 1�1 '-� �. ';'-'.� ,",*'I " --- C------- SILT) UNTIL VEGETATION IS ESTABLISHED.
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<br /> E)QS71NG SANITARY SEWER, WATER MAIN, AND STORM SEWER AND NOTIFY 4 ! I. I* �"`� _ _. ,-,- .
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<br /> MINNESOTA (CEAM) STANDARD UTILITY SPECIFICATIONS (IN9 EDITION) AND /A � I . �w?'.""""-'L".''I,,,,-"", �'-"'�"''N'�i'1-1111-�-
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<br /> DEPARTMENT AT (612) 782-3314 A MINIMUM OF 24 HOURS PRIOR TID MY 3-.-I ftn"POOL -9 mm speft .
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<br /> SAN NOTES: . - , - 7 � "�" , M 'j,'i.,;,,,g,,;#,� A-f,gTING B TU ,
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<br /> TARY SEWEF �:: j 'j, 'N"W �' )" - �' �j -�'+' '�-'� - -�,�;'��--"'e7L-'-"��"-" ��"a 2 ci� �- - / 9 -3.09
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<br /> 1) EASTING SANITARY SEWER LOCATIONS SHALL BE VERIFIED IN FIE " -�
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<br /> 2) SANITARY SEWER SERVICE M BUILDING SHALL BE V PVC SCHEDULE 40 1 A , , �'� Allt�"` " � f'� , , , , '�'-".a W , �,�.",�,�.,,,,�,�,�,,,i,��.-',ii,�,'�,<-,�!��,�
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<br /> 3) FIELD VERIFY LOCATION. SZE AND INVERT ELEVATION OF E)aSTING I I , , - '..N -i , " " L" , 1�i'�I-.'--�'1101�'-""',"'�','�' -
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<br /> SANITARY SEWER AND NOTIFY ENGINEER OF ANY DISCRZEPANCIES FRIOR TO I P- I � !��'--� - 'I',t � I 4�"-:�;;,'- -- �- �:;i"ILI I , I- , '--*� �
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<br /> THE START OF CONSTRUCTION. I .(D " &-,-i-= --" %- A - . V NWL 941.0 1 ..
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<br /> L I . .). \ A I . RE 9 35.t8 -- INIVG I I � i I
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<br /> . I - I � i \ I . 60.0 . B955.0 .;-A, - - -,-9 ----- --- -�---- / / I � . � I I . 0
<br /> \ ... . -1 - WO 946. - 946.5 ..' WD 946. -, 16 I
<br /> LEGEND : _�,"'-"*�-' . �9 r I 11 � S�- -- 6.-5 5 41 I- wo 1-e / 1) X 41.9 ,940.r00
<br /> . I I 1� 1 954 1-11 1 06 OkA'"
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<br /> I I - --- Z / . OUTLET CONTROL STRUCTURE ; I
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<br /> I I — > — Existing Sanitary Sewer 0 1 1 -�� �- .1�' I 942 1 - 938
<br /> . I � � . -
<br /> . �- 11411i I I
<br /> � . . . . . I.-, I -� ;.'t -_ 4 (SEE DETAIL) i
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<br /> 8 xisting Storm Sewer I ibo Y,;-,---, -B9. '0 1 ,P.\W/ TRASHGUARD I
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<br /> I I I 114 , V- "0- '- — , —94 '. i I.E 940.90 5\TONS RIPRAP W/ )
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<br /> I / 'D ---- . 941 - it- - i .
<br /> 0�- — I — Proposed Watermain -� \ .�921E%-- Jr, I . -- — -OA17 I i I
<br /> I . -- - '- -TOP-GE,,BERM 943.50 . - - .-I
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<br /> A . . I I ) - - - - - - .-94Z- . �-1 W , �
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<br /> P- —>>— Proposed Storm Sewer I ' . I -% - - . .' -- 4'Ar 114 , - 40 %V�-e � I
<br /> I . 993 9 / / 0 0---------------m4o 40 �40 i
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<br /> 9 I le", I I Wei / / A j / / � �)9� L 1
<br /> . I / P YR(�AINING-- / I '�'a3c3.59
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<br /> isting Hydrant 0 1 1 1 .7 % -- - AQ VV , � � I
<br /> I �cy 1:1� Ex I . I/- I - / ( \ I / -U B944.0 B946.0 / I 1-1 A-910 '��' 1'() . RIPRAP OVERFLOW 4w, . \L\ -12" R.C.P. L �
<br /> I I .. Vs. � 5 /. / .' L I I 'AC340 4�EX. 44' ! I I
<br /> 2 Proposed Hydrant L . - -1 / .' - 14p' I
<br /> j -1 F \ "� . I.E. 943.10 1 1 i
<br /> 13 I - - I -1. I TD'q Ar Z10 / !
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<br /> � ' I fici , I 1 \ \ \\ \\ \\ \\ \ / V,C---:>6 / / EX. . I CE L I ! .
<br /> n I \ 1 \ \ / DE POND FROM EXISTING 4' CHAIN LINK FEV EXISTINIt BITUMINOUS TRAIL 5?- !
<br /> to Existing Sanitary Manhole 4 I�T-' I 1 \ \ � ; I
<br /> -A 0 I I .1 '04 I \ \ \ \ \ \ \ / / I I CHAIN LINK FENCE TO WEST - I -Avif;v'-� I .
<br /> 9 . I .. I SIP I ! I I
<br /> ..
<br /> 10 L L ".. I 2 1 14��. 711� '\' 'ak3, \ \ \ - \ \ I / / (TO MATCH ORIGINAL DESIGN) I I . I I .
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<br /> 8 Q . . Proposed Sanitary Manhole 1( ._I � �\ ;: \ \ \ \ / I I I I I
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<br /> i M I .. I I I , � \ \ \ \ \ \ � G\ / /40"'�� I I I . ! I
<br /> � -I.. 1% 1
<br /> 13 0 Proposed Catch Basin/Manhole 1; I �- \ T \ \ / - I ! L
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<br /> i I ... 11 � I \ 1 \ 0 \ \ \ \ \ \ / I i I
<br /> � I . 401- '�'�, ---\ L �
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<br /> I- r- - Direction of Surface Drainage . 1 I : � !- I \ \ \ \ \ \ / XO %,-- --- V 11\ --- -- I I L I
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<br /> 0 . I / / / / , .If . 42.510 L I
<br /> Z --950-- Existing Contour I - ;. . I . / / / / or-Mor, - - - — - -- ---- - - - -- - -- - - wr-o" i
<br /> a � -'�3 i I / 1-11 / . -� - I I i
<br /> 9 — GAS — Existing Gas Line I 'I . 1 1, I I / / / / / / / / / I'-� ry / ' , //
<br /> i�� -, I 11 / / / / .1, / "I Z . I - I i I
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<br /> i —OHW— Existing Overhead Wires I .1 � " I I I I I / / / / // / / .1.1 1-1 I � .
<br /> V - 'I I I I / .
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<br /> 4 I I � 11 , r!,,,, - I 1 7 1 1 1 1 / / / / / I-, . A I i I
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<br /> � Proposed Spot Elevation i -
<br /> i I . I i
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<br /> � (Note: Proposed spot elevations I I
<br /> 9 4 shown are ground surface, . I . I
<br /> i
<br /> >- I bituminous surface, or gutter line L L I L i .
<br /> 9 . . I I I
<br /> unless otherwise noted.) I I
<br /> I .
<br /> ; ro . y UM FLANNINU hNUINLUKIN . I �
<br /> 9 45i --- ARCHITECT.
<br /> , Existing Spot Elevation . I hereby certify that this plan was prepared by me or under ---1 .. PREPARED FOR. I -
<br /> � lac . I t ---,&, I DATE. 2,12 1/0 6
<br /> DESIGNED BY. J-V- my direc supervision and that I am a duty Licensed Professional :
<br /> �
<br /> 0 I
<br /> 9 . . I . Engineer u der the laws of the State of Minnesota. MOHAGEN HMSEN S & T DEVELOPMENT SHEET
<br /> 10 DR419N By.. J-V- . ......MEM991598N�- I rum :
<br /> 0 � , P, 1415 E Wayzata Blvd, Suite 200
<br /> � — oel 00-1-020���� ENCINEEMNG Wayzata, MN 55391 11751 Troy Lane N
<br /> . I I 11�0� Now--W-- —
<br /> � � QG.S. — -
<br /> ,
<br /> I I I . CHECKED BY. - -=:11 6776 LAKE DRIVE NE.SUHE 110 Maple Gro�e, MN 55369
<br /> . LAKE OAL) A I i. ,, I I
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<br /> ..,> CRAIG G. SCHLIC
<br /> 8 I - I . 1— '.� � LJNO LAKES,NIN 55014 Phone: (952) 473-1985 Phone: 651-775-1089 For. 651-762-5690
<br /> S j I
<br /> ! � � � PHONE: (763)795-1043 1 ! I
<br /> 5 . I . For. (952) 473-1340 C1
<br /> � . PRWECT NO: 061026 — DATE. 2121106 — LICENSE 1 41295 ':t'.' FAX: (763)786-60D7 i
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