20080879 Ver 2_More Info Received_20130710

Strickland, Bev
From:
mclemmons @mbakercorp.com
Sent:
Wednesday, July 10, 20131:56 PM
To:
Strickland, Bev
Cc:
mclemmons @mbakercorp.com
Subject:
DWQ# 08 -0879 Ver 2 Logan Creek Restoration
Attachments:
Logo
ra. 1W I M;�,
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Bev,
While we do not work with TIF files very often we have tried to save these pages in this format
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Text: attached is what we use to produce full size drawings. The print settings would give you whatever
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review and before we produce copies for the contractor. If DWQ will not review the plans without
a stamped set let me know and I will submit a set, but that is not what the engineer would prefer
to do.
Micky
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BAKER PROJECT REFERENCE NO3
EEP PROJECT NO. 92515
1
Title
2
Symbols/Construction BE
3
Structure Tables
4-7
Plan
813
Profiles
14
..... ...... Trail
15-17
Erosion and Control Plan
18
Planting Plan
19
Typical Cross Sections
20-26
.......... Details
ri
M-m-mmmm"mi
-IMMUMMINA 1"MR

LEGEND OF SYMBOLS
GENERAL CONSTRUCTION SEQUENCE
C i NY CN C"D
'C �
CLUMEV VEGETATED GEOUET SF SILT FENCE
Construction shall be performed in general accordance with the following sequence:
mow-
TOE WOOD STREAM THALWEG LINE
GO
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LU
1. The property encompassing this stream restoration project s to the Lonesome Valle development. This
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MIX = o °r
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BUNKER MAJOR CONTOUR (5 °)
property and its facilities are available to the public who are interested in purchasing property or are already
d
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MINOR CONTOUR (�')
property owners, for use on a daily basis. Extreme caution must be taken to protect the general public using
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RooTwaD
these facilities.
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LOD LIMITS OF DISTURBANCE
2. Construction will not take place between October 15 and April 15 due to the trout construction moratorium.
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EMBEDDED LOG
3. Construction activities will be under public scrutiny and scrutiny of the developers; therefore the utmost care
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should be taken to minimize unnecessary round disturbances and tree removal and protect water quality.
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LOG ROCK AND ROLL STRUCTURE
4. All hikin g trails d i stu r bed to acco mm odate construction activities shall be r e repaired d re-opened as work is
LOG VANE
completed.
BOULDER STEP
5. Utility ocations shown on these plans are approximate. The Contractor shall have all underground utilities
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LOG CROSS VANE
00
within the project limits located and marked prior to beginning construction.
................... .............
6. Access to work areas shall be from Highway 64 onto the Lonesome Valley property through their main entrance
WE TLAND
COVER LOG
(marked with a Lonesome Valley sign). Upon mobilization f equipment ip me n t and to t h e site, access to
..... ..... ...
work areas shall be along a path designated by the landowner and it shall be marked prior toequipment movin g
................... .
TREE To REMOVE
to site. Tr uc k s d equipment ip me n t shall use t h facility's s r oads to access t h o project r eac h. Where r oads are not
.............
LOG SILL WITH ROOT WADS
adjacent to the stream, centralized stream accesses shall be used as shown in the plans.
7. Construction access and a staging area will be established at stations 10 +00 (right), 17 +00 (right), 37 +50 (left),
CONSTRUCTION ACCESS
HANGING COVER LOG
and 36 +50 ri ht . Equipment and materials will be mobilized to these locations.
g
8. Construction downstream. Temporary bag dams be installed
will proceed upstream to sand coffer will upstream
sP SP
of each work area and flow in the work reach will be diverted with a pump and piping. The length of each
LOG J-HOOK
SA—] STAGING AREA
diversion will be approximately 300 to 500 linear feet.
9. A gravel "construction entrance" that consists of class A stone, at least 50 feet in length, shall be incorporated
TEMPORARY STREAM CROSSING
into every access point that connects to a public road.
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10. Temporary check dams shall be installed as shown in the plans. Temporary check dams shall be removed when
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ACCESS ROAD
grading work upstream has been completed.
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TEMPORARY CHECK DAM
OMMUMN
11. Temporary stream crossings may be installed at locations shown on the plans.
p IR
12. The clearing and grubbing required within the grading limits shall be performed so as to limit sediment
migration off -site. Logs and root wads from trees larger than 10 inches in diameter shall be stockpiled for use
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GENERAL N T ' S
as in- stream structures. In areas where new channel will be constructed salvageable native vegetation
Cn p o06
(doghobble, rhododendron, yellowroot, etc.), mats or individual plants will be harvested for transplanting.
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1. THE CONTRACTOR SHALL FOLLOW THE APPROVED SWPPP AND SHALL INSTALL MEASURES AS SHOWN
These mats will be excavated and moved to the banks of the new channel sections.
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ON THESE PLANS AND IN THE NC EROSION AND SEDIMENT CONTROL HANDBOOK.
13. Work in Reach 1 will be limited to placement of in- stream structures and minor bank grading.
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2. EXISTING NATIVE VEGETATION WITHIN THE PROJECT LIMITS SHALL BE PROTECTED OR TRANSPLANTED
14. Reach 2 construction involves both enhancement to the existing channel and creation of new off -line channel.
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¢ (9
TO THE EXTENT FEASIBLE.
Flow diversions will be staged according to lengths of sub - reaches and site constraints.
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15. Reach 3 construction will be similar to that proposed for reach 1.
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3. THE UTILITY LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL HAVE
ALL UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS MARKED PRIOR TO BEGINNING CONSTRUCTION.
16. The new channel sections shall be stabilized with in- stream structures, erosion control matting, seed, and
transplants before turning water into these sections. Compacted soil channel plugs shall be installed in areas
where the new channel diverges from the original channel, and the original, abandoned channel sections will be
backfilled.
E
17. Earthwork shall be staged such that no more channel will be disturbed than can be stabilized by the end of the
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work day or before flow is diverted into a new channel segment.
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18. Dewatering of off -line channel sections is expected to be minor. Any water pumped during dewatering
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operations in the off -line sections will be diverted through a sediment filter before being discharged into the
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downs tream reach.
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19. Earthwork will be staged such that no more channel will be disturbed than can be stabilized by the end of the
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work day or before flow is diverted into a new channel segment.
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Eosmo�
20. Excess soil materials will be stockpiled outside the floodplain in the staging areas, with silt fence installed on
0) �
the stream side(s) of the base of the stockpiles and maintained when sediment has accumulated above one third
o
of the height of the silt fence and /or the silt fence has failed. This excess material will be hauled outside the
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conservation easement or used to backfill abandoned channel before demobilization.
21. The flow diversions and stream crossings will be removed when no longer needed and the banks in these areas
Project No.
stabilized with seeding and matting.
109243
oats:
6/27/2013
22. Bank and flood lain vegetation, including brush materials and live stakes, will be installed during dormant
p g g g
season, November to April.
File Name
23. Construction entrances, staging areas and silt fences will be removed once planting is complete or once they are
Logan2013_PLAT
no longer needed.
DESIGNED:
DRAWN:
APPROVED:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
2 of 26

STRUCTURE TABL I'
�oo�
C �N a0
Structure
Number
Type
Station
Thalweg
Elevation
(ft)
Bankfull
Elevation
(ft)
Constructed
Elevation (ft)
Constructed
Arm Angle ( °)
Constructed Arm
Slope (% )
1
Vane
d at 7 C
ca co
w OU -o
MIX 6 Y C OMV
D
an d Z N M In
00 CO
tw=aa)r co
v In 0
2 z°r�' <aau-
3158.0
Logan Creek Mainstem
Reach I (Design)
Constructed
Constructed Arm
Logan Creek
Mainstem Reach
I (As- Build)
3157.8
(ft)
Elevation (ft)
Arm Angle ( °)
Structure
Number
Type
Station
Thalweg
Elevation
(ft)
Bankfull
Elevation
(ft)
Constructed
Elevation (ft)
Constructed
Arm Angle ( °)
Constructed Arm
Slope (% )
4
Cover Los LB
9 ( )
34 +50 - 34 +70
3168.6
5
1
Log Vane
0 +06
3171.2
6
Vane
35 +40
3157.0
7
Log Sill
35 +70
2
Log Cross Vane
0 +70
3170.8
8
Vane
36 +10
3156.8
9
Hanging Cover Lo
g
36 +50
3156.7
3
RRS -Lo 1
g
1 +42
3170.5
37 +25 - 37 +55
11
Vane
38 +10
3156.3
4
RRS -Lo 2
g
+
1 73
3170.4
13
Log Cross Vane
40 +40
3155.6
14
Log Cross Vane
5
RRS -Lo 3
g
1 +93
3170.3
16
Log Vane
10+10
3166.8
6
Veg.Geo.Lift/Cover Los 4
9 O
-
2+00-2+64
17
Rootwads (2)
11 +05 - 11 +65
18
Veg.Geo.Lift
11 +60- 11 +90
7
Veg.Geo.Lift /Cover Logs (4)
3 +34 -4 +02
L. Bunker
12 +45 - 13 +05
20
RRS -Log1
13 +18
3165.7
8
Log Vane
4 +06
3169.7
22
RRS -Log3
13 +94
3165.4
23
RRS -Log4
9
Lo J -Hook
9
4 +47
3169.5
24
L. Bunker
14 +70- 15 +75
25
Embedded Log
16 +34
3164.4
10
Toewood
5 +20 -5 +85
26
Veg.Geo.Lift
16 +75- 17 +45
27
Rootwads (2)
17 +90 - 18 +35
11
Veg.Geo.Lift /Cover Logs (3)
6+26-6+81
Log Vane
18 +46
3163.6
29
Toewood
18 +75 -19 +25
12
L. Bunker
7+32-7+71
31
Veg.Geo.Lift /Cover Logs (3)
21 +25- 21 +75
32
Veg.Geo.Lift /Cover Logs (4)
13
Log Vane
7 +71
3168.1
33
RRS -Log1
23 +24
3161.6
34
RRS -Log2
23 +63
3161.3
14
Embedded Log
8 +50
3167.6
35
RRS -Log3
24 +04
3161.0
36
L. Bunker /CL (5)
24 +38- 25 +01
U
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8 z /J3
CL J
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U
O
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U Q
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C¢7 U)
O
J
15
Veg.Geo.Lift /Cover Logs (4)
8+77-9+44
25 +01
3160.6
38
Veg.Geo.Lift
25 +40- 25 +80
39
Veg.Geo.Lift /Rootwads (4)
25 +87 -26 +40
40
L. Bunker
27 +20- 27 +64
41
Log Cross Vane
27 +64
3159.7
42
RRS -Log1
29 +61
3158.7
43
RRS -Log2
30+04
3158.5
44
RRS -Log3
30+55
3158.3
E
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PRELIMINARY PLANS
DO NOT USE FOR CONSTEUMON
Project No.
109243
Date:
6/27/2013
File Name
Logan2013_PLANSH
DESIGNED: MMC
DRAWN: MDR
APPROVED: MMC
Drawing No.
3 of 26
Logan Creek Mainstem Reach II (Design)
Logan Creek Mainstem Reach II (As- Build)
Structure
Number
Type
Station
Thalweg
Elevation
(ft)
Bankfull
Elevation
(ft)
Constructed
Elevation (ft)
Constructed
Arm Angle ( °)
Constructed Arm
Slope (% )
1
Vane
32 +00
3158.0
Elevation
Constructed
Constructed
Constructed Arm
2
Vane
32 +60
3157.8
(ft)
Elevation (ft)
Arm Angle ( °)
Slope (% )
3
Vane
33 +25
3157.6
4
Cover Los LB
9 ( )
34 +50 - 34 +70
3168.6
5
Veg.Geo.Lift RB
( )
34 +50 - 35 +40
3168
6
Vane
35 +40
3157.0
7
Log Sill
35 +70
3156.9
8
Vane
36 +10
3156.8
9
Hanging Cover Lo
g
36 +50
3156.7
10
Rootwads
37 +25 - 37 +55
11
Vane
38 +10
3156.3
12
Log Sill
38 +70
3156.1
13
Log Cross Vane
40 +40
3155.6
14
Log Cross Vane
41 +50
3155.3
16
Log Vane
10+10
3166.8
17
Rootwads (2)
11 +05 - 11 +65
18
Veg.Geo.Lift
11 +60- 11 +90
19
L. Bunker
12 +45 - 13 +05
20
RRS -Log1
13 +18
3165.7
21
RRS -Log2
13 +52
3165.5
22
RRS -Log3
13 +94
3165.4
23
RRS -Log4
14 +28
3165.2
24
L. Bunker
14 +70- 15 +75
25
Embedded Log
16 +34
3164.4
26
Veg.Geo.Lift
16 +75- 17 +45
27
Rootwads (2)
17 +90 - 18 +35
28
Log Vane
18 +46
3163.6
29
Toewood
18 +75 -19 +25
30
L. Bunker
19 +50- 20+05
31
Veg.Geo.Lift /Cover Logs (3)
21 +25- 21 +75
32
Veg.Geo.Lift /Cover Logs (4)
22 +54- 23 +15
33
RRS -Log1
23 +24
3161.6
34
RRS -Log2
23 +63
3161.3
35
RRS -Log3
24 +04
3161.0
36
L. Bunker /CL (5)
24 +38- 25 +01
37
Log Vane
25 +01
3160.6
38
Veg.Geo.Lift
25 +40- 25 +80
39
Veg.Geo.Lift /Rootwads (4)
25 +87 -26 +40
40
L. Bunker
27 +20- 27 +64
41
Log Cross Vane
27 +64
3159.7
42
RRS -Log1
29 +61
3158.7
43
RRS -Log2
30+04
3158.5
44
RRS -Log3
30+55
3158.3
Logan Creek Mainstem Reach II (Design)
Logan Creek Mainstem Reach II (As- Build)
Structure
Number
Type
Station
Thalweg
Elevation
(ft)
Bankfull
Elevation
(ft)
Constructed
Elevation (ft)
Constructed
Arm Angle ( °)
Constructed Arm
Slope (% )
1
Vane
32 +00
3158.0
Elevation
Constructed
Constructed
Constructed Arm
2
Vane
32 +60
3157.8
(ft)
Elevation (ft)
Arm Angle ( °)
Slope (% )
3
Vane
33 +25
3157.6
4
Cover Los LB
9 ( )
34 +50 - 34 +70
3168.6
5
Veg.Geo.Lift RB
( )
34 +50 - 35 +40
3168
6
Vane
35 +40
3157.0
7
Log Sill
35 +70
3156.9
8
Vane
36 +10
3156.8
9
Hanging Cover Lo
g
36 +50
3156.7
10
Rootwads
37 +25 - 37 +55
11
Vane
38 +10
3156.3
12
Log Sill
38 +70
3156.1
13
Log Cross Vane
40 +40
3155.6
14
Log Cross Vane
41 +50
3155.3
UT3 (Design)
UT3 (As- Build)
Structure
Number
Type
Station
Thalweg
Elevation
(ft)
Bankfull
Elevation
(ft)
Constructed
Elevation (ft)
Constructed
Arm Angle ( °)
Constructed Arm
Slope (% )
1
Rock Drop
0 +00
3170
Elevation
Constructed
Constructed
Constructed Arm
2
Rock Drop
0 +18
3169.6
(ft)
Elevation (ft)
Arm Angle ( °)
Slope (% )
3
Rock Drop
0 +44
3169.1
4
Rock Drop
0 +68
3168.6
5
Rock Step
01 +51
3168
g
Rock Step
01 +53
3167
UT6 (Design)
UT6 (As- Build)
Thalweg
Bankfull
Structure
Type
Station
Elevation
Elevation
Constructed
Constructed
Constructed Arm
Number
(ft)
(ft)
Elevation (ft)
Arm Angle ( °)
Slope (% )
1
Rock Drop
0 +43
3168.5
2
Rock Step
0 +90
3168.8
3
Rock Step
0 +91
3168.3

• 71 10^7
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Project No.
109243
Date:
6/27/2013
DESIGNED: MMC
DRAWN: MDR
APPROVED: MMc
PRELIMINARY PLANS Drawing No.
DO NOT USE FOR CONSTRUCTION 4 of 26

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Project No.
109243
Date:
6/27/2013
File Name
Logan2013 PLANSH
DESIGNED: MMG
--
DRAWN: MDR
30 0 30 60
APPROVED: MMC
PRELIMINARY PLANS
Drawing No-
/
SCALE l F T)
DO NOT USE FOR CONSTRUCTION
5 of 26

DESIGNED: MMC
DRAWN: MDR
3� 0 M 60 APPROVED: MMC
PRELIMINARY PLANS Drawing No.
SCALE ( F T) DO NOT USE FOR CONSTRUCTION 6 of 26

317
317
316
0 +UU U +SU 1 +UU
317
317
316
316
5 +00 5 +50 5 +00 5 +50
1 +5U
20 0 20 40
PROFILE (HORIZONTAL)
2 0 2 4
PROFILE (VERTICAL)
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C N W
N
d N 7 C
C c fn =
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3175 m0- = 9:
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C � N W W
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3165
2+00 2+50 3+00
3+50 4+00 4+50 5 +00
3175
w
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EXISTING GROUND
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Ow O•�
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7 +00 7 +50 8 +00
8 +50 9 +00 9 +50 10 +030
>N
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U
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LOGAN CREEK PROFILE
Project No.
0+00-10+00
109243
Date:
6/27/2013
File Name
Lo,gan2013_PLANSH
DESIGNED: MMC
DRAWN: MDR
APPROVED: MMC
PRELIMINARY PLANS
Drawing No.
$ Of 26
DO NOT USE FOR CONSTRUCTION

317
317
316
316
1
317
316
316
EXISTING GROUND
LO lz�
— ---- - - - - -_ --
/ a
\ / - - - -- n 12 53
R
a
315 5—�
15+00
20 0 20 40
PROFILE (HORIZONTAL)
2 0 2 4
PROFILE (VERTICAL)
PROPOSED GROUND
15+50 16+00 16+50 17+00 17+50 18+00
LOCAN CREEK PROFILE
10 +00 -20 +00
/ —ct
c
u
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3175 o o ° .
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M 00
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18 +50 19 +00 19 +50
Project No.
109243
Date:
6/27/2013
File Name
Logan2013_PLANSH
DESIGNED: MMC
DRAWN: MDR
APPROVED: MMC
PRELIMINARY PLANS
Drawing No.
DO NOT USE FOR CONSTRUCTION
9 of 26

317
316
1661
315
2
316,
316
315
3170 C4
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C N a0 N
C C cn W
W OU�o
Y C O M Ln
m 0) O Z N M
C W W Go
L W = N C
3165 2z�yr
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61tal7
3150 —�
25 +00
20 0 20 40
PROFILE (HORIZONTAL)
2 0 2 4
PROFILE (VERTICAL)
EXISTING GROUND o ¢ LJJ
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- -- qa -
- - -- --
-- --
\ (jO
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co
cs
W W
3160
t- - - -----------
- - - - --
PROPOSED GROUND
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LOGAN CREEK PROFILE
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APPROVED: MMC
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109243
Date:
6/27/2013
File Name
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DESIGNED: MMC
DRAWN: MDR
APPROVED: MMC
PRELIMINARY PLANS
Drew1 NO.
DO NOT USE FOR CONSTRUCTION
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109243
Date:
6/27/2013
File Name
1-ogan2013_PLANSH
DESIGNED: MMC
DRAWN: MDR
APPROVED: MMC
PRELIMINARY PLANS Drawl No.
DO NOT USE FOR CONSTRUCTION 13 of 26

NUMBERS SHOW
LOCATION OF PUMP AROUND
2-1 o
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LAND CONSERVANCY
CONSERVAITON EASEMENT

100
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;edCntd 2013.dwg
DESIGNED: MMC
DRAWN: MDR
APPROVED: MMC
PRELIMINARY PLANS Draw 7 No.
DO NOT USE FOR CONSTRUCTION 17 Of 2F)

PANTING TYPICAL PLAN VIEW
.
.
i a
FrFNin
O ZONE 1
RMI ZONE 2
CONSERVATION
EASEMENT
15 0 15 30
SCALE (FT)
VEGETATION SPECIES BY PLANTING ZONES
Common Name
Scientific Name
acin
S p 9
(feet)
M Plant
aterial
Size
Zone1 < 15' from TOB
Silk do wood
Comus o
LS
Tag older
A /nus s z /atom
G or T
Silk willow
Sobx se
ec
LS
Elderber
Sombucus —,d .. is
LS
Do hobble
Leucofhoe fonlo�esiono
C ar T
Mountain laurel
Ko /mio /olifo /b
IT—
Zone2 >15' from LOS
Persimmon
aas gas n;,;niana
BR
Tuli —1-
u�ied don sair�a
eR
Green nsh
Faxn— anna txaniaa
RR
willow oak
ue,c he / /os
RR
Black u
N ssousa /votica
Swam chestnut oak
ue�cus mrchauxii
LS— Live Stake
BR— Bore Root
C— Contatlner
T— Transplant
SEED MIXES
Common Name
Scientific Name
Percent
Application
Rate
(Iblac)
Permanent Mix
11
Bull Rush
Saii us c n
5
Redtop
A ,ash's o16,
15
Fex Sed e
carex a Lpmoidea
10
vir in e wild R e
DD
Soft Rush
Juncus eft us
5
Deer Ten­
Paniaum atandastnum
10
Po /ygonum pennsy /vanicum
5
Be
5
Lan_ LeTc
Coreopsis
Coreo sis /onto /ofo
15
Partridge Pea
Cassia fascicu /ato
5
wingstem
5
Temporary Seed
R e Grain fall, winter
Seco /e c Leo /e
100
135
Browntop Millet (spring, summer)
Bachioio �omoso
100
40
PLANTING ZONE 2 > 15' FROM TOB
EXTENDING TO CONSERVATION EASEMENT
PLANTING ZONE 1 < 15' FROM TOB
5 0
SCALI
EXISTING TREES WILL BE PROTECTED TO
THE GREATEST EXTENT POSSIBLE
PANTING TYPICAL SECTION
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109243
Date:
6/27/2013
Planting Plan 2013.d
DESIGNED: MMC
DRAWN: MDR
APPROVED: MMC
PRELIMINARY PLANS Draw No.
l
DO NOT USE FOR CONSTRUCTION 18 Of 2F)

SLOPE TO EXISTING
GROUND ELEVATION
NOT > 5:1
5.0
SLOPE TO EXISTING
GROUND ELEVATION
NOT > 5:1
5.0
5.0
3.0
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TYPICAL RIDDLE SECTION
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GROUND ELEVATION 3 0 GROUND ELEVATION
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0.7
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UTC AND UTD
5.0
SLOPE TO EXISTING 8.0 SLOPE TO EXISTING
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1.2
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UTS AND UTD
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Project No.
109243
Date:
6/27/2013
DESIGNED: MMC
DRAWN: MDR
APPROVED: MMC
PRELIMINARY PLANS Drawing No.
DO NOT USE FOR CONSTRUCTION 19 of 26

Tc
1/3 BOTTOM
TOP OF BANK
LEAVE 1' — 2' 4% — 7%
GAPS
TOE OF 1/2 BANKFULL
BANK STREAMBED
C � —�
DEPTH OF ,FOOTER LOG SHOULD
EQUAL 1.5 MAX SCOUR DEPTH BRACE POST
SCOUR POOL FOOTER LOG
NOTE:
SET ELEVATION OF TOP OF LOGS CROSS
PIECE TO DESIRED ELEVATION OF STREAMBED
SCOUR POOL EXCAVATED
PER DIRECTION OF ENGINEER
L(FT) 17
B(FT) 8
S(FT) 6
F(DEGREES) 17
ELEVATION VIEW
STREAMBED FLOW
�- BAC'KFILL
,FILTER FABRIC
4' MIN
M J HOOK LOG VANE W/ or W/O HOOK
20 NOT TO SCALE
IF ROOT WAD DOES NOT
COVER ENTIRE BANK &
BERM (05 MAXIMUM HT.) CONSTRUCTION IS
BERM(S) NOT TO EXTEND BETWEEN MID OCTOBER
BEYOND LIMITS OF ROOT TO MID MARCH, BANK \
WADS SHALL BE PROTECTED
WITH BRUSH LAYER
(SEE DETAIL) TOP OF
BANK
FLOODPLAIN
M ROOT WAD
20 NOT TO SCALE
PLAN VIEW
BAN[
20'
D IAM ET
GREAT
(T)
A'
PLAN VIEW
)BY INTO
INK MIN
(TYP)
BANKFULL
PROTECT BANK /2 TO 2�3
WITH FLOW BANKFUL
TRANSPLANTS 22
OR ROOT WADS STREAM BED
PER PLAN V BELOW MAX
POOL DEPT FOOTER LOG
LOG PROFILE
30' NOTE
1. LOGS WITHOUT ROOT MASS MAY BE USED IF APPROVED BY PROJECT E
N
'.Y INTO A
K MIN 5' P
R�qM eE0 FL0 WATER SURFACE
THALWEG
5'MI FILTER
FABRIC 5'MI N
(TYP)
SECTION A A'
K2--� LOG ROCK AND ROLL STRUCTURE
20 NOT TO SCALE
STREAMBANKS
FLOW 4`0 -7`0
1/2
BURIED 4\LEAST BRACE LOG STREAMBED BA �KFULL
GS SHOULD BE DEPTH OF, FOOTER LOG SHOULD
RIED IN BANK AT BURIED IN EQUAL 1.5 MAX SCOUR DEPTH 6 FEET BANK BRACE POST
SCOUR POOL FOOTER LOG
FILTER FABRIC P FILTER FABRIC NOTE:
P SET ELEVATION OF TOP OF LOGS CROSS
A PIECE TO DESIRED ELEVATION OF STREAMBED
20 ° -30° 20• -30' ELEVATION VIEW
C BURIED IN
COVER LOG BANK
SHALL BE � FLTER
ANCHORED A /FABRIC
UNDER /3 113 � 113 STREAMBED FLOW
FOOTER LOGS BANKFULL BANKFULL BANKFULL
OR WITH A PLAN VIEW
BOULDER RBACKFILT_— FILTER FABRIC
US CH SHALL BE CUT ZO%
ROOT WAD 2' WIDER THAN THE 4' MIN F
(TYP)
12" MINI--- DIAMETER OF THE LOG
SECTION A —A' THROUGH LOG VANE PLAN VIEW OF NOTCH
TOOTER LOG NOTE:
(TRENCHING METHOD N° CUT NOTC H� ARM LOGS SHOULD BE NOTCHED ON
ONLY) o THE BOTTOM AND INVERT LOGS
NOTCHED ON TOP. FITTING THEM
TOGETHER WILL ALLOW THE ARM LOGS
SIDE VIEW OF NOTCH TO HOLD THE INVERT IN PLACE.
LOG CROSS VANE
20 NOT TO SCALE
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
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)ate:
6/27/2013
'ile Name
ogan2013_PLANSH
DESIGNED: MMC
DRAWN: MDR
APPROVED: MMC
)rawing No.
20 of 26

LOGS SHA
DIAMETER
AND HARI
VANE ARM LOG SHALL BE BURIED INTO
THE BANK A MINIMUM OF 5 FEET.
TOP
I OG POST OR
LDERS
CROSS— SECTION VIEW
PLAN VIEW
1 HANGING COVER LOG
21 NOT TO SCALE
PLAN
TRANSPLANTS SCOUR
\ POOL
LOG WEIR
HEADER LOG
FOOTER LOG
TOP OF STREAMBANK
— FLOW
4' MINIMUM
SECTION AA
BACKFILL
FILTER FABRIC
NOTES:
1, LOGS SHOULD BE AT LEAST 10 INCHES IN DIAMETER, RELATIVELY STRAIGHT,
HARDWOOD, AND RECENTLY HARVESTED.
2. TOP OF HEADER LOG SHOULD BE SET AT SAME ELEVATION AS THE STREAMBED.
3. USE FILTER FABRIC TO SEAL GAPS BETWEEN LOGS.
4. NAIL FILTER FABRIC USING 3" 10D GALVANIZED COMMON NAIL EVERY
2 ALONG THE LOG.
5. PLACE ROOT WADS AS CLOSE AS POSSIBLE TO LOG WEIRS TO PROTECT
AGAINST BANK EROSION.
2-� LOG SILL WITH ROOT WADS
NOT TO SCALE
EXCAVATE ENTIRE ROOT MASS TRANSPLANT NOTE:
AND AS MUCH ADDITIONAL EXCAVATE TRANSPLANTS USING A TRANSPLANT THE ENTIRE ROOT
SOIL AS POSSIBLE FRONT END LOADER OR TRACKHOE, MASS AND AS MUCH ADDITIONAL
DEPENDING ON ROOT DEPTH SOIL AS POSSIBLE
EXCAVATE A HOLE THAT EXCAVATE A HOLE THAT
WILL ACCOMMODATE THE WILL ACCOMMODATE THE
SIZE OF TRANSPLANT FINISHED GRADE SIZE OF TRANSPLANT
FINISHED GRADE FINISHED GRAD
COMPACT BACKFILL ;y;; SCARIFY TO A MINIMUM DEPTH OF
OR 2" DEEPER THAN ROOT MASS
AMP BACKFILL
SINGLE TRANSPLANT TRANSPLANT CLUSTER GROUND COVER TRANSPLANT
DO NOT REMOVE LEADER
THIN BRANCHES AND
FOLIAGE BY 1/3 RETAINING
NORMAL TREE SHAPE
TREE OR SHRUB SHALL
BE INSTALLED SO THAT 1/8
OF THE ROOT BALL WILL
BE ABOVE FINISHED GRADE
WATER RETENTION RING
FINISHED GRADE
WATER RETENTION RIN
FINISHED GRAD
ULCH COMPACT BACKFI
,OMPACT BACKFILL
CONTAINERIZED PLANTING
GROUND LEVEL
TREE OR SHRUB SHALL BE
NSTALLED SO THAT 1/8 OF
THE ROOT BALL WILL BE
ABOVE FINISHED GRADE
ULCH
CONTAINERIZED PLANTING
SLOPING GROUND
CONTAINERIZED PLATING NOTES:
1. WHEN PREPARING THE HOLE FOR A CONTAINERIZED PLANT, EXCAVATE THE HOLE 8 —12 INCHES LARGER
THAN THE DIAMETER OF THE POT AND THE SAME DEPTH AS THE POT.
2, REMOVE THE PLANT FROM THE POT. LAY THE PLANT ON ITS SIDE IF NECESSARY TO REMOVE THE POT.
3. IF THE PLANT IS ROOTBOUND (ROOTS GROWING IN A SPIRAL AROUND THE ROOT BALL), MAKE VERTICAL
CUTS WITH A KNIFE OR SPADE JUST DEEP ENOUGH TO CUT THE NET OF ROOTS. ALSO MAKE A CRISS —CROSS
CUT ACROSS THE BOTTOM OF THE BALL.
4. PLACE THE PLANT IN THE HOLE.
5. FILL HALF OF THE HOLE WITH SOIL (SAME SOIL REMOVED FOR BACKFILL).
6. WATER THE SOIL TO REMOVE AIR POCKETS AND FILL THE REST OF THE HOLE WITH THE REMAINING SOIL.
)LE SHOULD BE LARGE ENOUGH TO
LOW THE ROOTS TO SPREAD OUT
0 DOWN WITHOUT J— ROOTING
GENERAL NOTES:
1. KEEP ROOTS MOIST WHILE DISTRIBUTING OR WAITING TO PLANT BY MEANS OF
WET CANVAS, BURLAP, OR STRAW.
2. HEEL —IN PLANTS IN MOIST SOIL OR SAWDUST IF NOT PROMPTLY PLANTED UPON
ARRIVAL TO PROJECT SITE.
3. PRUNE ANY BROKEN LIMBS AND TREAT TORN BARK
WITH TREE WOUND DRESSING.
4. EVERY EFFORT SHOULD BE MADE TO KEEP SOIL EXCAVATED FOR PLANTING
FROM ENTERING STREAM. ACCIDENTAL FILL SHOULD BE REMOVED IMMEDIATELY
TREE AND
NOT TO SCALE
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Project No.
109243
Date:
6/27/2013
DESIGNED: MMC
DRAWN: MDR
APPROVED: MMC
PRELIMINARY PLANS 2i of 26

NOTES
1. LOGS SHALL BE AT LEAST 12 INCHES IN
DIAMETER, RELATIVELY STRAIGHT,
AND HARDWOOD.
2. VANE ARM LOG SHALL BE BURIED INTO
THE BANK A MINIMUM OF Z FEET.
3. EXISTING LOGS AND WOODY DEBRIS
MAY BE INCORPORATED AS AVAILABLE
SO AS NOT TO LOSE WOOD FROM
STREAM.
FLOW
PLAN VIEW OPTION 1
PROTECT EXISTING
TREE
�W
ANCHOR WITH E�ISTING
LOGS, BOULDER OR POST
PLAN VIEW OPTION 2
OW
BASEFLOW E
O — _
0
SECTION A -A LOG POST BASEFLOW
0
0 PLAN VIEW OPTION 3
SECTION B —B
CROSS-SECTION VIEW OPTION 1 CROSS- SECTION VIEW OPTION 2
EMBEDDED LOGS
22 NOT TO SCALE
B
JCTED BANK
BANK
�2 BUNKER
22 NOT TO SCALE
GEOTEXTILE
BASEFLOW
SMALL LOGS
COVERLOGS
NOTES
1. USE FILTER FABRIC TO SEAL GAPS
BETWEEN LOGS.
SECTION A —A 2. NAIL FILTER FABRIC TO TOP OF
FOOTER LOG USING 3" 10d
TRANSPLANTS GALVANIZED COMMON NAIL ON 2'
SPACING ALONG LOG.
BASEFLOW �GEOTEXTILE
COVERLOGS
SECTION BB
CROSS— SECTION VIEW
LOGS OR BOULDERS
WHEN AVAILABLE; AT
MIN. CLASS 2 STONE.
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Project No.
109243
Date:
6/27/2013
DESIGNED: MMC
DRAWN: MDR
APPROVED: MMc
PRELIMINARY PLANS Drawing No.
DO NOT USE FOR CONSTRUCTION 22 Of 26

STAKE TOP LAYER 10 GAUGE MIN.
OF MATTING IN 6" TRENCH 4 TOP OF AND BOTTOM STRA
BANK 1.5' LIFT OF
COMPACTED
F 00DPLAI ON -SITE SOIL (TYP) COIR EROSION CONTROL MATTING
ENCOMPASSES LIFT
UNDISTURBED //\ LIVE BRANCH CUTTINGS (SEE
EARTH / �� PLANTING PLAN FOR SPECIES)
/\ \/ VARIES 1.5D
COVER LOG
SHALL BE
ANCHORED
UNDER ROOT
WADS OR WITH
�A BOULDER
FOOTER LOG
\(TRENCHING METHOD
ONLY)
PLAN VIEW
THE WOOD STAKE SHALL BE THE
NORTH AMERICAN GREEN
ECO -STAKE OR APPROOVED
EQUIVALENT WITH THE FOLLOWING
DIMENSIONS:
FINISHED BED
APPROX. 6" ELEVATION
ABOVE BASEFLOW
NOTES:
1. WHEN GEOUFTS ARE BUILT ABOVE
ROOTWAD CLUSTER, USE EQUAL MIX OF
CLASS 1 AND CLASS A RIPRAP BEHIND
ROOT MASS TO BUILD FOUNDATION
VEGETATED GEOLIFT
23 NOT TO SCALE
LEG LENGTH
11.00 IN (27.94 CM)
HEAD WIDTH
1.25 IN (3.18 CM)
HEAD THICKNESS
0.40 IN (1.02 CM)
LEG WIDTH
0.60 IN (1.52 CM) (TAPERED TO POINT)
LEG THICKNESS
0.4D IN (1.02 CM)
TOTAL LENGTH
1200 IN (30.48 CM)
" TRENCH
TOP OF STREAMBAN
BASEFLOW
STONE TOE APPROX.
BE
1 FT BELOW FINISHED
D ELEVATION
FOUNDATION:
1)ROOTWAD CLUSTER AND /OR
2)EQUAL MIX OF CLASS A
AND CLASS 1 RIPRAP
NOTES:
1)BANKS SHALL BE SEEDED AND
MULCHED PRIOR TO
INSTALLATION OF MATTING
2) MATTING SHALL BE PLACED
ACCORDING TO MANUFACTURER'S
SPECIFICATIONS
3) MATTING SHALL BE STAKED IN
DIAMOND PATTERN
4) AT TOP OF BANK, MATTING SHALL BE
PLACED IN 6" DEEP TRENCH, STAKED,
BACKFILLED, AND COMPACTED
K EROSION CONTROL
MATTING
TAKE (TYP) TOE OF STREAMBANK
CHANNEL BED
MATERIAL
6" MINIMU
IEEL-E SECTION VIE
3 EROSION CON
NOT TO SCALE
NOTES:
1) WIRE SHALL BE MINIMUM OF 32" WIDE WITH
LINE WIRES WITH 12 STAY SPACING
FILTER FABRIC SHALL BE MINIMUM OF 36"
DE AND FASTENED TO WIRE
USE 5' STEEL POST MADE OF ANGLE IRON
TH SELF- FASTENERS
EXTENSION OF FABRIC AND
WIRE INTO TRENCH
2 SILT FENCE
23 NOT TO SCALE
18" C P P (3)
X20 LONG
CLASS A STONE
6" THICK (TYP)
FILTER FABRI
4 TEMPORARY
2V NOT TO SCALE
10' MIN (TYP)
PRELIMINARY PLANS
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lmject No.
109243
)ate:
6/27/2013
ile Name
ogan2013_PLANSH
DESIGNED: MMc
DRAWN: MDR
APPROVED: MMc
)rawing No.
23 of 26

,/A'
PLACE ONE BOULDER TOP OF RANI
2/3 /3 ON EACH SIDE OF VANE ARM
BANKFULL BANKFULL TO STABLILZE ARM OR USE LOG
WIDTH WIDTH POST OR ANCHOR LOG
1/2 BANKFULL
FJ B STAGE STREAM BED
PLAN VIEW F
NOTES
1. LOGS SHALL BE AT LEAST 12 INCHES IN
DIAMETER, RELATIVELY STRAIGHT,
AND HARDWOOD.
2. VANE ARM LOG SHALL BE BURIED INTO
THE BANK A MINIMUM OF 5 FEET.
rj--� LOG VANE
24 NOT TO SCALE
FOOTER L
SET ELEVATION OF TOP OF LOGS TO
DESIRED ELEVATION OF STREAMBED.
3'MIN
12" DIAMETER BRACE LOG
OG ATTACHED TO VANE LOGS
ON BOTH SIDES
PROFILE B —B'
TOP OF BAN
O
O
m
0
F1
F1
0
O
O
PLAN VIEW
STAKE DETAI
UDS FACING
PWARDS
3LE CUT
-45 DEG.
NOTES:
1. STAKES SHALL BE CUT AND INSTALLED ON THE
SAME DAY.
2. STAKES THAT HAVE BEEN SPLIT SHALL BE REJECTED
AND NOT USED FOR CONSTRUCTION.
3. STAKES SHALL BE INSTALLED WITH BUDS POINTING
UPWARD.
4. STAKES SHALL BE INSTALLED PERPENDICULAR TO
BANK.
5, STAKES SHALL BE 1/2 TO 2 INCHES IN DIAMETER
AND 2 TO 3 FEET LONG.
6. STAKES SHALL BE INSTALLED WITH 113 TO 1/5 OF
STAKE REMAINING ABOVE GROUND.
LIVE STAKING
NOT TO SCALE
PLAN VIEW
STEP HEIGHT
FROM TABLE IN
PLANS
A A'
NON —WOVEN 1. 5' -2' PLUNGE
FILTER FABRIC POOL (TYP)
(T P)
EADER TOP
GUILDERS 0 F
BANK
ON —SITE
ALLUVIU PLUNGE
POOL
FOOTER /
BOULDERS /
ALTERNATIVE PLAN VIEW: TWO
BOULDERS FORM INVERT
LEGEND:
Y
Q
APPROXIMATE LEVEL OF BASEFLOW
Y
Q
CHANNEL THALWEG / CONTROL LINE
m
CHANNEL BED MATERIAL
m
STREAMBED ~ FLOW
Q
w
NON —WOVEN
Q
w
BOULDER 2'x1.5'x1' to 3'x3'x2
�
�
BA.CKFILL
FILTER FABRIC
VANE LOG
0
w
5' MIN
BRACE LOG
L4' MIN]
SECTION A —A' THROUGH LOG VANE
TOP
OF
BURIED IN
NOTES
BANK
(TYP)
4' MIN
BANK
1. USE FILTER FABRIC TO
A� 25'
SEAL GAPS BETWEEN LOGS.
2
2. NAIL FILTER FABRIC TO
EDGE OF
TOP OF FOOTER LOG USING 3"
FILTER FABRIC
10d GALVANIZED COMMON
NAIL ON 2' SPACING ALONG
LOG.
,/A'
PLACE ONE BOULDER TOP OF RANI
2/3 /3 ON EACH SIDE OF VANE ARM
BANKFULL BANKFULL TO STABLILZE ARM OR USE LOG
WIDTH WIDTH POST OR ANCHOR LOG
1/2 BANKFULL
FJ B STAGE STREAM BED
PLAN VIEW F
NOTES
1. LOGS SHALL BE AT LEAST 12 INCHES IN
DIAMETER, RELATIVELY STRAIGHT,
AND HARDWOOD.
2. VANE ARM LOG SHALL BE BURIED INTO
THE BANK A MINIMUM OF 5 FEET.
rj--� LOG VANE
24 NOT TO SCALE
FOOTER L
SET ELEVATION OF TOP OF LOGS TO
DESIRED ELEVATION OF STREAMBED.
3'MIN
12" DIAMETER BRACE LOG
OG ATTACHED TO VANE LOGS
ON BOTH SIDES
PROFILE B —B'
TOP OF BAN
O
O
m
0
F1
F1
0
O
O
PLAN VIEW
STAKE DETAI
UDS FACING
PWARDS
3LE CUT
-45 DEG.
NOTES:
1. STAKES SHALL BE CUT AND INSTALLED ON THE
SAME DAY.
2. STAKES THAT HAVE BEEN SPLIT SHALL BE REJECTED
AND NOT USED FOR CONSTRUCTION.
3. STAKES SHALL BE INSTALLED WITH BUDS POINTING
UPWARD.
4. STAKES SHALL BE INSTALLED PERPENDICULAR TO
BANK.
5, STAKES SHALL BE 1/2 TO 2 INCHES IN DIAMETER
AND 2 TO 3 FEET LONG.
6. STAKES SHALL BE INSTALLED WITH 113 TO 1/5 OF
STAKE REMAINING ABOVE GROUND.
LIVE STAKING
NOT TO SCALE
PLAN VIEW
STEP HEIGHT
FROM TABLE IN
PLANS
A A'
NON —WOVEN 1. 5' -2' PLUNGE
FILTER FABRIC POOL (TYP)
(T P)
EADER TOP
GUILDERS 0 F
BANK
ON —SITE
ALLUVIU PLUNGE
POOL
FOOTER /
BOULDERS /
BOULDER STEP
24 NOT TO SCALE
PUBLIC ROAD
r--� CONSTRUCTION ACCESS
24 NOT TO SCALE
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Project No.
109243
Date:
6/27/2013
DESIGNED: MMC
DRAWN: MDR
APPROVED: MMC
PRELIMINARY PLANS Drawing No.
DO NOT USE FOR CONSTRUCTION 24 Of 26
ALTERNATIVE PLAN VIEW: TWO
BOULDERS FORM INVERT
LEGEND:
_
APPROXIMATE LEVEL OF BASEFLOW
WATER SURFACE
CHANNEL THALWEG / CONTROL LINE
CHANNEL BED MATERIAL
CHANNEL SEDIMENT
UNDISTURBED IN —SITU SOIL
NON —WOVEN
FILTER FABRIC
BOULDER 2'x1.5'x1' to 3'x3'x2
BOULDER STEP
24 NOT TO SCALE
PUBLIC ROAD
r--� CONSTRUCTION ACCESS
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Project No.
109243
Date:
6/27/2013
DESIGNED: MMC
DRAWN: MDR
APPROVED: MMC
PRELIMINARY PLANS Drawing No.
DO NOT USE FOR CONSTRUCTION 24 Of 26

ti
c �
CLASS I RIPRAP FILTER INCLUDS FABRIC FLOW C O N 00 Go
SPLASH PAD # 57 STONE 'C LL 0 �
SPECIAL STILLING 20 m N 7 C
BASIN (SEE PROJECT B C C Co = W
SPECIAL PROVISIONS) SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND O!
1. INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE DESIGNATED PROJECT WORKING AREA. uj J O U O)
2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING THAT WILL CONVEY THE t r,rra'q P2 { g O O
EWATERING PUMP � .� r.� A 4D OMIX L O
A
BASE FLOW FROM UPSTREAM OF THE WORK SITE. WORK AREA W C 0
IN u7
3. STALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION. 0 1 Y ') 0 O M p
4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS IF NEEDED TO DEWATER THE ENTRAPPED 9 J m d O Z N M
AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA. o/ �o C N a0 W
THIS WATER WILL FLOW INTO A SPECIAL STILLING BASIN. m tm N
5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLAN AND FOLLOWING T 9 W = N C
THE GENERAL CONSTRUCTION SEQUENCE. INSTALL AND MAINTAIN (WEEKLY) c r-
a) O X
6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF THE IMPERVIOUS CHECK DAMS AT DOWNSTREAM I '— V 01 y L N
TEMPORARY PROJECT LIMIT rJl Z f- Q D" LL
DIKE. REMOVE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY FLEXIBLE HOSE /PIPING STARTING WITH THE
IMPERVIOUS FLEXIBLE HOSE B
DIKE SEE DOWNSTREAM DIKE FIRST. PLAN VIEW
7. ONCE THE WORKING AREA IS COMPLETED REMOVE THE STILLING BASINS AND STABILIZE DISTURBED AREAS WITH
PROJECT
EXISTING PLAN VIEW
SPECIAL
CHANNEL
SEED AND MULCH.
W (SPILLWAY)
PROVISIONS
( Y)
WORKING AREA
MIN 2 3 STREAM WIDTH
NOTES:
1. EXCAVATION SHALL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL.
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM
TEMPORARY 1' MIN. BELOW LOWEST
FLOW.
CONTRACTOR TO REMOVE
PIPING SEDIMENTS WHEN ACCUMULATION
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED
REACHES 12°
BANK LEVEL
IN ONE WORKING DAY. �
4. THE PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY 6.0 CFS FOR MAINSTEM.
5. THE PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY 1.5 CFS FOR HARRIS 2D' ��
TRIBUTARY. CLASS RIPRAP
TSS< 50 N.T.U.
6. PROVIDE STABILZED OUTLET TO STREAM BANK. �'fI.
4 . . , t — # # # # # # # # ## ....
1 SECTION A A
I .
�—IMPERVIOUS DIKE (SEE
PROJECT SPECIAL SANDBAG /STONE BASEFLOW PUMP AROUN UMP PROVISIONS) WORKING AREA — FLOW
SPECIAL STILLING IMPERVIOUS SHEET
BASIN IMPERVIOUS DIKE
EXISTING
GROUND 12" MIN. CLASS A
STONE TOP OF
STREAM BANK
PROVIDE STABILIZED OUTLET TO
FILTER FABRIC FOR /STREAM BANK
DRAINAGE TYPE 2
LOGAN CREEK
rj--� PUMP AROUND
25 NOT TO SCALE
OUTLET PROTECTION
SPILLWAY CREST --2' MIN. -I
CLASS B RIPRAP # 57 STONE
FLOW
� FULL
ag �O
SECTION B -B
(j:) TEMPORARY CHECK DAM
25 NOT TO SCALE
SWALE
TOP OF SWALE —
[Alt t4c
BASE OF EXISTING SWALE — D'
HERBACEOUS VEGETATION STRIPS OR / j FOREBAY
LEVEL SPREADERS TO REDUCE SEDIMENT FOREBAY
VELOCITIES AND PROVIDE ( m
TREATMENT
SECTION DD' D — —
PLAN VIEW
EROSION CONTROL
MATTING
TEMPORARY & PERMANENT
SEED MIX ON BANKS & BED
DEEPER THAN
EXISTING SWALE �
1/2 WIDTH OF EXISTING SWALE
SECTION BB'
(:�::) CATCH BASIN WITH FOREBAY
25 NOT TO SCALE
FILET PROTECTION
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109243
6/27/2013
L25 IGNED: MMC
WN: MDR
ROVED: MMC
PRELIMINARY PLANS ing No.
DO NOT USE FOR CONSTRUCTION of 26

�o
COVER LOGS OR ROOTWADS TO BE BID AND INSTALLED PER
THEIR RELATIVE DETAILS AS A SEPARATE STRUCTURE
COMPONENT AND LOCATED WHERE SPECIFIED BY THEIR RESPECTIVE
SYMBOLS IN THE PLANS
n
PLAN VIEW
BANKFULL�
MAX LIFT HEIGHT EQUAL 2',
WHEN BANK HEIGHT >2', USE
MULTIPLE LIFTS OF
APPROXIMATELY EQUAL HEIGHT
MATERIAL SHOULD NOT EXTEND
MORE THAN 1/4 CHANNEL WIDTH
TWO ALTERNATIVES FOR '.•`°ef "'• •'
FASCINE /LIVE BRUSH INSTALLATION
BACKFILL OVER BRUSH LA
LIVE FASCINE MATERIAL—
THICK BRUSH LAYER:
WASTE WOOD FROM LIMB TOPS
GENERATED FROM CLEARING,
1 " -6" VARIOUS SIZES IN DIAMETER; CM
COVER LOGS AND /OR ROOTWADS
TO BE INCORPORATED AS SHOWN ON
PLANS AND PER RESPECTIVE DETAILS
FOUNDATION OF EQUAL MIX
CLASS A AND CLASS 1 RIPRAP
SEE PROJECT SPECIFIC SPECS_
FOR FOUNDATION AND OTHER
CHANNEL MEASUREMENTS
(EXTRA ARMOR AT TOE)
rj---� TOE WOOD
26 NOT TO SCALE
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Project No.
109243
Date:
6/27/2013
DESIGNED: MMC I
DRAWN: MDR
APPROVED: MMC
PRELIMINARY PLANS 9 -
DO NOT USE FOR CONSTRUCTION 26 Of 26
Y;
FOUNDATION W1DTH
OPTIONAL USE OF TREE LIMBS
OR TRUNKS AT TOE WHEN
SECTION VIEW A —A'
AVAILABLE ON SITE, CAN BE
USED INSTEAD OF OR IN
CONJUNCTION WITH BASE STONE
TO RAISE FOUNDATION HEIGHT
rj---� TOE WOOD
26 NOT TO SCALE
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Project No.
109243
Date:
6/27/2013
DESIGNED: MMC I
DRAWN: MDR
APPROVED: MMC
PRELIMINARY PLANS 9 -
DO NOT USE FOR CONSTRUCTION 26 Of 26