AttachmentJ4_Newsome_Creek_R2_Final_Design_Drawings_Part_2_of_3.pdf
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Attachment J-4 Drawings Part 2
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| AttachmentJ4_Signed_Coversheet.pdf | ||
| AttachmentJ4_Newsome_Creek_R2_Final_Design_Drawings_Part_3_of_3.pdf | ||
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| AttachmentJ4_Newsome_Creek_R2_Final_Design_Drawings_Part_1_of_3.pdf | ||
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Text version
KEY 2
KEY 1
KEY 3
KEY 4
HS 3
HS 2
HS 1
50+00
UPSTREAM PROJECT EXTENT
N: 1552118.42
E: 2654105.40
E L E
V A
T I O
N
F
T
STATION (FT)
39+0040+0041+0042+0043+0044+0045+0046+0047+0048+00
E L E
V A
T I O
N
F
T
STATION (FT)
48+0049+0050+0051+0052+0053+0054+0055+0056+0057+00
-1 .7
-0.5% -1.3%
0.0%
-1 .7
0.0%
0.0%
-0.9%
-1.0%
0.0%
0.0%
0.0%
-1.0%
-0.7%
-1.0%
-1 .7
-0.4%
0.0%
-0.7%
-0.7%
KEY 2KEY 1
HS 3HS 2
HS 1
KEY 4
KEY 3
-1 .7
DATE:
CHECKED:
ENGINEER:
DRAWN BY:
B. DAVIS
A. HEITMANN
A. HEITMANN
SHEET NAME:
PROJECT NO.:
DATE:
C3
NO. DATE REVISIONS BY CHK
11/28/2016
COORDINATE SYSTEM:
SCALE:
APPROVED:
DATE:
ISP, NAD 83, US FT, WEST
1" = 100'
S. FIROR
11/29/2016
DESIGN PLAN & PROFILE
(UPPER)
NEWSOME CREEK REACH 2
STREAM HABITAT IMPROVEMENT
NEAR ELK CITY, IDAHO
11/29/2016
16077
SCALE:
0 50 100
1" = 100'
N
S
W
E
F
L
O
W
SHEET:
M A
T C
H
L I N
E
PROFILE
SCALE: 1" = 100' HORIZONTAL, 1" = 25' VERTICAL
EXISTING
FLOODPLAIN
EXISTING FLOODPLAIN
FLOW DEFLECTING
HABITAT
STRUCTURE (TYP)
DESIGN TRAIL
(APPROX. 465 LF)
PROTECT & RETAIN
EXISTING LOG JAM
CHANNEL DIVERSION
STRUCTURE 1
PROTECT & RETAIN
EXISTING LOG JAM
USE STOCKPILED TOPSOIL FOR DESIGN
FEATURES (SEE SPECIFICATIONS).
GRADE TO MATCH EXISTING GROUND.
DESIGN STREAM
CHANNEL
CENTERLINE
ALIGNMENT
(SEE SHEET C9)
APPROX. TOP
OF STREAM-
BANKS
DESIGN SWALE 1
(SEE SHEET C11)
CROSS-SECTIONS
(SEE SHEET C4)
DESIGN SWALE 2
(SEE SHEET C11)
SIDE CHANNEL 3
(SEE SHEET C11)
SIDE CHANNEL 1
(SEE SHEET C11)
TIE INTO
EXISTING
STREAMBED
(STA 39+50)
UPGRADE FOOT TRAIL
(SEE SHEET C14)
D1
1-2
D5
1-3
CHANNEL SPANNING
KEY STRUCTURE (TYP)
D1
3-4
USE STOCKPILED TOPSOIL
FOR DESIGN FEATURES
(SEE SPECIFICATIONS)
SIDE CHANNEL 2
(SEE SHEET C11)
DESIGN CHANNEL PROFILE
(SEE SHEET C10 FOR
BEDFORM SEQUENCING)
BF 1
BF 2
S H
E E
T
C
D6
TIE INTO EXISTING
STREAMBED (STA 50+65)
DESIGN STREAM CHANNEL
(SEE SHEET C10 FOR
BEDFORM SEQUENCING)
D3
1-3
BRUSH FASCINE
(TYP)
D4
3-4
DESIGN CHANNEL PROFILE
(SEE SHEET C10 FOR
BEDFORM SEQUENCING)
TIE INTO EXISTING
STREAMBED
(ELEV = 4048.75')
TIE INTO EXISTING
STREAMBED
(ELEV = 4040.2')
FILL AREA 3 (310 LF)
D6
FILL AREA 1 (40 LF)
D6
FILL AREA 2
(380 LF)
TAPER FILL
AREA END
TAPER FILL
AREA ENDS
D6
TAPER FILL AREA END
D6
D6
D6
D4
1-2
D4
1-2
D4
1-2
INSTALL SYSTEM OF WOOD
BETWEEN CHANNEL SPANNING
KEY STRUCTURES (TYP)
D6
D6
AutoCAD SHX Text 2+88.031
AutoCAD SHX Text 3+32.036
AutoCAD SHX Text 2+17.518
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-1+18 -1+00 0+00 1+00
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-1+34 -1+00 0+00 1+00 1+30
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-1+98 -1+00 0+00 1+00
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-1+78 -1+00 0+00 0+98
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-1+18 -1+00 0+00 1+001+10
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-0+84 0+00 0+97
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-0+51 0+00 1+00 1+35
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-0+63 0+00 0+78
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-0+55 0+00 0+54
DATE:
CHECKED:
ENGINEER:
DRAWN BY:
B. DAVIS
A. HEITMANN
A. HEITMANN
SHEET NAME:
SHEET:
PROJECT NO.:
DATE:
C4
NO. DATE REVISIONS BY CHK
11/28/2016
COORDINATE SYSTEM:
SCALE:
APPROVED:
DATE:
ISP, NAD 83, US FT, WEST
1" = 40'
S. FIROR
11/29/2016
CROSS-SECTIONS
(UPPER)
NEWSOME CREEK REACH 2
STREAM HABITAT IMPROVEMENT
NEAR ELK CITY, IDAHO
11/29/2016
16077
1 CROSS-SECTIONS (UPPER)
SCALE: 1" = 40' HORIZONTAL, 1" = 20' VERTICAL
56+00
54+00
52+00
50+00
48+00
46+00
44+00
42+00
40+00
DESIGN TRAIL
DESIGN TRAIL
DESIGN TRAIL
CHANNEL SPANNING
KEY STRUCTURE 1
CHANNEL DIVERSION
STRUCTURE 1
DESIGN CHANNEL (RIFFLE)
DESIGN CHANNEL (RIFFLE)
FILL AREA 2
BRUSH
FASCINE 1
FILL AREA 2
FILL AREA 2
DESIGN CHANNEL (RIFFLE)
DESIGN CHANNEL
(POOL, RIGHT BANK)
CHANNEL SPANNING
KEY STRUCTURE 3
BRUSH FASCINE 2
FILL AREA 3
FILL AREA 3
DESIGN CHANNEL (RIFFLE)
DESIGN CHANNEL (RIFFLE)
D1
3-4
D6
D1
3-4
D6
D6
D5
1-3
D6
D4
3-4
D4
3-4
D6
D6
D6
D6
D3
D3
D3
D3
D3
D3
USE STOCKPILED TOPSOIL FOR DESIGN
FEATURES (SEE SPECIFICATIONS)
KEY 5
KEY 6
KEY 7
KEY 8
KEY 9
E L E
V A
T I O
N
F
T
STATION (FT)
18+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+00
E L E
V A
T I O
N
F
T
STATION (FT)
29+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0039+50
-0.6%
0.0% 0.0%
0.0%
0.0%
0.0%
-0.9% -1.4% -0.7%
-0.9%
-0.4%
-0.6% -1
.6
-0.7%
-0.5%
-1.0%
-1 .6
-0.6%
-0.7%
-0.6% -1
.5 % -0.7%
-0.4%
0.0% 0.0%
0.0%
KEY 5
KEY 6
KEY 7
KEY 8
KEY 9
-1 .6
-1 .7
-1 .9
0.0%
0.0%
0.0%
0.0%
-1.4%
0.0%
0.0%
DATE:
CHECKED:
ENGINEER:
DRAWN BY:
B. DAVIS
A. HEITMANN
A. HEITMANN
SHEET NAME:
PROJECT NO.:
DATE:
C5
NO. DATE REVISIONS BY CHK
11/28/2016
COORDINATE SYSTEM:
SCALE:
APPROVED:
DATE:
ISP, NAD 83, US FT, WEST
1" = 100'
S. FIROR
11/29/2016
DESIGN PLAN & PROFILE
(MIDDLE)
NEWSOME CREEK REACH 2
STREAM HABITAT IMPROVEMENT
NEAR ELK CITY, IDAHO
11/29/2016
16077
SCALE:
0 50 100
1" = 100'
N S
W E
M
A
T
C
H
I
N
E
F
L
O
W
SHEET:
M A
T C
H
L I N
E
PROFILE
SCALE: 1" = 100' HORIZONTAL, 1" = 25' VERTICAL
DESIGN SWALE 3
(SEE SHEET C11)
SIDE CHANNEL 4
(SEE SHEET C11)
USE STOCKPILED TOPSOIL
FOR DESIGN FEATURES
(SEE SPECIFICATIONS)
UPGRADE FOOT TRAIL
(SEE SHEET C14)
USE STOCKPILED
LOGS FOR DESIGN
FEATURES.
DISTRIBUTE ANY
REMAINING LOGS
ON FLOODPLAIN.
CROSS-SECTIONS
(SEE SHEET C6)
CHANNEL DIVERSION
STRUCTURE 2
FILL AREA 4 (845 LF)
DESIGN SWALE 4
(SEE SHEET C12)
SIDE CHANNEL 7
(SEE SHEET C12)
SIDE CHANNEL 8 & DESIGN
SWALE 5 (SEE SHEET C12)
SIDE CHANNEL 6
(SEE SHEET C12)
POND
POND
DESIGN TRAIL
(APPROX.
1,900 LF)
DESIGN STREAM
CHANNEL CENTERLINE
ALIGNMENT
(SEE SHEET C9)
APPROX. TOP
OF STREAM-
BANKS
SIDE CHANNEL 5
(SEE SHEET C12)
REMOVE & DECOMPACT
EXISTING TRAIL
(APPROX. 2100 LF)
D5
1-3
D6
EXISTING FLOODPLAIN
EXISTING FLOODPLAIN
TIE INTO
EXISTING
STREAMBED
(STA 36+35)
DESIGN CHANNEL PROFILE
(SEE SHEET C10 FOR
BEDFORM SEQUENCING)
CHANNEL SPANNING
KEY STRUCTURE (TYP)
D1
3-4
BF 3
BF 4
BF 5
BF 6
DESIGN STREAM
CHANNEL (SEE
SHEET C10 FOR
BEDFORM
SEQUENCING)
D3
1-3
D6
BRUSH
FASCINE (TYP)
D4
3-4
S
H
E
T
S H
E E
T
C
DESIGN CHANNEL PROFILE
(SEE SHEET C10 FOR
BEDFORM SEQUENCING)
TIE INTO EXISTING
STREAMBED
(ELEV = 4037.1')
FILL AREA 5 (560 LF)
D6
PROTECT & RETAIN
EXISTING SIDE
CHANNEL & POND
TAPER FILL
AREA END
TAPER FILL AREA END
D4
1-2
D4
1-2
D4
1-2
D4
1-2
D4
1-2
D6
D6
INSTALL SYSTEM OF
WOOD BETWEEN
CHANNEL
SPANNING KEY
STRUCTURES (TYP)
D6
D6
E V
A T
I O
N
F
T
OFFSET (FT)
-1+85 -1+00 0+00 0+97
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-1+31 -1+00 0+00 1+00 1+70
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-1+90 -1+00 0+00 1+00 1+30
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-1+08-1+00 0+00 1+00 1+26
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-2+52 -2+00 -1+00 0+00 1+00 1+34
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-1+07-1+00 0+00 1+00 1+27
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-1+51 -1+00 0+00 1+00
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-1+50 -1+00 0+00 0+94
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-0+65 0+00 1+00 2+002+10
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-0+94 0+00 1+00 1+15
DATE:
CHECKED:
ENGINEER:
DRAWN BY:
B. DAVIS
A. HEITMANN
A. HEITMANN
SHEET NAME:
SHEET:
PROJECT NO.:
DATE:
C6
NO. DATE REVISIONS BY CHK
11/28/2016
COORDINATE SYSTEM:
SCALE:
APPROVED:
DATE:
ISP, NAD 83, US FT, WEST
1" = 40'
S. FIROR
11/29/2016
CROSS-SECTIONS
(MIDDLE)
NEWSOME CREEK REACH 2
STREAM HABITAT IMPROVEMENT
NEAR ELK CITY, IDAHO
11/29/2016
16077
CROSS-SECTIONS (MIDDLE)
SCALE: 1" = 40' HORIZONTAL, 1" = 20' VERTICAL
38+00
36+00
34+00
32+00
30+00
28+00
26+00
24+00
22+00
20+00
SWALE 3 (SEE SHEET C11)
SWALE 3 (SEE SHEET C11)
DESIGN CHANNEL (RIFFLE)
D3
DESIGN CHANNEL (RIFFLE)
D3
DESIGN CHANNEL (RIFFLE)
D3
DESIGN CHANNEL (RIFFLE)
D3
DESIGN CHANNEL (RIFFLE)
D3
DESIGN CHANNEL (RIFFLE)
D3
DESIGN CHANNEL (RIFFLE)
D3
DESIGN CHANNEL
(RUN, RIGHT BANK)
D3
DESIGN CHANNEL
(POOL, LEFT BANK)
D3
FILL AREA 4
D6
FILL AREA 4
D6
FILL AREA 4
D6
FILL AREA 4
D6
FILL AREA 4
D6
FILL AREA 5
D6
FILL AREA 5
D6
DESIGN TRAIL
DESIGN TRAIL
DESIGN TRAIL
DESIGN TRAIL
DESIGN TRAIL
D6
D6
D6
D6
BRUSH
FASCINE 4
D4
3-4
D6
SIDE CHANNEL 6
(SEE SHEET C12)
SWALE 5
(SEE SHEET C12)
SWALE 4
(SEE SHEET C12)
SIDE CHANNEL 5
(SEE SHEET C12)
D4
1-2
D4
1-2
BRUSH FASCINE 5
D4
3-4
KEY 10
KEY 11
KEY 12
KEY 13
DOWNSTREAM PROJECT EXTENT
N: 1547920.71
E: 2655091.09
E L E
V A
T I O
N
F
T
STATION (FT)
0+001+002+003+004+005+006+007+008+009+00
E L E
V A
T I O
N
F
T
STATION (FT)
9+0010+0011+0012+0013+0014+0015+0016+0017+0018+00
-0.4%-1.3%
0.0%
-0.8% 0.4%
-0.8%
0.0%
-0.4%
-0.4%
-0.5%
0.0%
0.0% 0.0%
-1.0%
-0.5%
-1 .6
0.0%
0.0%
-0.4%
-0.4%
-0.2%
-1.1%
KEY 10
KEY 11
KEY 12
KEY 13
0.0%
-1 .5
-0.6%
0.0%
0.0%
0.0%
DATE:
CHECKED:
ENGINEER:
DRAWN BY:
B. DAVIS
A. HEITMANN
A. HEITMANN
SHEET NAME:
PROJECT NO.:
DATE:
C7
NO. DATE REVISIONS BY CHK
11/28/2016
COORDINATE SYSTEM:
SCALE:
APPROVED:
DATE:
ISP, NAD 83, US FT, WEST
1" = 100'
S. FIROR
11/29/2016
DESIGN PLAN & PROFILE
(LOWER)
NEWSOME CREEK REACH 2
STREAM HABITAT IMPROVEMENT
NEAR ELK CITY, IDAHO
11/29/2016
16077
SCALE:
0 50 100
1" = 100'
N
S
W
E
M
A
T
I N
E
F
L
O
W
SHEET:
E N
D
R
E A
PROFILE
SCALE: 1" = 100' HORIZONTAL, 1" = 25' VERTICAL
POND
POND
POND
POND
POND
POND
DESIGN TRAIL
(APPROX. 1,900 LF)
CHANNEL
DIVERSION
STRUCTURE 3
DESIGN SWALE 9
(SEE SHEET C13)
SIDE CHANNEL 10
(SEE SHEET C13)
REMOVE &
DECOMPACT
EXISTING TRAIL
(APPROX. 2,100 LF)
DESIGN STREAM CHANNEL
CENTERLINE ALIGNMENT
(SEE SHEET C9)
APPROX. TOP
OF STREAM-
BANKS
DESIGN SWALE 6 & 7
(SEE SHEET C13)
SIDE CHANNEL 9
(SEE SHEET C13)
CROSS-SECTIONS
(SEE SHEET C8)
TIE INTO EXISTING
STREAMBED (STA
15+20 & STA 14+25)
TIE INTO EXISTING
STREAMBED (STA 3+45)
D5
1-3
EXISTING FLOODPLAIN
DESIGN SWALE 8
(SEE SHEET C13)
DESIGN CHANNEL PROFILE
(SEE SHEET C10 FOR
BEDFORM SEQUENCING)
EXISTING
FLOODPLAIN
DESIGN CHANNEL PROFILE
(SEE SHEET C10 FOR
BEDFORM SEQUENCING)
BF 6
D6
BRUSH FASCINE (TYP)
D4
3-4
DESIGN STREAM
CHANNEL (SEE
SHEET C10 FOR
BEDFORM
SEQUENCING)
D3
1-3
TIE INTO EXISTING
STREAMBED
(ELEV = 4022.3')
TIE INTO EXISTING
STREAMBED
(ELEV = 4027.2')
TIE INTO EXISTING
STREAMBED
(ELEV = 4028.1')
S
H
E
T
BF 7
BF 8
FILL AREA 5 (530 LF)
D6
FILL AREA 6 (665 LF)
D6
FILL AREA 7 (50 LF)
D6
TAPER FILL AREA END
TAPER FILL AREA END
TAPER FILL AREA END
D6
D6
D6
TAPER FILL AREA END
D6
D4
1-2
D4
1-2
INSTALL SYSTEM OF
WOOD BETWEEN
CHANNEL SPANNING
KEY STRUCTURES (TYP)
D6
UPGRADE FOOT TRAIL
(SEE SHEET C14)
D6
E V
A T
I O
N
F
T
OFFSET (FT)
-0+83 0+00 0+32
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-0+41 0+00 1+00
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-0+88 0+00 1+00 1+21
E L
E V
A T
I O
N
F
T
STATION (FT)
-1+33 -1+00 0+00 1+00 1+23
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-1+47 -1+00 0+00 1+00 1+66
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-2+00-2+00 -1+00 0+00 1+00 1+25
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-1+28 -1+00 0+00 1+00 1+95
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-1+09-1+00 0+00 1+00 1+30
E L
E V
A T
I O
N
F
T
OFFSET (FT)
-1+20 -1+00 0+00 1+001+10
DATE:
CHECKED:
ENGINEER:
DRAWN BY:
B. DAVIS
A. HEITMANN
A. HEITMANN
SHEET NAME:
SHEET:
PROJECT NO.:
DATE:
C8
NO. DATE REVISIONS BY CHK
11/28/2016
COORDINATE SYSTEM:
SCALE:
APPROVED:
DATE:
ISP, NAD 83, US FT, WEST
1" = 40'
S. FIROR
11/29/2016
CROSS-SECTIONS
(LOWER)
NEWSOME CREEK REACH 2
STREAM HABITAT IMPROVEMENT
NEAR ELK CITY, IDAHO
11/29/2016
16077
LOWER MEADOW CROSS-SECTIONS
SCALE: 1" = 40' HORIZONTAL, 1" = 20' VERTICAL
16+00
14+00
12+00
10+00
8+00
6+00
4+00
2+00
0+50
DESIGN CHANNEL (RIFFLE)
D3
DESIGN CHANNEL (RIFFLE)
D3
DESIGN CHANNEL (POOL, RIGHT BANK)
D3
DESIGN CHANNEL (POOL, LEFT BANK)
D3
DESIGN CHANNEL (RIFFLE)
D3
DESIGN CHANNEL (POOL, RIGHT BANK)
D3
DESIGN CHANNEL (RIFFLE)
D3
DESIGN TRAIL
FILL AREA 5
DESIGN TRAIL
CHANNEL DIVERSION
STRUCTURE 3
SIDE CHANNEL 9
(SEE SHEET C13)
DESIGN TRAIL
FILL AREA 6
DESIGN TRAIL
FILL AREA 6
SWALE 7
(SEE SHEET C13)
DESIGN TRAIL
FILL AREA 6
DESIGN TRAIL
FILL AREA 6
FILL AREA 7
DESIGN TRAIL
D6
D6
D6
D6
D6
D6
D6
D6
D6
D6
D6
D6
D6
D5
1-3
BRUSH FASINE 8
D4
3-4
D4
1-2
SWALE 8
(SEE SHEET C13)
ALIGNMENT LAYOUT
NUMBER
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
LENGTH (FT)
111.8
72.6
40.6
66.3
119.9
23.6
135.7
37.7
28.4
24.9
35.8
77.1
10.8
51.6
58.3
45.6
112.0
26.9
74.8
41.1
46.6
111.6
94.3
60.9
48.8
50.5
77.0
45.8
58.5
140.6
RADIUS (FT)
141.7
150.0
200.0
200.0
85.0
80.0
60.0
25.0
20.0
20.0
200.0
40.0
200.0
100.0
50.0
200.0
55.0
200.0
35.0
25.0
25.0
50.0
70.0
150.0
100.0
200.0
35.0
60.0
200.0
100.0
LINE/CHORD BEARING
N5° 07' 32.0"W
N5° 03' 00.0"E
N2° 59' 12.2"W
N6° 39' 48.3"W
N56° 34' 24.7"W
S74° 34' 12.0"W
N49° 04' 14.6"W
N27° 26' 52.3"W
N30° 00' 45.7"W
N25° 08' 00.6"W
N65° 59' 34.6"W
N15° 55' 25.4"W
N40° 49' 07.0"E
N27° 35' 36.9"E
N20° 36' 28.0"W
N60° 34' 07.1"W
N8° 46' 08.9"W
N53° 25' 17.5"E
N3° 57' 47.3"W
N18° 04' 47.9"W
N24° 18' 00.4"W
N13° 42' 27.4"W
N11° 38' 49.6"E
N15° 17' 49.8"W
N17° 38' 36.1"W
N38° 51' 49.1"W
N16° 57' 56.5"E
N58° 10' 45.3"E
N27° 56' 58.7"E
N20° 42' 14.9"W
START STA
-0+00.0
1+11.8
1+84.3
2+24.9
2+91.3
4+11.2
4+34.7
5+70.5
6+08.1
6+36.5
6+61.4
6+97.2
7+74.3
7+85.1
8+36.7
8+95.0
9+40.6
10+52.6
10+79.5
11+54.4
11+95.5
12+42.0
13+53.6
14+47.9
15+08.9
15+57.7
16+08.2
16+85.2
17+31.0
17+89.5
END STA
1+11.8
1+84.3
2+24.9
2+91.3
4+11.2
4+34.7
5+70.5
6+08.1
6+36.5
6+61.4
6+97.2
7+74.3
7+85.1
8+36.7
8+95.0
9+40.6
10+52.6
10+79.5
11+54.4
11+95.5
12+42.0
13+53.6
14+47.9
15+08.9
15+57.7
16+08.2
16+85.2
17+31.0
17+89.5
19+30.1
ALIGNMENT LAYOUT
NUMBER
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
LENGTH (FT)
114.8
45.1
97.3
43.8
37.7
111.1
54.2
82.8
40.2
86.2
46.3
44.3
112.4
41.7
50.9
59.8
74.7
44.9
105.0
12.1
87.1
88.0
45.5
47.6
40.9
31.6
105.1
12.8
108.6
94.8
RADIUS (FT)
50.0
1000.0
45.0
200.0
200.0
55.0
40.0
60.0
200.0
40.0
150.0
500.0
45.0
300.0
30.0
40.0
40.0
100.0
45.0
300.0
40.0
45.0
100.0
25.0
25.0
200.0
50.0
80.0
300.0
150.0
LINE/CHORD BEARING
N4° 46' 08.4"E
N71° 48' 32.0"E
N11° 09' 18.1"E
N57° 04' 06.7"W
N57° 56' 48.7"W
N5° 18' 55.0"E
N24° 23' 36.9"E
N25° 09' 33.1"E
N70° 27' 39.7"E
N14° 29' 31.2"E
N56° 04' 01.1"W
N62° 21' 54.7"W
N11° 45' 27.4"E
N79° 21' 32.8"E
N26° 45' 58.7"E
N20° 59' 19.9"E
N10° 20' 54.8"E
N55° 59' 00.9"W
N2° 01' 41.7"W
N63° 37' 48.8"E
N0° 07' 43.5"E
N6° 10' 19.4"W
N62° 54' 38.6"E
N21° 26' 20.3"E
N13° 47' 12.8"E
N65° 10' 14.6"E
N9° 27' 16.0"E
N55° 21' 54.9"W
N70° 18' 51.4"W
N62° 34' 21.2"W
START STA
19+30.1
20+44.8
20+89.9
21+87.2
22+31.0
22+68.7
23+79.8
24+34.0
25+16.8
25+57.0
26+43.1
26+89.4
27+33.7
28+46.2
28+87.9
29+38.8
29+98.6
30+73.3
31+18.1
32+23.1
32+35.2
33+22.2
34+10.3
34+55.8
35+03.4
35+44.2
35+75.8
36+81.0
36+93.8
38+02.4
END STA
20+44.8
20+89.9
21+87.2
22+31.0
22+68.7
23+79.8
24+34.0
25+16.8
25+57.0
26+43.1
26+89.4
27+33.7
28+46.2
28+87.9
29+38.8
29+98.6
30+73.3
31+18.1
32+23.1
32+35.2
33+22.2
34+10.3
34+55.8
35+03.4
35+44.2
35+75.8
36+81.0
36+93.8
38+02.4
38+97.2
ALIGNMENT LAYOUT
NUMBER
C61
C62
C63
C64
C65
C66
C67
C68
C69
C70
C71
C72
C73
C74
C75
C76
C77
C78
C79
C80
C81
C82
C83
C84
L1
LENGTH (FT)
145.7
79.5
19.9
32.1
103.0
158.1
7.5
60.6
65.5
101.7
37.5
38.6
50.6
94.0
49.3
58.4
18.8
50.5
43.6
106.9
82.7
131.4
110.1
101.3
35.7
RADIUS (FT)
250.0
50.0
25.0
25.0
45.0
80.0
200.0
50.0
200.0
55.0
40.0
50.0
30.0
45.0
35.0
35.0
300.0
50.0
150.0
500.0
11000.0
670.0
1250.0
700.0
LINE/CHORD BEARING
N61° 09' 31.0"W
N32° 18' 54.1"W
N9° 36' 19.0"W
N4° 20' 07.7"E
N24° 26' 03.0"W
N33° 21' 10.9"W
N24° 20' 24.0"E
N9° 17' 20.7"W
N53° 22' 11.6"W
N9° 47' 19.9"W
N16° 21' 01.6"E
N11° 37' 23.8"E
N14° 34' 59.4"W
N3° 04' 18.9"W
N16° 23' 33.0"E
N23° 48' 04.6"E
N69° 46' 00.9"E
N39° 02' 28.7"E
N1° 46' 27.9"E
N24° 15' 47.7"W
N49° 50' 56.4"W
N50° 06' 29.7"W
N42° 18' 00.0"W
N38° 27' 39.4"W
N36° 32' 28.1"W
START STA
38+97.2
40+43.0
41+22.5
41+42.4
41+74.5
42+77.4
44+35.6
44+43.0
45+03.6
45+69.1
46+70.8
47+08.2
47+46.8
47+97.4
48+91.3
49+40.6
49+99.0
50+17.8
50+68.3
51+11.9
52+18.8
53+01.6
54+32.9
55+43.1
56+44.4
END STA
40+43.0
41+22.5
41+42.4
41+74.5
42+77.4
44+35.6
44+43.0
45+03.6
45+69.1
46+70.8
47+08.2
47+46.8
47+97.4
48+91.3
49+40.6
49+99.0
50+17.8
50+68.3
51+11.9
52+18.8
53+01.6
54+32.9
55+43.1
56+44.4
56+80.0
DATE:
CHECKED:
ENGINEER:
DRAWN BY:
B. DAVIS
A. HEITMANN
A. HEITMANN
SHEET NAME:
SHEET:
PROJECT NO.:
DATE:
C9
NO. DATE REVISIONS BY CHK
11/28/2016
COORDINATE SYSTEM:
SCALE:
APPROVED:
DATE:
ISP, NAD 83, US FT, WEST
N/A
S. FIROR
11/29/2016
STREAM CHANNEL
ALIGNMENT &
FEATURES TABLES
NEWSOME CREEK REACH 2
STREAM HABITAT IMPROVEMENT
NEAR ELK CITY, IDAHO
11/29/2016
16077
FLOW DEFLECTOR HABITAT STRUCTURES
NO. STA BANK
HS 1 56+45 LEFT
HS 2 55+00 RIGHT
HS 3 53+65 LEFT
CHANNEL SPANNING KEY STRUCTURES
NO. STA NO. STA
KEY 1 52+00 KEY 8 23+20
KEY 2 49+75 KEY 9 18+75
KEY 3 46+25 KEY 10 16+50
KEY 4 42+50 KEY 11 13+00
KEY 5 34+75 KEY 12 9+25
KEY 6 31+80 KEY 13 5+25
KEY 7 26+25 - -
BRUSH FASCINES
NO.
UPSTREAM
STA
DOWNSTREAM
STA
LENGTH
(FT)
BANK
BF 1 47+97 47+28 91 LEFT
BF 2 45+03 44+03 113 LEFT
BF 3 35+01 34+55 76 LEFT
BF 4 30+92 29+99 129 LEFT
BF 5 21+90 20+90 137 LEFT
BF 6 18+16 17+31 94 LEFT
BF 7 14+04 13+54 62 LEFT
BF 8 8+95 7+99 123 LEFT
FILL AREAS
NO.
LENGTH
(FT)
APPROX.
VOLUME
(CY)
FA 1 40 40
FA 2 380 425
FA 3 310 290
FA 4 845 1,200
FA 5 560 720
FA 6 665 940
FA 7 50 50
SWALES
NO.
AREA
(SF)
APPROX.
VOLUME
(CY)
SWALE 1 3,200 190
SWALE 2 3,000 150
SWALE 3 12,600 920
SWALE 4 4,200 190
SWALE 5 3,500 210
SWALE 6 3,100 210
SWALE 7 1,800 70
SWALE 8 1,000 30
SWALE 9 1,300 70
SIDE CHANNELS
NO.
LENGTH
(FT)
APPROX.
VOLUME
(CY)
SC 1 40 30
SC 2 60 40
SC 3 180 120
SC 4 35 20
SC 5 190 130
SC 6 70 50
SC 7 90 60
SC 8 70 50
SC 9 165 110
SC 10 45 30
NOTE:
BANK DESIGNATIONS ARE
LOOKING DOWNSTREAM.
UPSTREAM STA
DOWNSTREAM
STA LENGTH BEDFORM BANK
56+80 50+65 615 OLD CHANNEL N/A
50+65 49+95 70 RIFFLE N/A
49+95 49+75 20 RUN RIGHT
49+75 49+50 25 POOL RIGHT
49+50 49+00 50 POOL LEFT
49+00 48+75 25 RUN RIGHT
48+75 48+20 55 POOL RIGHT
48+20 47+75 45 RIFFLE N/A
47+75 47+40 35 POOL LEFT
47+40 46+55 85 RIFFLE N/A
46+55 46+25 30 RUN RIGHT
46+25 45+75 50 POOL RIGHT
45+75 44+90 85 RIFFLE N/A
44+90 44+55 35 POOL LEFT
44+55 43+80 75 RIFFLE N/A
43+80 43+60 20 RUN RIGHT
43+60 43+05 55 POOL RIGHT
43+05 42+50 55 RIFFLE N/A
42+50 42+15 35 POOL LEFT
42+15 41+25 90 RIFFLE N/A
41+25 41+00 25 RUN RIGHT
41+00 40+55 45 POOL RIGHT
40+55 39+50 105 RIFFLE N/A
39+50 36+35 315 OLD CHANNEL N/A
36+35 35+40 95 RIFFLE N/A
35+40 35+00 40 POOL RIGHT
35+00 34+50 50 POOL LEFT
34+50 33+95 55 RIFFLE N/A
33+95 33+80 15 RUN RIGHT
33+80 33+40 40 POOL RIGHT
33+40 33+00 40 RIFFLE N/A
33+00 32+65 35 POOL LEFT
32+65 31+80 85 RIFFLE N/A
31+80 31+50 30 POOL RIGHT
31+50 30+90 60 RIFFLE N/A
30+90 30+60 30 RUN LEFT
30+60 30+20 40 POOL LEFT
30+20 29+25 95 RIFFLE N/A
29+25 29+10 15 RUN LEFT
29+10 28+70 40 POOL LEFT
28+70 27+90 80 RIFFLE N/A
27+90 27+50 40 POOL RIGHT
27+50 26+45 105 RIFFLE N/A
26+45 26+25 20 RUN LEFT
26+25 25+80 45 POOL LEFT
25+80 24+75 105 RIFFLE N/A
24+75 24+50 25 RUN LEFT
24+50 24+00 50 POOL LEFT
24+00 23+20 80 RIFFLE N/A
23+20 22+60 60 POOL RIGHT
22+60 21+70 90 RIFFLE N/A
21+70 21+50 20 RUN LEFT
21+50 21+05 45 POOL LEFT
21+05 20+30 75 RIFFLE N/A
20+30 20+00 30 RUN RIGHT
20+00 19+65 35 POOL RIGHT
19+65 19+00 65 RIFFLE N/A
19+00 18+75 25 RUN LEFT
18+75 18+30 45 POOL LEFT
18+30 17+65 65 RIFFLE N/A
17+65 17+50 15 RUN LEFT
17+50 17+10 40 POOL LEFT
17+10 16+50 60 RIFFLE N/A
16+50 16+20 30 POOL RIGHT
16+20 15+20 100 RIFFLE N/A
15+20 14+25 95 OLD CHANNEL N/A
14+25 13+35 90 RIFFLE N/A
13+35 13+00 35 RUN RIGHT
13+00 12+60 40 POOL RIGHT
12+60 12+15 45 RIFFLE N/A
12+15 11+90 25 POOL LEFT
11+90 11+50 40 POOL RIGHT
11+50 11+20 30 RIFFLE N/A
11+20 10+65 55 POOL LEFT
10+65 10+25 40 RIFFLE N/A
10+25 9+80 45 POOL RIGHT
9+80 9+25 55 RIFFLE N/A
9+25 8+75 50 POOL LEFT
8+75 8+25 50 RIFFLE N/A
8+25 8+00 25 RUN LEFT
8+00 7+25 75 RIFFLE N/A
7+25 6+90 35 POOL RIGHT
6+90 6+40 50 RIFFLE N/A
6+40 5+90 50 POOL RIGHT
5+90 5+25 65 RIFFLE N/A
5+25 4+90 35 POOL RIGHT
4+90 4+45 35 RUN RIGHT
4+45 3+45 110 RIFFLE N/A
3+45 0 345 OLD CHANNEL N/A
UPSTREAM STA
DOWNSTREAM
STA LENGTH BEDFORM BANK UPSTREAM STA
DOWNSTREAM
STA LENGTH BEDFORM BANK
DATE:
CHECKED:
ENGINEER:
DRAWN BY:
B. DAVIS
A. HEITMANN
A. HEITMANN
SHEET NAME:
SHEET:
PROJECT NO.:
DATE:
C10
NO. DATE REVISIONS BY CHK
11/28/2016
COORDINATE SYSTEM:
SCALE:
APPROVED:
DATE:
ISP, NAD 83, US FT, WEST
N/A
S. FIROR
11/29/2016
BEDFORM SEQUENCING
TABLES
NEWSOME CREEK REACH 2
STREAM HABITAT IMPROVEMENT
NEAR ELK CITY, IDAHO
11/29/2016
16077
| Newsome Creek R2_Final_Cover-COVER_CS |
| Sheets and Views |
| Newsome Creek R2_Final_Cover-COVER_CS |
| Newsome Creek R2_Final_Cover-PLAN INFO_G1 |
| Sheets and Views |
| Newsome Creek R2_Final_Cover-PLAN INFO_G1 |
| Newsome Creek R2_Final_Design_112916-EXTG_C1 |
| Sheets and Views |
| Newsome Creek R2_Final_Design_112916-EXTG_C1 |
| Newsome Creek R2_Final_Design_112916-ACCESS_C2 |
| Sheets and Views |
| Newsome Creek R2_Final_Design_112916-ACCESS_C2 |
| Newsome Creek R2_Final_Design_112916-UPPER P&P_C3 |
| Sheets and Views |
| Newsome Creek R2_Final_Design_112916-UPPER P&P_C3 |
| Newsome Creek R2_Final_Design_112916-UPPER XS_C4 |
| Sheets and Views |
| Newsome Creek R2_Final_Design_112916-UPPER XS_C4 |
| Newsome Creek R2_Final_Design_112916-MIDDLE P&P_C5 |
| Sheets and Views |
| Newsome Creek R2_Final_Design_112916-MIDDLE P&P_C5 |
| Newsome Creek R2_Final_Design_112916-MIDDLE XS_C6 |
| Sheets and Views |
| Newsome Creek R2_Final_Design_112916-MIDDLE XS_C6 |
| Newsome Creek R2_Final_Design_112916-LOWER P&P_C7 |
| Sheets and Views |
| Newsome Creek R2_Final_Design_112916-LOWER P&P_C7 |
| Newsome Creek R2_Final_Design_112916-LOWER XS_C8 |
| Sheets and Views |
| Newsome Creek R2_Final_Design_112916-LOWER XS_C8 |
| Newsome Creek R2_Final_Design_112916-ALIGN LAYOUT_C9 |
| Sheets and Views |
| Newsome Creek R2_Final_Design_112916-ALIGN LAYOUT_C9 |
| Newsome Creek R2_Final_Design_112916-BEDFORM TABLES_C10 |
| Sheets and Views |
| Newsome Creek R2_Final_Design_112916-BEDFORM TABLES_C10 |
| Newsome Creek R2_Final_Design_112916-SIDE CHNL_C11 |
| Sheets and Views |
| Newsome Creek R2_Final_Design_112916-SIDE CHNL_C11 |
| Newsome Creek R2_Final_Design_112916-SIDE CHNL_C12 |
| Sheets and Views |
| Newsome Creek R2_Final_Design_112916-SIDE CHNL_C12 |
| Newsome Creek R2_Final_Design_112916-SIDE CHNL_C13 |
| Sheets and Views |
| Newsome Creek R2_Final_Design_112916-SIDE CHNL_C13 |
| Newsome Creek R2_Final_Design_112916-DECOM_C14 |
| Sheets and Views |
| Newsome Creek R2_Final_Design_112916-DECOM_C14 |
| Newsome Creek R2_Final_Details_112916-DETAILS_D1 |
| Sheets and Views |
| Newsome Creek R2_Final_Details_112916-DETAILS_D1 |
| Newsome Creek R2_Final_Details_112916-DETAILS_D2 |
| Sheets and Views |
| Newsome Creek R2_Final_Details_112916-DETAILS_D2 |
| Newsome Creek R2_Final_Details_112916-DETAILS_D3 |
| Sheets and Views |
| Newsome Creek R2_Final_Details_112916-DETAILS_D3 |
| Newsome Creek R2_Final_Details_112916-DETAILS_D4 |
| Sheets and Views |
| Newsome Creek R2_Final_Details_112916-DETAILS_D4 |
| Newsome Creek R2_Final_Details_112916-DETAILS_D5 |
| Sheets and Views |
| Newsome Creek R2_Final_Details_112916-DETAILS_D5 |
| Newsome Creek R2_Final_Details_112916-DETAILS_D6 |
| Sheets and Views |
| Newsome Creek R2_Final_Details_112916-DETAILS_D6 |
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