20160715_Kilkenny_Farms_REV_1_ISSUED_FOR_CONSTRUCTION_SHEETS_1_-_6.pdf
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PREPARED BY
NATURAL RESOURCES CONSERVATION SERVICE
AGRICULTURAL CONSERVATION EASEMENT PROGRAM
WETLAND RESERVE PROGRAM
LOCATION MAP
NTS.
VICINITY MAP
NTS.
PROJECT DESCRIPTION:
THE PURPOSE OF THIS PROJECT IS TO RESTORE THE WETLAND
HYDROLOGY AND ECOLOGY WITHIN KILKENNY FARMS WETLANDS
RESERVE PROGRAM CONSERVATION EASEMENT BOUNDARY.
IMPROVEMENTS WILL INCLUDE HYDROLOGIC ENHANCEMENT,
FLOODWATER ATTENUATION, AND WATER QUALITY IMPROVEMENTS.
CALL 48 HOURS
BEFORE YOU DIG
800-632-4949
Natural Resources Conservation Service
United States
Department of
Agriculture
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ISSUED FOR BID / CONSTRUCTION 06/17/2016
TYRRELL COUNTY
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Z3 F
Sheet List Table
Sheet Number Sheet Title
1 COVER SHEET
2 GENERAL NOTES
3 OVERALL SITE PLAN
4 CONTROL POINTS
5 DIKE 01 - 0+00.00TO 9+62.87
6 DIKE 01 - 9+62.87TO 19+25.73
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
16 DIKE 02 - 0+40.40 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
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
35 WATER TRANSFER STRUCTURES
36 WATER TRANSFER STRUCTURE DETAILS
37 DETAILS AND TYPICAL SECTION
38 PLANTING PLAN
39 DETAILS
40 DETAILS
41 STAKEOUT TABLES
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CN-101
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 41
VERIFY SCALE
KILKENNY
9/14/2012
SCALE AS SHOWN
W E
T L A
S
E R
V
P
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G R
A M
SPOIL AND WOODY
DEBRIS PILE LOCATION
WRP
SOIL BORING LOCATION
TP
5:1
L1
ALIGNMENT CURVE MARKER
C1
TSF
T S
F
TSF
T S
F
SLOPE
SPOT ELEVATION
PROPOSED CONTOUR LINE
EMBANKMENT AND SLOPE
DRAINAGEWAY OR DITCH
BENCHMARK
BM
BRUSH/TREE LINE
WETLAND RESERVE PROGRAM
CONSERVATION EASEMENT
LIMITS
CENTER LINE, BUILDING, ROAD, ETC.
N 1000.00
E 1000.00
STRUCTURE, BUILDING OR FACILITY
LOCATION POINT- COORDINATES
DRAINAGE OR DITCH FLOW
DIRECTION
LIMITS OF DISTURBANCE
LOD LOD
SILT FENCE
SF SF
WATER CONTROL STRUCTURE
EXISTING CONTOUR LINE
ALIGNMENT LINE MARKER
TREE PROTECTION FENCING
OVERHEAD ELECTRICAL LINE
OHE OHE
PROFILE LEGEND
0+00
STATION
PROPOSED
ELEVATION
EXISTING
ELEVATION
LEGEND
SHEET KEY MAP
STA = STATION
BM = BENCHMARK
TBM = TEMPORARY BENCHMARK
IP = IRON PIN (FOUND OR SET)
ELEV / EL= ELEVATION
INV = INVERT ELEVATION
H = HEIGHT
HDPE= HIGH-DENSITY POLYETHYLENE
LF = LINEAR FOOT
MAX = MAXIMUM
MIN = MINIMUM
No. / # = NUMBER
TOB = TOP OF BANK
TOS = TOE OF SLOPE
DBT = DITCH BOTTOM
RCP = REINFORCED CONCRETE PIPE
CMP = CORRUGATED METAL PIPE
GALV =` GALVANIZED
SF = SILT FENCE
LOD = LIMITS OF DISTURBANCE
WRP = WETLAND RESERVE PROGRAM
WRE = WETLAND RESERVE EASEMENT
CONC= CONCRETE
W/ = WITH
Wo/ = WITHOUT
NCDOT= NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
NTS = NOT TO SCALE
WCS = WATER CONTROL STRUCTURE
WTS = WATER TRANSFER STRUCTURE
SL = SLOUGH
PC = POINT OF CURVATURE
PT = POINT OF TANGENT
PVI = POINT OF VERTICAL INTERSECTION
PVE = POINT OF VERTICAL INTERSECTION EL
R 20 = RADIUS OF 20.0'
TYP. = TYPICAL
ESMT= EASEMENT
I.D. = INSIDE DIMENSION
TH = SOIL BORING TEST HOLE
MS = MAIN STEM
LS = LOG SILL
CL = COVER LOG
LV = LOG VANE
CV = LOG CROSS VANE
RW = ROOT WAD
HB = HABITAT STRUCTURE
BMA = BRUSH MATTRESS
LR = LOG ROLL
LP = LEAF PACK
BLDR = BOULDER
LLDPE = LINEAR LOW-DENSITY
POLYETHYLENE
PVC = POLYVINYL CHLORIDE
TC = TURBIDITY CURTAIN
ABBREVIATIONS / ACRONYMS
WRE
WETLAND RESERVE EASEMENT
LIMITS
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LINEAR LOW - DENSITY POLYETHYLENELLDPE
SURVEY AND GENERAL NOTES:
1. CONTROL POINT 1 WAS SET WITH A TRIMBLE R8 SYSTEM LOGGING DATA FOR A
STATIC OBSERVATION POINT THIS DATA WAS THEN SENT TO OPUS TO DEVELOP
CONTROL. CONTROL FROM THIS OPUS SOLUTION WAS CALCULATED AS N: 717,514.32
SFT; E: 2,811,140.32 SFT; AND ELEV. 7.33 SFT (NC STATE PLANE 3200 GRID [NAD 83 AND
NAVD 88]). THIS OPUS SOLUTION WAS RECEIVED ON 08/24/2015. ALL OTHER SURVEY
POINTS TIED TO THIS POINT TO ESTABLISH THE LOCAL GRID. CONTRACTOR SHALL
FIELD VERIFY ALL SURVEY CONTROL POINTS WITHIN THREE (3) WEEKS OF RECEIPT
OF THE NOTICE TO PROCEED. CONTRACTOR SHALL CONTACT NRCS PROJECT
ENGINEER WITHIN FOUR (4) WEEKS OF RECEIPT OF NOTICE TO PROCEED WITH ANY
CONTROL POINT DISCREPANCIES, AFTER SUCH TIME HAS PASSED IT WILL BE THE
ASSUMPTION THAT ALL CONTROL POINTS AS SHOWN ON THE PLANS ARE IN GOOD
STANDING AND CONTRACTOR AGREES WITH PUBLISHED COORDINATES.
2. THIS SURVEY WAS CONDUCTED BY NRCS STAFF WHICH ARE NOT LICENSED
SURVEYORS WITHIN THE STATE OF NORTH CAROLINA. THEREFORE, ALL ELEVATION
DATA SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THEN COORDINATED WITH
THE ENGINEER. THESE PLANS WERE PREPARED WITH THE FIELD INFORMATION AT
THE TIME OF PROJECT SURVEY. IT IS POSSIBLE THAT FIELD CONDITIONS AT THE TIME
OF CONSTRUCTION VARY FROM THESE PLANS AND IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY FIELD CONDITIONS SUCH AS ELEVATIONS, DEPTHS, ETC
PRIOR TO PROCEEDING WITH WORK. SURVEY DATA COLLECTION WAS VERY SPARSE
DUE TO FIELD CONDITIONS, THEREFORE, ALL ELEVATIONS SHOULD BE CHECKED IN
THE FIELD BY CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
CONTACT PROJECT ENGINEER IMMEDIATELY UPON DISCOVERING ELEVATIONS WHICH
ARE DIFFERENT THAN THOSE SHOWN ON THE PLANS.
3. NRCS SHALL HOLD THE CONTRACTOR TO ± 0.05 FT. TOLERANCE ON ALL STRUCTURES,
AND TO ± 0.1 FT. TOLERANCE ON ALL OTHER CONSTRUCTION AND INSTALLED ITEMS.
4. MAINTAIN, RELOCATE OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS
AND STAKES WHICH ARE DISTURBED OR DESTROYED. PERFORM THE WORK TO
PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A
TIMELY MANNER AND AT THE CONTRACTORS EXPENSE.
5. EXISTING TOPOGRAPHY, STRUCTURES AND SITE FEATURES ARE SHOWN SCREENED
AND/OR LIGHT-LINED . NEW FINISHED GRADE, STRUCTURES AND SITE FEATURES ARE
SHOWN AS HEAVY-LINED.
6. ELEVATIONS GIVEN ARE TO SETTLED GRADE UNLESS OTHERWISE SHOWN
7. ALL SLOPES SHALL BE 5:1 OR FLATTER UNLESS OTHERWISE SPECIFIED. SLOPE
UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.
8. CONTRACTOR SHALL REMEDIATE ALL; HAUL ROADS, FARM PATHS AND OTHER ON
FARM UTILITIES TO PRE-CONSTRUCTION OR BETTER CONDITION PRIOR TO
DEMOBILIZATION.
TURBIDITY CURTAIN
WATER TRANSFER STRUCTURE
AREA RESTORED TO ELEVATION OF
SURROUNDING GROUND AFTER
INSTALLATION OF LLDPE CURTAIN.
PROFILE PROPOSED FILL GRADE
LLDPE CURTAIN PLAN VIEW
LLDPE
LLDPE CURTAIN PROFILE VIEW
RECOMMENDED CONSTRUCTION SEQUENCE
CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO NRCS PROJECT ENGINEER TWO
WEEKS IN ADVANCE FOR ANY DEVIATION FROM THE FOLLOWING SCHEDULE, FOR ANY
UNFORESEEN CIRCUMSTANCE.
1. CONTRACTOR SHALL ACCESS THE PROJECT AS SHOWN ON SHEET 3 OF THIS PLAN
SET.
2. CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL PRACTICES AS
SHOWN IN THE PLANS, SPECIFICATIONS AND /OR AS REQUIRED BY PERMITTING
AUTHORITIES.
3. CONTRACTOR SHALL INSTALL DE-WATERING DEVICES PER WATER CONTROL
STRUCTURE FABRICATION ENGINEER, FOLLOWING REVIEW AND CONCURRENCE BY
NRCS ENGINEER.
4. CONTRACTOR SHALL SIMULTANEOUSLY WORK ON THE FOLLOWING ITEM'S DIKE 01;
SLOUGH 01, SLOUGH 02, DITCH PLUG 01 AND DITCH PLUG 02 IN ACCORDANCE WITH
THE PLANS AND SPECIFICATIONS.
5. CONTRACTOR SHALL INSTALL WATER CONTROL STRUCTURE 01 IN ACCORDANCE
WITH THE PLANS AND SPECIFICATIONS.
6. CONTRACTOR SHALL SIMULTANEOUSLY WORK ON THE FOLLOWING ITEM'S DIKE 02;
SLOUGH 03 IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
7. CONTRACTOR SHALL INSTALL WATER CONTROL STRUCTURE 02 IN ACCORDANCE
WITH THE PLANS AND SPECIFICATIONS.
8. CONTRACTOR SHALL INSTALL WATER TRANSFER STRUCTURES 01 THROUGH 05 IN
ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
9. SEED AND PLANT AREAS IN ACCORDANCE WITH CONSTRUCTION SPECIFICATIONS.
SEEDING SHALL BE CONDUCTED IMMEDIATELY FOLLOWING A BID ITEM BEING
BROUGHT TO FINAL GRADE.
10. CONDUCT PUNCH LIST WALK THROUGH, WITH GOVERNMENT REPRESENTATIVE,
PROJECT ENGINEER, AND PROJECT INSPECTOR.
11. ADDRESS PUNCH LIST ITEMS.
12. STABILIZE THE SITE, IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
13. UPON STABILIZATION, REQUEST APPROVAL FOR THE REMOVAL OF TEMPORARY
EROSION AND SEDIMENT CONTROL DEVICES.
14. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES, AFTER
APPROVAL FROM PROJECT ENGINEER.
15. REMOVE EQUIPMENT FROM PROJECT AREA.
16. SUBMIT AS-BUILT'S UPON PROJECT COMPLETION AND RECEIPT OF SUBSTANTIAL
COMPLETION LETTER FROM PROJECT ENGINEER
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AREA OF DITCH BACKFILL
PROPOSED TEMPORARY
STOCKPILE AREA
ISSUED FOR BID / CONSTRUCTION 06/17/2016
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CN-101
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
KILKENNY
9/14/2012
SCALE AS SHOWN
W E
T L A
S
E R
O
G R
A M
SHEET: of 41
PROPOSED SLOUGH 01
(SEE SHEETS 17 - 19)
NOTE:
SEE INDIVIDUAL SHEETS FOR
LIMITS OF DISTURBANCE
HORIZONTAL SCALE: 1" = 500'
5002500 1000 1500
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
ACCESS SITE
VIA C-4 ROAD
PROPOSED SLOUGH 02
(SEE SHEETS 20 - 22)
PROPOSED DIKE 01
(SEE SHEETS 4 - 10)
PROPOSED DITCH PLUG 01
(SEE SHEETS 26 - 28)
PROPOSED DITCH PLUG 02
(SEE SHEETS 29 - 32)
PROPOSED DIKE 02
(SEE SHEETS 11 - 16)
EXISTING
DUNBAR
ROAD
EXISTING
DUNBAR ROAD
EXISTING
C-3 ROAD
APPROXIMATE
WRP BOUNDARY
APPROXIMATE
WRP BOUNDARY
EXISTING
A-4 ROAD
EXISTING
A-5 ROAD
EXISTING C-2 ROAD
APPROXIMATE
LIMITS OF
DISTURBANCE
(TYP.)
APPROXIMATE
LIMITS OF
DISTURBANCE
(TYP.)
EXISTING INDIAN ROAD
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N
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D A
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PROPOSED SLOUGH 03
(SEE SHEETS 23 - 25)
PROPOSED TURBIDITY
CURTAIN LOCATION
PROPOSED TURBIDITY
CURTAIN LOCATION
CONTROL POINT #1
N: 717,514.32 sFT.
E: 2,811,140.32 sFT.
ELEV: 7.33 sFT.
GRID: NC - 3200
OPUS SOLUTION
CONSTRUCTION
IRON PIN SET #2
N: 715,088.43 sFT.
E: 2,811,561.45 sFT.
ELEV: 4.80 sFT.
GRID: LOCAL
EXISTING
A-3 ROAD
PROPOSED
WATER TRANSFER
STRUCTURE 04
(SEE SHEET 34 AND 35)
PROPOSED
WATER TRANSFER
STRUCTURE 05
(SEE SHEET 34 AND 35)
PROPOSED WATER
TRANSFER STRUCTURE 03
(SEE SHEET 34 AND 35)
PROPOSED WATER
TRANSFER STRUCTURE 02
(SEE SHEET 34 AND 35)
PROPOSED WATER
TRANSFER STRUCTURE 01
(SEE SHEET 34 AND 35)
PROPOSED WATER
CONTROL STRUCTURE
WCS 01
(SEE SHEETS 9 AND 33)
PROPOSED AUXILIARY
SPILLWAY (SEE SHEETS 10)
PROPOSED WATER
CONTROL STRUCTURE
WCS 02 (SEE SHEETS 16)
PROPOSED AUXILIARY
SPILLWAY (SEE SHEETS 15)
CONSTRUCTION
IRON PIN SET #3
N: 712,659.92 sFT.
E: 2,809,276.82 sFT.
ELEV: 5.56 sFT.
GRID: LOCAL
CONSTRUCTION
IRON PIN SET #4
N: 717,691.91 sFT.
E: 2,816,790.04 sFT.
ELEV: 5.30 sFT.
GRID: LOCAL
CONSTRUCTION
IRON PIN SET #5
N: 715,140.33 sFT.
E: 2,817,928.58 sFT.
ELEV: 4.33 sFT.
GRID: LOCAL
CONSTRUCTION EXISTING
SURVEY POST #6
N: 716,771.04 sFT.
E: 2,822,699.68 sFT.
ELEV: 12.52 sFT.
GRID: LOCAL
ROD HEIGHT = 0.00
CONTROL POINT LIST
POINT
NUMBER DESCRIPTION NORTHING EASTING ELEVATIO
N GRID
1 CONTROL POINT 717514.32 2811140.32 7.33 NC - 3200
2 CONSTRUCTION IP SET 715088.43 2811561.45 4.80 GRID
3 CONSTRUCTION IP SET 712659.92 2809276.82 5.56 GRID
4 CONSTRUCTION IP SET 717691.91 2816790.04 5.30 GRID
5 CONSTRUCTION IP SET 715140.33 2817928.58 4.33 GRID
6* EXISTING SURVEY POST 716771.04 2822699.68 12.52 GRID
* = ROD HEIGHT = 0.00
PROPOSED AUXILIARY
SPILLWAY (SEE INDIVIDUAL
PROFILE SHEETS)
PROPOSED AUXILIARY
SPILLWAY (SEE INDIVIDUAL
PROFILE SHEETS)
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
PROPOSED TEMPORARY STOCKPILE
AREA 1 CONTRACTOR SHALL INSTALL
SILT FENCE IF STOCKPILE AREA IS
UTILIZED
PROPOSED
STOCKPILE
AREA 1
PROPOSED TEMPORARY STOCKPILE
AREA 2 CONTRACTOR SHALL INSTALL
SILT FENCE IF STOCKPILE AREA IS
UTILIZED
PROPOSED TEMPORARY STOCKPILE
AREA 4 CONTRACTOR SHALL INSTALL
SILT FENCE IF STOCKPILE AREA IS
UTILIZED
ISSUED FOR BID / CONSTRUCTION 06/17/2016
PROPOSED TEMPORARY STOCKPILE
AREA 3 CONTRACTOR SHALL INSTALL
SILT FENCE IF STOCKPILE AREA IS
UTILIZED
I S
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O N
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I O
N
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L O
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LOD
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S F
K I L K
E N
N Y
C O
N T
R O
L
P
O I N
T S
CN-101
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
KILKENNY
9/14/2012
SCALE AS SHOWN
W E
T L A
S
E R
O
G R
A M
SHEET: of 41
HORIZONTAL SCALE: 1" = 500'
5002500 1000 1500
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
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
PROPOSED WATER
TRANSFER STRUCTURE #2
(SEE SHEET 34 AND 35)
NOTE:
SEE INDIVIDUAL SHEETS FOR
LIMITS OF DISTURBANCE
ACCESS SITE
VIA C-4 ROAD
EXISTING
DUNBAR
ROAD
EXISTING
DUNBAR ROAD
EXISTING
C-3 ROAD
APPROXIMATE
WRP BOUNDARY
APPROXIMATE
WRP BOUNDARY
EXISTING
A-4 ROAD
EXISTING
A-5 ROAD
EXISTING C-2 ROAD
APPROXIMATE
LIMITS OF
DISTURBANCE
(TYP.)
APPROXIMATE
LIMITS OF
DISTURBANCE
(TYP.)
EXISTING INDIAN ROAD
PROPOSED SLOUGH 03
(SEE SHEETS 23 - 25)
CONTROL POINT #1
N: 717,514.32 sFT.
E: 2,811,140.32 sFT.
ELEV: 7.33 sFT.
GRID: NC - 3200
OPUS SOLUTION
CONSTRUCTION
IRON PIN SET #2
N: 715,088.43 sFT.
E: 2,811,561.45 sFT.
ELEV: 4.80 sFT.
GRID: LOCAL
EXISTING
A-3 ROAD
CONSTRUCTION
IRON PIN SET #3
N: 712,659.92 sFT.
E: 2,809,276.82 sFT.
ELEV: 5.56 sFT.
GRID: LOCAL
CONSTRUCTION
IRON PIN SET #4
N: 717,691.91 sFT.
E: 2,816,790.04 sFT.
ELEV: 5.30 sFT.
GRID: LOCAL
CONSTRUCTION
IRON PIN SET #5
N: 715,140.33 sFT.
E: 2,817,928.58 sFT.
ELEV: 4.33 sFT.
GRID: LOCAL
CONSTRUCTION EXISTING
SURVEY POST #6
N: 716,771.04 sFT.
E: 2,822,699.68 sFT.
ELEV: 12.52 sFT.
GRID: LOCAL
ROD HEIGHT = 0.00
CONTROL POINT LIST
POINT
NUMBER DESCRIPTION NORTHING EASTING ELEVATIO
N GRID
1 CONTROL POINT 717514.32 2811140.32 7.33 NC - 3200
2 CONSTRUCTION IP SET 715088.43 2811561.45 4.80 GRID
3 CONSTRUCTION IP SET 712659.92 2809276.82 5.56 GRID
4 CONSTRUCTION IP SET 717691.91 2816790.04 5.30 GRID
5 CONSTRUCTION IP SET 715140.33 2817928.58 4.33 GRID
6* EXISTING SURVEY POST 716771.04 2822699.68 12.52 GRID
* = ROD HEIGHT = 0.00
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
I S
S U
O N
S T
R U
C T
I O
N
J D
H
GRADE BREAK STA = 1+78.46
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.
LLDPE LINER
UPPER LIMIT
ELEV: 1.50
LLDPE LINER
LOWER LIMIT
ELEV: -2.00
LLDPE TO BE EXTENDED
50 L.F. @ A 50° RADIUS
AT ALL END POINTS (TYP.)
DIKE START
Sta: 1+35.16
Offset: -25.50
N = 712714.226
E = 2809303.862
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
WRPWRPWRPWRPWRPWRPWRPWRPWRPWRP
WRPWRP
WRPWRP
WRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRP
WRPWRP
WRPWRP
WRPWRPWRPWRPWRPWRPWRPWRP
W R
P 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 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 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
L
L
D
P
E
LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE
DIKE START
Sta: 1+35.16
Offset: -25.50
N = 712714.226
E = 2809303.862
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
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.)
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.
EXISTING DITCH
PROPOSED DIKE 01
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 WRP
EASEMENT BOUNDARY
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
EXISTING A-3 ROAD
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.
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
LLDPE CURTAIN
APPROXIMATE QUANTITY TAKE-OFF
BID ITEM DESCRIPTION QUANTITY UNIT
16 PERMANENT SEEDING, DIKE MIX 2 ACRE
3 DIKE 1 828 LNFT
EXISTING PATH
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
B
B
A
A
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
SPOIL AND WOODY
DEBRIS DISPOSAL AREA
PER DETAIL (TYP.)
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
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
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
WRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRP
WRPWRP
WRPWRP
WRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRP
WRPWRP
WRPWRP
WRPWRPWRPWRPWRPWRP
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD 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
L1
LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE LLDPE
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
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.)
EXISTING DITCH
PROPOSED DIKE 01
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 1 963 LNFT
APPROXIMATE WRP
EASEMENT BOUNDARY
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.
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.
5. EARTHFILL REQUIREMENTS FOR DIKE FILL BID ITEM SHALL BE OBTAINED FROM SUITABLE
MATERIAL EXCAVATED WITHIN THE PROJECT OR DESIGNATED BORROW AREAS.
| 1 COVER SHEET |
| 2 GENERAL NOTES |
| 3 OVERALL SITE PLAN |
| 4 CONTROL POINTS |
| 5 DIKE 01 - 0+00.00TO 9+62.87 |
| 6 DIKE 01 - 9+62.87TO 19+25.73 |
File details come from the government source that posted it. Updated .