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l WETLAND 3 DRAINS
<br />r_ DIRECTLY TO RICE CREEK
<br />�♦ Y-. all,
<br />♦ ♦�� Al, 1-, ail.
<br />••• WETLAND #1 all. ,
<br />�♦ (56.6L8 S.F.) 4,zoO S.F. Vr
<br />0% (1.3 AC.)
<br />�� , ♦' aI1, TLANAt2 . ♦i' . .• i ., v }
<br />♦ r . J A.� b — .1�1,
<br />ce a.- , /,_-` IP 1:102-§89' 8 sue=-' _ �� /^ ALL 1j(�
<br />, DT INV. 8885 C • �� ♦i4. l000L : ♦±'rL /FILTRATION e> itI'��2 V. c \\ l���F1
<br />�♦ \ ♦ ♦� /AREA SFC'(PAT6.CREDITS) • C ''\
<br />lI
<br />ail, - REPLACEMENT
<br />. ,♦� ' -
<br />;.. ♦� U ,;.'.• _ NWL (DRY) (SEE DETAIL) --
<br />• ) HWL 887.7 _
<br />... q'�♦ M 3.500* S.F. 1�1. ; "� 20
<br />♦1♦ L- / : HOPE
<br />_ WETLAND
<br />_ ♦♦ IMPACTS- -- -� F.E.S.
<br />♦ (^ \ ♦ ♦ ♦ ♦A♦
<br />^ • 350 LE. - t ♦�
<br />• -c,, SILT - - -, ,^ p�! •
<br />• ∎
<br />►♦ all, K FENCE 1••�l���'!w__
<br />♦lo...-: J ® •.�? �� =���-
<br />CLEAR CUT TREES AND Z.- s4' _�.��-�.�� _ rr r`
<br />BRUSH FOR SIGHT ♦ — \ -
<br />IJ, ♦ - -PAVeP OPOSED \ air,
<br />m ►' \i'°.
<br />m \♦ STREET' FOR DISTANCE..., 44 L.F. 15' RCP
<br />'m `�': I:� OF SOIFEET ( \ -INV. N. 886.9'7.
<br />G 1'�� * ♦.awl (--.' INV. S. 88b 7i
<br />♦:♦�♦ * ail.
<br />•♦ WETLAND-.
<br />`v\ ^ t .
<br />+� �+ 1— _ Q,�-1 .� (382,97Q
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<br />S ♦ -', - "NWL
<br />NOTE: `�. c� L , -�; �,�HWL
<br />1. COMPLETE IMPERVIOUS AREA P t
<br />CONSTRUCTION AND STABILIZE �. 114 '•1 1�. 1-.
<br />PERVIOUS AREAS PRIOR TO �i ' ,1 I.
<br />INTRODUCTION OF STORM WATER (
<br />1 1 v
<br />INTO THE FILTRATION PRACTICES. ,_,./ (- �,i
<br />2. FINAL GRADING OF THE S,_. r'- '- 'T'J
<br />FILTRATION AREAS SHOULD BE "`' RICE lKttK FLOOOPLAN • }`-� '!
<br />COMPLETED USING LIGHT TRACKED ' • .l i,=
<br />EOUIPTMENT TO AVOID COMPACTION e4 ELEVATION 887.5 ✓"
<br />♦ � .
<br />.;12
<br />O 0 5
<br />887,9.
<br />� ♦��♦� -iP'". 4•4$ - t, - OF(PoF R
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<br />-' ♦re 4 •`: "•'
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<br />►i• ♦ ♦4' [ • •.
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<br />4r •♦ ♦♦ ♦� ♦��� I :.
<br />-4,000 •4D \ \
<br />- BOTTOM =887.5. NWL =DRY ,. \ `G' p0 QG- y1
<br />100 -YEAR HWL =889,8 ♦ V��g Q�
<br />TOP BERM =890.0 i y p L 1
<br />210 LF. 6" OR r0 �l \ /
<br />/TILE O 887.5 4e \ all. /
<br />�'I� ! \•- '� \
<br />CO d1T.� DRAINAGE //
<br />d'y B•�•a ~• �__
<br />1
<br />OfTH
<br />�r
<br />"e: •'.'-:::_...�f.�
<br />BOR Vii.'• -
<br />89r C ♦ $UTILITY <\
<br />l�- _ �_ °0 ?J < -�` 1 lE}ASEMENT \\
<br />- —�F °_ r �PJ '6 r Y
<br />y_ \N ) •'• -,_ I
<br />25 50 100 200
<br />-
<br />-- ", ♦Q,oi4►� ♦���
<br />m
<br />Y ,�
<br />1_650 LF, m
<br />SILT FENCE
<br />.lil,
<br />#1
<br />S. F,)
<br />"AC.)
<br />(DRY)
<br />887.6
<br />q�� . ♦ <' '��'
<br />c ' ♦ ^.� /
<br />44 LF. IS" RCP' �!` 'e , 11. /
<br />IN V. S 888.70 e� • 6q �
<br />INV. N. 888.50 `Ill' \-1 . \ O \ q S l
<br />�O♦ \ \ ` ♦ ♦♦ - /
<br />\ \ ` •
<br />SCALE IN FEET
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<br />LEGEND
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<br />3
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<br />— 888 — EXISTING CONTOUR
<br />WETLAND DELINEATION
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<br />err• -•I i �� 1 '
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<br />\ T•' all. WETLAND
<br />- ,--,-,--,-...-,-,-,--e,-, TREELINE
<br />'^
<br />LOT 2, BLOCK 1
<br />MIN. LOW FLOOR
<br />892.5
<br />1
<br />.tIl,
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<br />1
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<br />I ?' / Il \
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<br />EASEMLENT \\ ♦• 1
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<br />?-1.. CLEAR CUT T'REESBRUSH
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<br />I ~.,I
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<br />♦ ♦ ♦ ♦�� 1O' WETLAND BUFFER
<br />qlA_ ♦.
<br />2 I
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<br />!! RIP RAP
<br />—< SEWER
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<br />r`i- )---- STORM
<br />SILT FENCE
<br />OF THE BASIN FLOOR
<br />Of
<br />CO
<br />900 1
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<br />aOOZ
<br />_
<br />-
<br />880
<br />880
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<br />15" RCP .
<br />CULVERT HNC
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<br />CULVERT
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<br />CROSSING
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<br />m 01�
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<br />n nln
<br />n 01-
<br />_ID. '14th
<br />YI 8.0
<br />,- drT
<br />_0, .2.,
<br />N 2<
<br />m dm
<br />.m _43m
<br />10 p9101
<br />gi Cm
<br />- -m- -3m
<br />N 210
<br />of dot
<br />-- -o —moo'.
<br />N mC
<br />01 •0
<br />- -90 mm.
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<br />'0 2m
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<br />_. - --
<br />- - -
<br />_--
<br />___ -__ __
<br />- -..—
<br />- - . -
<br />-. — _ —
<br />RECEI1
<br />20+50 2D+DD 19 +50 19+00 18 +50 18 +00 17 +50 17 +00 16+50 16 +00 15 +50 15+00 14 +50 14 +00 13+50 13+00 12 +50 12 +00
<br />THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOW N AN APPROXIMATE WAY OILY. THE
<br />EXCAVATING CONTRACTOR SHALL DETERMINE THE EXACT LOCATION CF ALL NOTES: ES1STNG UTILITIES BEFORE
<br />JUL 2 7
<br />COMMENCNIG WORK HE AGREES TO BE FULLY RESPONSIBLE FOR ANT AND ALL DAMAGES WHICH WOK BE t ALL HOPE SHALL BE DUAL WALL
<br />OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES 2 PIPE LENGTHS INCU1DE FLARED END SECTIONS
<br />Revisions
<br />No. Dote By Remarks
<br />I hereby certify that this pion nos prepared by
<br />me or under my drect supervision and mot
<br />1 am o du1r Lieensed Prolessrond Engineer
<br />under the lows of me Mate of Minnesota
<br />Smnoture
<br />Surveyors
<br />1 1
<br />ASSOCIATES,
<br />TT
<br />v L
<br />+
<br />PO Box 37
<br />Forest Lake, MN 55025
<br />o
<br />INC. fax: (657) 464.1822
<br />email: tlult@mfra.com
<br />Enam.00 -4- Wetland Specialists
<br />Client
<br />Brian Wessel
<br />Moon Marsh at Lino Lakes
<br />Lino Lakes, MN
<br />Sheet Title
<br />Sh
<br />CTY OF LINO
<br />Designed ITh
<br />Street Plan and Profile
<br />12+00 to 20+84
<br />4
<br />7
<br />T
<br />j/,6107
<br />WV
<br />PER oTr CG>•el7/15
<br />Drown IRE
<br />I(15
<br />PER p77 CEMENTS
<br />Date 10/4/06
<br />3
<br />7/14107
<br />7/34.
<br />MS
<br />PER MT COMMITS
<br />Checked
<br />Nome MARC DDLEZAL
<br />HULT FILE NQ.: 04229
<br />Approved
<br />Date 2/16/07 License / 42004
<br />
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