CONSTRUCTION_DRAWINGS_REV_1_20150416_SHEETS_47_THROUGH_59.pdf
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- Wetland Restoration Project - Halifax County Federal contract opportunity
- Solicitation number
- AG-2B46-S-16-0014
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Construction Drawings 47-59
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CN-101
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 59
VERIFY SCALE
Value
SCALE AS SHOWN
W E
T L
A N
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E S
E R
V
R O
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A M
HORIZONTAL SCALE: 1" = 60'
0 6030 120 180
N a t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
PROPOSED DITCH PLUG 01
HORIZONTAL SCALE: 1" = 60'
0 6030 180120
PROPOSED SOUTH STREAM
(SEE SHEETS 36 - 40)
PLANTING PLAN VIEW DITCH PLUG 01
STA 32+80.00 TO 40+86.31
(1" = 60' HORIZ.)
PLANTING PLAN LEGEND
ZONE #1
ZONE #2
ZONE #3
ZONE #4
ZONE #5
ISSUED FOR BID / CONSTRUCTION 07/14/2014
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7+00 7+24
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5+00
7+24
T I L
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O F
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CN-101
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 59
VERIFY SCALE
Value
SCALE AS SHOWN
W E
T L
A N
D
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E S
E R
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G R
A M
N a t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
PROPOSED OFFLINE CELL 01
HORIZONTAL SCALE: 1" = 60'
0 6030 180120
PROPOSED DITCH PLUG 01
PLANTING PLAN VIEW OFFLINE CELL 01
STA 0+00.00 TO 7+24.20
(1" = 60' HORIZ.)
PROPOSED HAUL ROAD/CONSTRUCTION ACCESS PATH
ZONE 2 GENERAL NOTE
ALL EXISTING PATHWAY AREAS USED DURING
CONSTRUCTION SHALL BE SEEDED WITH
ZONE 2 SEEDING MIX PER SPECIFICATIONS
UNLESS OTHERWISE DIRECTED BY THE
PROJECT ENGINEER.
PLANTING PLAN LEGEND
ZONE #1
ZONE #2
ZONE #3
ZONE #4
ZONE #5
ISSUED FOR BID / CONSTRUCTION 07/14/2014
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Dbkf
3.0'
~30'
3.0'
2.5:1H:V
5:1 H:V
1.2'
BANKFULL ELEV.
5.0' VARIES
Dbkf: VARIES CONTRACTOR
SHALL SEE PROFILE FOR
BANKFULL DEPTH
CONTRACTOR TO INSURE
SMOOTH TRANSITION AND
POSITIVE DRAINAGE TO
EXISTING GRADE (TYP.)
CONTRACTOR SHALL
INSTALL EROSION CONTROL
MATTING FROM TOE OF
SLOPE TO THE HALFWAY POINT
OF BANKFULL BENCH
5:1 H:V
5:1 H:V
16.0'
2.0' MIN.
ROADWAY
C
L
8.0'8.0'
FLOW
SEE PLAN AND PROFILE SHEETSSEE PLAN & PROFILE SHEETS
BANKFULL BENCH
CONTRACTOR SHALL FILL 60" PIPE
WITH 1' (FOOT) OF COMPACTED
SUITABLE FILL MATERIAL AS
DIRECTED IN PLANS AND
SPECIFICATIONS
ADJACENT PIPE BEYOND
CHANNEL BOTTOM
SLOPE TO DRAIN
W/ MAX. 1" PER FOOT
SLOPE TO DRAIN
W/ MAX. 1" PER FOOT
5:1 H:V
7.5:1 H:V
3.0'
2.2'
3:1 H:V
5:1 H:V
VARIES VARIES
Dbkf
Dbkf: VARIES CONTRACTOR
SHALL SEE PROFILE FOR
BANKFULL DEPTH
CONTRACTOR SHALL
INSTALL EROSION CONTROL
MATTING FROM TOE OF
SLOPE TO THE HALFWAY POINT
OF BANKFULL BENCH
CONTRACTOR TO INSURE
SMOOTH TRANSITION AND
POSITIVE DRAINAGE TO
EXISTING GRADE (TYP.)
(TYP.)
2.5'
BANKFULL ELEV.
2.5'
(TYP.)
20:1 H:V
40.0'
20:1 H:V
TOP OF BANK
DITCH PLUG CORE
LEAN CLAY (CL) AND/OR
FAT CLAY (CH) SOIL MATERIAL
2.0'
2.0'
2.0'
ELEV:45.25'
DITCH BANK
APPROXIMATE
ELEV: 47.0
STA: 0+29.94
ELEV: 43.49
STA: 0+65.91
ELEV: 45.25
STA: 1+05.91
ELEV: 45.25
STA: 1+39.47
ELEV: 43.61
DITCH BANK
APPROXIMATE
ELEV: 47.0
3.0'VARIES
5:1 H:V
2.5'
7.5:1 H:V
3:1 H:V
2.2'
BANKFULL ELEV.
VARIES
Dbkf
Dbkf: VARIES CONTRACTOR
SHALL SEE PROFILE FOR
BANKFULL DEPTH
5:1 H:V
CONTRACTOR SHALL
INSTALL EROSION CONTROL
MATTING FROM TOE OF
SLOPE TO THE HALFWAY POINT
OF BANKFULL BENCH
CONTRACTOR TO INSURE
SMOOTH TRANSITION AND
POSITIVE DRAINAGE TO
EXISTING GRADE (TYP.)
(TYP.)
2.5'
(TYP.)
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
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NORTH & SOUTH STREAM
TYPICAL CROSS SECTION RIFFLE
(NTS.)
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CN-101
SHEET: of 59
Value
NORTH & SOUTH STREAM
TYPICAL CROSS SECTION POOL RIGHT BEND
(NTS.)
NORTH & SOUTH STREAM
TYPICAL CROSS SECTION POOL LEFT BEND
(NTS.)
NORTH & SOUTH PATHWAY
TYPICAL CROSS SECTION
(NTS.)
DITCH BERM TYPICAL DETAIL
(NTS.)
N a t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
PROFILE
(NTS.)
CROSS SECTION
(NTS.)
ISSUED FOR BID / CONSTRUCTION 07/14/2014
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NOTE:
EROSION CONTROL MATTING HATCHING
ON PLAN SHEETS IS FOR GRAPHICAL
REPRESENTATION ONLY
NOTE:
EROSION CONTROL MATTING HATCHING
ON PLAN SHEETS IS FOR GRAPHICAL
REPRESENTATION ONLY
NOTE:
EROSION CONTROL MATTING HATCHING
ON PLAN SHEETS IS FOR GRAPHICAL
REPRESENTATION ONLY
NOTE:
CONTRACTOR SHALL INSTALL MATTING FROM TOE OF CHANNEL BOTTOM
TO THE HALF WAY POINT OF THE BANKFULL BENCH, AS SHOWN ON
TYPICAL CROSS-SECTIONS WITHIN CONSTRUCTION DRAWINGS.
THE MATTING LIMITS AS SHOWN IN THE PLAN AND PROFILE
DRAWINGS ARE FOR GRAPHICAL REPRESENTATION PURPOSES ONLY AS
THE MATTING INSTALLATION LIMITS MAY VARY DEPENDING ON
FIELD ELEVATIONS
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VARIES
V
SLOPE TO DRAIN
W/ MAX. 1" PER FOOT
SLOPE TO DRAIN
W/ MAX. 1" PER FOOT
EXISTING
GROUND
MEET
EXISTING
GRADE
EXISTING EARTHEN SURFACE
CORE ELEVATION AS SHOWN ON
DITCH PLUG PROFILE DRAWINGS
12' MIN.
TOP OF CAPPING
DESIGN / CONSTRUCT TO ELEVATION
CLAYEY SAND (SC)
SOIL MATERIAL
ADD ADDITIONAL 3" MIN. TOP SOIL FOR CAPPING
ORGANIC, CLAYEY SAND (SC), OR
SILTY SAND (SM) SOIL MATERIAL
INTERIOR / EXTERIOR SLOPES
SUITABLE ORGANIC AND / OR INORGANIC SOIL
MATERIAL OBTAINED FROM EXCAVATION ACTIVITIES
DITCH PLUG CORE
LEAN CLAY (CL) AND/OR
FAT CLAY (CH) SOIL MATERIAL
V
V
VARIES
℄SLOPE TO DRAIN
W/ MAX. 1" PER FOOT
SLOPE TO DRAIN
W/ MAX. 1" PER FOOT
EXISTING
GROUND
MEET
EXISTING
GRADE
EXISTING EARTHEN SURFACE
EXCESS SPOIL
MATERIAL
DESIGN / CONSTRUCT TO ELEVATION
ADD ADDITIONAL 3" MIN. TOP SOIL FOR CAPPING
ORGANIC, CLAYEY SAND (SC), OR
SILTY SAND (SM) SOIL MATERIAL
INTERIOR / EXTERIOR SLOPES
SUITABLE ORGANIC AND / OR INORGANIC SOIL
MATERIAL OBTAINED FROM EXCAVATION ACTIVITIES
VARIES
V
SLOPE TO DRAIN
W/ MAX. 1" PER FOOT
SLOPE TO DRAIN
W/ MAX. 1" PER FOOT
EXISTING
GROUND
MEET
EXISTING
GRADE
EXISTING EARTHEN SURFACE
CORE ELEVATION AS SHOWN ON
DITCH PLUG PROFILE DRAWINGS
12' MIN.
V
ADD ADDITIONAL 3" MIN. TOP SOIL FOR CAPPING
ORGANIC, CLAYEY SAND (SC), OR
SILTY SAND (SM) SOIL MATERIAL
TOP OF CAPPING
DESIGN / CONSTRUCT TO ELEVATION
CLAYEY SAND (SC)
SOIL MATERIAL
INTERIOR / EXTERIOR SLOPES
SUITABLE ORGANIC AND / OR INORGANIC SOIL
MATERIAL OBTAINED FROM EXCAVATION ACTIVITIES
DITCH PLUG CORE
LEAN CLAY (CL) AND/OR
FAT CLAY (CH) SOIL MATERIAL
WCS 01 -1+00.00-2+50.00
0+43.04
40.50
1+13.06
40.00
DITCH PLUG 01
STA: 0+74.45
52.00
WCS#1 FURNISH AND INSTALL
PRECAST WATER CONTROL
STRUCTURE
N: 916,568,08
E: 2,459,854.68
TOP OF RISER: 45.00
FIXED PLATE: 43.00
INV. IN 40.50
INV. OUT 40.00
1 @ 48" AASHTO M 294 TYPE S
70.0 L.F.
INV. IN. 40.50
INV. OUT. 40.00
EXISTING GRADE
CONTRACTOR SHALL
GRADE DITCH TO DRAIN
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
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CN-101
SHEET: of 59
Value
N a t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
EXTENDED DITCH PLUG 01
TYPICAL CROSS SECTION
STA: 9+50.00 TO 11+75.00; 12+75.00 - 14+00.01
STA: 21+50.00 - 24+50.01
(NTS.)
EXTENDED DITCH PLUG 01
TYPICAL CROSS SECTION AT NON-CORING LOCATIONS
STA: 0+18.71 - 9+50; STA: 14+00.00 - 21+50.00 , STA:
24+50.01 - 40+75.94
(NTS.)
EXTENDED DITCH PLUG 01
CROSS SECTION
STA: 11+75.00 TO 12+75.00
(NTS.)
HORIZONTAL SCALE: 1" = 40'
40200 80 120
V E
R T
I C
A L
S
C A
L E
1.0
2.0
4.0
6.0
WCS 01 PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
GENERAL EXTENDED DITCH PLUG NOTE:
1. EXTENDED DITCH PLUG CORE SHALL EXTEND THROUGH THE ORGANIC SOILS
AND INTO THE INORGANIC SOILS AS SHOWN ON INDIVIDUAL PROFILES.
EXTENDED DITCH PLUG AND CORE SHALL BE CONSTRUCTED WITH CL, CH
INORGANIC MATERIAL EXCAVATED FROM DESIGNATED BORROW AREA. CORE
MATERIAL SHALL BE MINERAL SOILS OBTAINED FROM THE EXCAVATION OF
STREAMS, OR OFFLINE CELL. SOILS SHALL BE COMPACTED IN ACCORDANCE
WITH CONSTRUCTION SPECIFICATIONS. TOP 6 INCHES OF SHALL BE
CONSTRUCTED OF SC MATERIAL, UNLESS OTHERWISE DIRECTED BY PROJECT
ENGINEER.
2. EXTERIOR AND INTERIOR SLOPES SHALL BE CONSTRUCTED UTILIZING SUITABLE
ORGANIC AND/OR INORGANIC SOILS EXCAVATED FROM THE EXCAVATION OF
STREAMS, OFFLINE CELL AND/OR DITCH PLUG CORE. DITCH PLUG SIDE SLOPES
SHALL BE 10:1 OR FLATTER, UNLESS OTHERWISE NOTED.
3. ORGANIC AND/OR INORGANIC SOILS EXCAVATED FROM EXTENDED DITCH PLUG
CORE THAT ARE UNSUITABLE FOR CONSTRUCTION SHALL BE DEPOSITED IN THE
DESIGNATED SPOIL PILE AREA.
4. EXTENDED DITCH PLUG SHALL BE CAPPED WITH 3 INCHES OF SUITABLE
MATERIAL WITH CLASSIFICATION; SILTY SAND (SM), CLAYEY SAND (SC),
ORGANIC CLAY (OL), AND / OR ORGANIC SILT (OH).
5. SOIL CLASSIFICATION SHALL CONFORM TO THE UNIFIED SOIL CLASSIFICATION
SYSTEM (ASTM D 2487-11)
ISSUED FOR BID / CONSTRUCTION 07/14/2014
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N A
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H J D
H S
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T L R
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I S
S U
O N
S T
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C T
I O
N
J D
H
NORTH STREAM
NUMBER
L1
C1
L2
C2
L3
C3
L4
C4
L5
C5
L6
C6
L7
C7
L8
C8
L9
C9
L10
C10
L11
C11
L12
C12
L13
START STA:
0+00
0+44.28
0+74.67
1+35.01
1+47.35
2+00.66
2+15.82
2+59
2+88.60
3+34.82
3+47.92
3+95.77
4+12.58
4+54.23
4+73.15
5+14.55
5+34.88
5+83.80
6+19.07
6+75.90
7+01.47
7+67.41
8+02.17
8+51.57
8+82.20
END STA:
0+44.28
0+74.67
1+35.01
1+47.35
2+00.66
2+15.82
2+59
2+88.60
3+34.82
3+47.92
3+95.77
4+12.58
4+54.23
4+73.15
5+14.55
5+34.88
5+83.80
6+19.07
6+75.90
7+01.47
7+67.41
8+02.17
8+51.57
8+82.20
9+76.82
LENGTH
44.284
30.384
60.346
12.337
53.309
15.158
43.178
29.601
46.225
13.099
47.847
16.811
41.653
18.916
41.398
20.333
48.920
35.273
56.824
25.573
65.937
34.760
49.400
30.633
94.623
RADIUS
40.000
20.000
20.000
40.000
20.000
20.000
20.000
20.000
30.000
30.000
30.000
30.000
LINE/CHORD DIR.
S64° 52' 46.62"E
S86° 38' 25.35"E
N71° 35' 55.93"E
N89° 16' 11.05"E
S73° 03' 33.82"E
N85° 13' 40.25"E
N63° 30' 54.32"E
N84° 42' 55.06"E
S74° 05' 04.20"E
N87° 09' 08.36"E
N68° 23' 20.93"E
S87° 31' 49.70"E
S63° 27' 00.34"E
N89° 27' 15.37"E
N62° 21' 31.07"E
S88° 30' 57.21"E
S59° 23' 25.50"E
N86° 55' 35.15"E
N53° 14' 35.79"E
N77° 39' 48.53"E
S77° 54' 58.72"E
N68° 53' 26.10"E
N35° 41' 50.93"E
N64° 57' 00.91"E
S85° 47' 49.11"E
START NORTHING
916563.9024
916543.3646
916562.5687
916548.2666
916570.1870
916558.1504
916575.0692
916556.6248
916575.3266
916552.2016
916591.5062
916589.5331
916642.0653
START EASTING
2457085.5559
2457155.2594
2457224.6610
2457290.4037
2457357.8576
2457415.1614
2457475.9507
2457531.4296
2457587.5653
2457662.8965
2457732.6560
2457827.7751
2457883.1621
END NORTHING
916545.1027
916562.4140
916547.0355
916567.5224
916557.5111
916575.7725
916556.4512
916575.8309
916550.4174
916586.2064
916577.7030
916629.6511
916635.1303
END EASTING
2457125.6519
2457212.5201
2457275.6569
2457329.0503
2457402.3110
2457459.6452
2457513.2113
2457568.1029
2457629.6684
2457708.4232
2457797.1316
2457856.6001
2457977.5303
NORTH STREAM
NUMBER
C13
L14
C14
L15
C15
L16
C16
L17
C17
L18
C18
L19
C19
L20
C20
L21
C21
L22
C22
L23
C23
L24
C24
L25
C25
START STA:
9+76.82
10+09.95
10+70.19
10+91.80
11+67.37
11+98.81
12+41.76
12+64.15
13+29.22
13+53.51
14+07.91
14+29.06
14+90.77
15+10.02
15+76.75
15+95.96
16+62.76
16+74.95
17+47.56
17+86.92
19+52.33
19+65.23
20+49.59
21+04.57
21+61.31
END STA:
10+09.95
10+70.19
10+91.80
11+67.37
11+98.81
12+41.76
12+64.15
13+29.22
13+53.51
14+07.91
14+29.06
14+90.77
15+10.02
15+76.75
15+95.96
16+62.76
16+74.95
17+47.56
17+86.92
19+52.33
19+65.23
20+49.59
21+04.57
21+61.31
21+83.99
LENGTH
33.129
60.238
21.605
75.570
31.450
42.949
22.384
65.069
24.289
54.403
21.150
61.707
19.256
66.729
19.210
66.797
12.189
72.616
39.355
165.414
12.896
84.361
54.984
56.732
22.684
RADIUS
30.000
30.000
30.000
20.000
20.000
20.000
20.000
20.000
20.000
50.000
20.000
50.000
30.000
LINE/CHORD DIR.
N62° 34' 00.26"E
N30° 55' 49.64"E
N51° 33' 42.88"E
N72° 11' 36.13"E
S77° 46' 27.90"E
S47° 44' 31.92"E
S79° 48' 19.72"E
N68° 07' 52.48"E
N33° 20' 22.02"E
N1° 27' 08.44"W
N28° 50' 33.74"E
N59° 08' 15.92"E
N86° 43' 13.66"E
S65° 41' 48.59"E
N86° 47' 13.39"E
N59° 16' 15.37"E
N41° 48' 41.45"E
N24° 21' 07.52"E
N46° 54' 02.38"E
N69° 26' 57.24"E
N50° 58' 39.93"E
N32° 30' 22.63"E
N63° 58' 46.11"E
S84° 31' 01.04"E
N73° 49' 16.69"E
START NORTHING
916649.6297
916714.4439
916731.1945
916698.5544
916741.8593
916813.9199
916846.6334
916820.2058
916863.2825
916955.6384
917021.6842
917115.7527
START EASTING
2458005.4628
2458052.9843
2458154.2820
2458206.9688
2458279.8998
2458288.2550
2458359.7149
2458438.9815
2458504.4005
2458562.3426
2458727.0756
2458819.3690
END NORTHING
916701.3010
916737.5535
916702.3126
916722.7916
916796.2450
916845.5739
916819.1700
916854.3375
916929.4375
917013.7048
917092.8287
917110.3318
END EASTING
2458036.4248
2458124.9338
2458186.0698
2458267.3558
2458278.5209
2458341.2240
2458420.5306
2458496.3995
2458534.3430
2458717.2297
2458772.4106
2458875.8416
NORTH STREAM
NUMBER
L26
C26
L27
C27
L28
C28
L29
C29
L30
C30
L31
C31
L32
C32
L33
C33
L34
C34
L35
C35
L36
C36
L37
START STA:
21+83.99
22+41.22
22+69.44
23+19.02
23+47.84
23+98.66
24+27.02
24+90.98
25+22.10
25+74.56
26+31.06
26+75.70
26+96.16
27+59.63
27+82.10
28+52.21
28+72.30
29+46.19
29+59.67
30+39.57
30+98.62
31+72.17
32+32.64
END STA:
22+41.22
22+69.44
23+19.02
23+47.84
23+98.66
24+27.02
24+90.98
25+22.10
25+74.56
26+31.06
26+75.70
26+96.16
27+59.63
27+82.10
28+52.21
28+72.30
29+46.19
29+59.67
30+39.57
30+98.62
31+72.17
32+32.64
33+34.17
LENGTH
57.233
28.214
49.579
28.821
50.818
28.360
63.966
31.123
52.454
56.506
44.640
20.458
63.464
22.476
70.103
20.090
73.899
13.478
79.897
59.052
73.543
60.475
101.531
RADIUS
30.000
30.000
30.000
30.000
30.000
20.000
20.000
20.000
20.000
40.000
75.000
LINE/CHORD DIR.
N52° 09' 34.42"E
N79° 06' 08.46"E
S73° 57' 17.50"E
N78° 31' 23.01"E
N51° 00' 03.51"E
N78° 04' 57.89"E
S74° 50' 07.73"E
N75° 26' 39.89"E
N45° 43' 27.51"E
S80° 18' 58.05"E
S26° 21' 23.62"E
S55° 39' 40.26"E
S84° 57' 56.90"E
N62° 50' 22.75"E
N30° 38' 42.41"E
N59° 25' 21.34"E
N88° 12' 00.28"E
S72° 29' 38.09"E
S53° 11' 16.46"E
N84° 31' 09.35"E
N42° 13' 35.17"E
N65° 19' 33.82"E
N88° 25' 32.47"E
START NORTHING
917116.5029
917156.7530
917148.5662
917186.1873
917176.9301
917205.3881
917154.3451
917158.5046
917228.6126
917226.9557
917184.2236
917263.2487
START EASTING
2458897.1121
2458969.0061
2459043.8249
2459110.0456
2459200.5750
2459285.9565
2459321.9405
2459404.1218
2459456.4331
2459542.9078
2459660.4614
2459763.3634
END NORTHING
917151.6134
917143.0496
917180.5466
917169.4544
917213.5490
917165.3888
917148.7761
917218.8169
917230.9337
917179.0819
917238.6817
917266.0381
END EASTING
2458942.3103
2459016.6538
2459083.3187
2459171.7839
2459238.1317
2459305.7745
2459385.1600
2459439.8545
2459530.2958
2459606.8739
2459709.8868
2459864.8557
NORTH PATHWAY
NUMBER
C40
C46
C49
L52
C50
L53
START STA:
1+16.43
3+34.88
4+42.89
4+42.92
5+49.53
5+49.59
END STA:
1+18.18
3+35.03
4+42.92
5+49.53
5+49.59
6+99.65
LENGTH
1.745
0.149
0.026
106.611
0.065
150.055
RADIUS
32.479
32.479
32.479
32.479
LINE/CHORD DIR.
S7° 20' 21.76"E
S9° 00' 35.52"E
S9° 09' 53.61"E
S9° 11' 17.50"E
S9° 14' 44.31"E
S9° 18' 11.12"E
START NORTHING
917065.5798
916960.2724
START EASTING
2458643.5322
2458660.5661
END NORTHING
916960.3367
916812.1907
END EASTING
2458660.5556
2458684.8236
EXTENDED DITCH PLUG
NUMBER
L104
C95
L105
C96
L106
C97
L107
C98
L108
C99
L109
C100
L110
C101
L111
C102
L112
C103
L113
C104
START STA:
0+00
3+58.01
3+98.14
6+96.32
9+78.14
17+53.18
17+58.47
20+16.80
20+54.86
22+21.45
23+42.58
25+19.12
25+49.82
27+04.74
27+63.19
28+85.56
30+29.78
31+53.18
31+83.49
33+58.05
END STA:
3+58.01
3+98.14
6+96.32
9+78.14
17+53.18
17+58.47
20+16.80
20+54.86
22+21.45
23+42.58
25+19.12
25+49.82
27+04.74
27+63.19
28+85.56
30+29.78
31+53.18
31+83.49
33+58.05
34+73.41
LENGTH
358.011
40.130
298.177
281.819
775.043
5.292
258.333
38.055
166.593
121.126
176.543
30.698
154.917
58.451
122.376
144.219
123.402
30.306
174.558
115.358
RADIUS
200.000
155.205
155.205
155.205
155.205
155.205
155.205
155.205
155.205
155.205
LINE/CHORD DIR.
N60° 28' 56.79"E
N66° 13' 50.17"E
N71° 58' 43.55"E
S56° 00' 10.29"E
S3° 59' 04.14"E
S3° 00' 27.82"E
S2° 01' 51.50"E
S4° 59' 35.74"W
S12° 01' 02.97"W
S34° 22' 30.16"W
S56° 43' 57.35"W
S51° 03' 58.47"W
S45° 23' 59.59"W
S34° 36' 39.23"W
S23° 49' 18.88"W
S2° 47' 53.31"E
S29° 25' 05.50"E
S23° 49' 27.22"E
S18° 13' 48.94"E
S3° 03' 45.44"W
START NORTHING
916666.1866
916858.7226
916814.1632
916035.7096
915739.7234
915479.3271
915363.2250
915206.6259
914955.7553
914820.5851
START EASTING
2459037.8069
2459386.0139
2459872.4082
2459926.5407
2459932.3919
2459831.0394
2459659.5880
2459516.2786
2459473.6412
2459546.4761
END NORTHING
916842.5752
916950.9694
916040.9938
915777.5391
915576.7817
915382.4851
915254.4491
915094.6754
914848.2649
914654.7888
END EASTING
2459349.3498
2459669.5628
2459926.2630
2459935.6959
2459897.7056
2459683.4286
2459549.2830
2459466.8514
2459534.2539
2459601.0842
EXTENDED DITCH PLUG
NUMBER
L114
C105
L115
START STA:
34+73.41
36+75.71
38+03.92
END STA:
36+75.71
38+03.92
40+86.31
LENGTH
202.305
128.209
282.388
RADIUS
155.205
LINE/CHORD DIR.
S24° 21' 19.82"W
S48° 01' 13.72"W
S71° 41' 07.63"W
START NORTHING
914542.2290
914274.5908
START EASTING
2459595.0618
2459419.0099
END NORTHING
914357.9279
914185.8550
END EASTING
2459511.6317
2459150.9259
T I L
L E
R Y
S T
A K
E O
U
CN-101
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 59
VERIFY SCALE
Value
SCALE AS SHOWN
W E
T L
A N
D
R
E S
E R
O
G R
A M
N a t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
ISSUED FOR BID / CONSTRUCTION 07/14/2014
D S
G N
D
R
C H
K
A P
V D
D
A T
E
J D
H J D
H S
D L
T L R
J D
H
N o
D E
S C
R I P
T I O
N A
P V
D B
Y D
A T
E
I S
S U
O N
S T
R U
C T
I O
N
J D
H
R e v
I S
S E
D
F
N
S T
R U
C T
I O
N
J D
H
SOUTH STREAM
NUMBER
L89
C84
L88
C83
L87
C82
L86
C81
L85
C80
L84
C79
L83
C78
L82
C77
L81
C76
L80
C75
L79
START STA:
0+00
0+71.12
1+07.35
1+76.35
2+32.10
2+79.34
3+23.45
3+83.59
4+48.12
5+03.92
5+68.76
6+33.80
6+87.72
7+72.56
8+51.62
9+30.82
9+61.17
10+58.94
11+48.04
12+16.82
12+38.02
END STA:
0+71.12
1+07.35
1+76.35
2+32.10
2+79.34
3+23.45
3+83.59
4+48.12
5+03.92
5+68.76
6+33.80
6+87.72
7+72.56
8+51.62
9+30.82
9+61.17
10+58.94
11+48.04
12+16.82
12+38.02
12+89.93
LENGTH
71.116
36.236
68.996
55.750
47.239
44.114
60.139
64.530
55.805
64.831
65.047
53.919
84.844
79.053
79.206
30.351
97.768
89.093
68.787
21.195
51.915
RADIUS
40.000
30.000
20.000
30.000
30.000
30.000
50.000
20.000
50.000
20.000
LINE/CHORD DIR.
S66° 46' 15.15"E
N87° 16' 37.38"E
N61° 19' 29.91"E
S65° 26' 16.74"E
S12° 12' 03.39"E
S75° 23' 21.68"E
N41° 25' 20.04"E
S76° 57' 22.37"E
S15° 20' 04.78"E
S77° 14' 38.58"E
N40° 50' 47.62"E
S87° 39' 54.23"E
S36° 10' 36.08"E
S81° 28' 15.15"E
N53° 14' 05.78"E
S83° 17' 27.47"E
S39° 49' 00.72"E
N89° 08' 12.16"E
N38° 05' 25.03"E
N68° 26' 58.01"E
S81° 11' 29.02"E
START NORTHING
915741.1261
915714.7406
915727.8674
915672.6906
915705.8717
915640.3663
915687.6592
915608.6322
915652.8248
915578.9013
915640.4653
START EASTING
2457125.4192
2457225.7399
2457329.9916
2457374.5204
2457465.7361
2457532.1199
2457621.5729
2457741.9411
2457832.7257
2457973.0868
2458034.3251
END NORTHING
915713.0775
915747.8478
915681.6958
915717.7861
915652.0536
915689.5720
915619.1732
915656.0400
915577.7296
915633.0393
915632.5154
END EASTING
2457190.7699
2457286.2740
2457339.9750
2457414.3086
2457480.4941
2457574.6630
2457671.6543
2457805.3931
2457895.3301
2458015.5216
2458085.6276
SOUTH STREAM
NUMBER
C74
L78
C73
L77
C72
L76
C71
L75
C70
L74
C69
L73
C68
L72
C67
L71
C66
L70
C65
L69
C64
START STA:
12+89.93
13+14.53
13+68.14
13+91.82
14+50.17
14+72.16
15+23.01
15+50.03
16+06.90
16+35.50
16+93.62
17+19.79
17+70.88
17+88.35
18+51.61
19+53.37
20+04.54
20+59.58
21+22.63
21+54.60
22+26.32
END STA:
13+14.53
13+68.14
13+91.82
14+50.17
14+72.16
15+23.01
15+50.03
16+06.90
16+35.50
16+93.62
17+19.79
17+70.88
17+88.35
18+51.61
19+53.37
20+04.54
20+59.58
21+22.63
21+54.60
22+26.32
23+04.50
LENGTH
24.602
53.607
23.674
58.351
21.991
50.853
27.015
56.875
28.595
58.124
26.172
51.090
17.467
63.262
101.760
51.173
55.036
63.051
31.972
71.715
78.178
RADIUS
20.000
20.000
20.000
20.000
20.000
20.000
20.000
40.000
30.000
20.000
40.000
LINE/CHORD DIR.
S45° 57' 07.85"E
S10° 42' 46.67"E
S44° 37' 25.11"E
S78° 32' 03.56"E
N69° 57' 57.20"E
N38° 27' 57.95"E
N77° 09' 45.78"E
S64° 08' 26.39"E
S23° 10' 51.88"E
S17° 46' 42.63"W
S19° 42' 35.56"E
S57° 11' 53.74"E
S82° 13' 02.19"E
N72° 45' 49.36"E
S34° 21' 21.04"E
S38° 31' 28.56"W
S14° 01' 52.13"E
S66° 35' 12.82"E
S20° 47' 25.31"E
S25° 00' 22.20"W
S30° 59' 04.06"E
START NORTHING
915616.4690
915547.9128
915543.4736
915588.8463
915539.9355
915461.6695
915431.7013
915387.3291
915301.0789
915249.2175
START EASTING
2458102.2164
2458127.8572
2458204.6789
2458260.6945
2458322.1960
2458312.6587
2458372.3636
2458475.9310
2458455.6073
2458523.6450
END NORTHING
915563.7959
915536.3138
915583.2900
915564.0396
915484.5872
915433.9921
915450.4467
915347.2943
915276.0251
915184.2245
END EASTING
2458112.1814
2458185.0437
2458236.3117
2458311.8744
2458304.4485
2458355.6027
2458432.7849
2458444.0579
2458513.4669
2458493.3297
SOUTH STREAM
NUMBER
L68
C63
L67
C62
L66
C61
L65
C60
L64
C59
L63
C58
L62
C57
L61
C56
L60
C55
L59
C54
L58
START STA:
23+04.50
23+55.85
24+31.54
24+78.25
25+23.84
25+79.05
26+57.17
27+12.06
27+68.34
28+18.97
28+51.18
29+76.70
29+92.55
30+62.70
31+01.59
31+90.42
32+31.57
33+02.21
33+40.61
34+16.06
35+26.67
END STA:
23+55.85
24+31.54
24+78.25
25+23.84
25+79.05
26+57.17
27+12.06
27+68.34
28+18.97
28+51.18
29+76.70
29+92.55
30+62.70
31+01.59
31+90.42
32+31.57
33+02.21
33+40.61
34+16.06
35+26.67
36+23.94
LENGTH
51.350
75.692
46.711
45.590
55.210
78.122
54.890
56.280
50.631
32.209
125.516
15.857
70.147
38.886
88.830
41.150
70.643
38.402
75.445
110.613
97.269
RADIUS
40.000
20.000
40.000
30.000
30.000
30.000
30.000
30.000
30.000
50.000
LINE/CHORD DIR.
S86° 58' 30.33"E
S32° 45' 52.46"E
S21° 26' 45.40"W
S43° 51' 25.85"E
N70° 50' 22.90"E
S53° 12' 34.61"E
S2° 44' 27.89"W
S51° 00' 09.97"E
N75° 15' 12.18"E
S73° 59' 20.47"E
S43° 13' 53.12"E
S28° 05' 21.27"E
S12° 56' 49.43"E
S24° 11' 10.39"W
S61° 19' 10.22"W
S22° 01' 25.91"W
S17° 16' 18.40"E
S53° 56' 35.98"E
N89° 23' 06.44"E
S27° 14' 18.08"E
S36° 08' 17.39"W
START NORTHING
915127.3716
915070.0927
915000.4117
914978.8353
914893.5619
914897.9863
914792.7097
914691.3050
914613.4470
914524.8979
914446.2237
START EASTING
2458527.4694
2458613.8672
2458621.9683
2458727.2028
2458762.1799
2458840.6374
2458933.9884
2458934.8654
2458842.6847
2458892.6282
2459008.9853
END NORTHING
915124.6619
915026.6163
915018.5324
914924.0084
914906.4498
914806.5366
914724.3458
914648.6734
914545.9890
914525.7075
914367.6695
END EASTING
2458578.7475
2458596.7888
2458674.1201
2458724.5779
2458811.1433
2458926.6089
2458949.7050
2458856.9342
2458863.6591
2458968.0689
2458951.6224
SOUTH STREAM
NUMBER
C53
L57
C52
L56
C51
START STA:
36+23.94
36+80.82
37+69.32
38+59.27
39+24.70
END STA:
36+80.82
37+69.32
38+59.27
39+24.70
39+76.11
LENGTH
56.883
88.502
89.949
65.425
51.415
RADIUS
30.000
50.000
50.000
LINE/CHORD DIR.
S18° 10' 52.88"E
S72° 30' 03.14"E
S20° 57' 49.31"E
S30° 34' 24.52"W
S1° 06' 54.00"W
START NORTHING
914321.3658
914221.6359
START EASTING
2458966.8296
2459079.2500
END NORTHING
914294.7541
914165.3068
END EASTING
2459051.2357
2459045.9722
SOUTH PATHWAY
NUMBER
L102
C94
L103
START STA:
0+00
0+48.67
1+27.31
END STA:
0+48.67
1+27.31
1+97.62
LENGTH
48.672
78.641
70.303
RADIUS
80.000
LINE/CHORD DIR.
S2° 42' 57.23"W
S30° 52' 37.27"W
S59° 02' 17.31"W
START NORTHING
914967.3412
914853.9133
START EASTING
2458913.2533
2458872.1942
END NORTHING
914918.7234
914817.7447
END EASTING
2458910.9470
2458811.9087
OFFLINE CELL 01
NUMBER
L117
L118
L116
START STA:
0+00
0+47.25
0+87.97
END STA:
0+47.25
0+87.97
7+24.20
LENGTH
47.252
40.715
636.235
RADIUS LINE/CHORD DIR.
N81° 20' 47.52"E
N79° 05' 17.90"E
N72° 43' 58.35"E
START NORTHING
916247.0927
916254.2021
916261.9093
START EASTING
2458718.8373
2458765.5513
2458805.5303
END NORTHING
916254.2021
916261.9093
916450.7611
END EASTING
2458765.5513
2458805.5303
2459413.0913
DITCH BERM
NUMBER
L119
START STA:
0+00
END STA:
1+64.05
LENGTH
164.051
RADIUS LINE/CHORD DIR.
N3° 11' 43.47"W
START NORTHING
915741.1261
START EASTING
2457125.4192
END NORTHING
915904.9217
END EASTING
2457116.2748
T I L
L E
R Y
S T
A K
E O
U
CN-101
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 59
VERIFY SCALE
Value
SCALE AS SHOWN
W E
T L
A N
D
R
E S
E R
O
G R
A M
N a t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
SOIL BORING DATA
Soil Boring Layer Depth
Soils Classification
Layer Depth
Soils Classification
Layer Depth
Soils Classification
Layer Depth
Soils Classification
TH # 1 0" - 1" TOPSOIL 1" - 24" CL 24" - 48" CL
TH # 2 0" - 2" TOPSOIL 2" - 24" CL
TH # 3 0" - 5" ML 5" - 22" ML 22" - 36" CL 36" - 53" CL
TH # 4 0" - 7" ML 7" - 36" CL
TH # 5 0" - 8" ML 8" - 24" SM 24" - 36" SC 36" - 48" CL
TH # 6 0" - 1" ML 1" - 36" SM 36" - 48" SM 48" - 54" CL
TH # 7 0" - 13" ML 13" - 30" CL 30" - 38" CH
ISSUED FOR BID / CONSTRUCTION 07/14/2014
D S
G N
D
R
C H
K
A P
V D
D
A T
E
J D
H J D
H S
D L
T L R
J D
H
N o
D E
S C
R I P
T I O
N A
P V
D B
Y D
A T
E
I S
S U
O N
S T
R U
C T
I O
N
J D
H
R e v
I S
S E
D
F
N
S T
R U
C T
I O
N
J D
H
ZONE 4 PLANTING PLAN
SEEDING MIX*
COMMON NAME
SCIENTIFIC NAME PERCENTAGE
Redtop panicgrass Panicum rigidulum
15%
Smartweed
Polygonum pensylvanicum
15%
Leathery Rush
Juncus coriaceus 15%
Soft rush Juncus effusus 15%
Finged Sedge
Carex crinite 5%
Rice Cutgrass Leersia oryzoides
5%
Hop Sedge Carex lupulina
5%
Nodding Sedge Carex gynandra
5%
Pickerelweed Pontedria cordata 5%
Scarlet Rose Mallow Hibiscus coccineus 5%
Lizard tail Saururus cernuus 5%
Cardinal flower Lobelia cardinalis 2.5%
Arrow arum
Peltandra virginica
2.5%
*SEED AT 25 LBS (PLS) TO ACRE
NURSE CROP SEED
AUG. 15 - APR 15
COMMON NAME SCIENTIFIC NAME RATE
Wheat
Triticum aestivum 40 LBS
APR 15 - AUG 15
COMMON NAME SCIENTIFIC NAME RATE
Browntop millet Urochloa ramosa 60 LBS
TREE SEEDLINGS**
COMMON NAME
SCIENTIFIC NAME PERCENTAGE
Bald cypress
Taxodium distichum
60%
Blackgum Nyssa sylvatica var biflora
40%
**TREE STOCKING RATE SHALL BE 600 STEMS PER ACRE
***SEE CONSTRUCTION SPEC FOR APPROVED OAK SPECIES
ZONE 3 PLANTING PLAN
SEEDING MIX*
COMMON NAME
SCIENTIFIC NAME PERCENTAGE
Redtop panicgrass Panicum rigidulum
15%
Smartweed
Polygonum pensylvanicum
15%
Leathery Rush
Juncus coriaceus 15%
Soft rush Juncus effusus 15%
Finged Sedge
Carex crinite 5%
Rice Cutgrass Leersia oryzoides
5%
Hop Sedge Carex lupulina
5%
Nodding Sedge Carex gynandra
5%
Pickerelweed Pontedria cordata 5%
Scarlet Rose Mallow Hibiscus coccineus 5%
Lizard tail Saururus cernuus 5%
Cardinal flower Lobelia cardinalis 2.5%
Arrow arum
Peltandra virginica
2.5%
*SEED AT 25 LBS (PLS) TO ACRE
NURSE CROP SEED
AUG. 15 - APR 15
COMMON NAME SCIENTIFIC NAME RATE
Wheat
Triticum aestivum 40 LBS
APR 15 - AUG 15
COMMON NAME SCIENTIFIC NAME RATE
Browntop millet Urochloa ramosa 60 LBS
LIVE STAKES**
COMMON NAME
SCIENTIFIC NAME PERCENTAGE
Beautyberry Callicarpa americana
15%
Elderberry Sambucus nigra
30%
Buttonbush
Cephalanthus occidentalis
20%
Redosier dogwood
Cornus serciea 15%
Silky dogwood
Cornus amomum 20%
**LIVE STAKES SHALL BE PLANTED 3 FT O.C. PER DETAIL
T I L
L E
R Y
P L
A N
T I
T
A I L
S
CN-101
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 59
VERIFY SCALE
Value
SCALE AS SHOWN
W E
T L
A N
D
R
E S
E R
O
G R
A M l e n g t h
EXISTING SLOPE
OR NEW
STAKES
IN - 2 IN DIA. X 3 FT
LENGTH SPACED 3.0 FT O.C. (TRIANGULAR
SPACING) ANGLES AT 45° TO DOWNSTREAM FLOW
45° CUT
TOP OF SLOPE
PLAN VIEW
NOTES:
1. ACCEPTABLE SPECIES: SEE CONSTRUCTION SPECIFICATIONS
2. INSTALL PER CONSTRUCTION SPECIFICATIONS.
3. USE
IN -3/4 IN REBAR FOR PILOT HOLES PRIOR TO DRIVING LIVE STAKES INTO
GROUND
4. DRIVE LIVE STAKE 3/4 OF ITS LENGTH INTO THE GROUND
5. RECUT ANY LIVE STAKE TIPS DAMAGED BY INSTALLATION
6. STAKES TO BE
IN TO 2 IN DIAMETER, 3 FT LONG
7. 6 INCH MINIMUM TO REMAIN ABOVE GROUND.
3 ft
3 ft
FLOW
45°
TOE OF SLOPE 6
M
N
T
Y
P
PROPOSED SLOPE
WITH ECM
PLAN VIEW
TUBELING
EX. SLOPE
ECM
FIRMLY PACK SOIL
AROUND THE BASE OF
THE TUBELING, SO THAT
NO AIR POCKET REMAIN.
NOTES:
1. SEE PLANTING SCHEDULE FOR DESIRABLE SPECIES AND SIZE.
2. SPACE AT 3.0' O C. (TRIANGULAR SPACING).
3. ALL TUBELINGS SHALL COMPLY WITH THE RECOMMENDATIONS AND REQUIREMENTS OF ANSI
Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK."
4. CUT AND FOLD BACK SLOT IN MAT TO INSTALL TUBELING. SEAL SLOT WITH COMPOST AND
STAPLE. ALLOW 6" DIAMETER AROUND TUBELING WITH NO ECM.
5. PLANT THE ROOT BALL SLIGHTLY DEEPER THAN IT WAS IN THE TUB.
TOP OF SLOPE
3 ft
3 ft
FLOW
45°
6 INCH MINIMUM TO REMAIN ABOVE GROUND.
LIVE STAKE DETAILS
(NTS)
TUBELING DETAILS
(NTS)
INSTALL PLANTS WHERE
CROWN IS FLUSH
WITH SOIL SURFACE
CUT AND REMOVE ANY
COVERING AROUND ROOTS
GENERAL PLANTING NOTES:
1. DO NOT COMPACT TOPSOIL, TO PROMOTE HEALTHY
ENVIRONMENTAL CONDITIONS FOR THE PLANTS.
2. PLANTS OF THE SAME SPECIES SHOULD BE PLANTED IN CLUSTERS,
THESE CLUSTERS SHOULD CONTAIN (5) FIVE PLANTS OF THAT
SPECIES. NO MORE THAN ONE (1) CLUSTER OR FIVE (5) PLUGS OF
THE SAME SPECIES WITHIN A 10 FT BY 10 FT GRID.
3. ALL PLANTS SHOULD BE PLANTED IN THE INDICATED RANGE TO
ENSURE SURVIVAL.
TYPICAL PLANTING DETAIL
(NTS.)
AMENDED TOPSOIL
(TYP.) 0.5 FT. DEEP
EXISTING SOIL
TWICE ROOT DIAMETER
GENERAL PLANTING NOTES:
SEEDING TEMPORARY & PERMANENT
SEEDING SHALL BE IN ACCORDANCE WITH CONSTRUCTION
SPECIFICATION 006 - SEEDING, SPRIGGING, AND MULCHING.
DELIVERY TICKETS SHOWING QUALITY OF MATERIALS SHALL BE
FURNISHED TO THE ENGINEER NE (1) WEEK PRIOR TO USING
MATERIALS FOR APPROVAL.
AREAS TO BE SEEDED SHALL BE DRESSED TO A SMOOTH, FIRM
SURFACE. ON SITES WHERE EQUIPMENT CAN OPERATE ON SLOPES
SAFELY, THE SEEDBED SHALL BE ADEQUATELY LOOSENED (4 TO 6
INCHES DEEP) AND SMOOTHED. DEPENDING ON SOIL AND
MOISTURE CONDITIONS, DISKING OR CULTIPACKING, OR BOTH, MAY
BE NECESSARY TO PROPERLY PREPARE A SEEDBED. WHERE
EQUIPMENT CANNOT OPERATE SAFELY, THE SEEDBED SHALL BE
PREPARED BY HAND METHODS BY SCARIFYING TO PROVIDE A
ROUGHENED SOIL SURFACE SO THAT BROADCAST SEED WILL
REMAIN IN PLACE.
FERTILIZER, LIME, AND OTHER SOIL AMENDMENTS SHALL BE
APPLIED AS SPECIFIED IN SPECIFICATIONS. THE FERTILIZER AND
SOIL AMENDMENTS SHALL BE THOROUGHLY INCORPORATED INTO
THE SOIL IMMEDIATELY FOLLOWING SURFACE APPLICATION.
ALL DISTURBED AREAS SHALL BE SEEDED WHEN THEY ARE
EXPECTED TO BE BARE OF GROUND OVER FOR MORE THAN 15
CALENDAR DAYS; WHERE ACTIVE CONSTRUCTION IS NOT BEING
UNDERTAKEN, OR AS DIRECTED BY THE ENGINEER/INSPECTOR.
THESE AREAS SHALL BE SEEDED (TEMPORARY SEED MIX) AT THE
END OF EACH DAY UNLESS OTHERWISE DIRECTED BY THE
ENGINEER/INSPECTOR.
SEEDING (PERMANENT SEED MIX) SHALL BE ACCOMPLISHED WITHIN
TWO (2) DAYS AFTER FINAL GRADING IS COMPLETED AND
APPROVED BY THE ENGINEER.
HYDROSEEDING: USE EQUIPMENT SPECIFICALLY DESIGNED FOR
MIXING WOOD FIBER, SEED, FERTILIZER, TACKIFIER AND DYE, AND
APPLYING THE SLURRY UNIFORMLY OVER THE AREAS TO BE
HYDROSEEDED. MIX FERTILIZER AS REQUIRED INTO THE
HYDROSEEDING SLURRY. MIX SEED INTO THE SLURRY AT RATES IN
ACCORDANCE WITH TABLE BELOW. ENSURE THAT THE DYE DOES
NOT CONTAIN GROWTH OR GERMINATION INHIBITING CHEMICALS.
WHEN POLYACRYLAMIDE IS USED AS PART OF HYDROSEEDING MIX,
ONLY ANIONIC POLYMER FORMULATION WITH FREE ACRYLAMIDE
MONOMER RESIDUAL CONTENT OF LESS THAN 0.05% IS ALLOWED.
CATIONIC POLYACRYLAMIDE SHALL NOT BE USED IN ANY
CONCENTRATION. CONTRACTOR SHALL SUBMIT SLURRY MIX TO
PROJECT ENGINEER TWO (2) WEEKS IN ADVANCE FOR APPROVAL.
HYDROSEEDING MULCH: SHALL BE APPLIED TO ALL SEEDED AREAS
AT THE RATE OF 3,500 LBS. PER ACRE. USE BONDED/ENGINEERED
FIBER MATRIX, MULCH SHALL MEET THE PERFORMANCE
SPECIFICATIONS IN TABLE 2 OF THE CONSTRUCTION
SPECIFICATIONS UNLESS OTHERWISE APPROVED BY PROJECT
ENGINEER. ALL COMPONENTS OF THE EFM SHALL BE
PRE-PACKAGED BY THE MANUFACTURER TO ASSURE BOTH
MATERIAL PERFORMANCE AND COMPLIANCE WITH THE FOLLOWING
VALUES. NO CHEMICAL ADDITIVES WITH THE EXCEPTION OF
FERTILIZER, SOIL PH MODIFIERS, EXTENDED-TERM DYES AND
BIOSTIMULANT MATERIALS SHOULD BE ADDED TO THIS PRODUCT.
LIVE STAKES
LIVE STAKES SHALL BE IN ACCORDANCE WITH CONSTRUCTION
SPECIFICATION 402 - LIVE STAKES.
THREE (3) WEEKS PRIOR TO INSTALLATION OF LIVE STAKES
CONTRACTOR SHALL SUBMIT A ROPOSED HARVESTING AND
CONSTRUCTION SCHEDULE, INCLUDING SOURCE OF SUPPLY OF
LIVE CUTTING, TO PROJECT ENGINEER FOR REVIEW AND
APPROVAL. NO WORK SHALL BE PERFORMED UNTIL PROJECT
ENGINEER APPROVES THE SOURCE AND SCHEDULE. HARVESTING,
TRANSPORTING, AND INSTALLATION SHALL TAKE PLACE WHEN
PLANTS ARE DORMANT (DECEMBER 1 THROUGH APRIL 1). IF DUE
TO CONSTRUCTION SCHEDULING LIVE STAKES CANNOT BE USED
BASED ON THE TIMEFRAMES SET ABOVE, LIVE TUBELINGS OF THE
SAME SPECIES MAY BE SUBSTITUTED WITH APPROVAL FOR THE
PROJECT ENGINEER.
PLANT MATERIALS SHALL BE FROM SOURCES THAT ORIGINATED
WITHIN PLANT HARDINESS ZONES OR 8. LIVE CUTTINGS FOR LIVE
STAKES SHALL BE 0.75 INCHES TO 2.0 INCHES IN DIAMETER AND 3
FEET IN LENGTH. SIDE BRANCHES SHALL BE REMOVED AND BARK
LEFT INTACT PRIOR TO INSTALLATION. BUDS ON THE STAKES
SHALL BE ORIENTED IN AN UPWARD POSITION. CONTRACTOR
SHALL SCRAPE A PORTION OF THE CAMBIUM LAYER OFF EACH LIVE
STAKE AT THE BASAL END APPROXIMATELY TWO (2) INCHES IN
LENGTH BY 0.25 INCHES WIDE TO STIMULATE ROOT GROWTH. THE
BASAL ENDS SHALL BE DIPPED IN A ROOT STIMULATING GROWTH
HORMONE APPROVED BY THE PROJECT ENGINEER. THE BASAL
ENDS SHALL BE TAPERED TO A POINT FOR EASY INSERTION INTO
THE SOIL. THE TOP SHALL BE CUT SMOOTH AND SQUARE.
THE TOPS OF THE LIVE STAKES SHALL BE PAINTED WITH LATEX
TREE MARKING PAINT TO ENSURE CORRECT PLANTING DIRECTION.
MARK SPECIES WITH DIFFERENT COLORS. LIVE STAKE CUTTINGS
SHALL CONSIST OF THE SPECIES AS LISTED ON THE
CONSTRUCTION DRAWINGS.
LIVE STAKE INSTALLATION - LIVE STAKES SHOULD BE INSTALLED
FROM DECEMBER 1- MAY 1. DRIVE LIVE STAKES INTO THE GROUND
SO THAT SIXTY PERCENT (75%) OF THE STAKE IS BELOW THE
GROUND SURFACE. FOR EASY INSERTION INTO THE SOIL THE
BOTTOM END OF THE STAKE SHOULD BE CUT AT AN ANGLE OF 30
TO 45 DEGREES. TO ENSURE A FLAT SURFACE FOR HAMMERING
INTO THE SLOPE, THE TOP SHOULD BE CUT AT 90-DEGREE ANGLE.
FOR LARGER BRANCHES THE USE OF PRUNING SHEARS OR POWER
SAW MAY BE NECESSARY. ALL BUDS OF THE LIVE BRANCH SHOULD
BE FACED UPWARDS DURING TAKING. AS SHOWN IN THE DETAILED
PLAN ABOVE. THE CONTRACTOR SHALL USE A DEADPAN HAMMER
FOR DRIVING THE STAKE DIRECTLY INTO THE GROUND OR DRIVE A
PILOT HOLE, SMALLER IN DIAMETER THEN THE LIVE STAKE, AND
THEN DRIVING THE LIVE STAKE INTO THE PILOT HOLE.
CONTRACTOR SHALL STAGGER SPECIES AS DIRECTED BY PROJECT
ENGINEER.
CONTRACTOR SHALL WARRANTY LIVE STAKES SURVIVAL AT THE
END OF YEAR 1 (ONE). SURVIVAL RATE SHALL BE NO LESS THAN
85%, AS ASSESSED BY THE TEST PLOT METHOD DESCRIBED IN THE
CONSTRUCTION SPECIFICATIONS. CONTRACTOR AT THEIR OWN
EXPENSE SHALL REMEDIATE ANY AREAS FAILING TO MEET 85%
MINIMUM.
THE NRCS PROJECT ENGINEER SHALL MAKE A FINAL INSPECTION
WITH THE CONTRACTOR TO ENSURE ALL LIVE STAKES HAVE BEEN
INSTALLED ACCORDING TO THE SPECIFICATION, PLANS, AND
DETAILS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CORRECTING ALL DEFICIENCIES WITHIN TEN (10) CALENDAR DAYS
OF THE INSPECTION. THE NRCS PROJECT ENGINEER AND
CONTRACTOR PRIOR TO FINAL COMPLETION SHALL PERFORM A
FINAL INSPECTION OF THE CORRECTED ACTIONS.
TREE SEEDLINGS
TREE SEEDLINGS SHALL BE IN ACCORDANCE WITH CONSTRUCTION
SPECIFICATION 400 - TREE PLANTING.
HARVESTING, TRANSPORTING, AND INSTALLATION SHALL TAKE
PLACE WHEN PLANTS ARE DORMANT (DECEMBER 1 THROUGH
APRIL 1); UNLESS OTHERWISE DIRECTED BY PROJECT ENGINEER.
CONTRACTOR SHALL WARRANTY TREE SURVIVAL AT THE END OF
YEAR 1 (ONE). SURVIVAL RATE SHALL BE NO LESS THAN 85%, AS
ASSESSED BY THE TEST PLOT METHOD DESCRIBED IN THE
CONSTRUCTION SPECIFICATIONS. CONTRACTOR AT THEIR OWN
EXPENSE SHALL REMEDIATE ANY AREAS FAILING TO MEET 85%
MINIMUM.
CONTRACTOR SHALL SUBMIT TO PROJECT ENGINEER FIVE (5) LIVE
SEEDLINGS OF EACH SPECIES ABOVE, FOUR (4) WEEKS PRIOR TO
PLANTING FOR APPROVAL. CONTRACTOR SHALL NOT PLANT ANY
SEEDLINGS UNTIL PROJECT ENGINEER APPROVES OF SUBMITTED
SEEDLING STOCK. SUBMITTAL SHALL BE MADE IN AN APPROVED
NURSERY TREE BAG ALONG WITH SEEDLING AND NURSERY
INFORMATION. SEEDLINGS SHALL BE CLEARLY MARKED FOR
IDENTIFICATION PURPOSES.
NO MATERIAL SHALL BE PLANTED WHEN THE GROUND OR BACKFILL
IS IN A FROZEN CONDITION, OR CONDITIONS ARE UNUSUALLY WET,
AS DETERMINED BY THE NRCS CONTRACTING OFFICER'S
TECHNICAL REPRESENTATIVE (COTR).
ALL SEEDLINGS SHALL HAVE AT LEAST 5 PRIMARY ROOTS 1/10
DIAMETER OR LARGER. ROOTS SHALL BE PRUNED TO A LENGTH OF
8 INCHES, AS NECESSARY. CONTRACTOR SHALL NOT REMOVE
LATERAL ROOTS FROM REMAINING PRIMARY ROOT SYSTEM.
SEEDLINGS SHALL BE PLANTED ON A 12 FT BY 12 FT OR 8.5 FT BY
8.5FT GRID UNIFORMLY YIELDING 302 OR 600 SEEDLINGS PER ACRE
DEPENDING ON ZONE. SEEDLINGS SHALL BE PLANTED IN ZONES IN
ACCORDANCE WITH CONSTRUCTION DRAWINGS.
SHALL BE PLANTED IN A HOLE MADE WITH A TREE PLANTING BAR,
DIBBLE, MATTOCK, OR OTHER APPROPRIATE TOOL. THE HOLE
SHALL BE LARGE ENOUGH TO ACCOMMODATE THE ENTIRE ROOT
SYSTEM. EACH SEEDLING SHALL BE PLANTED AT THE SAME DEPTH
AS IT GREW IN THE NURSERY. EACH SEEDLING SHALL BE GIVEN A
LIGHT TUG TO ENSURE PROPER PLANTING. ANY SEEDLING NOT
SNUG MUST BE RESET. SEEDLINGS SHALL BE KEPT MOIST UNTIL
PLANTED. SEEDLINGS THAT ARE TO BE PLANTED LATER IN THE DAY
SHALL BE KEPT IN THE BAG OR CONTAINER AND LEFT IN A COOL,
MOIST, SHADY AREA. SEEDLINGS SHALL BE STORED IN A COOLER
THAT MAINTAINS A TEMPERATURE BETWEEN 35 DEGREES AND 55
DEGREES FAHRENHEIT.
SEEDLINGS MAY BE FIELD STORED IN A SHED, BARN OR DENSE
SHADE FOR UP TO 7 CALENDAR DAYS WHEN THE TEMPERATURE
ADJACENT TO THE SEEDLINGS CAN BE MAINTAINED FROM 30
DEGREES TO 60 DEGREES FAHRENHEIT THROUGHOUT THE FIELD
STORAGE PERIOD.
INSPECTION OF SEEDLING QUALITY BY THE NRCS SHALL BE
PERFORMED UNDER THIS CONTRACT PRIOR TO OR AT THE
BEGINNING OF THE PLANTING OF THE SEEDLINGS. THE NRCS
SHALL BE GIVEN AT LEAST ONE (1) WEEK NOTICE OF THE
ANTICIPATED ARRIVAL OF SEEDLINGS AND PLANTING CREW TO
EACH SITE TO FACILITATE THE COMPLETION OF THIS INSPECTION
REQUIREMENT. INSPECTION OF THE TREE PLANTING BY THE NRCS
SHALL BE PERFORMED UNDER THIS CONTRACT BY MEASURING
SAMPLE PLOTS. IN THE EVENT A SAMPLE PLOT FAILS TO MEET
CONTRACT REQUIREMENTS, THE CONTRACTOR WILL BE REQUIRED
TO RE-WORK THE REPRESENTATIVE AREA PRIOR TO
RE-INSPECTION. THE RE-INSPECTION SAMPLE PLOT SHALL NOT BE
THE ORIGINAL SAMPLE PLOT.
N a t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
ZONE 1 PLANTING PLAN
WETLAND PLUGS
COMMON NAME
SCIENTIFIC NAME SPACING PERCENTAGE
Soft Rush
Juncus effusus 2 FT O.C. 20.0%
Swamp milkweed Asclepias incarnata
2 FT O.C. 15.0%
Three-square sedge Scirpus pungens
2 FT O.C. 10.0%
Joe pye weed
Eutrochium dubium 2 FT O.C. 7.5%
Cardinal flower
Lobelia cardinalis 2 FT O.C. 7.5%
Arrow arum
Peltandra virginica
2 FT O.C. 7.5%
Pickerelweed
Pontedria cordata 2 FT O.C. 7.5%
Ironweed
Vernonia noveboracensis 2 FT O.C. 7.5%
Swamp Sunflower Helianthus angustifolius
2 FT O.C. 5.0%
Longleaf Lobelia Lobelia elongata
2 FT O.C. 5.0%
Sugar Cane Plumegrass Saccharum giganteum
2 FT O.C. 2.5%
Duck Potato
Sagittaria latifolia
2 FT O.C. 2.5%
Elderberry Sambucus nigra
2 FT O.C. 2.5%
ZONE 2 PLANTING PLAN
SEEDING MIX*
COMMON NAME
SCIENTIFIC NAME PERCENTAGE
Redtop panicgrass Panicum rigidulum
20.0%
Switch grass
(Shelter, Alamo, or Blackwell)
Panicum virgatum
20.0%
Eastern Gamagrass Tripsacum dactyloides
20.0%
Blackeyed Susan
Rudbeckia hirta 10.0%
Big bluestem Andropogon gerardii
7.5%
Little bluestem
Schizachyrium scoparium
7.5%
Deer Tongue
Dichanthelium clandestinum 5.0%
Fowl mannagrass Glyceria striata
5.0%
Smooth Oxeye sunflower Heliopsis helianthoides
5.0%
*SEED AT 25 LBS (PLS) TO ACRE
NURSE CROP SEED
AUG. 15 - APR 15
COMMON NAME SCIENTIFIC NAME RATE
Wheat
Triticum aestivum 40 LBS
APR 15 - AUG 15
COMMON NAME SCIENTIFIC NAME RATE
Browntop millet Urochloa ramosa 60 LBS
ZONE 5 PLANTING PLAN
SEEDING MIX*
COMMON NAME
SCIENTIFIC NAME PERCENTAGE
Redtop panicgrass Panicum rigidulum
15.0%
Eastern Gamagrass Tripsacum dactyloides
15.0%
Soft rush
Juncus effusus 10.0%
Swamp Sunflower Helianthus angustifolius
7.5%
Smartweed
Polygonum pensylvanicum
7.5%
Blackeyed Susan
Rudbeckia hirta 7.5%
Big bluestem Andropogon gerardii
5.0%
Fox sedge Carex vulpinoidea
5.0%
Joe pye weed Eupatoriadelphus maculatus 5.0%
Lizard tail
Saururus cernuus 5.0%
Switch grass
(Shelter, Alamo, or
Blackwell)
Panicum virgatum
5.0%
Beautyberry Callicarpa americana
2.5%
Buttonbush
Cephalanthus occidentalis 2.5%
Scarlet Rose Mallow
Hibiscus coccineus 2.5%
Inkberry Ilex glabra
2.5%
Elderberry Sambucus nigra
2.5%
*SEED AT 25 LBS (PLS) TO ACRE
NURSE CROP SEED
AUG. 15 - APR 15
COMMON NAME SCIENTIFIC NAME RATE
Wheat
Triticum aestivum 40 LBS
APR 15 - AUG 15
COMMON NAME SCIENTIFIC NAME RATE
Browntop millet Urochloa ramosa 60 LBS
TREE SEEDLINGS**
COMMON NAME
SCIENTIFIC NAME PERCENTAGE
Bald cypress
Taxodium distichum
30%
Green Ash
Fraxinus pennsylvanica
20%
Oaks Quercus***
50%
**TREE STOCKING RATE SHALL BE 302 STEMS PER ACRE
***SEE CONSTRUCTION SPEC FOR APPROVED OAK SPECIES
ISSUED FOR BID / CONSTRUCTION 07/14/2014
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CN-101
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 59
VERIFY SCALE
Value
SCALE AS SHOWN
W E
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NOTES:
1. CONTRACTOR SHALL SUBMIT DE-WATERING PLAN TO NRCS ENGINEER
TWO (2) WEEKS PRIOR TO COMMENCING WORK.
2. EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND / OR ISOLATED
SECTIONS OF CHANNEL
3. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM
FLOW.
4. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED
IN ONE (1) WORK WEEK. A MAXIMUM OF 1000 FEET MAY BE DISTURBED AT ANY
ONE TIME.
5. THE PUMP-AROUND PUMP SHOULD ADEQUATELY CONVEY A MINIMUM OF 450
GALLONS / MINUTE.
6. PERFORMANCE q=450 GPM ONLY.
7. DISCHARGE SHALL BE KEPT OUTSIDE OF WORK AREA
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND:
1. INSTALL STILLING BASIN AND STABILIZED OUTFALL USING CLASS A RIP-RAP AT
THE DOWNSTREAM END OF THE DESIGNATED PROJECT WORKING AREA.
2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE
TEMPORARY PIPING THAT WILL CONVEY THE BASE FLOW FROM UPSTREAM OF
THE WORK AREA TO THE STABILIZED OUTFALL.
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR
STREAM DIVERSION.
4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND DEWATERING PUMPING
APPARATUS IF NEEDED TO DEWATER THE ENTRAPPED AREA. THE PUMP AND
HOSE FOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER THE
WORK AREA. THIS WATER WILL ALSO BE PUMPED TO AN OUTFALL STABILIZED
WITH CLASS A RIP-RAP.
5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN
ACCORDANCE WITH THE PLANS AND FOLLOW THE GENERAL CONSTRUCTION
SEQUENCE.
6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER
BEFORE REMOVAL OF THE IMPERVIOUS DIKE. WHEN DEWATERING AREA, ALL
DIRTY WATER MUST BE PUMPED THROUGH A SILT BAG. REMOVE IMPERVIOUS
DIKES, PUMPS AND TEMPORARY FLEXIBLE HOSE / PIPING STARTING WIT THE
DOWNSTREAM DIKE FIRST.
7. ONCE THE WORKING AREA IS COMPLETED, REMOVE ALL RIP-RAP AND
IMPERVIOUS DIKES AND STABILIZE DISTURBED AREAS WITH SEED AND MULCH.
FILTER FABRIC
CLASS A STONE
WORK AREA
DEWATERING PUMP
SILT BAG
STABILIZED OUTFALL
CLASS A STONE
IMPERVIOUS DIKE
IMPERVIOUS DIKE
CLASS A STONE
INTAKE HOSE
(TYP)
PUMP AROUND PUMP
DISCHARGE HOSE
(TYP)
8" CLASS A STONE
FILTER FABRIC
STABILIZED OUTFALL
CLASS A STONE
STREAM BED
EXISTING GRADE
DISCHARGE HOSE
SILT BAG
15' TO 20' BAG
1' MIN.
F
L
O
W
STREAM BED
STABILIZED OUTFALL
CLASS A STONE
FILTER FABRIC
EXISTING GRADE
SILT BAG
FILTER FABRIC
8" CLASS A STONE
STREAM DIVERSION PUMP AROUND DETAIL
(NTS.)
PUMP AROUND
(NTS.)
DEWATERING SECTION
(NTS.)
SECTION A-A
(NTS.)
A
A
IMPERVIOUS DIKE
DEAD TREES AND SCRUB OR INDER
GROWTH SHALL BE CUT FLUSH WITH
ADJACENT GRADE. NO GRUBBING
ALLOWED UNDER DRIP LINE.
TREE PROTECTION FENCE DETAIL
(NTS.)
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. SEDIMENT AND EROSION CONTROL PLAN SHALL SHOW THE
LOCATION OF ALL TREE PROTECTION FENCES.
3. REFER TO PLANTING SPECIFICATION FOR PLANTING DIRECTION.
ONE FOOT FOR EACH INCH OF
TRUNK DIAMETER (DBH). 6 FT. MIN.
WIDTH FOR 2 IN. CAL. TREES OR
SMALLER
PLAN VIEW OF ROOT ZONE
(NTS.)
FOR PRUNING SEE INTERNATIONAL
SOCIETY OF ARBORICULTURE
SPECIFICATIONS
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL
2. LETTERS TO BE 3 IN. MIN. CLEARLY LEGIBLE AND SPACED AS DETAILED. SEE
LETTERING DETAIL FOR PROPER SIGNAGE.
3. SIGNS TO BE PLACED 200 FT. O.C. MAX.
4. SIGNS TO BE PLACED AT EACH END AND 200 FT. O.C. THEREAFTER.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6. MAINTAIN FENCE THROUGHOUT DURATION OF PROJECT.
7. FOR SAFETY FENCE SIGN AS FOLLOWS: TREE PROTECTION AREA - DO NOT ENTER.
POSTS SHALL BE PAINTED 'T'-POST 1.33
lb/ LF STEEL.
HIVIS FLORESCENT YELLOW GREEN UV
RESISTANT, HIGH TENSILE STRENGTH
POLY FABRIC
8.0' O.C. MAX.
WATERPROOF SIGN
40"
3 IN
4 IN
4 IN
4 IN
3 IN
3 IN
SEE NOTES
M
I N
M
I N
1.75 IN X 1.75 IN STANDARD
SAFETY FENCING MAY BE USED
8' MAXIMUM SPACING WITH
WIRE SUPPORT FENCE; 6'
MAXIMUM SPACING WITHOUT
WIRE SUPPORT FENCE
4"x8" TRENCH W/
COMPACTED BACKFILL
PONDING HEIGHT
FLOW
F
L
O
W
24" MIN.
STEEL
ATTACH FILTER FABRIC
SECURELY TO UPSTREAM
SIDE OF POST
NOTES:
1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN
NECESSARY. 0.5 FT. MAXIMUM RECOMMENDED STORAGE HEIGHT.
3. REMOVED SEDIMENT SHALL BE DEPOSITED IN SPOIL AREA AS SHOWN ON CONSTRUCTION DRAWINGS.
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING
OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP
DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC
RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.
NTS
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE/EXIT
TRENCH DETAIL
A A
2"-3" COURSE AGGREGATE
MIN. 6" THICK
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
SECTION A-A
ROADWAY
SPILLWAY
FILTER FABRIC
2% O
R G
REATER
NOTE:
USE SANDBAGS, STRAW BALES
OR OTHER APPROVED METHODS
TO CHANNELIZE RUNOFF TO
BASIN AS REQUIRED.
STRAW BALES, SANDBAGS,
OR CONTINUOUS BERM OF
EQUIVALENT HEIGHT
SUPPLY WATER TO WASH
WHEELS IF NECESSARY
R O
A D
W A
Y
FLOW
FLOWFLOW
F
L O
W
F
L
O
W
20' MIN.
50' MIN.
PLAN
DIVERSION RIDGE
FILTER FABRIC SHALL BE IN ACCORDANCE
WITH CONSTRUCTION SPECIFICATIONS
STEEL POST MIN.
5 FT. POST. LENGTH (MIN.), 1.25 lbs./FT. WEIGHT (MIN.)
1 3/8 INCHES WIDE (MIN.), 14 SQ. INCHES ANCHOR PLATE
SURFACE AREA (MIN.)
MAX. SEDIMENT LEVEL 0.5 FT.
36" MIN.
ATTACH FABRIC TO POSTS IN
ACCORDANCE WITH CONSTRUCTION
SPECIFICATIONS
TURBIDITY CURTAIN DETAILS
(NTS)
U
S
A
" H.G.
BALLAST CHAIN
FOR WEIGHT
FLOTATION
CHAIN TENSIONED THROUGH
S.S. STRESS PLATES, VIA
HOOK AND RING CONNECTION
ANCHOR POINTS
CURTAIN MEMBRANE
ANCHOR POINTS
" GAL
CABLE
CHANNEL BOTTOM
FLOW DIRECTION
CHANNEL BANK
CHANNEL BANK
TURBIDITY CURTAIN
EXTENDS TO BOTTOM
OF CHANNEL
ANCHOR POINTS
ANCHOR POINTS
SECTION VIEW
PLAN VIEW
"INSTALL AND MAINTAIN TURBIDITY CURTAIN IN
ACCORDANCE WITH MANUFACTURES SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT TO ENGINEER THE PRODUCT
CUT SHEET, INSTALLATION SPECIFICATIONS, AS WELL AS A
MAINTENANCE PLAN/SCHEDULE FOR REVIEW AND
CONCURRENCE."
SILT FENCE
(NTS)
N a t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
ISSUED FOR BID / CONSTRUCTION 07/14/2014
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TYPICAL SECTION A-A
(NTS.)
PROFILE
(NTS.)
BANKFULL
SECURING BOLDER
SHALL BE A MINIMUM
OF 2' WIDE X 3' LONG
AND 1.5' THICK. (TYP.)
LOG BURIED IN BANKLOG EXPOSED
LOG
BURIED
BELOW
INVERT
S L O
P E
M A
X
TO TOP OF BANKFULL
I N
V E
P
R O
P
B A
N K
F U
L L
FILTER CLOTH
SCOUR POOL
BANKFULL
LOG EXPOSED
TOP VANE LOG
SECURING BOLDER
SHALL BE A MINIMUM
OF 2' WIDE X 3' LONG
AND 1.5' THICK. (TYP.)
SCOUR POOL
X1, Y1
X2, Y2
M
IN
X2, Y2
PROPOSED
BANKFULL
SECURING BOLDER
SHALL BE A MINIMUM
OF 2' WIDE X 3' LONG
AND 1.5' THICK. (TYP.)
EMBED 5' MIN.
TYPICAL SECTION B-B
(NTS.)
PROPOSED
BANKFULL
EMBED 3' MIN.
VANE LOG
FOOTER LOG
FILTER FABRIC
DEADMAN
B
B
ADDITIONAL FOOTER LOGS
AS REQUIRED TO FILL VOIDS
(ALL LOGS SHALL HAVE A MIN.
SIZE PER STRUCTURE TABLE)
ADDITIONAL FOOTER LOGS
AS REQUIRED TO FILL VOIDS
ADDITIONAL FOOTER LOGS
AS REQUIRED TO FILL VOIDS
ADDITIONAL FOOTER LOGS
AS REQUIRED TO FILL VOIDS
ROOTWAD
(3) DEADMAN ANCHOR
PER SPECIFICATIONS
(TYP.)
(3) DEADMAN ANCHOR
PER SPECIFICATIONS
(TYP.)
1/3 DISTANCE FROM
MIDDLE OF LOG (TYP.)
M
I N
T
Y
P
M
I D
D
I
G
TACK FILTER CLOTH
TO UPSTREAM SIDE
OF BOTTOM LOG
X1, Y1
FILTER FABRIC
DEADMAN
COMPONENT OF SINGLE ARM LOG VANE.
MIN. 14" DIA. ROOTWAD
SCOUR POOL SHALL EXTEND
UNDER LOG VANE STRUCTURE. (TYP.)
CONTRACTOR SHALL PROVIDE SMOOTH
TRANSITION BETWEEN BANFULL ELEVATION
AND TOP VANE LOG. CONTOURS SHOWN ON
PLAN SHEETS DEPICT SCOUR POOL ELEVATIONS.
CONTRACTOR SHALL INSTALL STREAM STRUCTURES
IN CORRECT LOCATION BASED ON DETAIL INFORMATION.
STRUCTURE TABLE INFORMATION IS PROVIDED AS A
REFERENCE ONLY.
MIN. 15°
MAX. 20°
A
A
TYPICAL SECTION A-A
(NTS.)
PROFILE
(NTS.)
RIFFLE GRADE CONTROL
(NTS.)
BANKFULL
PROPOSED
STREAM GRADE
GRADE CONTROL AREA
CLASS 1 NON-WOVEN
GEO - TEXTILE
RIFFLE GRADE CONTROL
CLASS "A" RIVER STONE
NON-BLOCKY
(SMOOTHED EDGE)
BANKFULL
PROPOSED
BANKFULL
RIFFLE GRADE CONTROL
CLASS "A" RIVER STONE
NON-BLOCKY
(SMOOTHED EDGE)
CLASS 1 NON-WOVEN
GEO - TEXTILE
RIFFLE GRADE CONTROL
CLASS "A" RIVER STONE
NON-BLOCKY
(SMOOTHED EDGE)
PROPOSED
STREAM GRADE
C
L
STREAM BED
PLAN
(NTS.)
3.0' (TYP.)
BOTTOM PER STREAM
CROSS SECTIONS (SHEET 49)
T I L
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CN-101
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 59
VERIFY SCALE
Value
SCALE AS SHOWN
W E
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SINGLE ARM LOG VANE
(NTS.)
NOTES:
1. LOGS SHALL BE SIZED PER SINGLE ARM VANE CHART, AND RELATIVELY STRAIGHT.
2. LOGS SHALL NOT BE SALVAGED FROM PROJECT AREA, CONTRACTOR SHALL SUBMIT TO
ENGINEER PROPOSED HARVEST LOCATIONS FOR VIEWING. SPECIES PER CONSTRUCTION
SPECIFICATIONS.
3. NAIL FILTER FABRIC USING 3" ROOFING NAILS AT 4 INCH INTERVALS ALONG LOG.
4. FILTER FABRIC USED SHALL BE NON-WOVEN GEOTEXTILE FABRIC PER CONSTRUCTION
SPECIFICATIONS.
N a t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
NOTE:
ALL LOGS ARE TO BE SIZED ACCORDING
TO THEIR AVERAGE DIAMETER MEASUREMENT.
THIS IS NOT TO BE CONFUSED WITH THE LOGS DBH.
SINGLE ARM LOG VANE
STRUCTURE ALIGNMENT STATION SIDE
LOG DIA (IN)
APPROX.
LOG
LENGTH
ELEV Z1 ELEV Z2
VERTICAL
CHANGE IN
ELEV.
(FT)
X1 Y1 X2 Y2
NS-LV-01 NORTH 01+87.36 RIGHT 12 20 43.50 44.65 1.15
2,457,262.95 916,550.97 2,457,278.98 916,538.98
NS-LV-02 NORTH 02+51.83 LEFT 12 15 43.57 44.60 1.03
2,457,322.64 916,564.33 2,456,332.96 916,575.24
NS-LV-03 NORTH 03+19.08 RIGHT 12 25 43.59 44.54 0.95
2,457,387.13 916,561.71 2,456,403.17 916,549.72
NS-LV-04 NORTH 03+84.66 LEFT 12 20 43.29 44.48 1.19
2,457,449.32 916,571.68 2,457,464.57 916,584.65
NS-LV-05 NORTH 04+42.01 RIGHT 12 20 43.54 44.44 0.90
2,457,502.28 916,561.92 2,457,515.72 916,547.12
NS-LV-06 NORTH 05+04.57 LEFT 12 20 43.29 44.39 1.10
2,457,599.27 916,571.19 2,457,572.59 916,586.05
NS-LV-07 NORTH 09+60.82 RIGHT 12 20 43.00 44.01 1.01
2,457,961.57 916,636.30 2,457,979.68 916,627.80
NS-LV-08 NORTH 10+51.11 LEFT 12 20 42.91 43.93 1.02
2,458,026.62 916,684.93 2,458,030.35 916,704.64
NS-LV-09 NORTH 11+55.36 LEFT 12 20 42.82 43.85 1.03
2,458,113.52 916,733.82 2,458,129.27 916,746.18
NS-LV-10 NORTH 12+27.19 RIGHT 12 20 43.06 43.79 0.73
2,458,175.36 916,712.19 2,458,184.30 916,694.28
NS-LV-11 NORTH 13+15.96 RIGHT 12 20 42.80 43.72 0.92
2,458,255.00 916,717.98 2,458,275.04 916,718.24
NS-LV-12 NORTH 17+37.66 LEFT 12 25 41.57 43.37 1.80
2,458,530.12 916,920.48 2,458,531.71 916,945.43
NS-LV-13 NORTH 25+71.61 LEFT 12 15 40.35 41.51 1.16
2,459,236.03 917,211.48 2,459,242.70…
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