20160715_Kilkenny_Farms_REV_1_ISSUED_FOR_CONSTRUCTION_SHEETS_25_-_34.pdf
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EXISTING GRADE
PROPOSED GRADE
EXISTING DITCH EXISTING DITCH
-1 :2
GRADE BREAK STA = 9+42.96
ELEV = 0.07
GRADE BREAK STA = 11+06.52
ELEV = -1.56
GRADE BREAK STA = 12+55.72
ELEV = -0.08
GRADE BREAK STA = 15+19.11
ELEV = -1.13
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12+50
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C34
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N N
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S L
O U
G H
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O
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 41
VERIFY SCALE
2010-10-27
SCALE AS SHOWN
W E
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A N
D
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E S
E R
V E
P
R O
G R
A M
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
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A P
V D
J D
H J D
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D A
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PLAN VIEW
(1" = 40' HORIZ.)
PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
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PROPOSED SLOUGH 03
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
SLOUGH GENERAL NOTES
1. SLOUGH SHALL BE CONSTRUCTED IN ACCORDANCE WITH SLOUGH TYPICAL SECTIONS DETAIL ON
SHEETS 36 AND 37.
2. ALL SLOUGH SLOPES SHALL BE 5:1 OR FLATTER.
3. ELEVATION TOLERANCE SHALL BE +/- 0.1 FEET (TYP.).
4. UNSUITABLE MATERIALS EXCAVATED FROM THE SLOUGH SHALL BE DEPOSITED IN THE DESIGNATED
DEBRIS AND SPOIL DISPOSAL AREA. SPOIL MATERIAL SHALL BE STOCK PILED SEPARATELY FROM
WOODY DEBRIS.
5. SUITABLE MATERIAL SHALL BE USED AS EARTHFILL FOR THIS PROJECT.
6. NO SPECIFIC COMPACTION SHALL BE REQUIRED OF THE THE SPOIL MATERIAL.
7. THE AREAS OF THE EXISTING FIELD DITCH TO BE BACKFILLED WITH DUMPFILL PER SPECIFICATIONS.
8. SPOIL SHALL HAVE A MAXIMUM HEIGHT OF FIVE (5) FEET ABOVE THE ADJACENT NORMAL GROUND, AND SHALL HAVE SIDE SLOPES OF 1.5:1 OR FLATTER.
* QUANTITIES PROVIDED FOR CONVENIENCE TO CONTRACTOR. NRCS MAKES NO GUARANTEES
NOR DOES IT IMPLY ANY ACCURACY OF THIS DATA. DATA WAS EXTRACTED FROM AUTOCAD,
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES PRIOR TO BIDDING.
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 SEEDING,PERMANENT SLOUGH MIX 2.3 ACRE
7 EXCAVATION, SLOUGH 03 910 LNFT
DEBRIS PILE
(TYP.)
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
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ISSUED FOR BID / CONSTRUCTION 06/17/2016
SHEET KEY INDEX
I S
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:1
GRADE BREAK STA = 17+31.13
ELEV = 0.98
SLOUGH END
STA: 21+24.68
ELEV: -1.32
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19+50 2
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BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 41
VERIFY SCALE
2010-10-27
SCALE AS SHOWN
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E R
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A M
HORIZONTAL SCALE: 1" = 40'
40200 80 120
V E
R T
I C
A L
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C A
L E
1.0
2.0
4.0
6.0
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PLAN VIEW
(1" = 40' HORIZ.)
PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
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PROPOSED SLOUGH 03
EXISTING DITCH
SLOUGH GENERAL NOTES
1. SLOUGH SHALL BE CONSTRUCTED IN ACCORDANCE WITH SLOUGH TYPICAL SECTIONS DETAIL ON
SHEETS 36 AND 37.
2. ALL SLOUGH SLOPES SHALL BE 5:1 OR FLATTER.
3. ELEVATION TOLERANCE SHALL BE +/- 0.1 FEET (TYP.).
4. UNSUITABLE MATERIALS EXCAVATED FROM THE SLOUGH SHALL BE DEPOSITED IN THE DESIGNATED
DEBRIS AND SPOIL DISPOSAL AREA. SPOIL MATERIAL SHALL BE STOCK PILED SEPARATELY FROM
WOODY DEBRIS.
5. SUITABLE MATERIAL SHALL BE USED AS EARTHFILL FOR THIS PROJECT.
6. NO SPECIFIC COMPACTION SHALL BE REQUIRED OF THE THE SPOIL MATERIAL.
7. THE AREAS OF THE EXISTING FIELD DITCH TO BE BACKFILLED WITH DUMPFILL PER SPECIFICATIONS.
8. SPOIL SHALL HAVE A MAXIMUM HEIGHT OF FIVE (5) FEET ABOVE THE ADJACENT NORMAL GROUND, AND SHALL HAVE SIDE SLOPES OF 1.5:1 OR FLATTER.
* QUANTITIES PROVIDED FOR CONVENIENCE TO CONTRACTOR. NRCS MAKES NO GUARANTEES
NOR DOES IT IMPLY ANY ACCURACY OF THIS DATA. DATA WAS EXTRACTED FROM AUTOCAD,
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES PRIOR TO BIDDING.
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING, SLOUGH MIX 1.2 ACRE
7 SLOUGH 03 305 LNFT
PROPOSED DIKE 02
(SEE SHEET 11 - 16)
LIMITS OF DISTURBANCE
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
SLOUGH END
STA: 21+24.68
ELEV: -1.32
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G R
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U L
T U
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ISSUED FOR BID / CONSTRUCTION 06/17/2016
SHEET KEY INDEX
I S
S U
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S T
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I O
N
J D
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CONTRACTOR SHALL CONSTRUCT DITCH PLUG 01
TO ELEVATION 2.00. CONTRACTOR SHALL USE
MINIERAL MATERIAL OBTAINED FROM DESIGNATED
BORROW AREAS.
EXISTING DITCH
START B SECTION
Station=2+13.34
ELEV = 2.00
LLDPE TO BE EXTENDED
50 L.F. @ A 50° RADIUS
AT ALL END POINTS (TYP.)
END B SECTION
Station=4+25.80
ELEV = 2.00
START B SECTION
Station=5+18.80
ELEV = 2.00
END B SECTION
Sation=6+01.52
ELEV = 2.00
LLDPE LINER
UPPER LIMIT
ELEV: 1.00
LLDPE LINER
LOWER LIMIT
ELEV: -3.00
CURTAIN START
Sta: 0+06.67
Offset: 23.93
N = 718041.783
E = 2811925.633
GRADE BREAK STA: = 3+78.04
ELEV: = 2.00
GRADE BREAK STA: = 3+82.04
ELEV: = 1.90
GRADE BREAK STA: = 3+97.04
ELEV: = 1.90
GRADE BREAK STA: = 4+01.04
ELEV: = 2.00
AUXILIARY SPILLWAY
(SEE SHEET 37)
CONTRACTOR SHALL RESTORE
AREA TO ELEVATION OF
SURROUNDING GROUND AFTER
INSTALLATION OF LLDPE CURTAIN
CAP TOP AND SIDE SLOPES
WITH 3" INCHES OF TOP SOIL
(SEE DETAIL SHEET 37)
(TYP,)
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CURTAIN START
Sta: 0+06.67
Offset: 23.93
N = 718041.783
E = 2811925.633
S
H
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M
A
T
C
H
L I N
E
K I L
K E
N N
Y
D I T
L U
G
T
O
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 41
VERIFY SCALE
2010-10-27
SCALE AS SHOWN
W E
T L
A N
D
R
E S
E R
O
G R
A M
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
PLAN VIEW
(1" = 40' HORIZ.)
PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. IN TRANSITION AREAS BETWEEN A FILL ELEVATION OF 2.0 AND
ADJACENT GROUND ELEVATION CONTRACTOR SHALL
TRANSITION GRADE OF A 20:1 OR FLATTER.
3. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
4. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
5. EARTHFILL REQUIREMENTS FOR DITCH PLUG FILL BID ITEM
SHALL BE OBTAINED FROM SUITABLE MATERIAL EXCAVATED
WITHIN THE PROJECT OR DESIGNATED BORROW AREAS .
PROPOSED DITCH PLUG 01
EXISTING DITCH
EXISTING DITCH
D S
G N
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I O
N
J D
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D A
T E
EXISTING DITCH
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING, DIKE MIX 2.3 ACRE
8 DITCHPLUG 1 750 LNFT
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LLDPE TO BE EXTENDED
50 L.F. @ A 50° RADIUS
AT ALL END POINTS (TYP.)
* QUANTITIES PROVIDED FOR CONVENIENCE TO CONTRACTOR. NRCS MAKES NO GUARANTEES
NOR DOES IT IMPLY ANY ACCURACY OF THIS DATA. DATA WAS EXTRACTED FROM AUTOCAD,
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES PRIOR TO BIDDING.
B AA B A
A
B
A
B
A
CONTRACTOR SHALL RESTORE AREA TO ELEVATION OF SURROUNDING
GROUND AFTER INSTALLATION OF LLDPE CURTAIN.
A
B
CONTRACTOR SHALL FILL TO A MIN. OF 2.0 ELEV. AFTER LLDPE CURTAIN
INSTALLATION
AREA GRADING TYPE
START B SECTION
STA: 2+13.34
ELEV: = 2.00
END B SECTION
STA: 4+25.80
ELEV: = 2.00
START B SECTION
STA: 5+18.80
ELEV: = 2.00
END B SECTION
STA: 6+01.52
ELEV: = 2.00
EXISTING DUNBAR ROAD
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
AUXILIARY SPILLWAY
(SEE SECTION SHEETS 37)
APPROXIMATE WRP
EASEMENT BOUNDARY
APPROXIMATE WRP
EASEMENT BOUNDARY
AUXILIARY SPILLWAY NOTES
1. CONTRACTOR SHALL INSTALL TURF REINFORCEMENT MATTING IN
ACCORDANCE WITH CONSTRUCTION SPECIFICATION 095.
2. CONTRACTOR SHALL INCREASE SEEDING RATEWITH IN LIMITS OF THE
AUXILIARY SPILLWAY, AS DESCRIBED IN THE CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL PROVIDE UNIFORM TRANSITION TO OUTFLOW CANAL
ISSUED FOR BID / CONSTRUCTION 06/17/2016
U N
I T
A
T E
S
D
E P
A R
M E
A
G R
I C
U L
T U
R E
SHEET KEY INDEX
I S
S U
O N
S T
R U
C T
I O
N
J D
H
CONTRACTOR SHALL CONSTRUCT DITCH PLUG 01
TO ELEVATION 2.00. CONTRACTOR SHALL USE
MINIERAL MATERIAL OBTAINED FROM DESIGNATED
BORROW AREAS.
EXISTING DITCH
START B SECTION
STA: 10+36.13
ELEV: = 2.00
END B SECTION
Station=16+63.13
ELEV = 2.00
LLDPE LINER
UPPER LIMIT
ELEV: 1.00
LLDPE LINER
LOWER LIMIT
ELEV: -3.00
AUXILIARY SPILLWAY
(SEE SHEET 37)
GRADE BREAK STA: = 12+65.95
ELEV: = 2.00
GRADE BREAK STA: = 12+69.95
ELEV: = 1.90
GRADE BREAK STA: = 12+84.95
ELEV: = 1.90
GRADE BREAK STA: = 12+88.95
ELEV: = 2.00
CONTRACTOR SHALL RESTORE
AREA TO ELEVATION OF
SURROUNDING GROUND AFTER
INSTALLATION OF LLDPE CURTAIN
CAP TOP AND SIDE SLOPES
WITH 3" INCHES OF TOP SOIL
(SEE DETAIL SHEET 37)
(TYP,)
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
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
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
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D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP
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
P C
0.0
0.0
0.0
0.0
L43
L
L
D
P
E
L
L
D
P
E
LLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPE
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00
S H
E E
T
M A
T C
H L I N
E
S
H
E
M
A
T
C
H
L I N
E
K I L
K E
N N
Y
D I T
U
G
T
O
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 41
VERIFY SCALE
2010-10-27
SCALE AS SHOWN
W E
T L
A N
D
R
E S
E R
O
G R
A M
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
PLAN VIEW
(1" = 40' HORIZ.)
PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. IN TRANSITION AREAS BETWEEN A FILL ELEVATION OF 2.0 AND
ADJACENT GROUND ELEVATION CONTRACTOR SHALL
TRANSITION GRADE OF A 20:1 OR FLATTER.
3. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
4. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
5. EARTHFILL REQUIREMENTS FOR DITCH PLUG FILL BID ITEM
SHALL BE OBTAINED FROM SUITABLE MATERIAL EXCAVATED
WITHIN THE PROJECT OR DESIGNATED BORROW AREAS .
PROPOSED DITCH PLUG 01
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
D S
G N
D
R
C H
K
A P
V D
N o
D E
S C
R I P
T I O
N A
P V
D B
Y D
A T
E
J D
H J D
H S
D L
T L R
J D
H
I S
S U
O N
S T
R U
C T
I O
N
J D
H
D A
T E
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING, DIKE MIX 2.5 ACRE
8 DITCHPLUG 1 973 LNFT CONTRACTOR SHALL RESTORE AREA TO ELEVATION OF SURROUNDING
GROUND AFTER INSTALLATION OF LLDPE CURTAIN.
A
B
CONTRACTOR SHALL FILL TO A MIN. OF 2.0 ELEV. AFTER LLDPE CURTAIN
INSTALLATION
AREA GRADING TYPE
A B A
* QUANTITIES PROVIDED FOR CONVENIENCE TO CONTRACTOR. NRCS MAKES NO GUARANTEES
NOR DOES IT IMPLY ANY ACCURACY OF THIS DATA. DATA WAS EXTRACTED FROM AUTOCAD,
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES PRIOR TO BIDDING.
A B
A
START B SECTION
STA: 10+36.13
ELEV: = 2.00
END B SECTION
STA: 16+63.13
ELEV: = 2.00
EXISTING DUNBAR ROAD
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
AUXILIARY SPILLWAY
(SEE SECTION SHEETS 37)
APPROXIMATE WRP
EASEMENT BOUNDARY
AUXILIARY SPILLWAY NOTES
1. CONTRACTOR SHALL INSTALL TURF REINFORCEMENT MATTING IN
ACCORDANCE WITH CONSTRUCTION SPECIFICATION 095.
2. CONTRACTOR SHALL INCREASE SEEDING RATEWITH IN LIMITS OF THE
AUXILIARY SPILLWAY, AS DESCRIBED IN THE CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL PROVIDE UNIFORM TRANSITION TO OUTFLOW CANAL
ISSUED FOR BID / CONSTRUCTION 06/17/2016
U N
I T
A
T E
S
D
E P
A R
M E
A
G R
I C
U L
T U
R E
SHEET KEY INDEX
I S
S U
O N
S T
R U
C T
I O
N
J D
H
CONTRACTOR SHALL CONSTRUCT DITCH PLUG 01
TO ELEVATION 2.00. CONTRACTOR SHALL USE
MINIERAL MATERIAL OBTAINED FROM DESIGNATED
BORROW AREAS.
EXISTING DITCH
LLDPE TO BE EXTENDED
50 L.F. @ A 50° RADIUS
AT ALL END POINTS (TYP.)
START B SECTION
Station=19+73.09
ELEV = 2.00
LLDPE LINER
UPPER LIMIT
ELEV: 1.00
LLDPE LINER
LOWER LIMIT
ELEV: -3.00
GRADE BREAK STA: = 20+86.44
ELEV: = 2.00
GRADE BREAK STA: = 21+09.44
ELEV: = 2.00
GRADE BREAK STA: = 21+05.44
ELEV: = 1.90
GRADE BREAK STA: = 20+90.44
ELEV: = 1.90
AUXILIARY SPILLWAY
(SEE SHEET 37)
CURTAIN END
Sta: 22+83.86
Offset: 24.74
N = 717347.03
E = 2813742.04
END B SECTION
Station=21+61.32
ELEV = 2.00
CAP TOP AND SIDE SLOPES
WITH 3" INCHES OF TOP SOIL
(SEE DETAIL SHEET 37)
(TYP,)
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
S
F
S
F
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
S
F
S
F
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
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
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
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
P
P
L
C
L
L
D
P
E
L
L
D
P
E
L
L
D
P
E
L
L
D
P
E
L L D
P E
L
L
D
P
E
L
L
D
P
E
L
L
D
P
E
L
L
D
P
E
L
L
D
P
E
21+50
END CURTAIN
Sta: 21+83.86
Offset: 24.74
N =717347.03
E = 2813742.04
S
H
E
M
A
T
C
H
L
I
N
E
K I L
K E
N N
Y
D I T
U
G
T
O
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 41
VERIFY SCALE
2010-10-27
SCALE AS SHOWN
W E
T L
A N
D
R
E S
E R
O
G R
A M
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
PLAN VIEW
(1" = 40' HORIZ.)
PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. IN TRANSITION AREAS BETWEEN A FILL ELEVATION OF 2.0 AND
ADJACENT GROUND ELEVATION CONTRACTOR SHALL
TRANSITION GRADE OF A 20:1 OR FLATTER.
3. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
4. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
5. EARTHFILL REQUIREMENTS FOR DITCH PLUG FILL BID ITEM
SHALL BE OBTAINED FROM SUITABLE MATERIAL EXCAVATED
WITHIN THE PROJECT OR DESIGNATED BORROW AREAS .
PROPOSED DITCH PLUG 01
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
D S
G N
D
R
C H
K
A P
V D
N o
D E
S C
R I P
T I O
N A
P V
D B
Y D
A T
E
J D
H J D
H S
D L
T L R
J D
H
I S
S U
O N
S T
R U
C T
I O
N
J D
H
D A
T E
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING, DIKE MIX 6.8 ACRE
8 DITCHPLUG 1 241 LNFT
LLDPE TO BE EXTENDED
50 L.F. @ A 50° RADIUS
AT ALL END POINTS (TYP.)
CONTRACTOR SHALL RESTORE AREA TO ELEVATION OF SURROUNDING
GROUND AFTER INSTALLATION OF LLDPE CURTAIN.
A
B
CONTRACTOR SHALL FILL TO A MIN. OF 2.0 ELEV. AFTER LLDPE CURTAIN
INSTALLATION
AREA GRADING TYPE
A
* QUANTITIES PROVIDED FOR CONVENIENCE TO CONTRACTOR. NRCS MAKES NO GUARANTEES
NOR DOES IT IMPLY ANY ACCURACY OF THIS DATA. DATA WAS EXTRACTED FROM AUTOCAD,
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES PRIOR TO BIDDING.
B
A
B
A
A
EXISTING DUNBAR ROAD
EXISTING A-5 ROAD
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
APPROXIMATE WRP
EASEMENT BOUNDARY
APPROXIMATE WRP
EASEMENT BOUNDARY
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
AUXILIARY SPILLWAY
(SEE SECTION SHEETS 37)
START B SECTION
STA: 19+73.09
ELEV: = 2.00
END B SECTION
STA: 21+61.32
ELEV: = 2.00
AUXILIARY SPILLWAY NOTES
1. CONTRACTOR SHALL INSTALL TURF REINFORCEMENT MATTING IN
ACCORDANCE WITH CONSTRUCTION SPECIFICATION 095.
2. CONTRACTOR SHALL INCREASE SEEDING RATEWITH IN LIMITS OF THE
AUXILIARY SPILLWAY, AS DESCRIBED IN THE CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL PROVIDE UNIFORM TRANSITION TO OUTFLOW CANAL
ISSUED FOR BID / CONSTRUCTION 06/17/2016
U N
I T
A
T E
S
D
E P
A R
M E
A
G R
I C
U L
T U
R E
SHEET KEY INDEX
I S
S U
O N
S T
R U
C T
I O
N
J D
H
CONTRACTOR SHALL CONSTRUCT THIS PORTION OF
DITCH PLUG 02 TO ELEVATION 2.50. CONTRACTOR
SHALL USE MINIERAL MATERIAL
OBTAINED FROM DESIGNATED BORROW AREAS.
START B SECTION
Station=7+23.64
ELEV =2.50
LLDPE TO BE EXTENDED
50 L.F. @ A 50° RADIUS
AT ALL END POINTS (TYP.)
LLDPE LINER
UPPER LIMIT
ELEV: 1.50
LLDPE LINER
LOWER LIMIT
ELEV: -4.00
CURTAIN START
Sta: 0+34.36
Offset: 23.31
N = 717498.71
E = 2813948.06
CONTRACTOR SHALL RESTORE
AREA TO ELEVATION OF
SURROUNDING GROUND AFTER
INSTALLATION OF LLDPE CURTAIN
CAP TOP AND SIDE SLOPES
WITH 3" INCHES OF TOP SOIL
(SEE DETAIL SHEET 37)
(TYP,)
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
L O
D L O
D L O
D L O
D L O
D
LOD
L
O
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
L O
D L O
D L O
D L O
D L O
D
LOD
L
O
D
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 WRP WRP WRP WRP WRP WRP
WRP
WRP WRP WRP WRP WRP WRP WRP
WRP
WRP WRP WRP WRP WRP WRP WRP
WRP
WRP WRP WRP WRP WRP WRP WRP
WRP
WRP WRP WRP WRP WRP WRP WRP
WRP
WRP WRP WRP WRP WRP WRP WRP
W
R
P
W
R
P
W
R
P
W
R
P
W
R
P
W
R
P
W
R
P
W
R
P
P T
.2
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
L45
LLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPE
L L D
P
E
CURTAIN START
Sta: 0+34.36
Offset: 23.31
N = 717498.71
E = 2813948.06
S H
E E
T
M A
T C
H L I N
E
K I L
K E
N N
Y
D I T
U
G
T
O
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 41
VERIFY SCALE
2010-10-27
SCALE AS SHOWN
W E
T L
A N
D
R
E S
E R
O
G R
A M
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
PLAN VIEW
(1" = 40' HORIZ.)
PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. IN TRANSITION AREAS BETWEEN A FILL ELEVATION OF 2.0 AND
ADJACENT GROUND ELEVATION CONTRACTOR SHALL
TRANSITION GRADE OF A 20:1 OR FLATTER.
3. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
4. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
5. EARTHFILL REQUIREMENTS FOR DITCH PLUG FILL BID ITEM
SHALL BE OBTAINED FROM SUITABLE MATERIAL EXCAVATED
WITHIN THE PROJECT OR DESIGNATED BORROW AREAS .
PROPOSED DITCH PLUG 02
EXISTING DITCH
D S
G N
D
R
C H
K
A P
V D
N o
D E
S C
R I P
T I O
N A
P V
D B
Y D
A T
E
J D
H J D
H S
D L
T L R
J D
H
I S
S U
O N
S T
R U
C T
I O
N
J D
H
D A
T E
EXISTING DITCH
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING, DIKE MIX 2.0 ACRE
9 DITCHPLUG 2 963 LNFT
LLDPE TO BE EXTENDED
50 L.F. @ A 50° RADIUS
AT ALL END POINTS (TYP.)
* QUANTITIES PROVIDED FOR CONVENIENCE TO CONTRACTOR. NRCS MAKES NO GUARANTEES
NOR DOES IT IMPLY ANY ACCURACY OF THIS DATA. DATA WAS EXTRACTED FROM AUTOCAD,
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES PRIOR TO BIDDING.
A B
A B
EXISTING DUNBAR ROAD
EXISTING A-5 ROAD
CONTRACTOR SHALL RESTORE AREA TO ELEVATION OF SURROUNDING
GROUND AFTER INSTALLATION OF LLDPE CURTAIN.
A
B
CONTRACTOR SHALL FILL TO A MIN. OF 2.5 AFTER LLDPE CURTAIN
INSTALLATION
AREA GRADING TYPE
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
APPROXIMATE WRP
EASEMENT BOUNDARY
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
START B SECTION
STA: 7+23.64
ELEV: = 2.50
ISSUED FOR BID / CONSTRUCTION 06/17/2016
U N
I T
A
T E
S
D
E P
A R
M E
A
G R
I C
U L
T U
R E
SHEET KEY INDEX
I S
S U
O N
S T
R U
C T
I O
N
J D
H
CONTRACTOR SHALL RESTORE
AREA TO ELEVATION OF
SURROUNDING GROUND AFTER
INSTALLATION OF LLDPE CURTAIN
EXISTING DITCH
Sta: 10+10.00
Elev: 1.50
Sta: 10+20.00
Elev: 1.00
END B SECTION
Station=9+72.87
ELEV = 2.50
LLDPE LINER
UPPER LIMIT
ELEV: 1.00
LLDPE LINER
LOWER LIMIT
ELEV: -4.00
AUXILIARY SPILLWAY
(SEE SHEET 37)
GRADE BREAK STA: = 10+54.03
ELEV: = 2.50
GRADE BREAK STA: = 10+58.03
ELEV: = 2.40
GRADE BREAK STA: = 10+73.10
ELEV: = 2.40
GRADE BREAK STA: = 10+77.10
ELEV: = 2.50
START B SECTION
Station=10+21.69
ELEV: = 2.50
END B SECTION
Station=10+79.37
ELEV: = 2.50
CAP TOP AND SIDE SLOPES
WITH 3" INCHES OF TOP SOIL
(SEE DETAIL SHEET 37)
(TYP,)
CONTRACTOR SHALL CONSTRUCT THIS PORTION OF
DITCH PLUG 02 TO ELEVATION 2.50. CONTRACTOR
SHALL USE MINIERAL MATERIAL
OBTAINED FROM DESIGNATED BORROW AREAS.
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP WRP
9+50 10+00
10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50
P I
L46
LLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPE
LLDPE
LLDPE
LLDPE
S H
E E
T
M A
T C
H L I N
E
S H
E E
T
M A
T C
H L I N
E
K I L
K E
N N
Y
D I T
U
G
T
O
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 41
VERIFY SCALE
2010-10-27
SCALE AS SHOWN
W E
T L
A N
D
R
E S
E R
O
G R
A M
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
PLAN VIEW
(1" = 40' HORIZ.)
PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. IN TRANSITION AREAS BETWEEN A FILL ELEVATION OF 2.0 AND
ADJACENT GROUND ELEVATION CONTRACTOR SHALL
TRANSITION GRADE OF A 20:1 OR FLATTER.
3. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
4. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
5. EARTHFILL REQUIREMENTS FOR DITCH PLUG FILL BID ITEM
SHALL BE OBTAINED FROM SUITABLE MATERIAL EXCAVATED
WITHIN THE PROJECT OR DESIGNATED BORROW AREAS .
PROPOSED DITCH PLUG 02
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
D S
G N
D
R
C H
K
A P
V D
N o
D E
S C
R I P
T I O
N A
P V
D B
Y D
A T
E
J D
H J D
H S
D L
T L R
J D
H
I S
S U
O N
S T
R U
C T
I O
N
J D
H
D A
T E
EXISTING DUNBAR ROAD
* QUANTITIES PROVIDED FOR CONVENIENCE TO CONTRACTOR. NRCS MAKES NO GUARANTEES
NOR DOES IT IMPLY ANY ACCURACY OF THIS DATA. DATA WAS EXTRACTED FROM AUTOCAD,
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES PRIOR TO BIDDING.
CONTRACTOR SHALL RESTORE AREA TO ELEVATION OF SURROUNDING
GROUND AFTER INSTALLATION OF LLDPE CURTAIN.
A
B
CONTRACTOR SHALL FILL TO A MIN. OF 2.5 AFTER LLDPE CURTAIN
INSTALLATION
AREA GRADING TYPE
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING, DIKE MIX 2.5 ACRE
8 DITCHPLUG 2 963 LNFT
B
A
B A
B A B A
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
END B SECTION
STA: 9+72.87
ELEV: = 2.50
START B SECTION
STA: 10+21.69
ELEV: = 2.50
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
AUXILIARY SPILLWAY
(SEE SECTION SHEETS 37)
END B SECTION
STA: 10+82.87
ELEV: = 2.50
AUXILIARY SPILLWAY NOTES
1. CONTRACTOR SHALL INSTALL TURF REINFORCEMENT MATTING IN
ACCORDANCE WITH CONSTRUCTION SPECIFICATION 095.
2. CONTRACTOR SHALL INCREASE SEEDING RATEWITH IN LIMITS OF THE
AUXILIARY SPILLWAY, AS DESCRIBED IN THE CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL PROVIDE UNIFORM TRANSITION TO OUTFLOW CANAL
ISSUED FOR BID / CONSTRUCTION 06/17/2016
U N
I T
A
T E
S
D
E P
A R
M E
A
G R
I C
U L
T U
R E
SHEET KEY INDEX
I S
S U
O N
S T
R U
C T
I O
N
J D
H
EXISTING DITCH
EXISTING DITCH
END B SECTION
Station=20+04.84
ELEV = 2.50
START B SECTION
Station=19+51.33
ELEV = 2.50
START B SECTION
Station=28+30.30
ELEV = 2.50
END B SECTION
Station=28+55.60
ELEV = 2.47
LLDPE LINER
UPPER LIMIT
ELEV: 1.00
LLDPE LINER
LOWER LIMIT
ELEV: -4.00
CONTRACTOR SHALL RESTORE
AREA TO ELEVATION OF
SURROUNDING GROUND AFTER
INSTALLATION OF LLDPE CURTAIN
AUXILIARY SPILLWAY
(SEE SHEET 37)
GRADE BREAK STA: = 19+60.94
ELEV: = 2.50
GRADE BREAK STA: = 19+64.94
ELEV: = 2.40
GRADE BREAK STA: = 19+79.94
ELEV: = 2.40
GRADE BREAK STA: = 19+83.94
ELEV: = 2.50
GRADE BREAK STA: = 28+33.70
ELEV: = 2.50
GRADE BREAK STA: = 28+37.70
ELEV: = 2.40
GRADE BREAK STA: = 28+52.70
ELEV: = 2.40
GRADE BREAK STA: = 28+55.60
ELEV: = 2.47
AUXILIARY SPILLWAY
(SEE SHEET 37)
CAP TOP AND SIDE SLOPES
WITH 3" INCHES OF TOP SOIL
(SEE DETAIL SHEET 37)
(TYP,)
CAP TOP AND SIDE SLOPES
WITH 3" INCHES OF TOP SOIL
(SEE DETAIL SHEET 37)
(TYP,)
CONTRACTOR SHALL CONSTRUCT THIS PORTION OF
DITCH PLUG 02 TO ELEVATION 2.50. CONTRACTOR
SHALL USE MINIERAL MATERIAL
OBTAINED FROM DESIGNATED BORROW AREAS.
CONTRACTOR SHALL CONSTRUCT THIS PORTION OF
DITCH PLUG 02 TO ELEVATION 2.50. CONTRACTOR
SHALL USE MINIERAL MATERIAL
OBTAINED FROM DESIGNATED BORROW AREAS.
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
LOD
LO
D
L O
D
L O
D
LO
D
L O
D
L O
D
L O
D
LO
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
LO
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
LO
D
L O
D
L O
D
LO
D
L O
D
L O
D
L O
D
LO
D
L O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
LOD
LO
D
L O
D
L O
D
LO
D
L O
D
L O
D
L O
D
LO
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
LO
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
LO
D
L O
D
L O
D
LO
D
L O
D
L O
D
L O
D
LO
D
L O
D
L O
D
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
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
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
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
W R
P
W R
P
W R
P
W R
P
21+
22+
23+
27+50
P I
P C
L
C
L
L
D
P
E
L
L
D
P
E
L
L
D
P
E
L
L
D
P
E
L
L
D
P
E
L
L
D
P
E
L L D
P E
L L D
P E
L L D
P E
L L D
P E
L L D
P E
LLD
P
E
L L D
P E
LLD
P
E
L L D
P E
L L D
P E
L L D
P E
L L D
P E
LLD
P
E
L L D
P E
LLD
P
E
L L D
P E
L L D
P E
L L D
P E
L L D
P E
L L D
P E
S H
E E
T
M A
T C
H L I N
E
S
H
E
M
A
T
C
H
L
I
N
E
K I L
K E
N N
Y
D I T
U
G
T
O
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 41
VERIFY SCALE
2010-10-27
SCALE AS SHOWN
W E
T L
A N
D
R
E S
E R
O
G R
A M
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
PLAN VIEW
(1" = 40' HORIZ.)
PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. IN TRANSITION AREAS BETWEEN A FILL ELEVATION OF 2.0 AND
ADJACENT GROUND ELEVATION CONTRACTOR SHALL
TRANSITION GRADE OF A 20:1 OR FLATTER.
3. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
4. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
5. EARTHFILL REQUIREMENTS FOR DITCH PLUG FILL BID ITEM
SHALL BE OBTAINED FROM SUITABLE MATERIAL EXCAVATED
WITHIN THE PROJECT OR DESIGNATED BORROW AREAS .
PROPOSED DITCH PLUG 02
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
D S
G N
D
R
C H
K
A P
V D
N o
D E
S C
R I P
T I O
N A
P V
D B
Y D
A T
E
J D
H J D
H S
D L
T L R
J D
H
I S
S U
O N
S T
R U
C T
I O
N
J D
H
D A
T E
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING, DIKE MIX 2.5 ACRE
9 DITCHPLUG 2 963 LNFT
* QUANTITIES PROVIDED FOR CONVENIENCE TO CONTRACTOR. NRCS MAKES NO GUARANTEES
NOR DOES IT IMPLY ANY ACCURACY OF THIS DATA. DATA WAS EXTRACTED FROM AUTOCAD,
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES PRIOR TO BIDDING.
CONTRACTOR SHALL RESTORE AREA TO ELEVATION OF SURROUNDING
GROUND AFTER INSTALLATION OF LLDPE CURTAIN.
A
B
CONTRACTOR SHALL FILL TO A MIN. OF 2.5 AFTER LLDPE CURTAIN
INSTALLATION
AREA GRADING TYPE
A
B
A
B
A
A B A
EXISTING DUNBAR ROAD
B A
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
START B SECTION
STA: 19+51.33
ELEV: = 2.50
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
AUXILIARY SPILLWAY
(SEE SECTION SHEETS 37)
END B SECTION
STA: 20+04.84
ELEV: = 2.50
START B SECTION
STA: 28+37.70
ELEV: = 2.50
END B SECTION
STA: 28+55.60
ELEV: = 2.50
AUXILIARY SPILLWAY
(SEE SECTION SHEETS 37)
AUXILIARY SPILLWAY NOTES
1. CONTRACTOR SHALL INSTALL TURF REINFORCEMENT MATTING IN
ACCORDANCE WITH CONSTRUCTION SPECIFICATION 095.
2. CONTRACTOR SHALL INCREASE SEEDING RATEWITH IN LIMITS OF THE
AUXILIARY SPILLWAY, AS DESCRIBED IN THE CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL PROVIDE UNIFORM TRANSITION TO OUTFLOW CANAL
ISSUED FOR BID / CONSTRUCTION 06/17/2016
U N
I T
A
T E
S
D
E P
A R
M E
A
G R
I C
U L
T U
R E
SHEET KEY INDEX
I S
S U
O N
S T
R U
C T
I O
N
J D
H
CONTRACTOR SHALL CONSTRUCT THIS PORTION OF
DITCH PLUG 02 TO ELEVATION 2.00. CONTRACTOR
MINIERAL MATERIAL SHALL USE OBTAINED FROM
DESIGNATED BORROW AREAS.
EXISTING DITCH
EXISTING DITCH
START B SECTION
Station=31+44.76
ELEV = 2.00
END B SECTION
Station=35+81.18
ELEV = 2.00
START CONSTRUCTION
Station=34+42.15
ELEV = 2.00
END CONSTRUCTION
Station=34+65.15
ELEV = 2.00
START B SECTION
Station=36+19.99
ELEV = 2.00
LLDPE TO BE EXTENDED
50 L.F. @ A 50° RADIUS
AT ALL END POINTS (TYP.)
LLDPE LINER
UPPER LIMIT
ELEV: 0.50
LLDPE LINER
LOWER LIMIT
ELEV: -4.00
END B SECTION
Station=39+10.58
ELEV = 2.00
CURTAIN END
Sta: 23+53.47
Offset: 23.14
N = 715877.39
E = 2816796.02
CONTRACTOR SHALL RESTORE
AREA TO ELEVATION OF
SURROUNDING GROUND AFTER
INSTALLATION OF LLDPE CURTAIN
START CONSTRUCTION
Station=34+46.15
ELEV = 1.90
START CONSTRUCTION
Station=34+61.15
ELEV = 1.90
AUXILIARY SPILLWAY
(SEE SHEET 37)
CAP TOP AND SIDE SLOPES
WITH 3" INCHES OF TOP SOIL
(SEE DETAIL SHEET 37)
(TYP,)
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
WRP
WRP
WRP
WRP
WRP
WRP
WRP
WRP
WRP
WRP
WRP
WRP
WRP
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
30+00
30+50
31+00
31+50
32+00
32+50
33+00
33+50
34+00
34+50
35+00
35+50
36+00
36+50
37+00
37+50
P T
0.0
0.0
0.0
L48
L
L
D
P
E
LLDPE
LLDPE
LLDPE
LLDPE
LLDPE
LLDPE
LLDPE
LLDPE
LLDPE
LLDPE
LLDPE
LLDPE
LLDPE
LLDPE
LLDPE
LLDPE
LLDPE
LLDPE
LLDPE
L
L
D
P
E
L
L
D
P
E
L
L
D
P
E
L
L
D
P
E
L
L
D
P
E
PC: 38+08.67
PT: 38+27.99
PT: 38+33.35
Sta: 39+53.47
Offset: 23.14
N = 715877.39
E = 2816796.02
S
H
E
M
A
T
C
H
L
I
N
E
K I L
K E
N N
Y
D I T
U
G
T
O
CN-101
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 41
VERIFY SCALE
KILKENNY
Value
SCALE AS SHOWN
W E
T L
A N
D
R
E S
E R
O
G R
A M
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
PLAN VIEW
(1" = 40' HORIZ.)
PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. IN TRANSITION AREAS BETWEEN A FILL ELEVATION OF 2.0 AND
ADJACENT GROUND ELEVATION CONTRACTOR SHALL
TRANSITION GRADE OF A 20:1 OR FLATTER.
3. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
4. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
5. EARTHFILL REQUIREMENTS FOR DITCH PLUG FILL BID ITEM
SHALL BE OBTAINED FROM SUITABLE MATERIAL EXCAVATED
WITHIN THE PROJECT OR DESIGNATED BORROW AREAS .
PROPOSED DITCH PLUG 02
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
D S
G N
D
R
C H
K
A P
V D
N o
D E
S C
R I P
T I O
N A
P V
D B
Y D
A T
E
J D
H J D
H S
D L
T L R
J D
H
I S
S U
O N
S T
R U
C T
I O
N
J D
H
D A
T E
* QUANTITIES PROVIDED FOR CONVENIENCE TO CONTRACTOR. NRCS MAKES NO GUARANTEES
NOR DOES IT IMPLY ANY ACCURACY OF THIS DATA. DATA WAS EXTRACTED FROM AUTOCAD,
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES PRIOR TO BIDDING.
CONTRACTOR SHALL RESTORE AREA TO ELEVATION OF SURROUNDING
GROUND AFTER INSTALLATION OF LLDPE CURTAIN.
A
B
CONTRACTOR SHALL FILL TO A MIN. OF 2.5 AFTER LLDPE CURTAIN
INSTALLATION
AREA GRADING TYPE
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING, DIKE MIX 2.3 ACRE
9 DITCHPLUG 2 1065 LNFT
B
A
A
B
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
START B SECTION
STA: 31+44.76
ELEV: = 2.00
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
AUXILIARY SPILLWAY
(SEE SECTION SHEETS 37)
END B SECTION
STA: 35+81.15
ELEV: = 2.00
START B SECTION
STA: 36+19.99
ELEV: = 2.00
END B SECTION
STA: 39+10.58
ELEV: = 2.00
A B A B
AUXILIARY SPILLWAY NOTES
1. CONTRACTOR SHALL INSTALL TURF REINFORCEMENT MATTING IN
ACCORDANCE WITH CONSTRUCTION SPECIFICATION 095.
2. CONTRACTOR SHALL INCREASE SEEDING RATEWITH IN LIMITS OF THE
AUXILIARY SPILLWAY, AS DESCRIBED IN THE CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL PROVIDE UNIFORM TRANSITION TO OUTFLOW CANAL
ISSUED FOR BID / CONSTRUCTION 06/17/2016
U N
I T
A
T E
S
D
E P
A R
M E
A
G R
I C
U L
T U
R E
SHEET KEY INDEX
I S
S U
O N
S T
R U
C T
I O
N
J D
H
Alignment - WCS 01 -0+50.00-1+50.00
-1:5
Horizontal
GRADE BREAK STA = 0+23.16
ELEV = -2.17
GRADE BREAK STA = 0+81.96
ELEV = -2.20
WCS 01 FURNISH AND INSTALL
4' x 6' PRECAST WATER
CONTROL STRUCTURE
TOP OF DIKE: 2.50
TOP OF RISER: 1.75
FIXED PLATE: 0.95
INV. IN: -1.50
FURNISH AND INSTALL
1 - 24 IN HDPE
AASHTO M 294 'S' 40.00 LF
INV. IN: -1.50
INV. OUT: -2.00
PROPOSED GRADE
EXISTING GRADE
FIXED PLATE
ELEV: 0.95
CONTRACTOR SHALL
SLOPE DITCH TO DRAIN
LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD
WRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRP
LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD
L2
FURNISH AND INSTALL
1 - 24 IN HDPE - S
AASHTO M 294 'S' 40.00 LF
INV. IN: -1.50
INV. OUT: -2.00
WCS 01 FURNISH AND INSTALL
6' x 4' PRECAST WATER
CONTROL STRUCTURE
TOP OF RISER: 1.75
FIXED WEIR: 0.95
INV. IN: -1.50
LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE
48+00 48+50 49+00 49+50 50+00 50+50
Alignment - WCS 02 -0+50.00-2+00.00
-Horizontal
-1:5
GRADE BREAK STA = 0+18.36
ELEV = -1.33
GRADE BREAK STA = 0+75.63
ELEV = -2.22
FURNISH AND INSTALL
1 - 24 IN HDPE
AASHTO M 294 'S' 40.00 LF
INV. IN: -1.00
INV. OUT: -1.50
WCS 02 FURNISH AND INSTALL
4' x 6' PRECAST WATER
CONTROL STRUCTURE
TOP OF DIKE: 2.75
TOP OF RISER: 2.15
FIXED PLATE: 1.50
INV. IN: -1.00
PROPOSED GRADE
EXISTING GRADE
FIXED PLATE
ELEV: 1.50
CONTRACTOR SHALL
SLOPE DITCH TO DRAIN
K I L
K E
N N
Y
W A
T E
R
C
O N
T R
R
U C
T U
R E
S
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 41
VERIFY SCALE
2010-10-27
SCALE AS SHOWN
W E
T L
A N
D
R
E S
E R
O
G R
A M
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 PLAN VIEW
(1" = 40' HORIZ.)
WCS 01 PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
PROPOSED DIKE 01
EXISTING DITCH
D S
G N
D
R
C H
K
A P
V D
J D
H J D
H S
D L
T L R
J D
H
D A
T E
LIMITS OF
DISTURBANCE
(TYP.)
GENERAL NOTES
1. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION CONTROL
PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
2. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS BETWEEN PROPOSED
AND EXISTING GRADE.
3. SHADED AREAS DEPICTED IN PLAN VIEWS ARE FOR GRAPHICAL
REPRESENTATION ONLY, SEE PROFILES AND TYPICAL CROSS SECTIONS FOR
DETAILED INFORMATION.
4. CONTRACTOR TO DISPOSE OF ALL SPOIL, WAIST AND DEBRIS PER
CONSTRUCTION PLANS AND SPECIFICATIONS
CONTRACTOR SHALL PROVIDE
UNIFORM SLOPE TO EXISTING
DITCH AND WATER CONTROL
STRUCTURE
WCS 02 PLAN VIEW
(1" = 40' HORIZ.)
WCS 02 PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
PROPOSED DIKE 02
LIMITS OF
DISTURBANCE
(TYP.)
CONTRACTOR SHALL PROVIDE
UNIFORM SLOPE TO EXISTING
DITCH AND WATER CONTROL
STRUCTURE
EXISTING DITCH
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
CONTRACTOR SHALL
SLOPES DITCH TO DRAIN
CONTRACTOR SHALL
SLOPES DITCH TO DRAIN
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
U N
I T
A
T E
S
D
E P
A R
M E
A
G R
I C
U L
T U
R E
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
ISSUED FOR BID / CONSTRUCTION 06/17/2016
I S
S U
O N
S T
R U
C T
I O
N
J D
H
| 25 SLOUGH 03 - 9+10.00 TO 18+20.00 |
| 26 SLOUGH 03 - 18+20.00 TO 21+29.99 |
| 27 DITCH PLUG 01 - 0+00.00 TO 9+62.87 |
| 28 DITCH PLUG 01 - 9+62.87 TO 19+25.73 |
| 29 DITCH PLUG 01 - 19+25.73 TO 21+66.25 |
| 30 DITCH PLUG 02 - 0+00.00 TO 9+62.87 |
| 31 DITCH PLUG 02 - 9+62.87 TO 19+25.73 |
| 32 DITCH PLUG 02 - 19+25.73 TO 28+88.60 |
| 33 DITCH PLUG 02 - 28+88.60 TO 37+68.06 |
| 34 WATER CONTROL STRUCTURES |
File details come from the government source that posted it. Updated .