20160715_Kilkenny_Farms_REV_1_ISSUED_FOR_CONSTRUCTION_SHEETS_7_-_15.pdf
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PROPOSED GRADE
EXISTING GRADE
CONTRACTOR SHALL CONSTRUCT DIKE 01
TO ELEVATION 2.50. CONTRACTOR SHALL USE
MINIERAL MATERIAL OBTAINED FROM DESIGNATED
BORROW AREAS.
LLDPE LINER
UPPER LIMIT
ELEV: 1.50
LLDPE LINER
LOWER LIMIT
ELEV: -2.00
LLDPE LINER
LOWER LIMIT
ELEV: -3.50
26+00
-2.00
26+29.26
-3.50
EXISTING DITCH
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
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
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
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
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
P
T
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
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
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
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
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
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
S
H
E
E
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 K
E
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
V
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
PLAN VIEW
(1" = 40' HORIZ.)
PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
EXISTING DITCH
PROPOSED DIKE 01
EXISTING DITCH
EXISTING A-3 CANAL
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
D
F
O
B
I
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 2.2 ACRE
6 SLOUGH 2 127 LNFT
3 DIKE 1 963 LNFT
APPROXIMATE WRP
EASEMENT BOUNDARY
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
EXISTING A-4 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.
PROPOSED SLOUGH 02
(SEE SHEET 20 - 22)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
B
B
B
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 ELEV. AFTER LLDPE CURTAIN
INSTALLATION
AREA GRADING TYPE
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
U N
I T
S
A
T E
S
D
E P
A R
M E
N
A
G R
I C
U L
T U
R E
ISSUED FOR BID / CONSTRUCTION 06/17/2016
SHEET KEY INDEX
I S
S U
O N
S T
R U
C T
I O
N
J D
H
DIKE GENERAL NOTES
1. DIKE CORE SHALL BE INSTALLED TO THE DEPTH SPECIFIED ON THE PLAN AND PROFILE
SHEETS. DIKE CORE SHALL BE CONSTRUCTED WITH SUITABLE SOILS EXCAVATED FROM THE
SLOUGH CONSTRUCTION. THE DIKE SHALL BE COMPACTED IN ACCORDANCE WITH
CONSTRUCTION SPECIFICATIONS.
2. EXTERIOR AND INTERIOR SLOPES SHALL BE CONSTRUCTED USING SUITABLE SOILS AS
SPECIFIED ABOVE. TOP AND SIDE SLOPES SHALL BE CAPPED WITH 3" OF ADDITIONAL
ORGANIC CAPPING MATERIAL AS SHOWN IN TYPICAL CROSS SECTION DETAILS ON SHEET 37.
DIKE SIDE SLOPES SHALL BE 5:1 OR FLATTER.
3. LLDPE CURTAIN SHALL BE EXTENDED AT THE START AND END OF INSTALLATION AN
ADDITIONAL 50 L.F. ON A 50' RADIUS TO THE INSIDE OF THE DIKE CONSTRUCTION AS SHOWN
IN PLAN AND PROFILE DRAWINGS.
4. IF ADDITIONAL BORROW IS REQUIRED, CONTRCTOR SHALL COORDINATE WITH PROJECT
ENGINEER FOR BORROW AREA LOCATIONS PRIOR TO BIDDING. NO ADDITIONAL
MODIFICATION OR FUNDS WILL BE MADE AVAILABLE FOR ADDITIONAL BORROW AFTER BID IS
RECEIVED.
5. EARTHFILL REQUIREMENTS FOR DIKE FILL BID ITEM SHALL BE OBTAINED FROM SUITABLE
MATERIAL EXCAVATED WITHIN THE PROJECT OR DESIGNATED BORROW AREAS.
Horizontal
EXISTING GRADE
CONTRACTOR SHALL CONSTRUCT DIKE 01
TO ELEVATION 2.50. CONTRACTOR SHALL USE
MINIERAL MATERIAL OBTAINED FROM DESIGNATED
BORROW AREAS.
LLDPE LINER
UPPER LIMIT
ELEV: 1.50
LLDPE LINER
LOWER LIMIT
ELEV: -3.50
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
CAP TOP AND SIDE SLOPES
WITH 3" INCHES OF TOP SOIL
(SEE DETAIL SHEET 37)
(TYP,)
S F
S F
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
L
O
D
L
O
D
L
O
D
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
LOD LOD LOD LOD LOD
WRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRP
S F
S F
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
L
O
D
L
O
D
L
O
D
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
LOD LOD LOD LOD LOD
0.0
.0
0.0
0.0
LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE
28+50 29+00 29+50 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 38+00 38+50 39+00
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 K
E
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.)
PROPOSED DIKE 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 2.3 ACRE
3 DIKE 1 963 LNFT
APPROXIMATE WRP
EASEMENT BOUNDARY
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
* 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.
PROPOSED SLOUGH 02
(SEE SHEET 20 - 22)
EXISTING A-3 CANAL
EXISTING A-4 ROAD
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
B
B
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 ELEV. AFTER LLDPE CURTAIN
INSTALLATION
AREA GRADING TYPE
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
ISSUED FOR BID / CONSTRUCTION 06/17/2016
SHEET KEY INDEX
PROPOSED TEMPORARY STOCKPILE
AREA 1 CONTRACTOR SHALL INSTALL
SILT FENCE IF STOCKPILE AREA IS
UTILIZED
SILT FENCE
(SEE DETAIL
SHEET 40)
SILT FENCE
(SEE DETAIL
SHEET 40)
I S
S U
O N
S T
R U
C T
I O
N
J D
H
DIKE GENERAL NOTES
1. DIKE CORE SHALL BE INSTALLED TO THE DEPTH SPECIFIED ON THE PLAN AND PROFILE
SHEETS. DIKE CORE SHALL BE CONSTRUCTED WITH SUITABLE SOILS EXCAVATED FROM THE
SLOUGH CONSTRUCTION. THE DIKE SHALL BE COMPACTED IN ACCORDANCE WITH
CONSTRUCTION SPECIFICATIONS.
2. EXTERIOR AND INTERIOR SLOPES SHALL BE CONSTRUCTED USING SUITABLE SOILS AS
SPECIFIED ABOVE. TOP AND SIDE SLOPES SHALL BE CAPPED WITH 3" OF ADDITIONAL
ORGANIC CAPPING MATERIAL AS SHOWN IN TYPICAL CROSS SECTION DETAILS ON SHEET 37.
DIKE SIDE SLOPES SHALL BE 5:1 OR FLATTER.
3. LLDPE CURTAIN SHALL BE EXTENDED AT THE START AND END OF INSTALLATION AN
ADDITIONAL 50 L.F. ON A 50' RADIUS TO THE INSIDE OF THE DIKE CONSTRUCTION AS SHOWN
IN PLAN AND PROFILE DRAWINGS.
4. IF ADDITIONAL BORROW IS REQUIRED, CONTRCTOR SHALL COORDINATE WITH PROJECT
ENGINEER FOR BORROW AREA LOCATIONS PRIOR TO BIDDING. NO ADDITIONAL
MODIFICATION OR FUNDS WILL BE MADE AVAILABLE FOR ADDITIONAL BORROW AFTER BID IS
RECEIVED.
CONTRACTOR SHALL CONSTRUCT DIKE 01
TO ELEVATION 2.50. CONTRACTOR SHALL USE
MINIERAL MATERIAL OBTAINED FROM DESIGNATED
BORROW AREAS.
LLDPE LINER
UPPER LIMIT
ELEV: 1.50
LLDPE LINER
LOWER LIMIT
ELEV: -3.50
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
PIPE WTS #1
1 - 16 IN. SCHD. 40 PVC.
ASTM D 3304
150 L.F.
SLOPE = 0%
FLOW FILL TOP EL: -4.50
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
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 LOD LOD
L
O
D
L
O
D
LOD LOD LOD
WRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRP
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
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
L
O
D
LOD LOD LOD
0.0
0.0
0.0
0.0
LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE
0.0 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50
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 K
E
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
PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
PROPOSED DIKE 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 2.3 ACRE
5 SLOUGH 1 112 LNFT
3 DIKE 1 963 LNFT
11 FLOW TRANSFER STRUCTURE 1 EACH
APPROXIMATE WRP
EASEMENT BOUNDARY
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
* 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.
PROPOSED SLOUGH 01
(SEE SHEETS 17 - 19)
EXISTING A-3 CANAL
EXISTING A-4 ROAD
PROPOSED WATER
TRANSFER STRUCTURE
(SEE SHEETS 34 - 35)
PLAN VIEW
(1" = 40' HORIZ.)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
B
B
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 ELEV. AFTER LLDPE CURTAIN
INSTALLATION
AREA GRADING TYPE
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
ISSUED FOR BID / CONSTRUCTION 06/17/2016
SHEET KEY INDEX
I S
S U
O N
S T
R U
C T
I O
N
J D
H
DIKE GENERAL NOTES
1. DIKE CORE SHALL BE INSTALLED TO THE DEPTH SPECIFIED ON THE PLAN AND PROFILE
SHEETS. DIKE CORE SHALL BE CONSTRUCTED WITH SUITABLE SOILS EXCAVATED FROM THE
SLOUGH CONSTRUCTION. THE DIKE SHALL BE COMPACTED IN ACCORDANCE WITH
CONSTRUCTION SPECIFICATIONS.
2. EXTERIOR AND INTERIOR SLOPES SHALL BE CONSTRUCTED USING SUITABLE SOILS AS
SPECIFIED ABOVE. TOP AND SIDE SLOPES SHALL BE CAPPED WITH 3" OF ADDITIONAL
ORGANIC CAPPING MATERIAL AS SHOWN IN TYPICAL CROSS SECTION DETAILS ON SHEET 37.
DIKE SIDE SLOPES SHALL BE 5:1 OR FLATTER.
3. LLDPE CURTAIN SHALL BE EXTENDED AT THE START AND END OF INSTALLATION AN
ADDITIONAL 50 L.F. ON A 50' RADIUS TO THE INSIDE OF THE DIKE CONSTRUCTION AS SHOWN
IN PLAN AND PROFILE DRAWINGS.
4. IF ADDITIONAL BORROW IS REQUIRED, CONTRCTOR SHALL COORDINATE WITH PROJECT
ENGINEER FOR BORROW AREA LOCATIONS PRIOR TO BIDDING. NO ADDITIONAL
MODIFICATION OR FUNDS WILL BE MADE AVAILABLE FOR ADDITIONAL BORROW AFTER BID IS
RECEIVED.
CONTRACTOR SHALL CONSTRUCT DIKE 01
TO ELEVATION 2.50. CONTRACTOR SHALL USE
MINIERAL MATERIAL OBTAINED FROM DESIGNATED
BORROW AREAS.
LLDPE LINER
UPPER LIMIT
ELEV: 1.50
LLDPE LINER
LOWER LIMIT
ELEV: -3.50
WCS 01 FURNISH AND INSTALL
4' x 6' PRECAST WATER
CONTROL STRUCTURE
TOP OF RISER: 1.75
FIXED PLATE: 0.95
INV. IN: -1.50
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
FURNISH AND INSTALL
1 - 24 IN HDPE
AASHTO M 294 'S' 40.00 LF
INV. IN: -1.50
INV. OUT: -2.00
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
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
WRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRP
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
0.0
0.0
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 LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE
48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00
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 K
E
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.)
PROPOSED DIKE 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 2.4 ACRE
3 DIKE 1 963 LNFT
12 24" CORRUGATED POLYETHYLENE PIPE 40 LNFT
10 PRECAST WATER CONTROL STRUCTURE 6' X 4' 1 EACH
APPROXIMATE WRP
EASEMENT BOUNDARY
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
* 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.
EXISTING A-3 CANAL
EXISTING A-4 ROAD
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
B
B
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 ELEV. AFTER LLDPE CURTAIN
INSTALLATION
AREA GRADING TYPE
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
ISSUED FOR BID / CONSTRUCTION 06/17/2016
SHEET KEY INDEX
I S
S U
O N
S T
R U
C T
I O
N
J D
H
DIKE GENERAL NOTES
1. DIKE CORE SHALL BE INSTALLED TO THE DEPTH SPECIFIED ON THE PLAN AND PROFILE
SHEETS. DIKE CORE SHALL BE CONSTRUCTED WITH SUITABLE SOILS EXCAVATED FROM THE
SLOUGH CONSTRUCTION. THE DIKE SHALL BE COMPACTED IN ACCORDANCE WITH
CONSTRUCTION SPECIFICATIONS.
2. EXTERIOR AND INTERIOR SLOPES SHALL BE CONSTRUCTED USING SUITABLE SOILS AS
SPECIFIED ABOVE. TOP AND SIDE SLOPES SHALL BE CAPPED WITH 3" OF ADDITIONAL
ORGANIC CAPPING MATERIAL AS SHOWN IN TYPICAL CROSS SECTION DETAILS ON SHEET 37.
DIKE SIDE SLOPES SHALL BE 5:1 OR FLATTER.
3. LLDPE CURTAIN SHALL BE EXTENDED AT THE START AND END OF INSTALLATION AN
ADDITIONAL 50 L.F. ON A 50' RADIUS TO THE INSIDE OF THE DIKE CONSTRUCTION AS SHOWN
IN PLAN AND PROFILE DRAWINGS.
4. IF ADDITIONAL BORROW IS REQUIRED, CONTRCTOR SHALL COORDINATE WITH PROJECT
ENGINEER FOR BORROW AREA LOCATIONS PRIOR TO BIDDING. NO ADDITIONAL
MODIFICATION OR FUNDS WILL BE MADE AVAILABLE FOR ADDITIONAL BORROW AFTER BID IS
RECEIVED.
Horizontal
GRADE BREAK STA = 63+00.00
ELEV = 2.50
GRADE BREAK STA = 63+10.00
ELEV = 2.25
GRADE BREAK STA = 63+90.00
ELEV = 2.25
GRADE BREAK STA = 64+00.00
ELEV = 2.50
GRADE BREAK STA = 67+66.27
ELEV = 2.50
PROPOSED GRADE
EXISTING GRADE
CONTRACTOR SHALL CONSTRUCT DIKE 01
TO ELEVATION 2.50. CONTRACTOR SHALL USE
MINIERAL MATERIAL OBTAINED FROM DESIGNATED
BORROW AREAS.
AUXILIARY SPILLWAY
(SEE CROSS SECTION SHEET 37)
LLDPE LINER
UPPER LIMIT
ELEV: 1.50
LLDPE LINER
LOWER LIMIT
ELEV: -3.50
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
LLDPE TO BE EXTENDED
50 L.F. @ A 50° RADIUS
AT ALL END POINTS (TYP.)
DIKE END
Sta: 68+09.28
Offset: -26.00
N = 717210.293
E = 2811165.768
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 LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
W R
P W
R P
W R
P
WRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRP
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
0.0 0.0
0.0
LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE
L
L
D
P
E
DIKE END
Sta: 68+09.28
Offset: -26.00
N = 717210.293
E = 2811165.768
0.0
57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00
S H
E E
T
M A
T C
H L I N
E
K I L
K E
N N
Y
D I K
E
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.)
PROPOSED DIKE 01
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
AUXILIARY SPILLWAY
(SEE CROSS SECTION SHEET 37)
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 2.2 ACRE
3 DIKE 1 1032 LNFT
APPROXIMATE WRP
EASEMENT BOUNDARY
LIMITS OF DISTURBANCE
LLDPE CURTAIN TO BE EXTENDED
50 L.F. @ A 50° RADIUS
AT ALL END POINTS (TYP.)
LIMITS OF DISTURBANCE
* 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.
EXISTING A-3 CANAL
EXISTING A-4 ROAD
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
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 ELEV. AFTER LLDPE CURTAIN
INSTALLATION
AREA GRADING TYPE
A A
A
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
A
BB B
B
AS DESIGNED
AS DESIGNED B B
A
A
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
CONTRACTOR SHALL PROVIDE UNIFORM
TRANSITION TO A-3 CANAL
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
ISSUED FOR BID / CONSTRUCTION 06/17/2016
SHEET KEY INDEX
I S
S U
O N
S T
R U
C T
I O
N
J D
H
DIKE GENERAL NOTES
1. DIKE CORE SHALL BE INSTALLED TO THE DEPTH SPECIFIED ON THE PLAN AND PROFILE
SHEETS. DIKE CORE SHALL BE CONSTRUCTED WITH SUITABLE SOILS EXCAVATED FROM THE
SLOUGH CONSTRUCTION. THE DIKE SHALL BE COMPACTED IN ACCORDANCE WITH
CONSTRUCTION SPECIFICATIONS.
2. EXTERIOR AND INTERIOR SLOPES SHALL BE CONSTRUCTED USING SUITABLE SOILS AS
SPECIFIED ABOVE. TOP AND SIDE SLOPES SHALL BE CAPPED WITH 3" OF ADDITIONAL
ORGANIC CAPPING MATERIAL AS SHOWN IN TYPICAL CROSS SECTION DETAILS ON SHEET 37.
DIKE SIDE SLOPES SHALL BE 5:1 OR FLATTER.
3. LLDPE CURTAIN SHALL BE EXTENDED AT THE START AND END OF INSTALLATION AN
ADDITIONAL 50 L.F. ON A 50' RADIUS TO THE INSIDE OF THE DIKE CONSTRUCTION AS SHOWN
IN PLAN AND PROFILE DRAWINGS.
4. IF ADDITIONAL BORROW IS REQUIRED, CONTRCTOR SHALL COORDINATE WITH PROJECT
ENGINEER FOR BORROW AREA LOCATIONS PRIOR TO BIDDING. NO ADDITIONAL
MODIFICATION OR FUNDS WILL BE MADE AVAILABLE FOR ADDITIONAL BORROW AFTER BID IS
RECEIVED.
GRADE BREAK STA = 2+63.11
ELEV = 2.75
PROPOSED GRADE
EXISTING GRADE
CONTRACTOR SHALL CONSTRUCT DIKE 02
TO ELEVATION 2.75. CONTRACTOR SHALL USE
MINIERAL MATERIAL OBTAINED FROM DESIGNATED
BORROW AREAS.
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
LLDPE LINER
UPPER LIMIT
ELEV: 1.75
LLDPE LINER
LOWER LIMIT
ELEV: -3.25
LLDPE TO BE EXTENDED
50 L.F. @ A 50° RADIUS
AT ALL END POINTS (TYP.)
DIKE START
Sta: 0+49.11
Offset: -25.34
N = 717554.055
E = 2816840.303
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 LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
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
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 WRP WRP WRP WRP
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPE
L
L
D
P
E
L3
0.0
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 10+50 11+00
DIKE START
Sta: 0+49.11
Offset: 25.34
N = 717554.055
E = 2816840.303
S H
E E
T
M A
T C
H L I N
E
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
T L
A N
D
R
E S
E R
O
G R
A M
D S
G N
D
R
C H
K
A P
V D
D
A T
E
PLAN VIEW
(1" = 40' HORIZ.)
K I L
K E
N N
Y
D I K
E
T
O
CN-101
SHEET: of 41
J D
H J D
H S
D L
T L R
J D
H
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
PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING, DIKE MIX 2.3 ACRE
4 DIKE 2 961 LNFT
PROPOSED DIKE 02
EXISTING DITCH
APPROXIMATE WRP
EASEMENT BOUNDARY
LIMITS OF DISTURBANCE
EXISTING C -2 ROAD
EXISTING DITCH
EXISTING DITCH
LLDPE CURTAIN 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.
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
A
A B
B A B A B
A AB B
CONTRACTOR SHALL RESTORE AREA TO ELEVATION OF SURROUNDING
GROUND AFTER INSTALLATION OF LLDPE CURTAIN.
A
B
CONTRACTOR SHALL FILL TO A MIN. OF 2.75 ELEV. AFTER LLDPE
CURTAIN INSTALLATION
AREA GRADING TYPE
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
SHEET KEY INDEX
I S
S U
O N
S T
R U
C T
I O
N
J D
H
DIKE GENERAL NOTES
1. DIKE CORE SHALL BE INSTALLED TO THE DEPTH SPECIFIED ON THE PLAN AND PROFILE
SHEETS. DIKE CORE SHALL BE CONSTRUCTED WITH SUITABLE SOILS EXCAVATED FROM THE
SLOUGH CONSTRUCTION. THE DIKE SHALL BE COMPACTED IN ACCORDANCE WITH
CONSTRUCTION SPECIFICATIONS.
2. EXTERIOR AND INTERIOR SLOPES SHALL BE CONSTRUCTED USING SUITABLE SOILS AS
SPECIFIED ABOVE. TOP AND SIDE SLOPES SHALL BE CAPPED WITH 3" OF ADDITIONAL
ORGANIC CAPPING MATERIAL AS SHOWN IN TYPICAL CROSS SECTION DETAILS ON SHEET 37.
DIKE SIDE SLOPES SHALL BE 5:1 OR FLATTER.
3. LLDPE CURTAIN SHALL BE EXTENDED AT THE START AND END OF INSTALLATION AN
ADDITIONAL 50 L.F. ON A 50' RADIUS TO THE INSIDE OF THE DIKE CONSTRUCTION AS SHOWN
IN PLAN AND PROFILE DRAWINGS.
4. IF ADDITIONAL BORROW IS REQUIRED, CONTRCTOR SHALL COORDINATE WITH PROJECT
ENGINEER FOR BORROW AREA LOCATIONS PRIOR TO BIDDING. NO ADDITIONAL
MODIFICATION OR FUNDS WILL BE MADE AVAILABLE FOR ADDITIONAL BORROW AFTER BID IS
RECEIVED.
EXISTING GRADE
CONTRACTOR SHALL CONSTRUCT DIKE 02
TO ELEVATION 2.75. CONTRACTOR SHALL USE
MINIERAL MATERIAL OBTAINED FROM DESIGNATED
BORROW AREAS.
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
LLDPE LINER
UPPER LIMIT
ELEV: 1.75
LLDPE LINER
LOWER LIMIT
ELEV: -3.25
PIPE WTS #5
1 - 16 IN. SCHD. 40 PVC.
ASTM D 3304
240 L.F.
SLOPE = 0%
FLOW FILL TOP EL: -5.75
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
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
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
LOD
L
O
D
L
O
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
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
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
L
O
D
L
O
D
L
O
D
LOD
L
O
D
L
O
D
L
O
D
L
O
D
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
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
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
P
C
P
T
C
17+50
S
H
E
M
A
T
C
H
L
I N
E
S
H
E
M
A
T
C
H
L
I N
E
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
T L
A N
D
R
E S
E R
O
G R
A M
D S
G N
D
R
C H
K
A P
V D
D
A T
E
PLAN VIEW
(1" = 40' HORIZ.)
K I L
K E
N N
Y
D I K
E
T
O
CN-101
SHEET: of 41
J D
H J D
H S
D L
T L R
J D
H
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
PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
PROPOSED DIKE 02
EXISTING DITCH
APPROXIMATE WRP
EASEMENT BOUNDARY
LIMITS OF DISTURBANCE
EXISTING C-2 ROAD
EXISTING DITCH
EXISTING DITCH
PROPOSED WATER
TRANSFER STRUCTURE
(SEE SHEETS 34 - 35)
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING, DIKE MIX 2.5 ACRE
4 DIKE 2 1010 LNFT
11 FLOW TRANSFER STRUCTURE 1 EACH
* 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.
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
B
A
B
A
B
B A B A B
CONTRACTOR SHALL RESTORE AREA TO ELEVATION OF SURROUNDING
GROUND AFTER INSTALLATION OF LLDPE CURTAIN.
A
B
CONTRACTOR SHALL FILL TO A MIN. OF 2.75 ELEV. AFTER LLDPE
CURTAIN INSTALLATION
AREA GRADING TYPE
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
SHEET KEY INDEX
I S
S U
O N
S T
R U
C T
I O
N
J D
H
DIKE GENERAL NOTES
1. DIKE CORE SHALL BE INSTALLED TO THE DEPTH SPECIFIED ON THE PLAN AND PROFILE
SHEETS. DIKE CORE SHALL BE CONSTRUCTED WITH SUITABLE SOILS EXCAVATED FROM THE
SLOUGH CONSTRUCTION. THE DIKE SHALL BE COMPACTED IN ACCORDANCE WITH
CONSTRUCTION SPECIFICATIONS.
2. EXTERIOR AND INTERIOR SLOPES SHALL BE CONSTRUCTED USING SUITABLE SOILS AS
SPECIFIED ABOVE. TOP AND SIDE SLOPES SHALL BE CAPPED WITH 3" OF ADDITIONAL
ORGANIC CAPPING MATERIAL AS SHOWN IN TYPICAL CROSS SECTION DETAILS ON SHEET 37.
DIKE SIDE SLOPES SHALL BE 5:1 OR FLATTER.
3. LLDPE CURTAIN SHALL BE EXTENDED AT THE START AND END OF INSTALLATION AN
ADDITIONAL 50 L.F. ON A 50' RADIUS TO THE INSIDE OF THE DIKE CONSTRUCTION AS SHOWN
IN PLAN AND PROFILE DRAWINGS.
4. IF ADDITIONAL BORROW IS REQUIRED, CONTRCTOR SHALL COORDINATE WITH PROJECT
ENGINEER FOR BORROW AREA LOCATIONS PRIOR TO BIDDING. NO ADDITIONAL
MODIFICATION OR FUNDS WILL BE MADE AVAILABLE FOR ADDITIONAL BORROW AFTER BID IS
RECEIVED.
Dike 02 20+20.00-30+30.00
PROPOSED GRADE
EXISTING GRADE
CONTRACTOR SHALL CONSTRUCT DIKE 02
TO ELEVATION 2.75. CONTRACTOR SHALL USE
MINIERAL MATERIAL OBTAINED FROM DESIGNATED
BORROW AREAS.
LLDPE LINER
UPPER LIMIT
ELEV: 1.75
LLDPE LINER
LOWER LIMIT
ELEV: -3.25
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
LOD
LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LOD
LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD LOD
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 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 WRP WRP WRP WRP WRP WRP WRP WRP
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
LOD LOD LOD LOD LOD LOD
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 LOD LOD LOD
LOD
LOD LOD
0.0
LLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPE
L
L
D
P
E
L
L
D
P
E
P T
L4
20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00
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
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
T L
A N
D
R
E S
E R
O
G R
A M
D S
G N
D
R
C H
K
A P
V D
D
A T
E
K I L
K E
N N
Y
D I K
E
T
O
CN-101
SHEET: of 41
J D
H J D
H S
D L
T L R
J D
H
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
PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING, DIKE MIX 2.2 ACRE
4 DIKE 2 1010 LNFT
PROPOSED DIKE 02
APPROXIMATE WRP
EASEMENT BOUNDARY
LIMITS OF DISTURBANCE
EXISTING DITCH
LIMITS OF DISTURBANCE
PLAN VIEW
(1" = 40' HORIZ.)
* 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.
EXISTING DITCH
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
A B
B
B A B
CONTRACTOR SHALL RESTORE AREA TO ELEVATION OF SURROUNDING
GROUND AFTER INSTALLATION OF LLDPE CURTAIN.
A
B
CONTRACTOR SHALL FILL TO A MIN. OF 2.75 ELEV. AFTER LLDPE
CURTAIN INSTALLATION
AREA GRADING TYPE
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
SHEET KEY INDEX
STA: 24+63.48
LOCATION OF DIKE TOP
WIDTH CHANGE
(SEE SHEET 37)
STA: 24+63.48
LOCATION OF DIKE TOP
WIDTH CHANGE
(SEE SHEET 37)
I S
S U
O N
S T
R U
C T
I O
N
J D
H
DIKE GENERAL NOTES
1. DIKE CORE SHALL BE INSTALLED TO THE DEPTH SPECIFIED ON THE PLAN AND PROFILE
SHEETS. DIKE CORE SHALL BE CONSTRUCTED WITH SUITABLE SOILS EXCAVATED FROM THE
SLOUGH CONSTRUCTION. THE DIKE SHALL BE COMPACTED IN ACCORDANCE WITH
CONSTRUCTION SPECIFICATIONS.
2. EXTERIOR AND INTERIOR SLOPES SHALL BE CONSTRUCTED USING SUITABLE SOILS AS
SPECIFIED ABOVE. TOP AND SIDE SLOPES SHALL BE CAPPED WITH 3" OF ADDITIONAL
ORGANIC CAPPING MATERIAL AS SHOWN IN TYPICAL CROSS SECTION DETAILS ON SHEET 37.
DIKE SIDE SLOPES SHALL BE 5:1 OR FLATTER.
3. LLDPE CURTAIN SHALL BE EXTENDED AT THE START AND END OF INSTALLATION AN
ADDITIONAL 50 L.F. ON A 50' RADIUS TO THE INSIDE OF THE DIKE CONSTRUCTION AS SHOWN
IN PLAN AND PROFILE DRAWINGS.
4. IF ADDITIONAL BORROW IS REQUIRED, CONTRCTOR SHALL COORDINATE WITH PROJECT
ENGINEER FOR BORROW AREA LOCATIONS PRIOR TO BIDDING. NO ADDITIONAL
MODIFICATION OR FUNDS WILL BE MADE AVAILABLE FOR ADDITIONAL BORROW AFTER BID IS
RECEIVED.
EXISTING GRADE
CONTRACTOR SHALL CONSTRUCT DIKE 02
TO ELEVATION 2.75. CONTRACTOR SHALL USE
MINIERAL MATERIAL OBTAINED FROM DESIGNATED
BORROW AREAS.
LLDPE LINER
UPPER LIMIT
ELEV: 1.75
LLDPE LINER
LOWER LIMIT
ELEV: -3.25
CAP TOP AND SIDE SLOPES
WITH 3" INCHES OF TOP SOIL
(SEE DETAIL SHEET 37)
(TYP,)
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 LOD LOD
LOD LOD LOD LOD LOD LO
D
LOD LOD LOD
LOD LOD
LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LOD L
O
D
L
O
D
LODLODLODLODLODLODLOD
L
O
D
L
O
D
L
O
D
L
O
D
SF
SF
SF
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 WRP WRP WRP WRP WRP WRP WRP
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 LOD LOD
LOD LOD LOD LOD LOD LO
D
LOD LOD LOD
LOD LOD
LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LOD L
O
D
L
O
D
LODLODLODLODLODLODLOD
L
O
D
L
O
D
L
O
D
L
O
D
SF
SF
SF
L
L
D
P
E
LLD
P
E LLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPE
P C
L4
29+50 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 38+00 38+50 39+00 39+50 40+00 40+50 4
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
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
T L
A N
D
R
E S
E R
O
G R
A M
D S
G N
D
R
C H
K
A P
V D
D
A T
E
K I L
K E
N N
Y
D I K
E
T
O
CN-101
SHEET: of 41
J D
H J D
H S
D L
T L R
J D
H
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
PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING, DIKE MIX 2.24 ACRE
4 DIKE 2 1010 LNFT
7 SLOUGH 3 164 LNFT
PROPOSED DIKE 02
APPROXIMATE WRP
EASEMENT BOUNDARY
LIMITS OF DISTURBANCE
EXISTING DITCH
* 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.
PROPOSED SLOUGH 03
(SEE SHEET 23 - 25)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
LLDPE CURTAIN LOCATION
(SEE DETAILS SHEET 40)
B
CONTRACTOR SHALL RESTORE AREA TO ELEVATION OF SURROUNDING
GROUND AFTER INSTALLATION OF LLDPE CURTAIN.
A
B
CONTRACTOR SHALL FILL TO A MIN. OF 2.75 ELEV. AFTER LLDPE
CURTAIN INSTALLATION
AREA GRADING TYPE
B
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
PLAN VIEW
(1" = 40' HORIZ.)
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
SHEET KEY INDEX
I S
S U
O N
S T
R U
C T
I O
N
J D
H
DIKE GENERAL NOTES
1. DIKE CORE SHALL BE INSTALLED TO THE DEPTH SPECIFIED ON THE PLAN AND PROFILE
SHEETS. DIKE CORE SHALL BE CONSTRUCTED WITH SUITABLE SOILS EXCAVATED FROM THE
SLOUGH CONSTRUCTION. THE DIKE SHALL BE COMPACTED IN ACCORDANCE WITH
CONSTRUCTION SPECIFICATIONS.
2. EXTERIOR AND INTERIOR SLOPES SHALL BE CONSTRUCTED USING SUITABLE SOILS AS
SPECIFIED ABOVE. TOP AND SIDE SLOPES SHALL BE CAPPED WITH 3" OF ADDITIONAL
ORGANIC CAPPING MATERIAL AS SHOWN IN TYPICAL CROSS SECTION DETAILS ON SHEET 37.
DIKE SIDE SLOPES SHALL BE 5:1 OR FLATTER.
3. LLDPE CURTAIN SHALL BE EXTENDED AT THE START AND END OF INSTALLATION AN
ADDITIONAL 50 L.F. ON A 50' RADIUS TO THE INSIDE OF THE DIKE CONSTRUCTION AS SHOWN
IN PLAN AND PROFILE DRAWINGS.
4. IF ADDITIONAL BORROW IS REQUIRED, CONTRCTOR SHALL COORDINATE WITH PROJECT
ENGINEER FOR BORROW AREA LOCATIONS PRIOR TO BIDDING. NO ADDITIONAL
MODIFICATION OR FUNDS WILL BE MADE AVAILABLE FOR ADDITIONAL BORROW AFTER BID IS
RECEIVED.
| 7 DIKE 01 - 19+25.73TO 28+88.60 |
| 8 DIKE 01 - 28+88.60TO 38+51.47 |
| 9 DIKE 01 - 38+51.47TO 48+14.33 |
| 10 DIKE 01 - 48+14.33TO 57+77.20 |
| 11 DIKE 01 - 57+77.20TO 68+00.00 |
| 12 DIKE 02 - 0+00.00 TO 10+10.00 |
| 13 DIKE 02 - 10+10.00 TO 20+20.00 |
| 14 DIKE 02 - 20+20.00 TO 30+30.00 |
| 15 DIKE 02 - 30+30.00 TO 40+40.00 |
File details come from the government source that posted it. Updated .