20160822_TILLARY_ISSUED_FOR_CONSTRUCTION_REV_4_Pages_16_TO_31.pdf
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- AG-2B46-S-16-0014
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Construction Drawings 16-31
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SOUTH STREAM 10+60.00-15+90.00
-7810:1-7810:1
144:1 -51:1 41:1 -32:1 35:1 -46:1 51:1 -74:1 64:1 -23:1 26:1
-233:1 -171:1 -133:1 -100:1 -180:1 -250:1
G R
A D
E B
R E
A K
S
TA
1+
.4
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
1+
.4
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
2+
.4
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
2+
.9
E
LE
V
4.
GRADE BREAK STA = 13+02.23
ELEV = 43.35
G R
A D
E B
R E
A K
S
TA
3+
.3
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
3+
.9
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
4+
.0
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
4+
.1
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
4+
.0
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
5+
.5
E
LE
V
2.
68 G R
A D
E B
R E
A K
S
TA
5+
.9
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
1+
.4
E
LE
V
4.
G
R A
D E
B R
E A
K S
TA
1+
.4
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
2+
.9
E
LE
V
4.
G
R A
D E
B R
E A
K S
TA
2+
.9
E
LE
V
4.
GRADE BREAK STA = 13+45.34
ELEV = 44.29
GRADE BREAK STA = 13+45.34
ELEV = 44.29
GRADE BREAK STA = 14+24.00
ELEV = 44.23
GRADE BREAK STA = 14+24.00
ELEV = 44.23
G R
A D
E B
R E
A K
S
TA
5+
.0
E
LE
V
4.
G
R A
D E
B R
E A
K S
TA
5+
.0
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
5+
.9
E
LE
V
4.
G
R A
D E
B R
E A
K S
TA
5+
.9
E
LE
V
4.
16EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:
S S
-L V
-0
+8
3.
.9
S S
-L V
-0
+9
5.
.1
S S
-L V
-0
+3
7.
.0
S S
-L V
-0
+5
1.
.1
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
PC
: 1
6+
.9
0PC: 15+23.01
PC
: 1
4+
.1
PC: 13+68.14
PC
: 1
2+
.9
PC: 12+16.82
PC: 1
0+58.94
PC: 9+30.82
PT: 16+35.50
PT: 15+50.03
PT: 14+72.16
PT
: 1
3+
.8
PT: 13+14.53
PT
: 1
2+
.0
PT: 11+48.04
PT: 9
+61.17
SS-BM-02
SS-LV-07
Sta: 8+95.22 Offset: 0.00
Sta: 12+02.80 Offset: -5.69
Sta: 12+48 Offset: -6.08
Sta: 13+58.16 Offset: 5.23
Sta: 14+03.61 Offset: 5.52
Sta: 15+11.09 Offset: -6.15
Sta: 15+65.64 Offset: -5.94
SS-BM-01 SS-LV-06
SS-BM-03
SS-LV-08
L72 L73
L7
L75
L7
L77
L7
L79
L8
L81
C
C70
C71
C72
C73
C74
C75
C76
C77
10+00
11+00
+0
13+00
14+00
+0
16+00
+0
SH
EE
T
M
AT
CH
LI
NE
SH
EE
T
M
AT
CH
LI
NE
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
S O
U
TH
S
TR
E A
M S
TA
0+
.0
TO
5+
.0
CN-101
SHEET: of 59
Value
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PLAN VIEW
(1" = 20' HORIZ.)
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
PROPOSED SOUTH STREAM
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
FURNISH AND INSTALL
BRUSH MATTRESS
PER DETAIL (TYP.)
FURNISH AND INSTALL
BRUSH MATTRESS
PER DETAIL (TYP.)
FURNISH AND INSTALL
BRUSH MATTRESS
PER DETAIL (TYP.)
CONTRACTOR SHALL
LEAVE EXISTING DITCH OPEN
CONTRACTOR SHALL
FILL EXISTING DITCH
CONTRACTOR SHALL
LEAVE EXISTING DITCH OPEN
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
8/
SOUTH STREAM 15+90.00-21+20.00
-2227:1 -302:1
G R
A D
E B
R E
A K
S
TA
6+
.0
E
LE
V
5.
G R
A D
E B
R E
A K
S
TA
8+
.9
E
LE
V
5.
G R
A D
E B
R E
A K
S
TA
9+
.9
E
LE
V
4.
-2227:1 -302:1
G R
A D
E B
R E
A K
S
TA
6+
.0
E
LE
V
5.
G R
A D
E B
R E
A K
S
TA
8+
.9
E
LE
V
5.
G R
A D
E B
R E
A K
S
TA
9+
.9
E
LE
V
4.
-54:1 54:1 -79:1 71:1 -42:1 50:1 -53:1
69:1 -23:1 28:1
-58:1
-167:1 -150:1 -200:1
-350:1 -160:1
GRADE BREAK STA = 16+21.20
ELEV = 43.41
GRADE BREAK STA = 16+62.06
ELEV = 44.16
GRADE BREAK STA = 17+06.71
ELEV = 43.63
GRADE BREAK STA = 17+42.34
ELEV = 44.13
GRADE BREAK STA = 17+79.62
ELEV = 43.34
GRADE BREAK STA = 18+16.98
ELEV = 44.09
GRADE BREAK STA = 19+02.49
ELEV = 42.56
G R
A D
E B
R E
A K
S
TA
9+
.9
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
0+
.0
E
LE
V
1.
G R
A D
E B
R E
A K
S
TA
0+
.1
E
LE
V
3.
GRADE BREAK STA = 16+67.06
ELEV = 44.13
GRADE BREAK STA = 16+67.06
ELEV = 44.13
GRADE BREAK STA = 17+48.34
ELEV = 44.09
GRADE BREAK STA = 17+48.34
ELEV = 44.09
GRADE BREAK STA = 18+22.98
ELEV = 44.06
GRADE BREAK STA = 18+22.98
ELEV = 44.06
GRADE BREAK STA = 19+85.96
ELEV = 43.52
GRADE BREAK STA = 19+85.96
ELEV = 43.52
GRADE BREAK STA = 20+95.11
ELEV = 43.47
GRADE BREAK STA = 20+95.11
ELEV = 43.47
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:
S S
-L V
-0
+0
4.
.7
S
S -L
V -0
+1 5.
.1
SS-RW-01
17+11.75 43.70
SS-RW-02
17+14.38 43.70
SS-RW-03
17+77.53
43.50
SS-RW-04
17+80.54
43.50
SS-RGC-01
18+16.98
44.09
SS-RGC-01
18+23.02
44.06
S S
-J -0
+4 4.
.9
SS-RW-05
20+40.21 42.25
SS-RW-06
20+43.21 42.25
SS-J-02
18+23.02
44.06
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
PC: 22+26.32
PC: 21+22.63
PC: 20+04.54
PC: 18+51.61
PC
: 17+70.88
PC: 16+93.62
PC: 16+06.90
PC: 15+23.01
PT: 23+04.50
PT: 21+54.60
PT: 20+59.58
PT: 19+53.37
PT: 17+88.35
PT: 17+19.79
PT: 16+35.50
PT: 15+50.03
PT: 14+72.16
SS-R
W
-01
SS-R
W -02
S S
-J -0
SS-RGC-01
Sta: 15+11.09 Offset: -6.15
Sta: 15+65.64 Offset: -5.94
SS-BM-03
SS-LV-08
SS-LR-02
L69
L70
L7
L7
L73
L74
L75
L7
L7
C64
C65
C66
C67
C68
C69
C70
C7
C
+0
16+00
17+00
+0
19+00
+0
21+00
22+00
SHEET 16
M
ATCHLINE
SH
EE
T
M
AT
C H
LI
N
E
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
S O
U
TH
S
TR
E A
M S
TA
5+
.0
TO
1+
.0
CN-101
SHEET: of 59
Value
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
PROPOSED SOUTH STREAM
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
CONTRACTOR SHALL
FILL EXISTING DITCH
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)PLAN VIEW
(1" = 20' HORIZ.)
FURNISH AND INSTALL BRUSH
MATTRESS PER DETAIL
(TYP.)
CONTRACTOR SHALL
LEAVE EXISTING DITCH OPEN
FURNISH AND INSTALL
RIFFLE GRADE CONTROL
PER DETAIL (TYP.)
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
SOUTH STREAM 21+20.00-26+50.00
-2767:1-2767:1
65:1 -144:1 116:1
-28:1 28:1 -23:1 27:1
-127:1 119:1 -300:1
-175:1
-200:1 -150:1
G R
A D
E B
R E
A K
S
TA
1+
.6
E
LE
V
2.
G R
A D
E B
R E
A K
S
TA
1+
.4
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
2+
.4
E
LE
V
2.
GRADE BREAK STA = 23+23.18
ELEV = 43.45
G R
A D
E B
R E
A K
S
TA
3+
.7
E
LE
V
1.
G R
A D
E B
R E
A K
S
TA
4+
.9
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
5+
.0
E
LE
V
1.
G R
A D
E B
R E
A K
S
TA
5+
.4
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
6+
.1
E
LE
V
2.
GRADE BREAK STA = 21+93.46
ELEV = 43.45
GRADE BREAK STA = 21+93.46
ELEV = 43.45
GRADE BREAK STA = 23+37.18
ELEV = 43.37
GRADE BREAK STA = 23+37.18
ELEV = 43.37
GRADE BREAK STA = 24+60.90
ELEV = 43.31
GRADE BREAK STA = 24+60.90
ELEV = 43.31
GRADE BREAK STA = 25+54.45
ELEV = 43.27
GRADE BREAK STA = 25+54.45
ELEV = 43.27
Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
SS-LR-02
23+23.18
+3
7.
.3
SS-LR-02
23+37.18
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
PC: 28+18.97
PC: 2
7+
.06
PC: 25+79.05
PC: 24+78.25
PC: 23+55.85
PC: 22+26.32
PC: 21+22.63
PT: 28+51.18
PT: 27+68.34
PT: 26+57.17
PT: 25+23.84
PT: 24+31.54
PT: 23+04.50
PT: 21+54.60
PT: 20+59.58
PT: 19+53.37
SS-J-03
Sta: 23+23.18 Offset: 0.00
Sta: 23+37.18 Offset: 0.00
SS-LP-2Sta: 24+60.90 Offset: 0.00
SS-LR-02
L6
L65
L66
L67
L6
L69
L70 L7
C59
C60
C61
C62
C63
C64
C65
C66
+0
21+00
22+00
+00
24+00
25+00
+00
27+00
+0
SH
EE
T
M
AT
C H
LI
N
E
SH
EE
T
M
AT
C H
LI
N
E
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PLAN VIEW
(1" = 20' HORIZ.)
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
S O
U
TH
S
TR
E A
M S
TA
1+
.0
TO
6+
.0
CN-101
SHEET: of 59
Value
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION PROPOSED SOUTH STREAM
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
FURNISH AND INSTALL
LOG ROLL STRUCTURE
PER DETAIL (TYP.)
CONTRACTOR SHALL
FILL EXISTING DITCH
FURNISH AND INSTALL
LEAF PACK PER DETAIL
(TYP.)
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
SOUTH STREAM 26+50.00-31+80.00
-143:1
-211:1
-143:1
-211:1
-24:1 33:1 -25:1
41:1 -57:1 51:1 -67:1 79:1
-50:1
-129:1
-739:1 -82:1 -64:1
GRADE BREAK STA = 26+77.62
ELEV = 43.27
GRADE BREAK STA = 27+40.20
ELEV = 40.99 GRADE BREAK STA = 27+89.16
ELEV = 42.49
G R
A D
E B
R E
A K
S
TA
8+
.0
E
LE
V
0.
GRADE BREAK STA = 28+75.59
ELEV = 41.92
GRADE BREAK STA = 29+84.63
ELEV = 41.08
G R
A D
E B
R E
A K
S
TA
0+
.1
E
LE
V
1.
G R
A D
E B
R E
A K
S
TA
0+
.1
E
LE
V
0.
G R
A D
E B
R E
A K
S
TA
1+
.5
E
LE
V
1.
GRADE BREAK STA = 26+91.62
ELEV = 42.99
GRADE BREAK STA = 26+91.62
ELEV = 42.99
GRADE BREAK STA = 27+98.16
ELEV = 42.42
GRADE BREAK STA = 27+98.16
ELEV = 42.42
GRADE BREAK STA = 29+42.07
ELEV = 41.83
GRADE BREAK STA = 29+42.07
ELEV = 41.83
G R
A D
E B
R E
A K
S
TA
0+
.1
E
LE
V
1.
G
R A
D E
B R
E A
K S
TA
0+
.1
E
LE
V
1.
G R
A D
E B
R E
A K
S
TA
1+
.5
E
LE
V
1.
G
R A
D E
B R
E A
K S
TA
1+
.5
E
LE
V
1.
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:
G R
A D
E B
R E
A K
S
TA
6+
.6
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
7+
.1
E
LE
V
3.
GRADE BREAK STA = 29+09.44
ELEV = 42.92
S S
-J -0
+9 1.
.9
S S
-J -0
+0 8.
.0
SS-RGC-02
27+89.16
42.49
SS-RGC-02
27+98.16
42.42 SS-LS-01
30+32.13 41.72
PROPOSED
SOUTH PATHWAY
ELEV: 48.5'
2 @ 60" AASHTO M 294 TYPE S
66.0 L.F.
INV. IN. 40.92
INV. OUT. 40.83
28+75.59
41.92 29+42.07
41.83
2 @ 36" AASHTO M 294 TYPE S
50.0 L.F.
INV. IN. 43.05
INV. OUT. 42.90
28+81.80 43.05
29+31.77 42.90
CONTRACTOR SHALL FILL
PIPE WITH ONE (1) FT. OF
FILL MATERIAL
28+79.39 40.92
29+37.95 40.83
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
PC: 34+16.06
PC
: 3
3+
.2
PC: 31+90.42
PC
: 3
0+
.7
PC: 29+76.70
PC: 28+18.97
PC
: 2
7+
.0
PC: 25+79.05
PT: 32+31.57
PT: 31+01.59
PT
: 2
9+
.5
PT: 28+51.18
PT: 27+68.34
PT: 26+57.17
SS-J-03
SS-LS-01
SS-BM
-04 SS-LV-09
Sta: 31+56.52 Offset: 10.35
Sta: 32+57.21 Offset: 10.21
SS-LP-03
L5
L60
L61
L62
L63
L6
L65
L66
L67
C55
C56
C57
C58
C59
C60
C61
C62
L1
C94
+0
27+00
+0
29+00
30+00
+0
32+00
33+00
SH
EE
T
M
AT
C H
LI
N
E
SHEET 20
MATCHLIN
E
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
S O
U
TH
S
TR
E A
M S
TA
6+
.0
TO
1+
.0
CN-101
SHEET: of 59
Value
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED SOUTH STREAM
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
PROPOSED
SOUTH PATHWAY
(SEE SHEET 22)
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
2 @ 60" AASHTO M 294 TYPE S
66.0 L.F.
INV. IN. 40.92
INV. OUT. 40.83
2 @ 36" AASHTO M 294 TYPE S
50.0 L.F.
INV. IN. 43.05
INV. OUT. 42.90
PLAN VIEW
(1" = 20' HORIZ.)
FURNISH AND INSTALL RIFFLE
GRADE CONTROL PER
SPECIFICATION
(TYP.)
REMOVE AND DISPOSE
OF EXISTING PIPE
FURNISH AND INSTALL BRUSH
MATTRESS PER DETAIL
(TYP.)
REMOVE AND DISPOSE
OF EXISTING PIPE
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
SOUTH STREAM 31+80.00-37+10.00
-1003:1-1003:1
-81:1 69:1 -67:1 68:1 -70:1 77:1
-35:1 35:1
-50:1 -100:1-180:1G
R A
D E
B R
E A
K S
TA
2+
.0
E
LE
V
0.
G R
A D
E B
R E
A K
S
TA
2+
.3
E
LE
V
1.
GRADE BREAK STA = 33+21.41
ELEV = 40.78
G R
A D
E B
R E
A K
S
TA
3+
.3
E
LE
V
1.
G R
A D
E B
R E
A K
S
TA
4+
.3
E
LE
V
0.
G R
A D
E B
R E
A K
S
TA
5+
.8
E
LE
V
1.
G R
A D
E B
R E
A K
S
TA
6+
.3
E
LE
V
9.
G R
A D
E B
R E
A K
S
TA
5+
.8
E
LE
V
1.
G
R A
D E
B R
E A
K S
TA
5+
.8
E
LE
V
1.
G R
A D
E B
R E
A K
S
TA
3+
.3
E
LE
V
1.
G
R A
D E
B R
E A
K S
TA
3+
.3
E
LE
V
1.
G R
A D
E B
R E
A K
S
TA
2+
.3
E
LE
V
1.
G
R A
D E
B R
E A
K S
TA
2+
.3
E
LE
V
1.
Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
SS-LV-09
32+96.64
41.15
SS-LV-09
33+09.17
42.52
SS-LV-10
36+15.55 40.17
SS-LV-10
36+32.01
42.20
PC: 37+69.32
PC: 36+23.94
PC: 34+16.06
P C
: 3 3+
.2
PC: 31+90.42
PC
: 3
0+
.7
PT: 36+80.82
PT: 35+26.67
PT: 33+40.61
PT: 32+31.57
PT: 31+01.59
SS-LS-01
SS-BM
-04
SS-LV-09
SS-LV-10
SS-LS-03SS-LS-02
Sta: 33+84.34 Offset: 0.00
Sta: 31+56.52 Offset: 10.35
Sta: 32+57.21 Offset: 10.21
SS-LP-03
L5
L58
L5
L60
L61
C52
C53
C54
C55 C56
C57
30+00
+0
32+00
33+00
+0
35+00
36+00
+0
38+00
SHEET 19
MATCHLIN
E
SHEET 21
M
ATCHLINE
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
D A
TE
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
S O
U
TH
S
TR
E A
M S
TA
1+
.0
TO
7+
.0
CN-101
SHEET: of 59
Value
/1
4/
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
PROPOSED SOUTH STREAM
CONTRACTOR SHALL
FILL EXISTING DITCH (TYP.)
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL
BRUSH MATTRESS PER DETAIL
(TYP.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
PLAN VIEW
(1" = 20' HORIZ.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
SOUTH STREAM 37+10.00-40+90.40
-2764:1 -146:1
G R
A D
E B
R E
A K
S
TA
7+
.0
E
LE
V
2.
G R
A D
E B
R E
A K
S
TA
0+
.7
E
LE
V
1.
G R
A D
E B
R E
A K
S
TA
0+
.5
E
LE
V
1.
-2764:1 -146:1
G R
A D
E B
R E
A K
S
TA
7+
.0
E
LE
V
2.
G R
A D
E B
R E
A K
S
TA
0+
.7
E
LE
V
1.
G R
A D
E B
R E
A K
S
TA
0+
.5
E
LE
V
1.
-115:1 94:1
-26:1 51:1
-101:1 -200:1 -167:1 -171:1
GRADE BREAK STA = 37+22.07
ELEV = 41.11
G R
A D
E B
R E
A K
S
TA
8+
.3
E
LE
V
0.
GRADE BREAK STA = 38+84.49
ELEV = 41.08
G R
A D
E B
R E
A K
S
TA
9+
.7
E
LE
V
8.
GRADE BREAK STA = 40+53.70
ELEV = 40.99
G R
A D
E B
R E
A K
S
TA
0+
.3
E
LE
V
0.
GRADE BREAK STA = 37+28.07
ELEV = 41.08
GRADE BREAK STA = 37+28.07
ELEV = 41.08 GRADE BREAK STA = 38+99.49
ELEV = 40.99
GRADE BREAK STA = 38+99.49
ELEV = 40.99
GRADE BREAK STA = 40+65.70
ELEV = 40.92
GRADE BREAK STA = 40+65.70
ELEV = 40.92
Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
SS-LS-02
37+28.07 41.08
SS-LS-03
38+99.49 40.99
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
W R
P W
R P
W R
P W
R P
W R
P W
R P
W R
P W
R P
W R
P W
R P
W R
P W
R P
W R
P
Sta: 40+60.99 Offset: -3.99
Sta: 14+65.01 Offset: 1763.87
Sta: 40+74.51 Offset: -13.71
Sta: 40+46.26 Offset: -0.91
PC: 3
9+24.70
PC: 37+69.32
PT: 39+76.11
PT: 3
8+59.27
PT: 36+80.82
SS-LS-03
SS-LS-02
L56
L5
C51
C52
C53
40+8437 +0
38+00
39+00
40+00
SHEET 20
M
ATCHLINE
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
S O
U
TH
S
TR
E A
M S
TA
7+
.0
TO
1+
.3
CN-101
SHEET: of 59
Value
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
PROPOSED
EXTENDED DITCH PLUG
(SEE SHEETS 25 - 32)
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.) APPROXIMATE WRP
EASEMENT BOUNDARY
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
PLAN VIEW
(1" = 20' HORIZ.)
PROPOSED SOUTH STREAM
CONTRACTOR SHALL TIE PROPOSED
SOUTH STREAM TO CHANNEL
AT THIS LOCATION
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
South Pathway 0+00.00-1+99.66
PROPOSED GRADE
EXISTING GRADE 2 @ 36" AASHTO M 294 TYPE S
50.0 L.F.
INV. IN. 43.05
INV. OUT. 42.90
2 @ 60" AASHTO M 294 TYPE S
66.0 L.F.
INV. IN. 40.92
INV. OUT. 40.83
CONTRACTOR SHALL FILL
60" PIPES WITH ONE (1) FT. OF
COMPACTED SUITABLE
FILL MATERIAL
REMOVE AND DISPOSE
OF EXISTING PIPE
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LOD
LODLO
D
SS-BM-04
0+00
1+00
1+98
PC: 0+48.67
PT: 1+27.31
L6
C
L102 L103
C94
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PLAN VIEW
(1" = 20' HORIZ.)
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
S O
U
TH
P A
TH
W
A Y
S
TA
+0
0.
T O
+0
0.
CN-101
SHEET: of 59
Value
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED SOUTH PATHWAY
PROPOSED
SOUTH STREAM
(SEE SHEETS 14 - 21)
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
2 @ 60" AASHTO M 294 TYPE S
66.0 L.F.
INV. IN. 40.92
INV. OUT. 40.83
2 @ 36" AASHTO M 294 TYPE S
50.0 L.F.
INV. IN. 43.05
INV. OUT. 42.90
REMOVE AND DISPOSE
OF EXISTING PIPE
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
OFFLINE CELL 01 0+00.00-5+60.00
-3 :1
Horizontal
-Horizontal
3:
Horizontal
GRADE BREAK STA = 0+88.81
ELEV = 41.49
GRADE BREAK STA = 2+34.66
ELEV = 40.00
GRADE BREAK STA = 4+57.02
ELEV = 40.00
GRADE BREAK STA = 2+30.22
ELEV = 41.49
GRADE BREAK STA = 2+30.22
ELEV = 41.49
GRADE BREAK STA = 4+61.60
ELEV = 41.50
GRADE BREAK STA = 5+57.65
ELEV = 41.50
0+47.76 40.53
PATHWAY
PROPOSED ELEV: 49.0
2 @ 60" AASHTO M 294 TYPE S
42.0 L.F.
INV. IN. 40.53
INV. OUT. 40.49
EXISTING GRADE
PROPOSED GRADE
CONTRACTOR SHALL FILL
PIPE WITH ONE (1) FT. OF
FILL MATERIAL
PROPOSED GRADE
EXISTING GRADE
0+86.50 40.49
0+88.81 41.50
0+45.54 41.54
2:
2:1
REMOVE AND DISPOSE OF
EXISTING PIPE AND HEADWALL
1+
.6 1+
.5
2+
2+
.9
4+
.9 4+
.9
5+
.1 5+
.1
PI: 0+47.25
PI: 0+87.97
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
0+00
1+00 2+00 3+00 4+00 5+00 6+00
41.5 41.5
41.541.5
43.0
43.0 43.0
43.0
43.0
43.0
43.0
43.0
40.0
40.0
40.0
49.0
48.5
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 30'
30150 60 90
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.5
3.0
6.0
9.0
PLAN VIEW
(1" = 30' HORIZ.)
PROFILE VIEW
(1" = 30' HORIZ., 1" = 3.0' VERT.)
TI
LL
E R
Y
O
FF
LI
N
E C
E
LL
S
TA
+0
0.
T O
+1
6.
CN-101
SHEET: of 59
Value
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
2 @ 60" AASHTO M 294 TYPE S
42.0 L.F.
INV. IN. 40.53
INV. OUT. 40.49
EXISTING PATHWAY
PROPOSED OFFLINE CELL 01
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
PROPOSED LOD
(SEE SHEET 03)
FOR OVERALL
LOD LOCATION
REMOVE AND DISPOSE OF
EXISTING PIPE AND HEADWALL
TOP OF FILL AFTER
REPLACEMENT SHALL BE
ELEV: 49.0
TIE TO EXISTING ROAD @ 50:1
WITH 2:1 SIDE SLOPES
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
OFFLINE CELL 01 STA: 1+86.6
-1
.0
-1
.0
-1
.0
-1
.0
-1
.0
-8 0.
-6 0.
-4 0.
-2 0.
0.
.0
.0
.0
.0
0.
0.
0.
0.
0.
0.
-5 :1
-23:1 -Horizontal
23:1
5:
-3 :1
3:
EXISTING GRADE
PROPOSED GRADE
OFFLINE CELL 01 STA: 2+88.0
-1
.0
-1
.0
-1
.0
-1
.0
-1
.0
-8 0.
-6 0.
-4 0.
-2 0.
0.
.0
.0
.0
.0
0.
0.
0.
0.
0.
0.
-5 :1
-20:1
Horizontal
-3 :1
Horizontal
3:
Horizontal
-3 :1
Horizontal
3:
-Horizontal
-3 :1
Horizontal
3:
Horizontal
:1
5:
EXISTING GRADE
PROPOSED GRADE
OFFLINE CELL 01 STA: 4+16.9
-1
.0
-1
.0
-1
.0
-1
.0
-1
.0
-8 0.
-6 0.
-4 0.
-2 0.
0.
.0
.0
.0
.0
0.
0.
0.
0.
0.
0.
3:
Horizontal
-5 :1
-20:1
Horizontal
-3 :1
Horizontal
3:
-Horizontal
-3 :1
Horizontal
-3 :1
Horizontal
3:
Horizontal
:1
5:
EXISTING GRADE
PROPOSED GRADE
OFFLINE CELL 01 STA: 5+26.1
-1
.0
-1
.0
-1
.0
-1
.0
-1
.0
-8 0.
-6 0.
-4 0.
-2 0.
0.
.0
.0
.0
.0
0.
0.
0.
0.
0.
0.
-6 :1
-27:1 Horizontal
27:1
6:
-3 :1
3:
EXISTING GRADE
PROPOSED GRADE
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 30'
30150 60 90
V E
R
TI
C A
L S
C A
LE
: 1
.5
.75
1.5
3.0
6.0
SECTION VIEWS
(1" = 30' HORIZ.)
TI
LL
E R
Y
O
FF
LI
N
E C
E
LL
S E
C
TI
O N
S
CN-101
SHEET: of 59
Value
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
50:150:1
GRADE BREAK STA = 0+18.08
ELEV = 50.15
GRADE BREAK STA = 1+11.03
ELEV = 52.00 PROPOSED GRADE
EXISTING GRADE
CONTRACTOR TO CONSTRUCT
EXTENDED DITCH PLUG TO ELEVATION 52.0.
CONTRACTOR TO USE SOIL MATERIAL
OBTAINED FROM CONSTRUCTION OF
STREAMS AND OFFLINE CELL
(SEE DETAIL AND SECTIONS SHEET 50)
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLOD
LODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
0+00 0+50
1+00 1+50
2+00 2+50
3+00 3+50 4+00
4+50
5+00
5+50
PC
: 3+58.01
PT
: 3
+9 8.
L104
L105
C95
SH
EE
T
M
AT
C
H
LI
N E
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PLAN VIEW
(1" = 20' HORIZ.)
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
E X
TE
N
D E
D D
IT
C
H P
LU
G
S
TA
+0
0.
T O
5+
.0
CN-101
SHEET: of 59
Value
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
PROPOSED EXTENDED
DITCH PLUG
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
M
ATC
H
LIN
E
SH
EET 26
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
EXISTING GRADE
CONTRACTOR TO CONSTRUCT
EXTENDED DITCH PLUG TO ELEVATION 52.0.
CONTRACTOR TO USE SOIL MATERIAL
OBTAINED FROM CONSTRUCTION OF
STREAMS AND OFFLINE CELL
(SEE DETAIL AND SECTIONS SHEET 50)
PROPOSED GRADE
EXTENDED DITCH PLUG CORE
CONTRACTOR TO CORE 1.0'
INTO SUITABLE SOIL UNLESS
OTHERWISE SPECIFIED IN
DRAWINGS OR SPECIFICATIONS
10+25 39.00
3:1
HORIZONTAL
10+15.77 45.15
3:1
9+51.57 46.18
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
W
RP
W
RP
W
RP
W
RP
W
RP
W
RP
W
RP
W
RP
6+
6+
7+
7+50
8+00
8+50
9+00
9+50
10+00
10+50
11+00
11+50
PC: 6+96.32
PT: 9
+78
.14 L1
C96
SHEET ####MATCHLINE
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
E X
TE
N
D E
D D
IT
C
H P
LU
G
S
TA
+7
0.
T O
+4
0.
CN-101
SHEET: of 59
Value
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
APPROXIMATE WRP
EASEMENT BOUNDARY
PLAN VIEW
(1" = 20' HORIZ.)
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
MATCHLINESHEET 25
MATCHLINE
SHEET 27
PROPOSED EXTENDED
DITCH PLUG
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
CONTRACTOR TO CONSTRUCT
EXTENDED DITCH PLUG TO ELEVATION 52.0.
CONTRACTOR TO USE SOIL MATERIAL
OBTAINED FROM CONSTRUCTION OF
STREAMS AND OFFLINE CELL
(SEE DETAIL AND SECTIONS SHEET 50)
13+35.68 46.12
13+25 39.00
EXTENDED DITCH PLUG CORE
CONTRACTOR TO CORE 1.0'
INTO SUITABLE SOIL UNLESS
OTHERWISE SPECIFIED IN
DRAWINGS OR SPECIFICATIONS
HORIZONTAL
3:
13+98.49 46.85
14+00.01 47.86
3:
LOD LOD
LOD
LOD LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD
LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
L106
3.
0:
3.
0:
SH
EE
T
M
AT
CH
LI
NE
S H
E E
T
M A
TC
H
LI
N
E
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
E X
TE
N
D E
D D
IT
C
H P
LU
G
S
TA
1+
.0
TO
+1
0.
CN-101
SHEET: of 59
Value
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
PROPOSED EXTENDED
DITCH PLUG
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
PLAN VIEW
(1" = 20' HORIZ.)
1 @ 48" AASHTO M 294 TYPE S
70.0 L.F.
INV. IN. 40.50
INV. OUT. 40.00
WCS#1 FURNISH AND INSTALL
PRECAST WATER CONTROL STRUCTURE
N: 916,568,08 E: 2,459,854.68
TOP OF RISER: 45.00
PERMANENT WEIR: 43.00
INV. IN 40.50
INV. OUT 40.00
CONTRACTOR SHALL
GRADE DITCH TO DRAIN
WCS#1 FURNISH AND INSTALL
PRECAST WATER CONTROL STRUCTURE
N: 916,568,0810 E: 2,459,854.6861
TOP OF RISER: 45.00
PERMANENT WEIR: 43.00
INV. IN 40.50
INV. OUT 40.00
(SEE SECTION SHEET 50)
1 @ 48" AASHTO M 294 TYPE S
70.0 L.F.
INV. IN. 40.50
INV. OUT. 40.00
M A
TC
H
LI
N
E S
H E
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M
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CH
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SH
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ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
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HorizontalHorizontal
EXISTING GRADE
CONTRACTOR TO CONSTRUCT
EXTENDED DITCH PLUG TO ELEVATION 52.0.
CONTRACTOR TO USE SOIL MATERIAL
OBTAINED FROM CONSTRUCTION OF
STREAMS AND OFFLINE CELL
(SEE DETAIL AND SECTIONS SHEET 50)
EXTENDED DITCH PLUG CORE
CONTRACTOR TO CORE 1.0'
INTO SUITABLE SOIL UNLESS
OTHERWISE SPECIFIED IN
DRAWINGS OR SPECIFICATIONS
HORIZONTAL
3:1
22+00 40.00
21+91.36 45.76
PROPOSED GRADE
EXISTING GRADE
21+51.61 46.77
21+50
47.84 3:1
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
WRP
WRP
WRP
WRP
WRP
WRP
WRP
WRP
WRP
17+00
17+50 18+00
18+50 19+00
19+50 20+00
20+50 21+00
21+50 22+00
22+50
23+00
PC
: 17+53.18
PC
: 20+16.80
PC
: 2
2+
.4
5PT: 17+58.47 PT
: 2 0+
.8
L107 L108
C97
C98
C99
SH
EE
T
M
AT
C H
LI
N
E
SH
EE
T
M
AT
CH
LI
NE
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
E X
TE
N
D E
D D
IT
C
H P
LU
G
S
TA
7+
.0
TO
+8
0.
CN-101
SHEET: of 59
Value
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
PROPOSED EXTENDED
DITCH PLUG
APPROXIMATE WRP
EASEMENT BOUNDARY
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
PLAN VIEW
(1" = 20' HORIZ.)
M
AT
CH
LI
NE
SH
EE
T
M
ATC
H
LIN
E
SH
EET 27
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
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IP
TI
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D B
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JD
H /S
D L
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/1
4/
IS
S U
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/1
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JD
H
/1
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R ev .2
IS
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O
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/2 1/
JD
H
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R ev . 3
IS
S
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F O
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JD
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/2 7/
R ev
. 4
IS
S E
D F
O R
C O
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TR
U
C
TI
O N
/2
8/
JD
H
/2
CONTRACTOR TO CONSTRUCT
EXTENDED DITCH PLUG TO ELEVATION 52.0.
CONTRACTOR TO USE SOIL MATERIAL
OBTAINED FROM CONSTRUCTION OF
STREAMS AND OFFLINE CELL
(SEE DETAIL AND SECTIONS SHEET 50)
EXTENDED DITCH PLUG CORE
CONTRACTOR TO CORE 1.0'
INTO SUITABLE SOIL UNLESS
OTHERWISE SPECIFIED IN
DRAWINGS OR SPECIFICATIONS
HORIZONTAL
3:
23+50 40.00
23+58.27 45.51
24+48.43 46.48
24+50.01 47.52
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLOD
LOD
LODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
23+00 23+50
24+00
24+50
25+00
25+50 26+00 26+50 27+00 27+50
28+00
28+50
PC
: 2
5+
.1
P C
: 2 7+
.7
PT
: 2
3+
.5
P T:
5+
.8
PT: 27+63.19
L109
L110
L111
C99
C100 C101
SH
EE
T
M
AT
C H
LI
N
E
SH
EET ####
M
ATC
H
LIN
E
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
E X
TE
N
D E
D D
IT
C
H P
LU
G
S
TA
2+
.0
TO
+5
0.
CN-101
SHEET: of 59
Value
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
PROPOSED EXTENDED
DITCH PLUG
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
PLAN VIEW
(1" = 20' HORIZ.)
M
ATC
H
LIN
E
SH
EET 28
SH
EET 30
M
ATC
H
LIN
E
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
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F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
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F O
R C
O N
S
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O
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/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
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TR
U
C
TI
O N
/2
8/
JD
H
/2
PROPOSED GRADE
EXISTING GRADE
CONTRACTOR TO CONSTRUCT
EXTENDED DITCH PLUG TO ELEVATION 52.0.
CONTRACTOR TO USE SOIL MATERIAL
OBTAINED FROM CONSTRUCTION OF
STREAMS AND OFFLINE CELL
(SEE DETAIL AND SECTIONS SHEET 50)
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
28+50
29+00
29+50 30+00
30+50
31+00
31+50
32+00 32+50
33+00 33+50 34+00
PC
: 2
8+
.56
PC
: 31+53.18
PC
: 33+58.05
PT: 30+29.78
PT: 31+83.49
L111
L112
L113
C102
C103
C104
SH
EE
T
MAT
CHLIN
E
SH
EE
T
M
AT
C
H
LI
N E
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PLAN VIEW
(1" = 20' HORIZ.)
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
E X
TE
N
D E
D D
IT
C
H P
LU
G
S
TA
8+
.0
TO
+2
0.
CN-101
SHEET: of 59
Value
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
PROPOSED EXTENDED
DITCH PLUG
MAT
CHLIN
E
SH
EE
T
M
ATC
H
LIN
E
SH
EET 31
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
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/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
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TR
U
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O N
/2
8/
JD
H
/2
-50:1
GRADE BREAK STA = 38+12.36
ELEV = 52.00PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
CONTRACTOR TO CONSTRUCT
EXTENDED DITCH PLUG TO ELEVATION 52.0.
CONTRACTOR TO USE SOIL MATERIAL
OBTAINED FROM CONSTRUCTION OF
STREAMS AND OFFLINE CELL
(SEE DETAIL AND SECTIONS SHEET 50)
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
WRP
WRP
WRP
WRP
WRP
WRP
WRP
+0
34+50
35+00
35+50
36+00
36+50
37+00 37+50
38+00
38+50
39+00
39+50
40+00
PC
: 36+75.71
PT: 34+73.41
PT
: 3
8+
.9
L114
L115
C104
C105
SHEET ####
MATCHLINE
SH
EE
T
M
AT
CH
LI
NE
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PLAN VIEW
(1" = 20' HORIZ.)
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
E X
TE
N
D E
D D
IT
C
H P
LU
G
S
TA
4+
.0
TO
+9
0.
CN-101
SHEET: of 59
Value
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
PROPOSED EXTENDED
DITCH PLUG
APPROXIMATE WRP
EASEMENT BOUNDARY
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
M
AT
CH
LI
NE
SH
EE
T
MATCHLINESHEET 30
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
File details come from the government source that posted it. Updated .