CIM-0914-05A-02 Drawings .pdf
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- Solicitation number
- AG-4419-S-10-0538
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| File | Type | Posted |
|---|---|---|
| Attachment 10001.pdf | ||
| Attendees_Notes.docx | DOCX document | |
| SF 1442 Cont_0538.doc | DOC document | |
| CIM-0914-05A-02 Specifications.pdf | ||
| SF 1442 Cont_0538.pdf | ||
| Experience_Capability Statement.docx | DOCX document | |
| DBA_WD.pdf | ||
| SF 1442.pdf | ||
| Schedule of Items 2-26-2010.xlsx | XLSX spreadsheet |
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Text version
EASTERN REGION
US Department of Agriculture Forest Service
UPSTREAM ROCK RUN
Wayne National Forest Athens Ranger District
SHEET SHEET TITLE
PROJECT
LOCATION
Region Nine
FEBRUARY 22 , 2010
COAL MINE REMEDIATION
GENERAL NOTES
CIM-0914-05A-02
USFS APPROVALS
STATEMENT OF QUANTITIES
LOCATION PLAN:
THE SITE IS ACCESSED FROM OHIO STATE ROUTE 93 IN PERRY COUNTY, OHIO.
N.T.S.
N.T.S.VICINITY PLAN:
Perry County, Ohio Coal Township
PROJECT SITE
PROJECT LOCATION
970980
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
970 1000
S.R. 93
S.
R.
3C.R. 41
C.R. 41
0+00
0+00
0+00 0+00
TBM #1
ELEV. = 894
NOTE:
SEE SPECIFICATION
TBM #2
ELEV. = 888
NOTE:
SEE SPECIFICATION
TBM #3
ELEV. = 900
NOTE:
SEE SPECIFICATION
TBM #4
ELEV. = 884
NOTE:
SEE SPECIFICATION
PROFILE "C"
0+
EXISTING
EPHEMERAL POND #2
SEE DWG. 14 OF 18
PROFILE "B"
SEE DWG. 5 OF 18
SEE DWG. 5 OF 18 SEE DWG. 5 OF 18
EPHEMERAL POND #1
SEE DWG. 14 OF 18
SEE DWG. 5 OF 18
NOT IN THIS CONTRACT
EXCEPT DOUBLE GATE
36" PE CULVERT
36" PE CULVERT
36" PE CULVERT
TRAIL: TYPE B
AS PER ITEM 214-B
SEE DWG. 6 OF 18
AND SPECIFICATIONS
TRAIL: TYPE A
AS PER ITEM 214-A
SEE DWG. 6 OF 18
AND SPECIFICATIONS
36" PE CULVERT ( IN FEET )
GRAPHIC SCALE
0100 100 200 40050
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
1 18
Design:
TCWChecked:
TCW
Upstream_plan.dwg
PLOT ARCH SIZE "D"
970980
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S.
R.
3C.R. 41
C.R. 41
0+00
0+00
TBM #1
ELEV. = 894
NOTE:
SEE SPECIFICATION
TBM #2
ELEV. = 888
NOTE:
SEE SPECIFICATION
0+
EXISTING
SEE DWG. 5 OF 18
NOT IN THIS CONTRACT
EXCEPT DOUBLE GATE
36" PE CULVERT
36" PE CULVERT
( IN FEET )
GRAPHIC SCALE
050 50 100 20025
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
2 18
Design:
TCWChecked:
TCW
970980
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
970 1000
S.R. 93
S.
R.
3C.R. 41
C.R. 41
0+00
0+00
0+00 0+00
TBM #1
ELEV. = 894
NOTE:
SEE SPECIFICATION
TBM #2
ELEV. = 888
NOTE:
SEE SPECIFICATION
TBM #3
ELEV. = 900
NOTE:
SEE SPECIFICATION
TBM #4
ELEV. = 884
NOTE:
SEE SPECIFICATION
PROFILE "C"
0+
EXISTING
EPHEMERAL POND #2
SEE DWG. 14 OF 18
PROFILE "B"
SEE DWG. 5 OF 18
SEE DWG. 5 OF 18 SEE DWG. 5 OF 18
EPHEMERAL POND #1
SEE DWG. 14 OF 18
SEE DWG. 5 OF 18
NOT IN THIS CONTRACT
EXCEPT DOUBLE GATE
36" PE CULVERT
36" PE CULVERT
36" PE CULVERT
CLEARING LIMITS
CLEARING LIMITS
CLEARING LIMITS
CLEARING LIMITS
CLEARING LIMITS
CLEARING LIMITS
CLEARING LIMITS
CLEARING LIMITS
CLEARING LIMITS
36" PE CULVERT
MEADOW
SEEDING
AREA
STUMPS DISPOSAL AREA
STUMPS DISPOSAL AREA
STUMPS DISPOSAL AREA
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
3 18
Design:
TCWChecked:
TCW
Upstream_plan.dwg
PLOT ARCH SIZE "D"
( IN FEET )
GRAPHIC SCALE
0100 100 200 40050
970980
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
970 1000
S.R. 93
S.
R.
3C.R. 41
C.R. 41
0+00
0+00
0+00 0+00
TBM #1
ELEV. = 894
NOTE:
SEE SPECIFICATION
TBM #2
ELEV. = 888
NOTE:
SEE SPECIFICATION
TBM #3
ELEV. = 900
NOTE:
SEE SPECIFICATION
TBM #4
ELEV. = 884
NOTE:
SEE SPECIFICATION
PROFILE "C"
0+
EXISTING
EPHEMERAL POND #2
SEE DWG. 14 OF 18
PROFILE "B"
SEE DWG. 5 OF 18
SEE DWG. 5 OF 18 SEE DWG. 5 OF 18
EPHEMERAL POND #1
SEE DWG. 14 OF 18
SEE DWG. 5 OF 18
NOT IN THIS CONTRACT
EXCEPT DOUBLE GATE
36" PE CULVERT
36" PE CULVERT
36" PE CULVERT
TRAIL: TYPE B
AS PER ITEM 214-B
SEE DWG. 6 OF 18
AND SPECIFICATIONS
TRAIL: TYPE A
AS PER ITEM 214-A
SEE DWG. 6 OF 18
AND SPECIFICATIONS
36" PE CULVERT ( IN FEET )
GRAPHIC SCALE
0100 100 200 40050
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
4 18
Design:
TCWChecked:
TCW
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
EXISTING GROUND LINE
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
EXISTING GROUND LINE
10+00
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
0+00 1+00 2+00 3+00
EXISTING GROUND LINE
0+00 1+00 2+00 3+00 4+00 5+00 6+00
EXISTING GROUND LINE
PROPOSED GROUND LINE
PROPOSED GROUND LINE PROPOSED GROUND LINE
PROPOSED GROUND LINE
CHANNEL
RIPRAP
SEE DWG.
CHANNEL
RIPRAP
SEE DWG.
( IN FEET )
GRAPHIC SCALE
0100 100 200 40050
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
5 18
Design:
TCWChecked:
TCW
Upstream_XS.dwg
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180102030405060708090100110120130140150160170180190200210220230240
860860
250260270280290
STA. 6+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180102030405060708090100110120130140150160170180190200210220230240
860860
STA. 5+00
190 200
0 10 20 30 40 50 60 70 80 90 100 110 120102030405060708090100110120130140150160170180190200210220230240
STA. 4+00
0 10 20 30 40 50 60 70 80 90 100 110 120102030405060708090100110120130140150160170180190200210220230240
STA. 3+00
130 140 150 160 170 180 190
0 10 20 30 40 50 60 70 80 90102030405060708090100110120130140150160170180190200210220230240
STA. 2+00
260270280290300
0 10 20 30 40 50 60 70 80 90102030405060708090100110120130140150160170180190200210220230240
STA. 1+00
260270 100 110 120 130 140 150
NOT IN CONTRACT
NOT IN CONTRACT
NOT IN CONTRACT
NOT IN CONTRACT
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
6 18
Design:
TCWChecked:
TCW
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160102030405060708090100110120130140150160170180190200210220
STA. 9+00
860860
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160102030405060708090100110120130140150160170180190200210220
STA. 8+00
860860
230 180 190 200
0102030405060708090100110120130140150160170180190200210220230240250260270280290300310320
STA. 7+25 LT.
330340350360370380390400410
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
STA. 7+25 RT.
170 180 190 200
M A
TC
H
L
IN
E
M A
TC
H
L
IN
E
0102030405060708090100110120130140150160170180190200210220230240250260270280290300310320
STA. 7+00 LT.
330340350360370380390400410
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
STA. 7+00 RT.
170 180 190 200 210
M A
TC
H
L
IN
E
M A
TC
H
L
IN
E Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
7 18
Design:
TCWChecked:
TCW
0102030405060708090100110120130140150160170180190200210220230240250260270280290300310320
STA. 13+00 LT.
330340350360370380390400410420430
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
STA. 13+00 RT.
170 180 190 200 210 220 230 240 250
M A
TC
H
L
IN
E
M A
TC
H
L
IN
E
0 10 20 30 40 50 60 70 80 90 100 110 120102030405060708090100110120130140150160170180190200210220
230240250260270280290300310320
STA. 12+00
330340350360370380390400
0 10 20 30 40 50 60 70 80 90 100 110 120102030405060708090100110120130140150160170180190200210220
230240250260270280290300310
STA. 11+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160102030405060708090100110120130140150160170180190200210220230240250260270280290300310320
STA. 10+00
860860
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
8 18
Design:
TCWChecked:
TCW
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160102030405060708090100110120130140150160170180190200210220230240250260270280290300310320
STA. 17+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110120130140150160170180190200210220
230240250260270280290300310320
STA. 16+00
330340
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240
250 260 270 280 290 300 310 320 330 340 350 360 370 380 390
0102030405060708090100110120130140150160170180190200210220230240250260270280290300310320330340350360370380390400410420430
STA. 15+00 LT.
STA. 15+00 RT.
M A
TC
H
L
IN
E
M A
TC
H
L
IN
E
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160102030405060708090100110120130140150160170180190200210220
230240250260270280290300310320
STA. 14+00
330340350360370
1.
CHANNEL CROSS SECTION DETAIL
10'
CHANNELS "A","B","C", & "D"
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
9 18
Design:
TCWChecked:
TCW
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240102030405060708090100110120130140150160170180190200210220230240
STA. 19+00
0 10 20 30 40 50 60 70 80 90 100 110102030405060708090100110120130140150160170180190
STA. 20+00
0 10 20 30 40 50 60 70 80 90 100 110 120102030405060708090100110120130140150160170180
STA. 21+00
0 10 20 30 40 50 60 70 80 90102030405060708090100110120130140150160170180190200
STA. 22+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210102030405060708090100110120130140150160
STA. 23+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 1801020304050607080
STA. 24+00
0 10 20 30 40 50 60 70 801020304050607080
STA. 25+00
0 10 20 30 40 50 60 70 801020304050607080
STA. 26+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240102030405060708090100110120130140150160170180190200210220230240
STA. 18+00
250260270280 250
0 10 20 30 40102030405060
STA. 28+00
0 10 20 30 40 50 60 70 80102030405060
STA. 27+00
0 10 20 30 40102030405060
STA. 28+70
5.
7.
CHANNEL CROSS SECTION DETAIL
10'
9.
1.
3.
5.
7.
9.
1.
3.
5.
SEE CROSS SECTION
FOR PROFILE "C"
CHANNELS "A","B","C", & "D"
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
10 18
Design:
TCWChecked:
TCW
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160102030405060
STA. 1+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140150 102030405060708090100110120130140
STA. 2+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140102030405060708090100110120130
STA. 3+00
0 10 20 30 40 50 60 70 80 90 100 110102030405060708090
STA. 4+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 14010203040506070
STA. 5+00
0 10 20 30 40 50 60 70 80 90 100 110102030405060708090
STA. 6+00
0 10 20 30 40 50 60 70 80 90 100 110 120102030405060708090100110120130
STA. 7+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140102030405060708090100110120130
STA. 8+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140102030405060708090100
STA. 9+00
110 150 160 170 180
CHANNEL CROSS SECTION DETAIL
10'
7.
4.
0.
6.
1.
7.
3.
CHANNELS "A","B","C", & "D"
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
11 18
Design:
TCWChecked:
TCW
0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100
PROFILE "D"
STA. 1+00
0 10 20 30 40 50 60102030405060708090100110120130
PROFILE "C"
STA. 5+00
0 10 20 30 40 50 60 7010203040506070
PROFILE "D"
STA. 2+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100
PROFILE "C"
STA. 1+00
0 10 20 30 40 50 60 70 80 90 100 11010203040506070
PROFILE "C"
STA. 2+00
0 10 20 30 40 50 60 70 80 901020304050607080
PROFILE "C"
STA. 3+00
0 10 20 30 40 50 60 70102030405060708090100110120130
PROFILE "C"
STA. 4+00
CHANNEL CROSS SECTION DETAIL
10'
CHANNEL CROSS SECTION DETAIL
10'
6.
7.
8.
1.
3.
6.
CHANNELS "A","B","C", & "D"
CHANNELS "A","B","C", & "D"
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
12 18
Design:
TCWChecked:
TCW
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
EXISTING GROUND LINE
10+00
PROPOSED GROUND LINE
910 910
CROSS SECTION FOR PROFILE "E"
6'
OR TO FIT
TERRAIN
OR TO FIT
TERRAIN
NOT TO SCALE
CHANNEL RIPRAP
SEE DETAIL THIS SHEET
CHANNEL RIPRAP DETAIL
6'
OR TO FIT
TERRAIN
OR TO FIT
TERRAIN
NOT TO SCALE
4'
10'
OR TO FIT
TERRAIN
OR TO FIT
TERRAIN
5'
EROSION CONTROL MATTING DETAIL
6'
OR TO FIT
TERRAIN
OR TO FIT
TERRAIN
NOT TO SCALE
3'
10'
OR TO FIT
TERRAIN
OR TO FIT
TERRAIN
3'
NOTE:
ALL CHANNEL WERE RIPRAP IS NOT APPROVED SHALL
HAVE EROSION CONTROL MATTING APPLIED.
GEOTEXTILE
TYPE "C" ROCK
GEOTEXTILE
TYPE "C" ROCK
EROSION CONTROL MATTING
PER SPECIFICATIONS
EROSION CONTROL MATTING
PER SPECIFICATIONS
6" #89 GRAVEL BEDDING
6" #89 GRAVEL BEDDING
CHANNEL "A","B","C" & "D"
CHANNEL "E"
CHANNEL "A""& B"
CHANNEL "E"
( IN FEET )
GRAPHIC SCALE
0100 100 200 40050
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
13 18
Design:
TCWChecked:
TCW
20:1 20:1
:1
:1
:1
:1
:1
20:1
20:120:1
20:1
:1
:1
EPHEMERAL POOL AREA
ELEV. = 99.00
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
EP. FEED
EL. = 100.5
WEIR TOP ELEV. = 103.5
3:1 3:1
20:1
:1
3:1
3:1
3:1
3:1
3:1
3:1
ELEV. = 100
STREAM MIDWAY
SPOT ELEV. OF CL
OF EPHEMERAL FEED WEIR
STREAM (BOTTOM) (SLOPE OF STREAM PER FIELD CONDITIONS)
D D
C C
A
A
B
B
ELEV. = 99.00
MAX. 100.5 PER POOL ELEV.
EL. = 100.5
EL. = 100.0
STREAM
EL. = 100.0
STREAM
MAX. 100.5 PER POOL ELEV.
ELEV. = 99.001
EL. = 103.5
EL. = 103.5
MAX. 100.5 PER POOL ELEV.
20ELEV. = 99.00
EL. = 103.5
CONDITIONS
ELEV. PER FIELD
CONDITIONS
ELEV. PER FIELD
EL. = 100.5 1
EPHEMERAL FEED WEIR
10'
3'
EPHEMERAL POOL
SCHEMATIC
Upstream_DamDetails.dwg
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
14 18
Design:
TCWChecked:
TCW
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
4'
EL. 872
EL. 867.58
9"
6"
8'
OD 16.825"
EL. 883
STEPS
STANDARD BOLT DOWN LED & CASING
AFTER CENTER 4' DIA. OPEN
TOP MANHOLE IS SET & PIPING
COMPLETED THE OUTER
RING SHALL BE POURED WITH
CONCRETE (4" THICKNESS)
16" DIA. CERTA-LOK
YELOMINE PIPE 16" DIA. CERTA-LOK
YELOMINE PIPE
EPOXY SHALL BE APPLIED
AROUND FLANGE
NOTE: THE HOLE IN
CONCRETE M.H. SHALL
BE SIZE SO CERTA-LOK
FLANGE FITS FLASH
AGAINST M.H. WALL.
WATERTIGHT BOOT
WATERTIGHT BOOT
WATERTIGHT BOOT CERTA-LOK FLANGE
ADAPTER
CERTA-LOK FLANGE
ADAPTER
EL. 868
NOTE: ALL PIPING SHALL HAVE "PERMANENT USE
CERTA-LOK JOINTS" OR APPROVED EQUAL.
EL. 883
PROPOSED GROUND
16" DIA. CERTA-LOK YELOMINE PIPE
16" DIA. CERTA-LOK YELOMINE PIPE
2 EACH - INTAKE DEVICE
INTAKE PIPE
WEIR EL. 872.0
DISCHARGE PIPE
TYPE "C" ROCK
RIPRAP
EXISTING GROUND
INV. ELEV. = 866.00
GEOTEXTILE
6" #89 BEDDING
4' INSIDE DIAMETER CONCRETE MANHOLE
8' INSIDE DIAMETER CONCRETE MANHOLE
B"
16" DIA. CERTA-LOK
YELOMINE PIPE
16" DIA. CERTA-LOK
YELOMINE PIPE
16" DIA. CERTA-LOK
YELOMINE PIPE
DISCHARGE PIPE
INTAKE PIPE
INTAKE PIPE
PRINCIPAL SPILLWAY STRUCTURE
CONCRETE MANHOLE DETAIL,PLAN
VIEW AND HYDRAULIC PROFILE
Upstream_DamDetails.dwg
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
15 18
Design:
TCWChecked:
TCW
20'
6'-6" 6'-6" 6'-6"
16"CERTA-LOK
YELOMINE
END CAP
CAGE SUPPORT
8" OVERLAP
16" INTAKE
DEVICE
BOLT CONNECTION FOR STEEL BAND
STEEL BAND 1" WIDE X 3
4" (T)
"C" CHANNEL (8")
"C" CHANNEL (8") BY 24" LONG PADS
6' - 2"X4" 12 12 GAUGE GALVANIZED WELD WIRE
24"
TYPICAL SUPPORT FOR WIRE CAGE
FOR INTAKE DEVICE
NOTE: FOUR SUPPORT EVENLY SPACED
ON 16" DIA. INTAKE DEVICE.
OD 16.825"
16" DIA CERTA-LOK
YELOMINE PIPE
8" OVERLAP 8" OVERLAP
NOTE: OVERLAPS SHALL BE WIRED
TOGETHER EVER 10 INCHES.
6' - 2"X4" 12 12 GAUGE GALVANIZED WELD WIRE
STEEL BANDOPENING OPENING
10"
10"
6"
10"
6"6"
6"
6"
16"CERTA-LOK
YELOMINE
END CAP
OD 16.825"
10"
10"
10"
OD 16"
SECTION VIEW OF 16" DIA.
INLET STRUCTURE NOTE: THE 10"X6" OPENING SHALL BE
EVENLY SPACED SO AS TO HAVE 11
EACH FOR EACH QUARTER FOR A
TOTAL OF 44 OPENINGS.
12" 12" 12" 12"
24"
24"
SIDE VIEW
16" DIA CERTA-LOK
YELOMINE PIPE
8" "C" CHANNEL SHALL BE WELDED
BETWEEN PADS
8" "C" CHANNEL SHALL BE WELDED
BETWEEN PADS
NOTE:END CAP IS A 6 MJ C153 SLD
CAP L/A"CVR" 16 IN. UFR 1500-CA-1
RESTRAINER MECHANICAL JOINT
CONNECTION.
PRINCIPAL SPILLWAY
INTAKE DEVICE DETAILS
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
16 18
Design:
TCWChecked:
TCW
Upstream_DamDetails.dwg
STANDARD SINGLE PIPE GATE & GATE SIGN - TYPICALS
GOVERNMENT PROVIDED GATE, SIGNAGE. CONTRACTOR TO INSTALL AS PER PLAN.
1 18" HOLE
DRILL PIN TO ACCEPT
FS SUPPLIED PADLOCK 8"
8" MIN. 8" - 14" STEEL TUBE
24"
2" MIN.
STAINLESS
STEEL PIN
(MIN. DIA. 1")
MIN. LENGTH
CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS ON INSTALLATION.
FENCE AND ALL COMPONENTS SHALL BE BIODEGRADABLE, AND SHALL BE FUNCTIONAL FOR A MINIMUM OF
2 TO 2 YEARS.
SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL EVENTS. ANY REPAIRS THAT ARE NECESSARY SHALL BE MADE IMMEDIATELY.
IF THE FABRIC OF THE SILT FENCE SHOULD DECOMPOSE OR BECOME INEFFECTIVE DURING THE EXPECTED
LIFE OF THE FENCE, THE FABRIC SHALL BE REPLACED PROMPTLY.
SEDIMENT DEPOSITS SHOULD BE INSPECTED AFTER EVERY STORM EVENT. THE DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS HAVE REACHED APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.
SEDIMENT DEPOSITS THAT ARE REMOVED SHALL BE GRADED AND VEGETATED TO CONFORM WITH THE
EXISTING TOPOGRAPHY.
EXISTING GRADE
FLOW
FLOW
FLOW
FLOW
MINIMUM HEIGHT FROM
GROUND SURFACE IS 3 FEET
BIODEGRADABLE FILTER FABRIC
SHALL EQUAL TO BIOFENCE
BY ERC/BIOMASS FARMS
OF EAST FREETOWN, MA
EXCAVATE 6"x6" TRENCH UPSLOPE
FROM AND ALONG THE LINE OF POSTS,
EXTEND SILT FENCE INTO TRENCH,
BACKFILL AND COMPACT EXCAVATED SOIL
8'
MAX.
POLES
SECTION A SECTION B
SECTION A SECTION B
SILT FENCE
ENDS COUPLED
JOINING SILT FENCE SECTIONS
PLACE THE END POST OF ONE FENCE INSIDE THE END POST OF THE NEXT FENCE.
ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH
THE FABRIC MATERIAL.
DRIVE BOTH POSTS 12 INCHES INTO THE GROUND AND BURY THE FLAP IN THE TRENCH.
NOTES:
1.
2.
3.
NOTES:
1.
2.
MAINTENANCE:
1.
2.
3.
4.
FILTER FABRIC
EMBEDDED 6"
INTO GROUND
MINIMUM BURIED DEPTH
IS 1.0 FOOT
SEDIMENTSTOP INSTALLATION
USA 1-800-772-2040 CANADA 1-800-448-2040
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
www.nagreen.com
DIAGRAM A
DIAGRAM B
3.
1.
7.
1. BEGIN AT THE LOCATION WHERE THE SEDIMENTSTOP (Patent Pending) IS TO BE INSTALLED BY EXCAVATING A 3" DEEP X 9" WIDE TRENCH ALONG THE CONTOUR OF THE SLOPE. EXCAVATED SOIL SHOULD BE PLACED UP-SLOPE FROM THE ANCHOR TRENCH.
2. UNROLL THE SEDIMENTSTOP SO THE SECTION WITH THE 2' WIDE TOP NETTING IS THE DOWN SLOPE END (SPLASH APRON). THE SPLASH APRON OF THE SEDIMENTSTOP SHOULD COVER THE ANCHOR TRENCH ENSURING THAT APPROXIMATELY 12" (30 CM) IS EXTENDED BEYOND THE LOWER EDGE OF THE ANCHOR TRENCH. NOTE: SEEDING MUST BE CONDUCTED PRIOR TO INSTALLATION OF THE SEDIMENT STOP.
3. SECURE THE SEDIMENTSTOP IN THE ANCHOR TRENCH BY PLACING A ROW OF STAPLES/STAKES ON 12" (30 CM) CENTERS ACROSS THE ENTIRE LENGTH OF THE SEDIMENTSTOP. A SECOND ROW OF STAPLES/STAKES MUST BE PLACED ACROSS THE ENTIRE LOWER EDGE OF THE SEDIMENTSTOP SPLASH APRON ON APPROXIMATELY 12" (30 CM) CENTERS, STAGGERED WITH THE FIRST ROW OF STAPLES/STAKES.
4. BEGIN ROLLING THE SEDIMENTSTOP FROM ITS UPPER EDGE (UP-SLOPE EDGE) INTO A CONSISTENT ROLL DIAMETER UNTIL THE ROLL IS LOCATED IN THE ANCHOR TRENCH. IF A LARGER DIAMETER STRUCUTRE IS DESIRED, PLACE ADDITIONAL ORGANIC MATERIAL (I.E. STRAW, LEAVES, PINE NEEDLES OR LAWN CLIPPINGS) ACROSS THE ENTIRE WIDTH OF THE SEDIMENTSTOP PRIOR TO ROLLING. SEE DIAGRAM 4a FOR SEAMING OF ADJACENT
SEDIMENTSTOP ROLLS.
5. STOP ROLLING THE SEDIMENTSTOP WHEN THE ROLL IS LOCATED IN THE ANCHOR TRENCH.
6. SECURE THE SEDIMENTSTOP STRUCTURE TO THE SLOPE SURFACE BY DRIVING APPROXIMATELY 18" - 24" (45-60 CM) STAKES THROUGH THE CENTER OF THE ROLL EVERY 3' (0.9 M) ON CENTER. IF TWO SEDIMENTSTOP STRUCTURES ARE SEAMED TOGETHER ENSURE A STAKE IS DRIVEN THROUGH THE SEAM. THE FINAL STRUTURE'S DIAMETER WILL DICTATE STAKE LENGTH. LEAVE A SUFFICIENT AMOUNT OF STAKE EXPOSED ABOVE THE SEDIMENTSTOP TO ENSURE THE STRUCUTRE IS NOT COMPRESSED. BOTH LONGITUDINAL ENDS SHOULD BE ANGLED UP SLOPE.
7. BACKFILL AND COMPACT SOIL INTO THE UP-SLOPE PORTION OF THE ANCHOR TRENCH. SMOOTH AND LEVEL ANY SOIL REMAINING ABOVE THE SEDIMENTSTOP NOT USED TO FILL THE ANCHOR TRENCH. PLACE SEED ALONG UP-SLOPE PORTION OF SEDIMENTSTOP IF REQUIRED.
4a
NO SCALE
NOTE:
THE CONTRACTOR SHALL FABRICATE A DOUBLE GATE FROM
THE TWO (2) GOVERNMENT FURNISHED SINGLE GATES.
ALL MISCELLANEOUS STEEL AND HARDWARE FOR THE
FABRICATION SHALL BE FURNISHED BY CONTRACTOR.
SILT FENCE DETAIL AND
STANDARD SINGLE PIPE GATE & GATE SIGN
- TYPICALS AND DETAIL OF TRAILS
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
17 18
Design:
TCWChecked:
TCW
Upstream_DamDetails.dwg
NOTE:
CENTERLINE OF TRAIL WILL BE MARKED BY COR. CONTRACTOR SHALL CLEAR TRAIL 3 FEET WIDE
AND PLACE 6 INCHES OF MULCHED OVER THE 3 FEET SURFACE
3'
6" MUCLH
NOT TO SCALE
NOTE:
CENTERLINE OF TRAIL WILL BE MARKED BY COR. CONTRACTOR SHALL CLEAR AND GRADE THE
TRAIL SO AS THE ABOVE MAXIMUM SLOPE REQUIREMENTS ARE COMPLIED WITH BEFORE
PLACEMENT OF ODOT 89 LIMESTONE.
4'
4" ODOT 89 LIMESTONE
NOT TO SCALE
MAX. CROSS SLOPE 3%
MAX. LONGITUDINAL SLOPE 5%
ELEV. = 874
10'
POND
TOP OF GEOSYNTHETIC
CLAY LINER SHALL BE ALONG
ELEV. 874.00
87086
ELEV . 860 FOR BOTTOM
NOT TO SCALE
GEOSYNTHETIC CLAY
LINER
A
A
Geosynthetic Clay liner (GCL) General Installation Guidelines
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
(GCL)
manufacture.
12" MIN. COVER ANCHOR TRENCH AT TOP OF SLOPE
(SEE DETAIL BELOW)
ANCHOR TRENCH AT TOP OF SLOPE
(SEE DETAIL BELOW)
12' COVER (MIN.)
12" MIN. COVER
3' MIN. COVER
3' MIN. COVER
(OR APPROVED
EQUAL)
(GCL)
12 inches
24 inches
.5 inch in.5 inch in diameter.
GEOSYNTHETIC CLAY
LINER FOR POND
Upstream_DamDetails.dwg
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
18 18
Design:
TCWChecked:
TCW
SCALE = 1"=100'
NOT TO SCALE
| COVER SHEET |
| Upstream_Plan_Layout_1of18 |
| Upstream_Plan_Embankment_2of18 |
| Upstream_Plan_Stub_Removal&Disposal_Area_3of18 |
| Upstream_Plan_Cross_Section_Layout_4of18 |
| Upstream_Profile_A_B_C_D_5of18 |
| Upstream_XS-A_Cross_Sections_1+00_6+00_6of18 |
| Upstream_XS-A_Cross_Sections_7+00_9+00_7of18 |
| Upstream_XS-A_Cross_Sections_10+00_13+00_8of18 |
| Upstream_XS-A_Cross_Sections_14+00_17+00_9of18 |
| Upstream_XS-A_Cross_Sections_18+00_26+00_10of18 |
| Upstream_XS-B_Cross_Sections_1+00_9+00_11of18 |
| Upstream_XS-C_1+00_5+00_D_1+00_2+00_Cross_Sections_12of18 |
| Upstream_XS-Profile_E_Trail_Details_13of18 |
| Upstream_DamDetails-EPH._POOL_SCH_14of18 |
| Upstream_DamDetails-PRINCIPAL_SPILLWAY_DETAILS_15of18 |
| Upstream_DamDetails-INTAKE_DEVICE_DETAILS-16of18 |
| Upstream_DamDetails-Silt_Gate_Triails_17of18 |
| Upstream_DamDetails-geo_liner_18of18 |
File details come from the government source that posted it. Updated .