20160715_Kilkenny_Farms_REV_1_ISSUED_FOR_CONSTRUCTION_SHEETS_16_-_24.pdf
PDF 9 MB Posted
- Solicitation number
- AG-2B46-S-16-0012
About this file
Drawings 16 - 24
View the file
Other files
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Horizontal
-Horizontal
Horizontal Horizontal
GRADE BREAK STA = 44+50.00
ELEV = 2.75
GRADE BREAK STA = 45+50.00
ELEV = 2.75
GRADE BREAK STA = 44+57.96
ELEV = 2.55
GRADE BREAK STA = 45+42.03
ELEV = 2.55
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
LLDPE LINER
UPPER LIMIT
ELEV: 1.75
LLDPE LINER
LOWER LIMIT
ELEV: -3.25
EXISTING DITCH
PROPOSED
AUXILIARY SPILLWAY
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
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
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
S
F
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
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
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
S
F
S
F
S
F
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
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
43+50
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
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
V
P
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-3 ROAD
EXISTING DITCH
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.
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING, DIKE MIX 2.7 ACRE
4 DIKE 2 1010 LNFT
AUXILIARY SPILLWAY
(SEE CROSS SECTION SHEET 37)
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 2.75 ELEV. AFTER LLDPE
CURTAIN INSTALLATION
AREA GRADING TYPE
A
S
D
S
I G
N
E
D
B
B
B AS DESIGNED B
CONTRACTOR SHALL PROVIDE UNIFORM
TRANSITION TO C-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
N
O
F
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
B
I
C
O N
S T
R U
C T
I O
N
J D
H
ISSUED FOR BID / CONSTRUCTION 06/17/2016
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
SHEET KEY INDEX
PROPOSED TEMPORARY STOCKPILE
AREA 3 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.
5. EARTHFILL REQUIREMENTS FOR DIKE FILL BID ITEM SHALL BE OBTAINED FROM SUITABLE
MATERIAL EXCAVATED WITHIN THE PROJECT OR DESIGNATED BORROW AREAS.
Horizontal
GRADE BREAK STA = 61+02.19
ELEV = 2.75PROPOSED 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
LLDPE LINER
UPPER LIMIT
ELEV: 1.75
LLDPE LINER
LOWER LIMIT
ELEV: -3.25
EXISTING DITCH
WCS 02 FURNISH AND INSTALL
4' x 6' PRECAST WATER
CONTROL STRUCTURE
TOP OF RISER: 2.15
FIXED PLATE: 1.50
INV. IN: -1.00
LLDPE TO BE EXTENDED
50 L.F. @ A 50° RADIUS
AT ALL END POINTS (TYP.)
FURNISH AND INSTALL
1 - 24 IN HDPE
AASHTO M 294 'S' 40.00 LF
INV. IN: -1.00
INV. OUT: -1.50
PIPE WTS #4
1 - 16 IN. SCHD. 40 PVC.
ASTM D 3304
220 L.F.
SLOPE = 0%
FLOW FILL TOP EL: -5.25
CURTAIN END
Sta: 61+45.49
Offset: 25.50
N = 715158.952
E = 2817091.437
CAP TOP AND SIDE SLOPES
WITH 3" INCHES OF TOP SOIL
(SEE DETAIL SHEET 37)
(TYP,)
LOD LOD LOD LOD LOD 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 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
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
LOD LOD LOD LOD LOD 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 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
.0
L
L
D
P
E LLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPELLDPE
L5
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 58+50 59+00 59+50 60+00 60+50 61+00 61+48
FURNISH AND INSTALL
1 - 24 IN HDPE - S
AASHTO M 294 'S' 40.00 LF
INV. IN: -1.00
INV. OUT: -1.50
1+32
WCS 02 FURNISH AND INSTALL
6' x 4' PRECAST WATER
CONTROL STRUCTURE
TOP OF RISER: 2.15
FIXED WEIR: 1.50
INV. IN: -1.00
CURTAIN END
Sta: 61+45.49
Offset: 25.50
N = 715158.952
E = 2817091.437
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 5.3 ACRE
4 DIKE 2 1794 LNFT
12 24" CORRUGATED POLYETHYLENE PIPE 40 LNFT
11 FLOW TRANSFER STRUCTURE 1 EACH
10 PRECAST WATER CONTROL STRUCTURE 6' X 4' 1 EACH
7 SLOUGH 3 100 LNFT
PROPOSED DIKE 02
EXISTING DITCH
APPROXIMATE WRP
EASEMENT BOUNDARY
LIMITS OF DISTURBANCE
EXISTING C-3 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.
LIMITS OF DISTURBANCE
PROPOSED SLOUGH 03
(SEE SHEET 23 - 25)
EXISTING PATH
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 A
B A
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
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
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.
:1
GRADE BREAK STA = 2+49.76
ELEV = -0.50
GRADE BREAK STA = 4+99.94
ELEV = 0.79
GRADE BREAK STA = 7+49.86
ELEV = -1.00
EXISTING GRADE
PROPOSED GRADE
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
SLOUGH START
STA: 0+22.58
ELEV: 0.95
LO
D
L O
D
LO
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
O
D
L
O
D
L O
D
LO
D
L O
D
LO
D
LO
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
O
D
LO
D
L
O
D
L
O
D
L O
D
LO
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
LO
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
LO
D
L O
D
LO
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
O
D
L
O
D
L O
D
LO
D
L O
D
LO
D
LO
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
O
D
LO
D
L
O
D
L
O
D
L O
D
LO
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
LO
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
P
C
P
P C
P
P C
P
P
P
P T
P
P T
P
P T
0.0
.0
0.0
.0
.0
0.0
0.0
L
L7
L8
L
L10
L
L12
C
C
C
C
C
C
4+
4+
7+
7+ 50 8
9+50
10+00
10+50
.0
.0
S
H
E
M
A
T
C
H
L
I N
E
K I L
K E
N N
Y
S L
O U
G H
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
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.
PLAN VIEW
(1" = 40' HORIZ.)
PROFILE VIEW
(1" = 40' HORIZ., 1" = 2.0' VERT.)
PROPOSED SLOUGH 01
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
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING, SLOUGH MIX 2.71 ACRE
5 SLOUGH 01 907 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.
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
EXISTING A-3 ROAD
CONTRACTOR SHALL FILL
DITCH SECTIONS BETWEEN MEANDERS
ON A UNIFORM SLOPE USING
ELEVATIONS SHOWN ON PROFILES (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
SLOUGH START
STA: 0+22.58
ELEV: 0.95
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
:1
-1 :2
GRADE BREAK STA = 10+00.00
ELEV = 0.61
GRADE BREAK STA = 12+49.94
ELEV = -1.00
GRADE BREAK STA = 14+99.79
ELEV = 0.46
GRADE BREAK STA = 17+50.08
ELEV = -0.50
EXISTING GRADE
PROPOSED GRADE
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
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 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
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
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 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
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
P C
P
P C
P
C
P C
P
P
T
P T
P
P T
P
T
P T
P
P T
.0
L
L
L
L
L
L
L
C
C
C
C
C
C
C
16+50
.0
.0
.0
.0
S
H
E
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
S L
O U
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 SLOUGH 01
EXISTING DITCH
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
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 2.8 ACRE
5 SLOUGH 01 930 LNFT
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
CONTRACTOR SHALL FILL
EXISTING V-DITCH (TYP.)
CONTRACTOR SHALL FILL
DITCH SECTIONS BETWEEN MEANDERS
ON A UNIFORM SLOPE USING
ELEVATIONS SHOWN ON PROFILES (TYP.)
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
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
:3
-1 :1
:2
:1
GRADE BREAK STA = 19+99.89
ELEV = 0.27
GRADE BREAK STA = 22+50.01
ELEV = -1.00
GRADE BREAK STA = 24+99.52
ELEV = 0.09
GRADE BREAK STA = 26+99.92
ELEV = -1.00
PROPOSED GRADE
EXISTING GRADE
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
END SLOUGH
STA: 27+78.10
ELEV: 0.00
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
LO
D
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
LO
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
LO
D
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
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
LO
D
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
LO
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
LO
D
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
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
P C
P
P C
P
P C
P
P
P T
P
P T
P
P T
P
P
.0
0.0
.0
L
L
L
L
L
L
L
L
C
C
C
C
C
C
C
C
19+
21+
0.0
.0
0.0
S H
E E
T
M A
T C
H L I N
E
K I L
K E
N N
Y
S L
O U
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 SLOUGH 01
EXISTING DITCH
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
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING,SLOUGH MIX 3.0 ACRE
5 SLOUGH 01 938 LNFT
11 FLOW TRANSFER STRUCTURE 1 EACH
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.
PROPOSED DIKE 01
(SEE SHEET 4 - 10)
DEBRIS PILE
(TYP.)
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
EXISTING A-4 ROAD
APPROXIMATE WRP
EASEMENT BOUNDARY
EXISTING A-3 CANAL
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
CONTRACTOR SHALL FILL
EXISTING V-DITCH (TYP.)
PROPOSED WATER
TRANSFER STRUCTURE #1
(SEE SHEET 35)
CONTRACTOR SHALL FILL
DITCH SECTIONS BETWEEN MEANDERS
ON A UNIFORM SLOPE USING
ELEVATIONS SHOWN ON PROFILES (TYP.)
END SLOUGH
STA: 27+78.10
ELEV: 0.00
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
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
-1:843
GRADE BREAK STA = 1+28.29
ELEV = 0.93
GRADE BREAK STA = 2+50.01
ELEV = -0.50
GRADE BREAK STA = 3+76.55
ELEV = 0.85
GRADE BREAK STA = 5+00.00
ELEV = -0.50
GRADE BREAK STA = 6+25.75
ELEV = 0.74
GRADE BREAK STA = 7+50.00
ELEV = -1.00
GRADE BREAK STA = 8+76.14
ELEV = 0.66
EXISTING GRADE
PROPOSED GRADE
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
SLOUGH START
STA: 0+72.92
ELEV: 1.00
LOD
LOD
LOD
LOD
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
L
O
D
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
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L O
D
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
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
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
LOD
L
O
D
L
O
D
L
O
D
L
O
D
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
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L O
D
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
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
O
D
L
O
D
LOD
LOD
2+50
5+00
7+
P C
P
C
P
C
1 P
C
P
T
P
T
P
T
0.0
0.0
0.0
0.0
.0
L
L
C22
C24
C25
L
C23
L
S
H
E
M
A
T
C
H
L
I N
E
K I L
K E
N N
Y
S L
O U
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 SLOUGH 02
EXISTING DITCH
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
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 2.7 ACRE
6 SLOUGH 02 890 LNFT
EXISTING A-3 ROAD
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
SLOUGH START
STA: 0+72.92
ELEV: 1.00
CONTRACTOR SHALL FILL
DITCH SECTIONS BETWEEN MEANDERS
ON A UNIFORM SLOPE USING
ELEVATIONS SHOWN ON PROFILES (TYP.)
CONTRACTOR SHALL FILL
DITCH SECTIONS BETWEEN MEANDERS
ON A UNIFORM SLOPE USING
ELEVATIONS SHOWN ON PROFILES (TYP.)
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
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
:1
GRADE BREAK STA = 10+00.00
ELEV = -0.50
GRADE BREAK STA = 11+25.66
ELEV = 0.55
GRADE BREAK STA = 12+50.00
ELEV = -1.00
GRADE BREAK STA = 13+75.44
ELEV = 0.47
GRADE BREAK STA = 15+00.00
ELEV = -1.00
GRADE BREAK STA = 16+25.23
ELEV = 0.33
GRADE BREAK STA = 17+49.61
ELEV = -0.50
GRADE BREAK STA = 18+77.54
ELEV = 0.23
EXISTING GRADE
PROPOSED GRADE
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
LOD
LOD
LOD
LOD
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
LODLODLODLODLOD
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
LODLODLODLODLOD
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
LO
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
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
LOD
LOD
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
LODLODLODLODLOD
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
LODLODLODLODLOD
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
LO
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
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
0 1
P
C
P
C
P
C
P
C
P
T
P
T
P
T
P
T
0.0
0.0
0.0
0.0
.0
.0
.0
.0
L
L
L
L
C25
C26
C27
C28
S
H
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
S L
O U
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 SLOUGH 02
EXISTING DITCH 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
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 3.0 ACRE
6 SLOUGH 02 963 LNFT
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
CONTRACTOR SHALL FILL
DITCH SECTIONS BETWEEN MEANDERS
ON A UNIFORM SLOPE USING
ELEVATIONS SHOWN ON PROFILES (TYP.)
CONTRACTOR SHALL FILL
DITCH SECTIONS BETWEEN MEANDERS
ON A UNIFORM SLOPE USING
ELEVATIONS SHOWN ON PROFILES (TYP.)
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
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
1:4111
GRADE BREAK STA = 19+99.42
ELEV = -1.00
GRADE BREAK STA = 21+25.52
ELEV = 0.14
GRADE BREAK STA = 22+49.29
ELEV = -2.00
GRADE BREAK STA = 23+75.93
ELEV = -0.01
EXISTING GRADE
PROPOSED GRADE
EXISTING DITCH
EXISTING DITCH
SLOUGH END
STA: 24+35.43
ELEV: 0.00
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
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
O
D
L
O
D
L
O
D
LOD
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 O
D
LO
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 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
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
O
D
L
O
D
L
O
D
LOD
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 O
D
LO
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 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
P
C
P
C
P
T
P
T
0.0
0.0
0.0
.0
.0
.0
L
L
L
C29
C30
S
H
E
M
A
T
C
H
L
I N
E
K I L
K E
N N
Y
S L
O U
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 SLOUGH 02
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
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING,SLOUGH MIX 1.7 ACRE
6 SLOUGH 02 541 LNFT
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.
DEBRIS PILE
(TYP.)
PROPOSED DIKE 01
(SEE SHEET 4 - 10)
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
EXISTING A-4 ROAD
APPROXIMATE WRP
EASEMENT BOUNDARY
EXISTING A-3 CANAL
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
SLOUGH END
STA: 24+35.43
ELEV: 0+00
CONTRACTOR SHALL FILL
DITCH SECTIONS BETWEEN MEANDERS
ON A UNIFORM SLOPE USING
ELEVATIONS SHOWN ON PROFILES (TYP.)
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
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
EXISTING GRADE
PROPOSED GRADE
EXISTING DITCH
EXISTING DITCH
:1
0 1
GRADE BREAK STA = 3+11.68
ELEV = 0.37
GRADE BREAK STA = 4+91.09
ELEV = -0.82
GRADE BREAK STA = 6+19.51
ELEV = 0.46
GRADE BREAK STA = 8+00.81
ELEV = -1.36
SLOUGH START
STA: 0+00
ELEV: -1.35
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
L
O
D
L
O
D
L O
D
LO
D
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
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
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
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
L
O
D
L
O
D
L O
D
LO
D
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
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
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
W
R
P
W
R
P
W
R
P
W
R
P
W
R
P
.0
4+00
P
P C
P
P T
P
L
L36
L
C
C
C
K I L
K E
N N
Y
S L
O U
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.)
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
S
H
E
M
A
T
C
H
L
I
N
E
PROPOSED SLOUGH 03
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 PERMANENT SEEDING, SLOUGH MIX 2.4 ACRE
7 SLOUGH 03 862 LNFT
12 24" CORRUGATED POLYETHYLENE PIPE 40 LNFT
10 PRECAST WATER CONTROL STRUCTURE 6' X 4' 1 EACH
PROPOSED DIKE 02
(SEE SHEET 11 - 16)
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
PROPOSED WCS 02
(SEE SHEET 34)
SLOUGH START
STA: 0+00
ELEV: -1.35
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
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
| 16 DIKE 02 - 40+40.00 TO 50+50.00 |
| 17 DIKE 02 - 50+50.00 TO 61+22.00 |
| 18 SLOUGH 01 - 0+00.00 TO 9+30.00 |
| 19 SLOUGH 01 - 9+30.00 TO 18+60.00 |
| 20 SLOUGH 01 - 18+60.00 TO 27+97.61 |
| 21 SLOUGH 02 - 0+00.00 TO 9+62.87 |
| 22 SLOUGH 02 - 9+62.87 TO 19+25.73 |
| 23 SLOUGH 02 - 19+25.73 TO 24+67.14 |
| 24 SLOUGH 03 - 0+00.00 TO 9+10.00 |
File details come from the government source that posted it. Updated .