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<br />S 89°09'23" E 228.03 ��:\ I!i'rS�d r 1KFLOOR
<br />LEVEL
<br />120.00 -•' \'' -_ 1J9 23' _ �'% 1 Z, •IID10.� 1� T I
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<br />25.0 aGtlsni p ( 1
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<br />BUILDING
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<br />I! 1 I 0"'NEW
<br />#2605 FLOOR •' ® i 1 1
<br />NeLACE ' 1 I I ue'art 11 I
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<br />FLOOR® t wirt ME I 1 1 r9l
<br />LEVEL 1 � •°d0 i°,g I 1 1
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<br />lE!VJ H, ( REVISED PROPOSE Iill 151.411O V
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<br />1 ( I IWOJ LOW
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<br />BUILDING >' i 1 IJJ
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<br />% 11D1,0P90POSEO SILT FENC
<br />DCIEND IIDPE I,i/ �\ REVISED PROPOSE?
<br />TO 1ANDOTOITCN.�' . �� I An\ _ 1001 CONTOUR FOR '
<br />OREND HOP.y Oxo SHEET FLOW
<br />TO MNDOT PI rCIL_ \ INTD KENOBI POND
<br />�� I� ♦ FROMTHEWEST
<br />�NB�LW-----------—L-------- —}—
<br />�---- st�eH—---------
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<br />40TE
<br />NEST CATCH BASINS ARE PRIMA ILY INTENDED FOR USE
<br />NS CLEANOUTS AND FOR GROUN WATER OBSERVATION OF
<br />(HE SIX INCH PE DRAMITILE WITH FILTER' SOCK.
<br />ALL STORM OUTLETS TO INCORP RATE CLASS II RIP RAP LIME—
<br />STONE BUFF COLOR OVER GEOT XTILEAND FLARED END SECTIONS.
<br />I
<br />rHE TWO SOUTH 18 INCH OUTLE S WILL BE EXTENDED TO
<br />-UTURE MNDOT DITCH THAT WILL 'BE CONSTRUCTED AFTER
<br />THE FREEWAY RETAINING WALLEARE IN PLACE.THIS DITCH
<br />"LAN IN UNDER REVIEW WITH AMES CONSTRUCTION AND MNDOT.
<br />------------------
<br />• SILT -IJ DETAIL
<br />r tlai «w .w.
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<br />r CERTFY TIUT THIS PLAN. sPECFICATpN.
<br />PARED BY ME OR UNDER MY O0. SUPFA
<br />smvEY TUE SIO TLAWS OFF TW STA Ia' IW+FSOT.Iro
<br />F
<br />EXISTM CONTOUR LINE
<br />PROPOSED CONTOUR LINE
<br />EXISTING SPOT ELEVATION
<br />,o t PROPOSED SPOT ELEVATION
<br />—n—x ---n - PROPOSED SILT FENCE
<br />'ROJECT GRONBERG A
<br />ASSOCIATES,
<br />E
<br />KENOBIPON
<br />BTM= 994
<br />NWL= ss9
<br />100YR 1009.5
<br />C."
<br />.S�
<br />0
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