AdvPlans_LD2_ScourHoleRepair.pdf
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- Attached to
- Lock and Dam Scoul Repair Federal contract opportunity
- Solicitation number
- W912PM-17-B-0017
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PLANS
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B1_-_IFB_Abstract_Lock_and_Dam_Scour_Repair.pdf | ||
| B1_-_Bid_Opening_Attendance_Sheet.pdf | ||
| A21_-_Site_Visit_Sign_in_Sheet_-_Lock_and_Dam_Scour_Repair.pdf | ||
| A21_-_W912PM-17-B-0017_Amendment_2_Lock_&_Dam_Scour_Repair_Conformed_Copy.pdf | ||
| CN101.pdf | ||
| mn_ld2_xyz.txt | TXT text file | |
| A21_-_W912PM-17-B-0017_Amendment_2_Lock_&_Dam_Scour_Repair.pdf | ||
| LD2_MBES_20130917.txt | TXT text file | |
| A21_-_W912PM-17-B-0017-P0001,_Lock_&_Dam_2_Scour_Hole_Repair_Amendment_1_Conformed_Copy.pdf | ||
| A21_-_W912PM-17-B-0017-P0001,_Lock_&_Dam_2_Scour_Hole_Repair_Amendment_1.pdf | ||
| AdvSpecs.pdf |
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Text version
SCOUR HOLE REPAIR
LOCK & DAM No. 2
27 JULY 2017
Wilmington District
GI00
C O
V E
R S
H E
E T
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps fi
SOLICITATION NO.: W912PM-17-B-0017
SHEET ID
CAPE FEAR RIVER
L D
C o v e r_
F Y .d g n
F
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L D
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-0
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IN
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
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C A
P E F
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R R
IV
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S C
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R H
O L E R
E P
A
IR
BLADEN COUNTY, NORTH CAROLINA
Approval Recommended: *
Approved: *
DATE
DATE
AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
CHIEF, ENGINEERING BRANCH
SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE
WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION
* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,
CHIEF, DESIGN and GENERAL ENGINEERING SECTION
7/27/2017
7/27/2017
SCALE: 1" = 500’
500 1000 150001000 500
SCALE IN FEET
North Carolina
Virginia
A T L A N T
IC
O
C E A N
P A
M L
IC
O S
O U
N D
R O
A N
O K
E
R
IV
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N E U S E
R
IV
ER
DURHAM
GREENE
ASHE
ALLEGHANY
CARTERET
C U R R
IT
U C
K
C A
M D E N
P A S
Q U
O T
A N
K
P E R
Q U
IM
A N S
C H
O W
A N
WASHINGTON
DARE
TYRREL
BEAUFORT
PAMLICO
CRAVEN
NEW
ONSLOW
JONES
LENOIR
DUPLIN
PENDER
BRUNSWICK
COLUMBUS
ROBESON
HOKE
SCOTLAND
CUMBERLAND
SAMPSON
MARTIN
WAYNE
PITT
WILSON
JOHNSTON
WAKE
NORTHAMPTON
BERTIE
GATES
HERTFORD
EDGECOMBE
NASH
FRANKLIN
HALIFAX
WARREN
VANCE
G R
A N
V
IL
L E
PERSON
HARNETT
A L
A M
A N
C E
ORANGE
CASWELL
RICHMOND
M O
N T
G O
M E R
Y
ANSON
MOORE
LEE
CHATHAM
RANDOLPH
GUILFORD
ROCKINGHAMSTOKES
FORSYTH
DAVIDSON
STANLY
UNION
CABARRUS
ROWAN
DAVIE
IREDELL
YADKIN
SURRY
WILKES
A L E X
A N
D E R
CATAWBA
LINCOLN
MECKLENBURG
GASTON
CALDWELL
CLEVELAND
WATAUGA
AVERY
M
IT
C H E L L
BURKE
YANCY
MADISON
McDOWELL
HENDERSON
T R
A N S
Y L V
A N
IA
RUTHERFORD
POLK
BUNCOMBE
HAYWOOD
JACKSON
MACON
CLAY
SWAIN
CHEROKEE
GRAHAM
LOCK N0. 2
LOCK NO. 1
LOCK & DAM
WM. O. HUSKE
C A P E
F E A R
RIVER
HYDE
HANOVER
C a p e F e a r R i v e r
N
BLADEN
LOCK AND DAM No. 2
Lock and Dam No. 3
Lock and Dam No. 1
South Carolina
ELIZABETHTOWN
T O R
IE
G E L
W O
O D
LOCK & DAM No. 2
GI01
L
D v ic in it y -f y .d g n
A N
D V
IC
IN
IT
Y M
A P
IN
D
E X O
F D
R A
W
IN
G S
L O
C K S R
O A
D S R
E . B
R O
A D S
T . (N
C B
U S
PROJECT AREA
GENERAL LOCATION MAP
NOT TO SCALE
F
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A M
E
L D
-0
-0
D R
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IN
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E
D R
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D B
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IS
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
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Georgia
Tennessee
Sheet No. Title
Reference Drawings
INDEX OF DRAWINGS
GI01 INDEX OF DRAWINGS AND VICINITY MAP
CN101 SITE PLAN
CN104 SECTIONS - DAM STA. 3+00 TO STA. 3+75
CN105 SECTIONS - DAM STA. 4+00 TO STA. 4+75
CN107 SECTIONS - CAPE FEAR RIVER STA. 1+50 TO STA. 2+25
CN108 SECTIONS - CAPE FEAR RIVER STA. 2+50 TO STA. 3+25
CN109 SECTIONS - CAPE FEAR RIVER STA. 3+50 TO STA. 4+00
CN106 SECTIONS - CAPE FEAR RIVER STA. 0+50 TO STA. 1+25
CN110 DETAILS
CN103 SECTIONS - DAM STA. 2+00 TO STA. 2+75
CN102 SCOUR HOLE REPAIR PLAN
R-1 HYDROGRAPHIC SURVEY OF LOCK AND DAM NO. 2
.5
.5
.4
.3
.3
.0
.9
.9
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.7
.6
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.8
.8
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.5
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.1
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.8
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.3
.1
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.7
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.3
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-35
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.2
.1
.0
.8
.5
.5
.3
.3
.2
.2
.0
.9
.7
.5
.4
.3
.2
.1
.0
.6
.5
.2
.2
.1
.7
.6
-30
.9
.5
.5
.2
.1
.7
.5
.5
.3
.2
.8
.5
.1
.8
.7
.6
.1
.0
.0
.8
.8
.7
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.3
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-25
.7
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.1
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.8
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-20
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.8
.7
.7
.6
.5
.5
.4
.3
.2
.2
.1
.0
.6
.6
.5
.3
SCALE: 1" = 100’
SCALE IN FEET
100 200 300200 100 0
.3
.1
.1
.1
.9
.8
.7
.5
.5
.5
.5
.0
.8
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-15
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2+00
3+00
4+00
5+00
6+00
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APPROXIMATE SHORELINE
N
1+00
0+00
ESPLANADE
ELIZABETHTOWN TOWNSHIP
CENTRAL TOWNSHIP
RAMP
CONC. BOAT
UNDER ROAD
CULVERT
OFFICE
LOCKMASTER’S
GARAGE
SHED
SHED
SHED
SHED
LIGHT POLE
LIGHT POLE
POWER POLE (TYP.)
POWER LINE (TYP.)
OVERHEAD
LIGHT POLE
BASIN
CATCH
PARKING LOT
FISHING PIER
FACILITY
PAVILION & RESTROOM
PARKING LOT
WHEEL STOP (TYP.)
LIGHT POLE
POWER POLE (TYP.)
STOCKPILE AREA
STAGING &
LINE (TYP.)
POWER
OVERHEAD
LOCK CHAMBER
STOCKPILE & STAGING AREA
FOR SECTIONS SEE SHEETS CN106 TO CN109
CAPE FEAR RIVER ALIGNMENT
FOR SECTIONS SEE SHEETS CN103 TO CN105
DAM ALIGNMENT
COFFER CELLS
PIN 2-3
PIN 2-5
PIN 7
PIN 20
LOCK 2E
SEE SHEET CN102
OF STONE PLACEMENT
APPROXIMATE LIMITS
.0
.0
.1
.1
.2
.2
.2
.2
.2
.3
.3
.3
.3
.4
.4
.4
.5
.5
.5
.5
.6
.6
.6
.6
.7
.7
.7
.8
.8
.8
.8
.8
.9
.9
.9
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.2
.2
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.3
.3
.3
.3
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.4
.4
.4
.5
.5
.5
.5
.5
.5
.6
.6
.6
.6
.6
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.7
.7
.7
.8
.8
.8
.8
.8
.8
.8
.8
.8
.8
.9
.9
.9
.9
.9
.9
.0
.0
.0
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.1
.1
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.1
.1
.1
.1
.1
.2
.2
.2
.2
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.4
.4
.4
.4
.4
.4
.4
.5
.5
.5
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.5
.5
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.6
.6
.6
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.6
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.7
.7
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.2
.2
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.3
.3
.3
.3
.3
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.4
.4
.4
.4
.4
.4
.4
.4
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.5
.5
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.8
.8
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.9
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.9
.9
.9
.9
.9
.9
.9
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.2
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.2
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.2
.2
.2
.2
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.3
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.8
.8
.8
.8
.8
.9
.9
.9
.9
.9
.9
.9
.0
.0
.0
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.0
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.1
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.1
.1
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.1
.1
.2
.2
.2
.2
.2
.2
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.3
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.3
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.3
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.0
.0
.0
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.1
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.3
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.7
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.8
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.9
.9
.9
.0
.0
.0
.0
.0
.0
.2
.2
.2
.2
.3
.3
.3
.3
.4
.5
.5
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.6
.7
.7
.7
.7
.8
.8
.9
.0
.3
.3
.3
S .R
L O
C K A
N D
D
A M N
O
CONCRETE
C A P E F E A R R I V E R
T O N
C
FLOW
FLOW
FLOW
FLOW
NOTES:
LEGEND:
FENCE
TREELINE / CANOPY
STOCKPILE & STAGING AREA
EXISTING CONTOUR
OVERHEAD POWER LINE
SOUNDING
FISH LADDER
COFFER CELL (TYP.)
ACCESS GATE
CONTROL MONUMENT
TSF
TSF
TSF
TEMPORARY SILT FENCETSF
AREA AVAILABLE TO CONTRACTOR
LIMITS OF GOVERNMENT PROPERTY
APPROXIMATE STONE PLACEMENT LIMITS
NO COST TO THE GOVERNMENT.
SHALL BE REPAIRED TO THE SATISFACTION OF THE CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE AT RAMP, ROADS, CONCRETE WALKS, FENCING AND ANY OTHER EXISTING FEATURES DAMAGED BY CONTRACTOR OPERATIONS
10. EXISTING STRUCTURES INCLUDING THE DAM, LOCK, FISH LADDER, DOLPHINS, FENDERS, COFFER CELLS, FISHING PIER, BOAT
BE PLACED TO PROVIDE A FINISHED SURFACE IN ACCORDANCE WITH THE SECTIONS SHOWN ON SHEETS CN103 THRU CN109.
STONE SECTION OF THE SPECIFICATIONS. SEE SHEET CN102 FOR ADDITIONAL PLACEMENT LIMIT DETAILS. THE STONE SHALL
9. THE CONTRACTOR SHALL FURNISH AND PLACE UNDERLAYER MATERIAL AND ARMOR STONE IN ACCORDANCE WITH THE
HISTORICAL INFORMATION IS AVAILABLE AT https://waterdata.usgs.gov/nc/nwis/uv/?site_no=02105500&PARAmeter_cd=00065,00060 .
8. FLOOD EVENTS, HIGH FLOW RATES, AND HIGH WATER LEVELS IN THE CAPE FEAR RIVER MAY OCCUR DURING CONSTRUCTION.
1 JUNE.
7. NO IN WATER CONSTRUCTION FOR THE SCOUR HOLE REPAIR WILL BE ALLOWED DURING THE PERIOD FROM 15 MARCH THRU
ON EXISTING PAVED SURFACES WILL NOT BE ALLOWED. AVAILABLE STONE STOCKPILE AREAS ARE SHOWN ON SHEET CN101.
CALENDAR DAYS FROM ISSUANCE OF THE NOTICE TO PROCEED AND BEFORE ANY STONE DELIVERY. STOCKPILING STONE REVIEW AND APPROVAL BY THE CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE WITHIN FIFTEEN (15)
6. ALL STAGING AREAS, STOCKPILE AREAS, AND RIVER ACCESS ON GOVERNMENT PROPERTY SHALL BE SUBMITTED FOR
AREA(S). NO DIRECT PAYMENT WILL BE MADE FOR PROVIDING ONSHORE STAGING AREAS.
STATE, AND LOCAL LAWS, REGULATIONS AND ORDINANCES IN LOCATING, SECURING AND USING ANY ONSHORE STAGING CONTRACTOR’S PARTICULAR OPERATION SHOULD SO DICTATE. THE CONTRACTOR SHALL FULLY COMPLY WITH ALL FEDERAL,
5. THE CONTRACTOR MAY PROVIDE OFFSITE/ONSHORE STAGING AREA(S) OUTSIDE THE GOVERNMENT PROPERTY LIMITS, IF THE
SUBJECT TO CHANGE DUE TO SHOALING AND RIVER BOTTOM SCOUR.
ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. RIVER BOTTOM ELEVATIONS ARE
4. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS MADE ON THE DATE INDICATED AND CAN
3. HORIZONTAL DATUM: NAD 1983. VERTICAL DATUM: NAVD 88.
2. SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO NAVD 88 DATUM.
1. HYDROGRAPHIC SURVEY PERFORMED 17 SEPTEMBER 2013 BY GEODYNAMICS LLC WITH MULTIBEAM SURVEY EQUIPMENT.
PROVIDED ON REFERENCE DRAWING R-1 FOR INFORMATION ONLY.
18. A HYDROGRAPIC SURVEY PERFORMED 16 NOVEMBER 2016 BY GOEDYNAMICS LLC WITH MULTIBEAM SURVEY EQUIPMENT IS
REPRESENTATIVE.
17. THE CONTRACTOR SHALL COORDINATE ACCESS GATE ENTRY WITH THE CONTRACTING OFFICER OR HIS/HER DESIGNATED
IS STRICTLY PROHIBITED.
16. APPLYING ANY LOAD TO THE EXISTING LOCK STRUCTURE IS STRICTLY PROHIBITED. MOORING TO THE LOCK STRUCTURE
15. NO CONSTRUCTION ACTIVITY IS ALLOWED ON THE CONCRETE ESPLANADE OTHER THAN FOR SURVEYING PURPOSES.
DISTANCE BETWEEN EQUIPMENT AND POWER LINES AT ALL TIMES AS OUTLINED IN THE SAFETY MANUAL.
14. OVERHEAD UTILITY LINES ARE PRESENT AT THE PROJECT SITE. THE CONTRACTOR SHALL MAINTAIN A SAFE WORKING
OF THE SPECIFICATIONS.
REMOVAL OF ALL GRAVEL AND STONE FRAGMENTS AND SEEDING AND MULCHING IN ACCORDANCE WITH SECTION SEEDING THE STAGING AND STOCKPILE AREAS AND CONSTRUCTION ENTRANCES IN PREVIOUSLY GRASSED AREAS WILL INCLUDE ALSO BE REMOVED AND GRADES AND ELEVATIONS RESTORED TO PRE-CONSTRUCTION CONDITIONS. RESTORATION OF BETTER THAN THAT FOUND AT THE TIME THE NOTICE TO PROCEED WAS ISSUED. THE CONSTRUCTION ENTRANCES SHALL USED AND IMPACTED, INCLUDING BUT NOT LIMITED TO STAGING AND STOCKPILE AREAS, TO A CONDITION EQUAL TO OR
13. UPON COMPLETION OF THE WORK, AND PRIOR TO FINAL DEMOBILIZATION, THE CONTRACTOR SHALL RESTORE ALL AREAS
CONSTRUCTION ENTRANCE DETAIL SHOWN ON SHEET CN110.
12. CONSTRUCTION ENTRANCES TO THE STAGING AND STOCKPILE AREAS SHALL BE INSTALLED IN ACCORDANCE WITH THE
REPRESENTATIVE.
AND STOCKPILE AREAS SHOWN ON THE DRAWINGS OR APPROVED BY THE CONTRACTING OFFICER OR HIS/HER DESIGNATED
11. THE CONTRACTOR SHALL STORE AND SECURE AT HIS OWN RISK ALL EQUIPMENT AND MATERIALS WITHIN THE STAGING ld s it e p la n fy
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CLARK BROTHERS LLC.
BWGREENE PROPERTIES LLC.
BWGREENE PROPERTIES LLC.
BWGREENE PROPERTIES LLC.
ASPHALT PAVEMENT
ASPHALT PAVEMENT
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-30
-25
-20
-15
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APPROXIMATE SHORELINE
RAMP
CONC. BOAT
TOWNSHIP
ELIZABETHTOWN
PIN 20
CONTROL MONUMENT
N = 319,140.254
E = 2,127,279.191
EL = 32.861
N = 319,129.125
E = 2,127,179.932
EL = 32.754
PIN 2-3
CONTROL MONUMENT
N = 319,006.037
E = 2,127,214.889
EL = 36.704
LOCK 2E
CONTROL MONUMENT
N = 319,217.895
E = 2,127,116.866
EL = 32.672
PIN 7
CONTROL MONUMENT
LOCK CHAMBER
COFFER CELLS
COFFER CELLS
N = 319,208.323
E = 2,127,081.633
EL = 32.631
PIN 2-5
CONTROL MONUMENT
PRIMARY STONE PLACEMENT AREA - SEE NOTES
TRANSITION ARMOR STONE PLACEMENT AREA - SEE NOTES
C A P E F E A R R I V E R
10 11
20 21
TRANSITION ARMOR STONE PLACEMENT AREA - SEE NOTES
ALIGNMENT #1, DAM FACE
ALIGNMENT #2, RIVER CENTERLINE
#1 - Alignment Along Approximate Upstream Face of Dam PI Station Northing Easting Bearing 0+00 319,133.9 2,127,011.4 24 deg 52 min 12.5 sec 6+00 319,678.3 2,127,263.7
#2 - Alignment Along Approximate Centerline of River Flow PI Station Northing Easting Bearing 0+00 319,406.1 2,127,137.5 65 deg 07 min 21.9 sec 6+00 319,153.7 2,127,681.9
Note: Station 3+00 Alignment #1 is Approximate Centerline of River Flow and is Equal to Station 0+00 Alignment #2
FENCE
TREELINE / CANOPY
STOCKPILE & STAGING AREA
EXISTING CONTOUR
OVERHEAD POWER LINE
SOUNDING
CONTROL MONUMENT
LEGEND:
TEMPORARY SILT FENCETSF
TSF
TSF
TSF
AREA AVAILABLE TO CONTRACTOR
LIMITS OF GOVERNMENT PROPERTY
APPROXIMATE STONE PLACEMENT LIMITS
EXISTING SHEETPILE WALL
TRANSITION ARMOR STONE PLACEMENT AREA
Horizontal Alignments used for Section Display, Sheets CN103 thru CN109
SCALE: 1" = 50’
SCALE IN FEET
50 100 150100 50 0
4.
3.
2.
1.
NOTES:
SEE SHEET CN101 FOR ADDITIONAL NOTES.
SECTION STA 2+25.
DOWNSTREAM OF THE LOCK CHAMBER - EXAMPLE SHOWN ON SHEET CN103,
ALLOWED WITHIN THE TRANSITION ARMOR STONE PLACEMENT LIMITS
ON SHEETS CN103 THRU CN109. NOTE SOME ELEVATION DEVIATIONS MAY BE
ELEVATION SHALL MEET ELEVATIONS DEFINED AND SHOWN IN THE SECTIONS
COORDINATES DEFINE THE TOP OF ARMOR STONE.TOP OF ARMOR STONE
ARMOR STONE ONLY WITH MINIMUM LAYER THICKNESS OF 2.8’. THE LIMITS AND
AREA DEFINED BY TRANSITION ARMOR STONE PLACEMENT LIMITS REQUIRES
AND SHOWN IN THE SECTIONS ON SHEETS CN103 THRU CN109.
TOP OF ARMOR STONE ELEVATION SHALL MEET ELEVATIONS DEFINED
MATERIAL. THE LIMITS AND COORDINATES DEFINE THE TOP OF ARMOR STONE.
ARMOR STONE LAYER THICKNESS OF 5.5’ OVER ANY REQUIRED UNDERLAYMENT
AREA DEFINED BY PRIMARY STONE PLACEMENT LIMITS REQUIRES A MINIMUM
STONE PLACEMENT.
SEE TABLE 1 FOR COORDINATES DEFINING THE LIMITS OF THE TOP OF ARMOR
N
CLARK
BROTHERS
LL
C.
HORIZONTAL SCALE: 1" = 40’
VERTICAL SCALE: 1" = 20’
40 40 80 120
20 20 40 60
SCALE IN FEET
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
SECTIONS - DAM
5%
20%
EXISTING ROCK FILL DAM (TYP.)
ARMOR STONE
MIN. THICKNESS 5.5’ (TYP.)
PILE WALL (TYP.)
EXISTING SHEET
EXISTING BOTTOM
SEPT. 2013 SURVEY (TYP.)
-40
-35
-30
-45
-50
-25
-5
-20
-15
-10
475 500 525450375 400 425-50-75-100 -25 550 575 600350100 125 150750 25 50 275 300 325250175 200 225
5%
20%
5%
20%
5%
20%
20%
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
475 500 525450375 400 425-50-75-100 -25 550 575 600350100 125 150750 25 50 275 300 325250175 200 225
-40
-35
-30
-45
-50
-25
-5
-20
-15
-10
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
475 500 525450375 400 425-50-75-100 -25 550 575 600350100 125 150750 25 50 275 300 325250175 200 225
-40
-35
-30
-45
-50
-25
-5
-20
-15
-10
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
475 500 525450375 400 425-50-75-100 -25 550 575 600350100 125 150750 25 50 275 300 325250175 200 225
-40
-35
-30
-45
-50
-25
-5
-20
-15
-10
FLOW
FLOW
FLOW
FLOW
STA. 2+00
STA. 2+25
STA. 2+50
STA. 2+75
UNDERLAYER MATERIAL
SEE NOTE 3 ON SHEET CN102 (TYP.)
TRANSITION ARMOR STONE PLACEMENT AREA
ASSUMED 1.5H:1V SIDE SLOPES (TYP)
SEE NOTE 3 ON SHEET CN102 (TYP.)
TRANSITION ARMOR STONE PLACEMENT AREA
CN103
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NOTES:
1. WATER LEVEL VARIES. SEE NOTE 8, PLATE CN101.
F
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HORIZONTAL SCALE: 1" = 40’
VERTICAL SCALE: 1" = 20’
40 40 80 120
20 20 40 60
SCALE IN FEET
SECTIONS - DAM
-40
-35
-30
-45
-50
-25
-5
-20
-15
-10
475 500 525450375 400 425-50-75-100 -25 550 575 600350100 125 150750 25 50 275 300 325250175 200 225
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-40
-35
-30
-45
-50
-25
-5
-20
-15
-10
475 500 525450375 400 425-50-75-100 -25 550 575 600350100 125 150750 25 50 275 300 325250175 200 225
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-40
-35
-30
-45
-50
-25
-5
-20
-15
-10
475 500 525450375 400 425-50-75-100 -25 550 575 600350100 125 150750 25 50 275 300 325250175 200 225
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-40
-35
-30
-45
-50
-25
-5
-20
-15
-10
475 500 525450375 400 425-50-75-100 -25 550 575 600350100 125 150750 25 50 275 300 325250175 200 225
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
PILE WALL (TYP.)
EXISTING SHEET
5%
ARMOR STONE
MIN. THICKNESS 5.5’ (TYP.)
20%
EXISTING BOTTOM
SEPT. 2013 SURVEY (TYP.)
20%
5%
5%
20%
5%
20%
FLOW
FLOW
FLOW
FLOW
STA. 3+00
STA. 3+25
STA. 3+50
STA. 3+75
UNDERLAYER MATERIAL
SEE NOTE 3 ON SHEET CN102 (TYP.)
TRANSITION ARMOR STONE PLACEMENT AREA
EXISTING ROCK FILL DAM (TYP.)
ASSUMED 1.5H:1V SIDE SLOPES (TYP)
CN104
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NOTES:
1. WATER LEVEL VARIES. SEE NOTE 8, PLATE CN101.
F
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L D
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-0
D R
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IN
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D R
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-B -0
B L
A D
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N O
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A R
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A L
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HORIZONTAL SCALE: 1" = 40’
VERTICAL SCALE: 1" = 20’
40 40 80 120
20 20 40 60
SCALE IN FEET
SECTIONS - DAM
-40
-35
-30
-45
-50
-25
-5
-20
-15
-10
475 500 525450375 400 425-50-75-100 -25 550 575 600350100 125 150750 25 50 275 300 325250175 200 225
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
EXISTING BOTTOM
SEPT. 2013 SURVEY (TYP.)
ARMOR STONE
MIN. THICKNESS 5.5’ (TYP.)
20%
5%
PILE WALL (TYP.)
EXISTING SHEET
5%
20%
5%
20%
5%
20%
475 500 525450375 400 425-50-75-100 -25 550 575 600350100 125 150750 25 50 275 300 325250175 200 225
-40
-35
-30
-45
-50
-25
-5
-20
-15
-10
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
475 500 525450375 400 425-50-75-100 -25 550 575 600350100 125 150750 25 50 275 300 325250175 200 225
-40
-35
-30
-45
-50
-25
-5
-20
-15
-10
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
475 500 525450375 400 425-50-75-100 -25 550 575 600350100 125 150750 25 50 275 300 325250175 200 225
-40
-35
-30
-45
-50
-25
-5
-20
-15
-10
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
FLOW
FLOW
FLOW
FLOW
STA. 4+00
STA. 4+25
STA. 4+50
STA. 4+75
PROJECTED DAM ALIGNMENT (TYP.)
UNDERLAYER MATERIAL
SEE NOTE 3 ON SHEET CN102 (TYP.)
TRANSITION ARMOR STONE PLACEMENT AREA
EXISTING ROCK FILL DAM (TYP.)
ASSUMED 1.5H:1V SIDE SLOPES (TYP)
CN105
ld s it e p la n fy
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N S D
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NOTES:
1. WATER LEVEL VARIES. SEE NOTE 8, PLATE CN101.
F
IL
E N
A M
E
L D
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
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S O
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IC
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A T
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N N
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D B
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D E
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N
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D B
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D A
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C O
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C T N
O
C H
E C
K E
D B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
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W
IL
M
IN
G T
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N O
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A R
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A
D
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G T
O N A
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N U
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G T
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IS
T R
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A R
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P S O
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C
H E
L L
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C R
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L U
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H A
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R O
V E J
M
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C H
E L L
J
U L
W P
M -1
-B -0
B L
A D
E N C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A L
O C
K D
A M N
O
C A
P E F
E A
R R
IV
E R
S C
O U
R H
O L E R
E P
STA 0+50 TO 0+75. SEE NOTE 3 ON SHEET CN102 (TYP.)
TRANSITION ARMOR STONE PLACEMENT AREA
(HATCHED) SEE NOTE 3 ON SHEET CN102 (TYP.)
TRANSITION ARMOR STONE PLACEMENT AREA
ARMOR STONE
MIN. THICKNESS 5.5’ (TYP.)
HORIZONTAL SCALE: 1" = 40’
VERTICAL SCALE: 1" = 20’
40 40 80 120
20 20 40 60
SCALE IN FEET CN106
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
SECTIONS - CAPE FEAR RIVER
LOCK CHAMBER (TYP.)
LOCK WALLS (TYP.)
NOTE: NO SURVEY INFORMATION
AVAILABLE FOR THIS SECTION
TRAINING WALL
EXISTING BOTTOM
SEPT. 2013 SURVEY (TYP.)
ld s it e p la n fy
.d g n
S T
A T
O S
T A
S E
C T
IO
N S C
A P
E F
E A
R R
IV
E R
-100-125-150 -25-50-75-250-275-300 -175-200-225 30075 100 1250 25 50 225 250 275150 175 200
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-100-125-150 -25-50-75-250-275-300 -175-200-225 30075 100 1250 25 50 225 250 275150 175 200
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-100-125-150 -25-50-75-250-275-300 -175-200-225 30075 100 1250 25 50 225 250 275150 175 200
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-100-125-150 -25-50-75-250-275-300 -175-200-225 30075 100 1250 25 50 225 250 275150 175 200
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
STA. 0+50
STA. 0+75
STA. 1+00
STA. 1+25
NOTES:
UNDERLAYER MATERIAL (TYP.)
PILE (TYP.)
1. CAPE FEAR RIVER SECTIONS SHOWN ARE
VIEWED FROM UPSTREAM TO DOWNSTREAM.
2. WATER LEVEL VARIES. SEE NOTE 8, SHEET CN101.
F
IL
E N
A M
E
L D
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
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A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
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IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
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W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
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IN
G T
O N A
V E
N U
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IL
M
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G T
O N D
IS
T R
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T U .S
A R
M Y C
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P S O
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C
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L L
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C R
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C H
F E
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L U
S A
J
H A
R G
R O
V E J
M
IT
C H
E L L
J
U L
W P
M -1
-B -0
B L
A D
E N C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A L
O C
K D
A M N
O
C A
P E F
E A
R R
IV
E R
S C
O U
R H
O L E R
E P
(HATCHED) SEE NOTE 3 ON SHEET CN102 (TYP.)
TRANSITION ARMOR STONE PLACEMENT AREA
HORIZONTAL SCALE: 1" = 40’
VERTICAL SCALE: 1" = 20’
40 40 80 120
20 20 40 60
SCALE IN FEET
ASSUMED 1.5H:1V SIDE SLOPES (TYP)
CN107
SECTIONS - CAPE FEAR RIVER
ld s it e p la n fy
.d g n
LOCK WALLS (TYP.)
LOCK CHAMBER (TYP.)
ARMOR STONE
MIN. THICKNESS 5.5’ (TYP.)
EXISTING BOTTOM
SEPT. 2013 SURVEY (TYP.)
S T
A T
O S
T A
S E
C T
IO
N S C
A P
E F
E A
R R
IV
E R
-100-125-150 -25-50-75-250-275-300 -175-200-225 30075 100 1250 25 50 225 250 275150 175 200
-10
-15
-20
-25
-30
-35
-40
-45
-50
-5
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-100-125-150 -25-50-75-250-275-300 -175-200-225 30075 100 1250 25 50 225 250 275150 175 200
-10
-15
-20
-25
-30
-35
-40
-45
-50
-5
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-100-125-150 -25-50-75-250-275-300 -175-200-225 30075 100 1250 25 50 225 250 275150 175 200
-10
-15
-20
-25
-30
-35
-40
-45
-50
-5
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-100-125-150 -25-50-75-250-275-300 -175-200-225 30075 100 1250 25 50 225 250 275150 175 200
-10
-15
-20
-25
-30
-35
-40
-45
-50
-5
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
STA. 1+50
STA. 1+75
STA. 2+00
STA. 2+25
NOTES:
UNDERLAYER MATERIAL (TYP.)
PILE (TYP.)
1. CAPE FEAR RIVER SECTIONS SHOWN ARE
VIEWED FROM UPSTREAM TO DOWNSTREAM.
2. WATER LEVEL VARIES. SEE NOTE 8, SHEET CN101.
F
IL
E N
A M
E
L D
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
J .H
A R
G R
O V
E J .M
IT
C
H E
L L
L
C R
E E
C H
F E
S C
L U
S A
J
H A
R G
R O
V E J
M
IT
C H
E L L
J
U L
W P
M -1
-B -0
B L
A D
E N C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A L
O C
K D
A M N
O
C A
P E F
E A
R R
IV
E R
S C
O U
R H
O L E R
E P
HORIZONTAL SCALE: 1" = 40’
VERTICAL SCALE: 1" = 20’
40 40 80 120
20 20 40 60
SCALE IN FEET
ASSUMED 1.5H:1V STONE SLOPES (TYP)
(HATCHED) SEE NOTE 3 ON SHEET CN102 (TYP.)
TRANSITION ARMOR STONE PLACEMENT AREA
(HATCHED) SEE NOTE 3 ON SHEET CN102 (TYP.)
TRANSITION ARMOR STONE PLACEMENT AREA
(HATCHED) SEE NOTE 3 ON SHEET CN102 (TYP.)
TRANSITION ARMOR STONE PLACEMENT AREA
CN108
SECTIONS - CAPE FEAR RIVER
ld s it e p la n fy
.d g n
ARMOR STONE
MIN. THICKNESS 5.5’ (TYP.)
EXISTING BOTTOM
SEPT. 2013 SURVEY (TYP.)
S T
A T
O S
T A
S E
C T
IO
N S C
A P
E F
E A
R R
IV
E R
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-100-125-150 -25-50-75-250-275-300 -175-200-225 30075 100 1250 25 50 225 250 275150 175 200
-10
-15
-20
-25
-30
-35
-40
-45
-50
-5
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-100-125-150 -25-50-75-250-275-300 -175-200-225 30075 100 1250 25 50 225 250 275150 175 200
-10
-15
-20
-25
-30
-35
-40
-45
-50
-5
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-100-125-150 -25-50-75-250-275-300 -175-200-225 30075 100 1250 25 50 225 250 275150 175 200
-10
-15
-20
-25
-30
-35
-40
-45
-50
-5
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-100-125-150 -25-50-75-250-275-300 -175-200-225 30075 100 1250 25 50 225 250 275150 175 200
-10
-15
-20
-25
-30
-35
-40
-45
-50
-5
STA. 2+50
STA. 2+75
STA. 3+00
STA. 3+25
NOTES:
GANGWAY BETWEEN
COFFER CELLS (TYP.)
COFFER CELL (TYP.)
UNDERLAYER MATERIAL (TYP.)
1. CAPE FEAR RIVER SECTIONS SHOWN ARE
VIEWED FROM UPSTREAM TO DOWNSTREAM.
2. WATER LEVEL VARIES. SEE NOTE 8, SHEET CN101.
F
IL
E N
A M
E
L D
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
J .H
A R
G R
O V
E J .M
IT
C
H E
L L
L
C R
E E
C H
F E
S C
L U
S A
J
H A
R G
R O
V E J
M
IT
C H
E L L
J
U L
W P
M -1
-B -0
B L
A D
E N C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A L
O C
K D
A M N
O
C A
P E F
E A
R R
IV
E R
S C
O U
R H
O L E R
E P
HORIZONTAL SCALE: 1" = 40’
VERTICAL SCALE: 1" = 20’
40 40 80 120
20 20 40 60
SCALE IN FEET
ASSUMED 1.5H:1V SIDE SLOPES (TYP)
CN109
SECTIONS - CAPE FEAR RIVER
ld s it e p la n fy
.d g n
S T
A T
O S
T A
S E
C T
IO
N S C
A P
E F
E A
R R
IV
E R
EXISTING BOTTOM
SEPT. 2013 SURVEY (TYP.)
ARMOR STONE
MIN. THICKNESS 5.5’ (TYP.)
-100-125-150 -25-50-75-250-275-300 -175-200-225 30075 100 1250 25 50 225 250 275150 175 200
STA. 3+50
-10
-15
-20
-25
-30
-35
-40
-45
-50
-5
0 0
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-100-125-150 -25-50-75-250-275-300 -175-200-225 30075 100 1250 25 50 225 250 275150 175 200
STA. 3+75
-10
-15
-20
-25
-30
-35
-40
-45
-50
-5
0 0
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
-100-125-150 -25-50-75-250-275-300 -175-200-225 30075 100 1250 25 50 225 250 275150 175 200
STA. 4+00
-10
-15
-20
-25
-30
-35
-40
-45
-50
-5
0 0
-5
-10
-15
-20
-25
-30
-35
-40
-45
-50
NOTES:
GANGWAY BETWEEN
COFFER CELLS (TYP.)
UNDERLAYER MATERIAL (TYP.)
COFFER CELL (TYP.)
1. CAPE FEAR RIVER SECTIONS SHOWN ARE
VIEWED FROM UPSTREAM TO DOWNSTREAM.
2. WATER LEVEL VARIES. SEE NOTE 8, SHEET CN101.
F
IL
E N
A M
E
L D
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
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IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
J .H
A R
G R
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E J .M
IT
C
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L L
L
C R
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C H
F E
S C
L U
S A
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H A
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V E J
M
IT
C H
E L L
J
U L
W P
M -1
-B -0
B L
A D
E N C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A L
O C
K D
A M N
O
C A
P E F
E A
R R
IV
E R
S C
O U
R H
O L E R
E P
SCALE: N.T.S.
MAINTENANCE:
ENTRANCE / EXIT DETAIL
TEMPORARY GRAVEL CONSTRUCTION
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
NOTE:
REPRESENTATIVE FOR APPROVAL.
CONTRACTING OFFICER OR HIS/HER DESIGNATED
SHALL COORDINATE THE LOCATION(S) WITH THE
CONSTRUCTION ENTRANCE/EXIT, THE CONTRACTOR
PRIOR TO INSTALLATION OF THE TEMPORARY GRAVEL
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
SEDIMENTATION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA
STANDARDS OUTSIDE OF THE CONSTRUCTION AREA ARE NOT VIOLATED. ALL EROSION AND
THE CONTRACTOR SHALL PERFORM ALL WORK IN SUCH A MANNER THAT STATE WATER QUALITY
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS
THE CONTRACTOR SHALL INSPECT TEMPORARY SEDIMENT FENCE AT LEAST ONCE A WEEK AND
DESIGNATED REPRESENTATIVE.
THE PLANS AND DETAIL ABOVE AND AS DIRECTED BY THE CONTRACTING OFFICER OR HIS/HER
THE CONTRACTOR SHALL PLACE TEMPORARY SILT FENCE AS SHOWN ON PLATE CN102 OF
ANGLE STEEL TYPE.
STEEL POSTS SHALL BE 5 FEET (MIN) IN HEIGHT AND SHALL BE OF THE SELF-FASTENER
ADEQUATELY TO THE WIRE FABRIC .
FILTER FABRIC SHALL HAVE A MINIMUM OF 36" WIDTH. FILTER FABRIC SHALL BE FASTENED
6 LINE WIRES WITH 12" STAY SPACING.
WIRE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF
TEMPORARY SILT FENCE NOTES:
8’ MAX.
TEMPORARY SILT FENCE (TSF) DETAILS
CN110
D E
T A
IL
S L
D d e ta il s F
Y .d g n
(TYP)
STEEL POST
2’ MIN’ (TYP)
GROUND LINE
COMPACTED FILL
M A
X
F A
B R
IC
F
IL
T E
R
AND WIRE INTO TRENCH
NOTE: EXTEND FABRIC
FILTER FABRIC
36" MIN WIDTH
WIRES
INTERMEDIATE
MIN. 12.5 GA.
WIRES
TOP & BOTTOM
MIN. 10 GA.
FABRIC
FILTER
6.
5.
4.
3.
2.
1.
F
IL
E N
A M
E
L D
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
J .H
A R
G R
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E J .M
IT
C
H E
L L
L
C R
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C H
F E
S C
L U
S A
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H A
R G
R O
V E J
M
IT
C H
E L L
J
U L
W P
M -1
-B -0
B L
A D
E N C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A L
O C
K D
A M N
O
C A
P E F
E A
R R
IV
E R
S C
O U
R H
O L E R
E P
A
IR
SCALE: N.T.S.
M
IN
AGGREGATE
2"-3" WASHED COARSE
’ M
IN
IM
U M
MINIMUM
50’
P U B
LI
C R
O A D
GEOTEXTILE
WIRE FABRIC
STEEL POST
M
IN
4"
WIRES
VERTICAL
MIN. 12.5 GA.
R-1
| GI00 |
| GI01 |
| CN101 |
| CN102 |
| CN103 |
| CN104 |
| CN105 |
| CN106 |
| CN107 |
| CN108 |
| CN109 |
| CN110 |
| R-1 |
File details come from the government source that posted it. Updated .