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<br />o .2 -, WETLAND 1 r
<br />y � --;�,
<br />• (56,628 S.F.) 4.200 S.F.
<br />VOETLAAID
<br />,� ( )
<br />�/ . .111 111 ■ t✓
<br />`� — TLAND 2 e� �— — — — — p �_.
<br />•
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<br />�lJ 44 — • ` i D •"
<br />•
<br />♦ (RIP RAP) r!�� ♦�� > 890 '�. % I/ �. \ Q
<br />*4 8,59.50
<br />• ♦� 889.00' -.,' S'
<br />}
<br />1 .1�1. REPLACEMENT _
<br />��� 1 / • \ ,OQ`
<br />,
<br />`i` i7"- -.; NWL (DRY) (sEE DETAIL) �� -_ e�.�:� .. "77; ° ♦ ♦♦ ♦if INV. 887.00 }ILTRATION BASIN 2P ( \ G {1 • i • /AREA =2.100 S.F. (PVC ) f♦ \ .w \V Cj P q-
<br />�� HWL 887.4 ►i — �� ♦e:�'�r.►� BonDM =saes, N L =DRY • \ to �, `O
<br />♦ V
<br />( } . i L,1 ►t *. • , -,-:�- .-'. t00 -YEAR HWL=689•7 ♦ • `{ �■ - 3.5001 S.F. d�l, ( ^' - ZD L,F:"t2 /� (� ♦ ♦ ♦1 ♦ ♦ ♦��i ..� :: :::: J: TOP BERM =890.0 ,, / ..- \ <-\‘1'- 1
<br />♦ WETLAND /': HOPE 0.015 <, .- •���G ♦ ♦1∎ -� / ,• I) \ ! • ♦ ♦♦ `�
<br />IMPACTS- ■ F.E.S. 886.9•.�r • ♦ ♦� ♦4�1 - ...88B ... 135 LF. 6' DRAIN 1� ♦* \ \ ell. /
<br />• —) (''�\ ♦♦♦♦:♦ 4. !!_.__— TILE a 887.0 �i , \ i
<br />;350 LF. I ♦ • �..A 111, - . 89 0 • q ` .IIL� DRAINAGE
<br />• ♦ SILT- -� ■ p_t W,A%! -3../� -44 LE. 15 RCP • - -k UTUTY <\
<br />_ ..
<br />►♦ all, `) FENCE 1 ',I$ ' `�,�i�L 0 - i -- , i INV. S. 888.70 ^EASEMENT \
<br />. ° s'e , _— =, —_ INV. N. 888.50 4' 4 l : \ N O I T H
<br />-
<br />tie• ,�
<br />��
<br />/ y����� N_ �s7f�'" ' �� • `� �` •p ^•� --_.: I 0 25 50 100 200
<br />CLEAR CUT TREES ANDC ♦
<br />�\ °� ��_ �i�• /1 ��� ♦�� ♦R� �������
<br />o -'!�� •
<br />y \
<br />M
<br />BRUSH FOR SIGHT si
<br />.1.1 �\ 41- �f
<br />. — -, all,
<br />\ e4W ♦4 �. \\ �. — 1,!_650 LF.
<br />_
<br />�° ���r OP 4G ♦�♦ _^_ SCALE IN FEET
<br />„; .� .
<br />m 1!;'j 40-"' '( ♦\ ° _ R\ °1sill, o
<br />all, — ^;
<br />( WETLAND', #1
<br />`J
<br />(382,970 S. F.)
<br />_,�
<br />` NWL (DRY)
<br />NOTE ° '.y —• HWL 887.6
<br />-r `.
<br />1. COMPLETE IMPERVIOUS AREAP ;j '
<br />CONSTRUCTION AND sTAtlluzE q Y, (�
<br />PERVIOUS AREAS PRIOR TO �; ✓ I,. Aft
<br />INTRODUCTION OF STORMWATER 0:
<br />INTO THE FILTRATION PRACTICES. • ,
<br />�4
<br />2. FINAL GRADING OF THE w ' .: -�^ /'tiF�',:-
<br />FILTRATION AREAS SHOULD BE � 1_,I',, _ -�
<br />COMPLETED USING UGHT TRACKED t��` ® _ .),..--•
<br />EOUIPTAIENT TO AVOID COMPACTION ^�1 ®�.- -. �. - --
<br />OF ME BASIN FLOOR. '�
<br />a11, ♦ * � S
<br />,-4 ' ®" „ 1>, � LEGEND
<br />�� 1
<br />.1I
<br />Q _
<br />ggg— EXISTING CONTOUR
<br />B��
<br />/ r,
<br />• �•
<br />.III, -m"{^+ .
<br />\ :` / 4'!
<br />\ '` / ♦!
<br />• DRAINAGE %,�'-
<br />-- & UTIUTY�� ♦�
<br />EASEMENT • A♦
<br />LOT 2. LOCK 1 MINIMU
<br />LOW FLOOR 889.6
<br />n y
<br />tz +.s
<br />I
<br />Y`
<br />'�;
<br />_
<br />WETLAND
<br />a11, WETLAND
<br />U i�
<br />1 \ ,,` . r^ ^ - • TREELINE
<br />,,�'-`
<br />I
<br />2
<br />,%"� CLEAR CUT TREES/BRUSH
<br />_
<br />I _ �' r:-
<br />.�. "'. • 4 X' ♦�
<br />A4►4►���4►
<br />1O' WETLAND BUFFER
<br />I
<br />_. ry
<br />.I RIP RAP
<br />Z ,
<br />,I s.r -t
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<br />�1.
<br />r �.. i ..' —K -4 STORM SEWER
<br />,
<br />SILT FENCE
<br />m
<br />900
<br />4
<br />N 0
<br />0
<br />0
<br />m
<br />°
<br />W
<br />—a--o-
<br />0
<br />0
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<br />N 900
<br />890
<br />W
<br />5
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<br />zoos
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<br />a
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<br />—o -sox
<br />_ _ _ —
<br />— _ — — ._ _
<br />a a
<br />— — A _
<br />890
<br />880
<br />• 15 RCP
<br />CULVERT CROss
<br />_
<br />—
<br />c
<br />—
<br />CULVERT
<br />. .
<br />CROSSING
<br />.
<br />=
<br />880
<br />r`b „9W
<br />of of
<br />mm mm
<br />moD mm
<br />TIN
<br />m to
<br />m mm
<br />m mm
<br />N TIN O nm
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<br />0 m0 m mm
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<br />. D 0 0m
<br />I: n
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<br />m mm
<br />N O<
<br />r m •
<br />m mm
<br />m mm
<br />b TIT
<br />m m •
<br />m am
<br />to mm
<br />N R'10
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<br />m mm
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<br />al 2.0
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<br />RECEIVED
<br />JUN C
<br />_
<br />8 2og7
<br />III7HE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
<br />EXCAVATING CONTRACTOR SHALL DETERMINE THE EXACT
<br />COMMENCING WORK. HE AGREES TO BE FULLY RESPONSRB.E
<br />OCCASIONED BY HIS FAURE TD EXACTLY LOCATE AND
<br />20+50 20+00 19 +50 19 +00 18 +50 16+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 />SHOWN IN AN APPROXIMATE WAY ONLY. THE
<br />LOCATION OF ALL DOSING UTILITIES BEFORE NOTES:
<br />CITY OF LINO LA
<br />S
<br />FOR ANY AND ALL DAMAGES WHICH MIGHT BE 1. ALL HDPE SHALL BE DUAL WALL
<br />PRESERVE ANY AND ALL UNDERGROUND UTSITES 2 PIPE LENGTHS INCLUDE FLARED END SECTIO6
<br />Revisions
<br />No. Dote By Remarks
<br />I hereby certify that this pan was ad by.
<br />me or under my eked superWsion that
<br />f am o duly Licensed Professicod Engineer
<br />and he W-° of ►� ate of Minnesota.
<br />Sgnoture
<br />Po Box 37
<br />T
<br />HIJL T Forest Lake, MN 55025
<br />INC.
<br />ASSOCIATES, t1V 1.. fax: (651)464 -4822
<br />emalt: hutt�RlFra cam
<br />Sammie + +
<br />Client
<br />ian Wessel
<br />Project
<br />Moon Marsh at Lino Lakes
<br />Line Lam, MN
<br />Sheet Title
<br />Street Plan and Profile
<br />i q i
<br />i L +00 !o 20 +84
<br />Sheet
<br />Designed IRK
<br />4/7
<br />'
<br />7/,8/07
<br />PER OTT =ORS
<br />Drown IRK
<br />Dote 10/4/06
<br />2
<br />6/IA77
<br />KS
<br />PER CRY ctellEr/ls
<br />Nam MARC DOLEZAL
<br />Checked
<br />Dote 2/16/07 License j 42001
<br />Approved
<br />HULT FILE NN: 04229
<br />a Engineers Wetland Specialists
<br />
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