2012-01_APPLE_ROAD_DITCH_RESTORATIONi
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CONSTRUCTION PLANS FOR
APPLE ROAD
STREAM RESTORATION
CITY OF SHOREWOOD, MINNESOTA
JANUARY, 2012
SRnitiltown Rd
9
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Mary c
Lake
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82 PROJECT
LOCATION .Y
= R Pais
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Pheasant Farms
Hills Park
Park Late Lucy Rd p ° L<
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Id Park
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0 1600 ]GGo
GRAPHIC SCALE IN FEET
VICINITY MAP
PROJECT LOCATION MAP
INDEX OF SHEETS
G -101
TITLE AND INDEX SHEET
C -101
PLAN AND PROFILE
C -102
PLANTING PLAN
T -101
TREE REMOVAL PLAN
D -101
DETAILS
0 1600 3000
GRAPHIC SCALE IN FEET
PAR
1
0
ICE Ir
I
° a
°
° 1 /
-- TREE THINNING UNITS
S
1005
BOULDER ME
+I II
—
1 3
E%ISRNG 48' RCP
S °'
+P + +� +
� 6O � 6O � 6O
- BOIM9EA TOE
— - - - --
—. -_: — -qn —
ROCK GRADE CONTROL STRUCTURE
CIA55 III RIPRAP (lYP)
CUSS III RIPRAP
PLUNGE POOL
APPLE CREEK EXISTING DITCH BOTTOM PROFILE
m m - A TIN
°' °' r -
+� _,, --
� �6O \'\ �(
1 - - - --
— _ EXISRNG 18' RCP
—�— 2]' THICK X 12' WOE CUSS III RIP WW
1G SLOPE W/ GEOTEIITILE UNDERUYMENT
EXISTNG 18' RCP
��— IW.. REV. 982.0 —.
ROCK GRADE CONTROL STRUCTURE
CUSS III RIPRAP (TYP)
ROCK GRADE CONTROL STRUCTURE _
CLASS III RIPRAP M)
ROCK GRADE CONTROL STRUCTURE
CLASS III RIPRAP M) [.
SEE DETAIL 1
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a
— -
1005
1000
995
990
M
995
990-
1185-
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9]5-
970
985
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9 `�+` -
__ —__
—_
985
980
975
970
965
980
955
950 -�
0 +00 1 +00
2 +00
3 +00
4 +00
5 +00
6 +00 7+00 B +00
� 950
9 +00 9 +80
Wenck
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ONE PIONEER GREEK GENTER 0-
REVISION DESCRIPTION I DwNI APR REV DATE
GENERAL NOTES:
1. THIN TREES TO ONE TREE NO CLOSER TH4N SO 9..
2. DROP TREES PERPENDICUUR M SLOPE
3. FORM BRUSH BUNDLES WOH TREE BRANCHES AND LAMBS.
INSTALL 1D FT. ON CENTER. STMDNG 10 FT. UP FROM TOP
OF ROCK. FORM ONE CONTINUOUS ROW BOTH SIDE OF
PLUNGE POOL M RUMS PREFERMBLY INSTALL TWO ROWS
EACH SIDE
APPLE FM
STI RLSM110N
o so mo
GRAPHIC SCALE IN FEE,
HERTZ 0 50 10�100
VENT. 0 1. 20
PLAN AND PROFILE
CITY OF owe BY CHK'E
SHOREWOOD CVE
PROJECT NO
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C -101 1 0
A P P L E R 0 A D
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�RAPR� 1�A�E N FEE,
L EGEND
� ROCK GRADE CONTROL STRUMRE - 18' CTASS III RIPRAP
C�)2LO/BOUWER TOE
Ll FALL SEED PUNTING
SPRING PWG PIANIING
- PRIMARY FOCUS WILL BE TO FlLL IN WE SPOTS
WHERE SEED DOESNT TAKE. M BE REM MIRED BY CREW
SPRING WE ROOT PIAMING
-PRBN FOCUS WILL BE ON TOP EDGE OF STRUM BANK.
AND TO FlLL IN WE AREAS OF PUNTED RIP RAP WHERE
SEED DOESN7 TAME. M BE REM MIRED.
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A P P L ER O A D 09 -�
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— — — — — — — — — — + 9/+ 9 p I I B0 \ +
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+ 93 /�
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95
I + + + a3 . ZRS 1 \ I I I 94 \
+ e2 + + ! 3z1+ #++ + + s+ 1 \+ + __ 18a ara + -1 asi il ' ' \ � es �k
+ 3 30B 30] 1 + fm++��e�+ 'a�} 381 + H3 a \ - + _� �— — �' Z0N `
1 i+ 141 3 \ 13' 538 1 + ffia33�_0 3124 30 w 388 3B] \�' 2t a25 ZZ+ � B05B0
+ + \ %5+
I \ffi'+ 1214�s15 305 110 ., �00 + �
03 °00 „}/
28 \ %9 +
10 +� 2139' + \q� ffi5 327 + + I 0 80G- a0 a2.8° + +
134 + ' - 119 + 38 8 \ �\ _ a00 &00
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LEGEND
102+ TREE TO BE REMOVED // Z
00+ MESS TO REMN °
GRAPHIC SCALE IN FEET
0
GENERAL NOTES
1. FURNISHED BOULDERS SHALL BE UNCUT, UNDRESSED FIELDSTONE BOULDERS, IN ACCORDANCE
WITH MNDOT 3601.2A WITH NO BLAST OR SHEAR MARKS. NO DUST, DIRT, OR COMPOST SHALL BE
MIXED IN WITH BOULDERS.
2. BOULDERS SHALL BE 24' TO 30" BOULDERS. AT LEAST 20R SHALL HAVE A DMMETER OF 30'.
3. NO BOULDERS MAY BE SIZED URGER THAN 30"
4. BOULDER LOCATION M BE FIELD VERIFIED BY LANDSCAPE ARCHITECT.
ANCHOR ENDS OF BOULDER TOE
(DOWNSRtEAM AND UPSR2EAM)
INTO S EAMBANK WITH BOULDERS
S' MIN. INTO BANK AND COYER
WITH EXCAVATED FILL. ELEVARONS
B' MINIMUM DEPTH
1' - 2' WASHED
SECTION
III RIP RAP
EXTILE
MNBOT TYPE 37M OR EOIJW L NT
ROCK GRADE CONTROL STRUCTURE 1
—to
BOULDER TOE — PLAN z
—to
18' MINIMUM CUT OFF BERM
M MINIMIZE RUNOFF FROM SITE
NDffi
FILTER FABRIC SHALL BE PLACED UNDER ROCK
M STOP MUD MIGRARON THROUGH ROCK.
ROCK CONSTRUCTION ENTRANCE 3
0
SPECIFIED IN SPECIRWONS BOULDER TO
HAS NO AD,VCENT BIOTECHNICAL TREATMENTS