A21 - FY22_CFR_LD3_Repairs_RTA_Plans.pdf
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- Solicitation number
- W912pm22B0016
About this file
This package includes contract drawings and specifications for the William O. Huske Lock and Dam Esplanade Repair project in Bladen County, North Carolina. The U.S. Army Corps of Engineers, Wilmington District is soliciting a fixed-price contract to remove, regrade, and replace a portion of the existing concrete esplanade. Additional work includes grout injecting joints between the retaining wall and lock wall, and placing riprap downstream of the lock. The solicitation will be issued on or about June 3, 2022. The bid opening date will be specified in the solicitation. The NAICS code is 237990 and size standard is $39.5 million. Offerors must register in SAM to be eligible for award. Interested parties should monitor http://sam.gov for solicitation details and amendments. The magnitude of construction is estimated between $500,000 and $1 million. The point of contact for additional information is the listed contract specialist.
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C O
VE
R
S H
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ISSUE DATE: MAY 2022
US Army Corps of Engineers ®
Wilmington District
Approval Recommended: *
Approved: *
DATE
DATECHIEF, ENGINEERING BRANCH
* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,
WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION
DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE
SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
CHIEF, DESIGN and GENERAL ENGINEERING SECTION
IN BLADEN COUNTY, NORTH CAROLINA
G-000
WILLIAM O. HUSKE LOCK AND DAM ESPLANADE REPAIR
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON SHEET G-001-O.
AMENDMENTS:
IFB NO.:
CONTRACT NO.: W912PM22XXXXX
G -0
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W912PM22B0016 24 MAY 2022
24 MAY 2022
PLATE TITLE
0 0.5 1
SCALE IN MILES
PROJECT LOCATION
HYDEBEAUFORTPITT
EDGECOMBE
WASHINGTON TYRREL
DARE
PAMLICO
CRAVEN
JONES
ONSLOW
DUPLIN
PENDER
NEW
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BRUNSWICK
COLUMBUS
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WARREN
HALIFAX
NORTHAMPTON
HERTFORD
GATES
NASH
WILSON
SAMPSON
CUMBERLAND
CARTERET
G R
AN
VI
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PERQUIMANS
PASQUOTANK
CAMDEN
CURRITUCK
MARTIN
BERTIE
PAMLICO SOUND
ATLANTIC O
CEAN
GREENE
LENOIR
WAYNE
V I R G I N I A
S O U T H C A R O L I N A
HARNETT
NOT TO SCALE
Wilmington
Manteo
Elizabeth City
Cape Hatteras
Cape Lookout
Rodanthe
PROJECT
Morehead City
PROJECT OVERVIEW
DRAWING INDEX
G-001
G
1.
D
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COVER SHEET
DRAWING INDEX
EXISTING CONDITIONS
DEMOLITION PLAN
FINAL SITE PLAN
TYPICAL DETAILS
EROSION AND SEDIMENT CONTROL DETAILS
TEMPORARY STOCKPILE DETAIL
REFERENCE DRAWING
REFERENCE DRAWING
REFERENCE DRAWING
G-000 G-101 V-101 C-001 C-101 C-301
CE501
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WILLIAM O. HUSKE LOCK AND DAM
HWY. 87
COUNTY LINE RD.
HWY. 1303
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C
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AutoCAD SHX Text
DRAWING INDEX
AutoCAD SHX Text
ROANOKE
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
NEUSE
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
CHOWAN
AutoCAD SHX Text
CAPE
AutoCAD SHX Text
FEAR
AutoCAD SHX Text
RIVER
AutoCAD SHX Text N
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NOTES:
1. Survey performed by:
James D. Jacaruso, NC PLS L-3706 USACE, Wilmington District 910-251-4780 (Office) 910-409-8875 ( Cell)
2. Horizontal Control:
The Local Project Control Points (LPCP) are JLD3 - MON C, a concrete monument (COE PID: AHV623), and LD3 - MON D, a concrete monument (COE PID: AHV625). The NAD 1983 NC State Plane coordinates, in U.S. Survey Feet for each LPCP are as follows:
LD3 - MON C:
N: 394660.25 E: 2052864.27
LD3 - MON D:
N: 395018.85 E: 2052814.72
The field survey was performed using a combination of GNSS with the NC VRS and total station.
3. No determination has been made by the surveyor as to the following:
A. 100-year flood limits;
B. Wetlands;
C. Underground Storage Facilities;
D. Graves, Cemeteries, or Burial Grounds;
E. Hazardous Waste F. Underground Utilities
4. Date of Field Survey: 10 February - 15 March 2021
SURVEY MARKER TABLE
PIN NO. USMART PID MATERIAL NORTHING EASTING
NGS GAUGE AHV626 BRASS DISK 395040.42 2052972.04
41 AHV627 BRASS DISK 394986.37 2052980.89
42 AHV628 BRASS DISK 394986.37 2052986.30
43 AHV629 BRASS DISK 394985.02 2052986.45
LD-MON-3-5 AHV630 BRASS DISK 394959.71 2052975.21
44 AHV631 BRASS DISK 394946.56 2052990.60
45 AHV632 BRASS DISK 394945.25 2052990.75
46 AHV633 BRASS DISK 394906.79 2052994.90
47 AHV634 BRASS DISK 394905.48 2052995.02
48 AHV635 BRASS DISK 394867.06 2052999.17
49 AHV636 BRASS DISK 394865.67 2052999.32
50 AHV637 BRASS DISK 394827.25 2053003.44
51 AHV638 BRASS DISK 394825.87 2053003.60
52 AHV639 BRASS DISK 394787.08 2053007.78
53 AHV640 BRASS DISK 394785.70 2053007.90
LD-MON-3-1 AHV641 BRASS DISK 394746.44 2052952.85
LD-MON-3-2 AHV642 BRASS DISK 394750.89 2052997.61
54 AHV643 BRASS DISK 394747.49 2053012.02
55 AHV644 BRASS DISK 394746.15 2053012.14
56 AHV645 BRASS DISK 394677.05 2053019.56
LD-RATIO AHV624 ECM 394818.33 2052857.41
LD-MON D AHV625 ECM 395018.85 2052814.72
EDGE OF LOCKWALL
CAPE FEAR RIVER
RETAINING WALL
RETAINING WALL
ENTRANCE ROAD
CENTERLINE
EDGE OF ENTRANCE ROAD
ESPLANADE ENTRANCE
POWERLINE
BOAT LAUNCH
PARKING AREA
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BORING WOH-FY21-SPT-04
N 395,006.00 E 2,052,956.00
BORING WOH-FY21-SPT-02
N 394,781.00
E 2,052,974.00
BORINGWOH-FY21-SPT-03
N 394,742.00 E 2,052,989.00
BORING WOH-FY21-SPT-01
N 394,737.00 E 2,052,956.00
EXISTING CHAIN LINK FENCE
TO BE REMOVED BY GOVERNMENT
PRIOR TO CONSTRUCTION
DROP INLET (TO BE REMOVED)
TREE
LEGEND
E E POWERLINE
CHAIN LINK FENCE
BORING
X X
POWER POLE
EXISTING CONCRETE DITCH C/L
EDGE OF CONCRETE ESPLANADE
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NOTES:
1. CONCRETE REPLACEMENT LIMITS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO SAW CUT OPERATIONS.
2. 5' X 5' CONCRETE PANELS SHALL BE REPLACED IN FULL SECTIONS NO
PARTIAL PANEL REMOVAL SHALL BE ALLOWED.
3. THE DROP INLET SHALL BE REMOVED A MINIMUM OF 5'-0" BELOW
FINISHED GRADE ELEVATION.
4. EXISTING 10" CMP AND REMAINING DROP INLET SHALL BE GROUTED
FULL AND ABANDONED IN-PLACE.
5. POWER LINES ON THE ESPLANADE SHALL BE REMOVED PRIOR TO
CONSTRUCTION BY THE GOVERNMENT WHERE REQUIRED.
6. SEE SHEET C-101 FOR FINAL SITE PLAN
CONCRETE REPLACEMENT LIMITS
POINT NORTHING EASTING
1 394914.34 2052945.29 2 394736.23 2052964.07 3 394734.53 2052947.97 4 394668.48 2052953.06 5 394672.73 2052955.90 6 394917.02 2052970.14
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DROP INLET TO BE REMOVED
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AREA TO BE REMOVED
AREA TO BE REMOVED
LEGEND
EDGE OF LOCKWALL
RETAINING WALL
RETAINING WALL
ENTRANCE ROAD
CENTERLINE
EDGE OF ENTRANCE ROAD
ESPLANADE ENTRANCE
POWERLINE
BOAT LAUNCH
PARKING AREA
EDGE OF CONCRETE ESPLANADE
EXISTING CONCRETE
DITCH CENTERLINE
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CONCRETE REPLACEMENT LIMITS
POINT NORTHING EASTING
1 394914.34 2052945.29 2 394736.23 2052964.07 3 394734.53 2052947.97 4 394668.48 2052953.06 5 394672.73 2052955.90 6 394917.02 2052970.14
NEW CONCRETE DITCH C/L POINTS
POINT NORTHING EASTING
START/CONNECTION 394915.68 2052957.71
PC 394732.28 2052977.05
PT 394725.24 2052975.36
PC 394704.26 2052963.17
PT 394695.35 2052960.47
END/OUTFALL 394669.45 2052962.85
NEW CONCRETE LIMTS
NEW CONCRETE DITCH C/L
NOTES:
1. CONCRETE REPLACEMENT LIMITS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION TO ACHIEVE THE REQUIRED
SLOPES.
2. 5' X 5' CONCRETE PANELS SHALL BE REPLACED IN FULL SECTIONS. NO
PARTIAL PANEL REMOVAL SHALL BE ALLOWED.
3. MAXIMUM ALLOWABLE PANEL SIZE SHALL BE 5' X 5'.
4. NEW CONCRETE PANELS SHALL SLOPE TO DRAIN TO THE NEW
CONCRETE DITCH, SEE DETAIL 1 ON SHEET C-301.
5. SUBGRADE MATERIAL BELOW THE CONCRETE SHALL BE REMOVED
AND REPLACED WITH SATISFACTORY MATERIAL A MINIMUM OF 5'-0"
BELOW FINISHED GRADE.
NOTES:
1. CONCRETE DITCH C/L POINTS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION TO ACHIEVE THE REQUIRED
SLOPES.
2. CONCRETE DITCH SHALL SLOPE AT A CONSTANT RATE TO DRAIN
TOWARDS THE EXISTING CONCRETE SPILLWAY.
3. NEW CONCRETE DITCH DIMENSIONS SHALL MATCH THE EXISTING
CONCRETE DITCH DIMENSIONS WITH REGARDS TO WIDTH, BOTTOM
RADIUS, THICKNESS, AND DEPTH.
GROUT INJECTION AREA,
SEE DETAIL 2/C-301
GROUT INJECTION AREA,
SEE DETAIL 2/C-301
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STOCKPILE AREA LIMITS
TEMPORARY SILT FENCE
GENERAL NOTES:
1. THERE ARE NO VEHICLE WEIGHT RESTRICTIONS FOR THE SITE.
2. SEE SHEET CE502 FOR STOCKPILE DETAILS.
3. SEE SHEET CE501 FOR TEMPORARY SILT FENCE DETAILS.
4. CHAIN LINK FENCING SHALL BE REMOVED BY THE GOVERNMENT PRIOR TO
CONSTRUCTION.
5. INSTALL SIGN 'BOAT RAMP CLOSED TO PUBLIC'
EDGE OF LOCKWALL
RETAINING WALL
RETAINING WALL
ENTRANCE ROAD
CENTERLINE
EDGE OF ENTRANCE ROAD
ESPLANADE ENTRANCE
POWERLINE
BOAT LAUNCH
PARKING AREA
TO BE USED
AS CONTRACTOR
STAGING AREA
EDGE OF CONCRETE ESPLANADE
EXISTING CONCRETE
DITCH CENTERLINE
SEE NOTE 5 OF
GENERAL NOTES
EXISTING CONCRETE
AND DITCHNEW CONCRETE
AND DITCH
NOTES:
1. CONCRETE PANELS ARE 5' X 5' AND SHALL BE REMOVED AND REPLACED WHERE REQUIRED.
2. CONCRETE ESPLANADE PANELS TO BE REMOVED SHALL BE SAWCUT ALONG THE PERIMETER OF THE CONCRETE REPLACEMENT LIMITS AT PANEL INTERFACES.
3. CONCRETE SHALL BE REPLACED WITH 6" THICK UN-REINFORCED 4500PSI CONCRETE, TO MATCH EXISTING.
4. CONCRETE SHALL BE FINISHED TO MATCH EXISTING SURFACE.
5. CONSTRUCTION JOINTS SHALL BE USED BETWEEN PANELS, NEW AND EXISTING PER THE SPECIFICATIONS.
6. CONCRETE ESPLANADE SHALL SLOPE TO THE NEW CONCRETE DITCH AT A CONSTANT RATE.
7. CONCRETE DITCH SHALL SLOPE TO THE EXISTING SPILLWAY AT A CONSTANT RATE.
8. FOUNDATION MATERIAL SHALL BE REMOVED, REPLACED, AND ADDED AT A MINIMUM OF 5'-0" TO MEET THE REQUIRED ELEVATIONS.
9. DRAWING IS NOT TO SCALE.
TYPICAL CONCRETE PANEL AND DITCH SECTION
SLOPE TO DITCHSLOPE TO DITCH
MATCH TO EXISTING PANEL
MATCH TO EXISTING PANEL
NEW 6" CONCRETE PAVING
EXISTING 6" CONCRETE PAVING
NOTES:
1. GROUT INJECTION HOLES SHALL BE SPACED 18" APART VERTICALLY OR PER THE MANUFACTURERS
RECOMMENDATIONS. CURRENT GOVERNMENT TOTAL GROUT VOLUME ESTIMATE IS 18 CUBIC FEET, THIS VOLUME
DOES NOT REFLECT THE VOLUME THAT MAY BE REQUIRED DURING GROUTING OPERATIONS.
2. GROUT INJECTION HOLES SHALL BE PLACED FROM THE TOP OF WALL TO THE WATER LINE. WATER ELEVATIONS VARY SIGNIFICANTLY WITH RAINFALL EVENTS. WATER ELEVATIONS SHALL BE REQUIRED TO RETURN TO NORMAL POOL ELEVATIONS BEFORE THE GROUT INJECTION DRILLING PROCESS BEGINS. NORMAL POOL ELEVATIONS ON THE
UPSTREAM SIDE ARE 30.1 (NAVD88) AND FOR THE DOWNSTREAM SIDE ARE 22.1 (NAVD88).
3. GROUT INJECTION HOLES SHALL BE DRILLED AT A 45 DEGREE ANGLE TO INTERSECT THE JOINT BEING GROUTED OR
PER MANUFACTURERS RECOMMENDATIONS.
4. SHALL THE GROUT INJECTION HOLE CONTACT REINFORCING STEEL DURING DRILLING, THE GROUT INJECTION HOLE SHALL BE RELOCATED NO MORE THAN 6" IN THE VERTICAL DIRECTION AND 3" IN THE HORIZONTAL DIRECTION
UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.
5. THE NUMBER OF GROUT INJECTION HOLES REQUIRED SHALL BE BASED ON THE NUMBER OF HOLES REQUIRED FOR THE SPACING REQUIRED FROM THE TOP OF WALL TO THE NORMAL POOL ELEVATIONS PROVIDED. THE DRAWING IS NOT TO SCALE AND THE NUMBER OF GROUT HOLES SHOWN ON THE DRAWING IS NOT REFLECTIVE OF THE ACTUAL
AMOUNT OF GROUT HOLES REQUIRED.
1.50'
3.
1.
WATER ELEVATION
CONCRETE RETAINING WALL
TO LOCK WALL JOINT CENTERLINE
GROUT INJECTION HOLE
CENTERLINE
GROUT INJECTION HOLE
CENTERLINE
TYPICAL GROUT INJECTION HOLE LAYOUT
REMOVE AND REPLACE
WITH SATISFACTORY MATERIAL
TO A DEPTH OF 5'-0"
EXISTING SUBGRADE
MATERIAL
C-301
C-301
TYP.
1.00'
TYP.
EXISTING REINFORCED
CONCRETE LOCK WALL
EXISTING REINFORCED
CONCRETE RETAINING WALL
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SEEDING AND MULCHING
IMMEDIATELY AFTER SEEDING, FIRM ENTIRE AREA EXCEPT FOR SLOPES IN EXCESS OF
3 TO 1 WITH ROLLER NOT EXCEEDING 90 POUNDS FOR EACH FOOT OF ROLLER WIDTH.
IF SEEDING IS PERFORMED WITH CULTIPACKER-TYPE SEEDER OR HYDROSEEDING,
ROLLING MAY BE ELIMINATED.
TEMPORARY SEED SPECIES FOR SURFACE EROSION CONTROL OR OVER SEEDING SHALL
BE AS FOLLOWS:
PLANTING PERIOD COMMON NAME
15 MAR - 14 SEP BROWNTOP, PROSO OR GERMAN
(FOXTAIL) MILLET 50
15 SEP - 14 JAN RYE GRAIN 112
15 JAN - 14 MAR SPRING OATS 128
PERMANENT SEED MIXTURE SHALL BE AS FOLLOWS:
PLANTING PERIOD COMMON NAME
1 FEB - 30 APR PENSACOLA BAHIAGRASS
COMMON OR KOBE LESPEDEZA 25
SPRING OATS 32
1 MAY - 31 AUG COMMON OR KOBE LESPEDEZA 25
BROWNTOP PROSO OR GERMAN
(FOXTAIL) MILLET 30
1 SEP - 31 JAN COMMON OR KOBE LESPEDEZA 40
RYE (GRAIN) 56
ADDITIONAL PERMANENT SEED SPECIES SHALL BE PLACED AS FOLLOWS:
PLANTING PERIOD COMMON NAME
1 NOV - 28 FEB COMMON BERMUDAGRASS 20
(UNHULLED)
1 MAR - 31 JUL COMMON BERMUDAGRASS 12
(HULLED)
FERTILIZER SHALL BE COMMERCIAL GRADE, FREE FLOWING, UNIFORMLY COMPOSED.
FERTILIZER SHALL BE BALANCED WITH THE INCLUSION OF TRACE MINERALS AND
MICRO NUTRIENTS.
SYNTHETIC, GRANULAR CONTROLLED RELEASE FERTILIZER CONTAINING
THE FOLLOWING MINIMUM PERCENTAGES, BY WEIGHT OF PLANT FOOD NUTRIENTS:
10 PERCENT AVAILABLE NITROGEN
10 PERCENT AVAILABLE PHOSPHORUS
10 PERCENT AVAILABLE POTASSIUM
CONTROLLED RELEASE FERTILIZER, TO USE WITH HYDROSEEDING AND COMPOSED OF PILLS
COATED WITH PLASTIC RESIN TO PROVIDE A CONTINUOUS RELEASE OF NUTRIENTS FOR AT
LEAST 6 MONTHS AND CONTAINING THE FOLLOWING MINIMUM PERCENTAGES, BY WEIGHT, OF
PLANT FOOD NUTRIENTS:
10 PERCENT AVAILABLE NITROGEN
10 PERCENT AVAILABLE PHOSPHORUS
10 PERCENT AVAILABLE POTASSIUM
MINIMUM LBS
PER ACRE
MINIMUM LBS
PER ACRE
MINIMUM LBS
PER ACRE
VEGETATIVE STABILIZATION - SEEDING
TEMPORARY SEED
PERMANENT SEED
FERTILIZER
HAY OR STRAW MULCH
STRAW
HAY
MECHANICAL ANCHOR
WOOD CELLULOSE FIBER
SOIL PREPARATION
SEED PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITH 3H : 1V SLOPES OR
FLATTER WITHIN 14 CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION AND ALL
DISTURBED AREAS WITH SLOPES STEEPER THAN 3H : 1V WITHIN 7 CALENDAR DAYS AFTER
COMPLETION OF CONSTRUCTION.
TEMPORARY SILT FENCE (TSF) DETAIL
WIRE FABRIC
GROUND LINE
3' -0
" M
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2' -0
" M
IN
4"
8"
COMPACTED FILL
2' MIN' (TYP)
STEEL POST
MIN. 12.5 GA.
INTERMEDIATE
WIRES
MIN. 10 GA.
TOP & BOTTOM
WIRES
FILTER
FABRIC
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36" MIN WIDTH
FILTER FABRIC
(8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE)
MIN. 12.5 GA.
VERTICAL WIRES
STEEL
POST
(TYP)
N.T.S.
VARIES AS DIRECTED BY THE CONTRACTING OFFICER
OR HIS/HER DESIGNATED REPRESENTATIVE
MULCH SHALL BE FREE FROM NOXIOUS WEEDS, MOLD, AND OTHER
DELETERIOUS MATERIALS. MULCH MATERIALS SHALL BE NATIVE TO
THE REGION. HAY OR STRAW MULCH SHALL BE SPREAD UNIFORMLY
AT THE RATE OF 2 TONS PER ACRE. MULCH SHALL BE SPREAD BY
HAND, BLOWER-TYPE MULCH SPREADER, OR OTHER APPROVED
METHOD. MULCHING SHALL BE STARTED ON THE WINDWARD SIDE
OF RELATIVELY FLAT AREAS OR ON THE UPPER PART OF STEEP
SLOPES, AND CONTINUED UNIFORMLY UNTIL THE AREA IS COVERED.
THE MULCH SHALL NOT BE BUNCHED OR CLUMPED. SUNLIGHT SHALL
NOT BE COMPLETELY EXCLUDED FROM PENETRATING TO THE GROUND
SURFACE. ALL AREAS INSTALLED WITH SEED SHALL BE MULCHED ON
THE SAME DAY AS THE SEEDING. MULCH SHALL BE ANCHORED
IMMEDIATELY FOLLOWING SPREADING.
STALKS FROM OATS, WHEAT, RYE, BARLEY, OR RICE. FURNISH IN
AIR-DRY CONDITION AND OF PROPER CONSISTENCY FOR PLACING
WITH COMMERCIAL MULCH BLOWING EQUIPMENT. STRAW SHALL
CONTAIN NO FERTILE SEED.
HAY SHALL BE NATIVE HAY, SUDAN-GRASS HAY, BROOMSEDGE HAY,
OR OTHER HERBACEOUS MOWING. AIR-DRY CONDITION AND OF
PROPER CONSISTENCY FOR PLACING WITH COMMERCIAL MULCH
BLOWING EQUIPMENT. HAY SHALL BE STERILE, CONTAINING NO
FERTILE SEED.
MECHANICAL ANCHOR SHALL BE A V-TYPE-WHEEL LAND PACKER;
A SCALLOPED-DISK LAND PACKER DESIGNED TO FORCE MULCH INTO
THE SOIL SURFACE; OR OTHER SUITABLE EQUIPMENT.
WOOD CELLULOSE FIBER SHALL BE APPLIED AS PART OF THE
HYDROSEEDING OPERATION. THE MULCH SHALL BE MIXED AND
APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
SOIL ON SLOPES UP TO A MAXIMUM 3-HORIZONTAL-TO-1-VERTICAL
SHALL BE TILLED TO A MINIMUM 4 INCH DEPTH. ON SLOPES BETWEEN
3-HORIZONTAL-TO-1-VERTICAL AND 1-HORIZONTAL-TO-1-, THE SOIL
SHALL BE TILLED TO A MINIMUM 2 INCH DEPTH BY SCARIFYING
WITH HEAVY RAKES, SPIKED TOOTH HARROW, CHISEL PLOWS, OR
SIMILAR IMPLEMENTS, OR OTHER SIMILAR METHOD. ROTOTILLERS
SHALL BE USED WHERE SOIL CONDITIONS AND LENGTH OF SLOPE
PERMIT. AREAS COMPACTED BY CONSTRUCTION OPERATIONS SHALL
BE COMPLETELY PULVERIZED BY TILLAGE. THE FERTILIZER MAY BE
APPLIED DURING THIS PROCEDURE.
SOIL EROSION AND SEDIMENT CONTROL MEASURES
1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES NOTED SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION AND
SHALL REMAIN IN EFFECT AND BE MAINTAINED THROUGHOUT THE PERIOD OF CONSTRUCTION.
2. SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND SHALL NOT BE ALLOWED TO COLLECT ON ANY
OFFSITE AREA OR IN WATERWAYS.
3. CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THESE PLANS OR AS DIRECTED BY THE CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE. CONTRACTOR SHALL REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT STABILIZATION OF SLOPES, DITCHES, AND OTHER EARTH CHANGES HAVE BEEN ACCOMPLISHED.
4. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION CONTROL MEASURES, AND
ANY NECESSARY REPAIRS SHALL BE MADE WITHOUT DELAY.
5. PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA SHALL BE STABLIZIED AS SOON AS POSSIBLE. WHEN IT IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA IMMEDIATELY AFTER COMPLETION OF GRADING WORK, TEMPORARY SOIL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY. ALL TEMPORARY SOIL EROSION CONTROL MEASURES SHALL
BE MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED.
6. CONTRACTOR SHALL PROVIDE PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITH 3H:1V SLOPES OR FLATTER WITHIN 14 CALENDAR DAYS FOLLOWING THE COMPLETION OF CONSTRUCTION AND ALL DISTURBED AREAS WITH SLOPES STEEPER THAN 3H:1V WITHIN 7 CALENDAR DAYS
AFTER COMPLETION OF CONSTRUCTION.
TEMPORARY SILT FENCE NOTES:
1. NEW TEMPORARY SILT FENCE SHALL BE INSTALLED AT LOCATIONS SHOWN ON THE
PLANS.
2. WIRE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES
WITH 12" STAY SPACING.
3. FILTER FABRIC SHALL HAVE A MINIMUM OF 36" WIDTH. FILTER FABRIC SHALL BE FASTENED
ADEQUATELY TO THE FENCE FABRIC AS DIRECTED BY THE CONTRACTING OFFICER.
4. STEEL POSTS SHALL BE 5 FEET (MIN) IN HEIGHT AND SHALL BE OF THE SELF-FASTENER ANGLE
STEEL TYPE.
5. THE CONTRACTOR SHALL INSPECT TEMPORARY SILT FENCE AT LEAST ONCE EVERY 7 DAYS AND AFTER ANY SIGNIFICANT STORM THAT PRODUCES 0.5 INCHES OR MORE RAINFALL AT THE SITE
AND MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON
THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
6. THE CONTRACTOR SHALL PERFORM ALL WORK IN SUCH A MANNER THAT STATE WATER QUALITY
STANDARDS OUTSIDE OF THE CONSTRUCTION AREA ARE NOT VIOLATED. ALL EROSION AND
SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
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TEMPORARY STOCKPILE AREA
3:1
3:1
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STOCKPILE AREA
ORIGINAL GROUND SURFACE
10"
(TYP.) SILT FENCE
(SEE DETAIL 1
SHEET CE501)
TEMPORARY STOCKPILE DETAIL
TEMPORARY STOCKPILE - GENERAL NOTES
1. SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE, OR IF STOCKPILE AREA IS LOCATED ON/NEAR A SLOPE THE SILT FENCE
IS TO EXTEND ALONG CONTOURS OF THE DOWN-GRADIENT AREA.
2. IF STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, TEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED.
3. SILT FENCE SHALL BE MAINTAINED UNTIL STOCKPILE AREA HAS EITHER BEEN REMOVED OR PERMANENTLY STABILIZED.
4. THE KEY TO FUNCTIONAL TEMPORARY STOCKPILE AREAS IS WEEKLY INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR SEDIMENT
REMOVAL.
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| G-000 COVER SHEET |
| G-001 DRAWING INDEX |
| V-101 EXISTING CONDITIONS |
| C-001 DEMOLITION PLAN |
| C-101 FINAL SITE PLAN |
| C-301 TYPICAL SECTIONS |
| CE501 EROSION & SEDIMENT CONTROL DETAILS |
| CE502 TEMPORARY STOCKPILE DETAIL |
| Reference Drawings |
| R001 Detail At Lock Site |
| R002 W.O. Huske Lock and Dam Stability Analysis |
| R003 W.O. Huske Lock and Dam Miscellaneous Measurements |
File details come from the government source that posted it. Updated .