Falls_Tailrace_Amd2_Plans.pdf
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- W912HN-10-B-0001
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Amdt002 Revised Plans
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Other files
| File | Type | Posted |
|---|---|---|
| Tailrace Bid Abstract.pdf | ||
| W912HN-10-B-0001 0002 Conform FINAL.pdf | ||
| W912HN-10-B-0001 0002.pdf | ||
| W912HN-10-B-0001 0001.pdf | ||
| SPECIFICATIONS.pdf | ||
| Falls_TailRace_Plans_010610.pdf |
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N
40’10’
SCALE:1"=20’
0 20’
NOTES
1. REMOVAL OF THE EXISTING BRIDGE SHALL
BE PERFORMED SO AS NOT TO ALLOW DEBRIS
TO FALL INTO THE WATER.
C O
N C S
P
IL
L W
A Y D
E M
O N
O T I
N C
O N
T R
A C
T
G U
A R
D R
A
IL
R
E M
O V
A L N
O T I
N C
O N
T R
A C
T
-3
-2
K L J
K L J
-3
-2
A N
S I
D
C-101
C -1
.D
G N
L K
B
K L J
T L
C
D E
M O
L
IT
IO
N S
IT
E P
L A
N w w w .t e tr a te c h .c o m
P H
O N
E (8
-2
F
A X (8
-0
B ri g h to n L a k e R d S u it e
B ri g h to n
M ic h ig a n
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
F
A L L S T
A
IL
R A
C E R
E C
R E
A T
IO
N I
M P
R O
V E
M E
N T S
F A
L L S L
A K
E
W A
K E C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A C
O N
T R
A C
T N
O
W
H N -0
-D -0
R E
V
IE
W E
D B
Y
-3
-2
C H
IE
F D
E S
IG
N S
E C
T
IO
N
-3
-2
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
Wilmington, North Carolina
LEGEND
REPAIR PAVEMENT CRACKS
COLD MILL
STRIP EXIST. TOPSOIL/GRAV.
PROTECT CATCH
BASIN INLET
PROTECT EXIST.
CURB (TYP.)
PROTECT GATE
BRIDGE TO BE
REMOVED
REMOVE EX. BUMPER BLOCKS.
REUSE IF NOT DAMAGED OR CRACKED
X X
X X
REMOVE GUARD RAIL
FOR SPILLWAY
CONSTRUCTION
EXCAVATE AS NEEDED TO
INSTALL CONCRETE SPILLWAY
PER SPECIFICATIONS
.5
PROTECT SIGN
CLEAN DEBRIS AND OBSTRUCTIONS
FROM CULVERT ENTRANCE AND REMOVE
OFF-SITE, APPROX. 5 CY.
212.10
S
212.79
212.79
201.49
194.77
199.57
211.17
200.29
199.36
208.80
199.57
200.56
200.63
199.56
199.22
196.17
198.88
S
WV
WM
217.14
218.22
218.88
219.28
219.40
R
C P
GRILL
TRASH
CANS
GRILL
CONCRETE
PAD
S T E
E L
B R
ID
G E
PICNIC
AREA
PICNIC
AREA
C A
M E
R A
P O
L E
CONCRETE
PAD
SR 200
AS
P
H
ALT
S
ID
EW
ALK
M E
T
L
G U
A R
IL
G U
A
IL
LOCK
BOX
WOOD
BRIDGE
W
ALK
W
AY
LOCK
BOX
CONCRETE
HEADWALL
ECM
ASPHALT
PARKING LOT
2’ CURB & GUTTER
PARKING AREA
F A
L
S
O
E
U
M E
T
A
IL
SSMH
TOP
ELEV=212.53’
INV
IN=206.83’
INV
OUT=204.98’
SSMH
TOP ELEV=213.45’
INV IN=210.05’
INV OUT=209.82’
E X
P A
V
EX. PAVED ROAD
INV ELEV=199.50’
CAMERA
POLE
LP
NEUSE RIVER
NOTE:
WATER ELEVATION 195.60’
TAKEN @ 11:22AM, 7/30/09
TBM
60 PENNY NAIL IN
PP
ELEV=215.78’
NAD 83 2007
CONTROL POINT
NORTH=797,257.56’
EAST=2,124,213.01’
ELEV=212.29’
NAD 83 2007
CONTROL POINT
NORTH=797,279.72’
EAST=2,124,432.04’
ELEV=214.22’
N 84°13
’18" E 220.15’
GRID BEARING & DISTANCE
N
°0
’5
.3
NAD 83 2007
NCGS "WILDCATS"
NORTH=800,681.045’
EAST=2,127,405.354’
ELEV=376.35’
NAD 83 2007
NCGS "FORTE"
NORTH=790,040.85’
EAST=2,120,717.37’
ELEV=427.11’
G
ID
B
A R
IN
IS
T A
N C
E
G
A R
T A N
C E
TRASH
CAN
15"FES
(UNABLE TO BE
LOCATED AT THIS TIME,
FULL OF DEBRIS)
DI
ELEV=219.44’
(UNABLE TO OBTAIN
INVERT ELEVATION;
INLET FULL &
COVERED W/SILT
G A
T E
199.66 199.38
195.12
194.71
194.99
194.24
194.44
194.52
6 PARKING
SPACES
P
R K
A C
E S
R K
A C
E S
E D
P
A V E
M T.
EDGE OF PAVEMT.
EDGE OF PAVEMT.
WOODLINE
WOODLINE
W O
O D
L
IN
E
W O
O D
L
IN
E
X
M
ETAL
R
AIL
M
ETAL
R
AIL
15"PIPE
8"
DIP
TIE LINE ONLY
T
IE
L
Y
T
IE
P H
A L T
D R
IV
E
OVERHANG
O
LD
A B
A N
GRAVEL
FFE=
219.00’
COMFORT
STATION
HANDICAP
RAMP
DIRT PATH
WOODED
AREA
NEUSE RIVER
EDGE OF WATER
E D
W
TE
R
EDGE OF WATER
P E
D E S
T R
IA
L K
W A
Y
PI
PE
BRO
KEN
GRAVEL
RIP RAP
RIP RAP
RIP RAP
GRAVEL
INV ELEV
=196.42’
DOG WASTE BAG BOX
15"RCP (NOT LOCATED)
"S
S
FM
1 STORY
BLOCK
COMP.
ROOF
PUM
P
STATION
SEPTICTANK
0 2
1 201
WOODED
AREA
PP
4 2
GUARD RAIL
SCALE:1"=20’
0 20’
R
IP
R A
P S
W A
L E N
O T I
N C
O N
T R
A C
T
G U
A R
D R
A
IL
I
N S
T A
L L
A T
IO
N N
O T I
N C
O N
T R
A C
T
S P
IL
L W
A Y N
O T I
N C
O N
T R
A C
T
F L
O W D
IV
E R
S
IO
N B
E R
M N
O T I
N C
O N
T R
A C
T
B R
ID
G E A
B U
T M
E N
T N
O T I
N C
O N
T R
A C
T
-3
-2
K L J
K L J
-3
-2
K L J
-3
-2
K L J
-3
-2
K L J
-3
-2
A N
S
C-102
-1
.D
G N
L K
B
K L J
T L
C
S
IT
E P
L A
N w w w .t e tr a te c h .c o m
P H
O N
E (8
-2
F
A X (8
-0
B ri g h to n L a k e R d S u it e
B ri g h to n
M ic h ig a n
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
L L S T
A
IL
R A
C E R
E C
R E
A T
IO
N I
M P
R O
V E
M E
N T S
F A
L L S L
A K
E
W A
K E C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A C
O N
T R
A C
T N
O
W
H N -0
-D -0
R E
V
IE
W E
D B
Y
-3
-2
C H
IE
F D
E S
IG
N S
E C
T
IO
N
-3
-2
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
Wilmington, North Carolina
EXISTING SIGN
N=797314.58
E=2124363.75
3.5’ CONCRETE
SPILLWAY SEE DETAIL
ON SHEET C-501
5.0’ CONCRETE
SPILLWAY SEE
DETAIL ON
SHEET C-501
N=797316.52 E=2124348.96
RIP-RAP
DRAINAGE
SWALE
RIP-RAP
DRAINAGE
SWALE
BANK TOE
PROTECTION
(TYP.)
FLOW DIVERSION
BERM
PEDESTRIAN
BRIDGE AND
CONCRETE
ABUTMENTS
SEE DETAIL
ON S-101
9.5’
4" SOLID WHITE PAVEMENT
MARKING (TYP.)
.7
.3
CONSTRUCTION LIMITS
3.0 (TYP.)
R
TOP OF
PAVEMENT
219.67
4" SOLID YELLOW
PAVEMENT MARKING
LINES 2’-0" O.C.
.0
T Y
P
R
20.0
23.6
20.0
6.0
2’ GRAVEL SHOULDER
4" SOLID YELLOW PAVEMENT
MARKING LINES 2’-0" O.C.
SEE ROADWAY
TRANSITION DETAIL
ON SHEET C-501
SEE ROADWAY
TRANSITION DETAIL
ON SHEET C-501
REINSTALL CONCRETE BUMPER BLOCKS, IF CRACKED
OR DAMAGED, NEW BLOCKS SHALL BE FURNISHED AND
INSTALLED SEE DETAIL ON SHEET C-502
SEE ROADWAY
TRANSITION DETAIL
ON SHEET C-501
S
S
WV
WM
R
C P
GRILL
TRASH
CANS
GRILL
CONCRETE
PAD
S T E
E L
B R
ID
G E
PICNIC
AREA
PICNIC
AREA
C A
M E
R A
P O
L E
CONCRETE
PAD
SR 200
AS
P
H
ALT
S
ID
EW
ALK
M E
T
A
IL
G U
A
IL
LOCK
BOX
W
ALK
W
AY
LOCK
BOX
CONCRETE
HEADWALL
ECM
2’ CURB & GUTTER
F A
L
U
M E
T
A
IL
SSMH
TOP
ELEV=212.53’
INV
IN=206.83’
INV
OUT=204.98’
SSMH
TOP ELEV=213.45’
INV IN=210.05’
INV OUT=209.82’
E X
P A
V
EX. PAVED ROAD
INV ELEV=199.50’
CAMERA
POLE
LP
NEUSE RIVER
NOTE:
WATER ELEVATION 195.60’
TAKEN @ 11:22AM, 7/30/09
TBM
60 PENNY NAIL IN
PP
ELEV=215.78’
NAD 83 2007
CONTROL POINT
NORTH=797,257.56’
EAST=2,124,213.01’
ELEV=212.29’
NAD 83 2007
CONTROL POINT
NORTH=797,279.72’
EAST=2,124,432.04’
ELEV=214.22’
N 84°13
’18" E 220.15’
GRID BEARING & DISTANCE
N
°0
’5
.3
NAD 83 2007
NCGS "WILDCATS"
NORTH=800,681.045’
EAST=2,127,405.354’
ELEV=376.35’
NAD 83 2007
NCGS "FORTE"
NORTH=790,040.85’
EAST=2,120,717.37’
ELEV=427.11’
G
A R
T A
N C
E
G
A R
T A N
C E
TRASH
CAN
15"FES
(UNABLE TO BE
LOCATED AT THIS TIME,
FULL OF DEBRIS)
DI
ELEV=219.44’
(UNABLE TO OBTAIN
INVERT ELEVATION;
INLET FULL &
COVERED W/SILT
G A
T E
E D
P
A V E
M T.
EDGE OF PAVEMT.
EDGE OF PAVEMT.
WOODLINE
WOODLINE
W O
O D
L
IN
E
W O
O D
L
IN
E
X
M
ETAL
R
AIL
M
ETAL
R
AIL
15"PIPE
8"
DIP
TIE LINE ONLY
T
IE
L
P H
A L T
D R
IV
E
OVERHANG
O
LD
A B
A N
GRAVEL
FFE=
219.00’
COMFORT
STATION
HANDICAP
RAMP
DIRT PATH
WOODED
AREA
NEUSE RIVER
EDGE OF WATER
E D
TE
R
EDGE OF WATER
P E
D E S
T R
L K
W A
Y
GRAVEL
RIP RAP
RIP RAP
RIP RAP
GRAVEL
INV ELEV
=196.42’
DOG WASTE BAG BOX
15"RCP (NOT LOCATED)
"S
S
FM
1 STORY
BLOCK
COMP.
ROOF
PUM
P
STATION
SEPTICTANK
HMA OVERLAY
2’ GRAVEL
SHOULDER
PAINTED HANDICAP SYMBOL
PAINTED BLUE
N=797256.86
E=2124239.20
N=797257.47
E=2124249.99
N=797263.53
E=2124283.42
N=797273.71
E=2124318.46
REINSTALL GUARD RAIL
PER NCDOT STANDARDS
WOODED
AREA
PP
GUARD RAIL
SCALE:1"=20’
0 20’
B
R
ID
G E A
B U
T M
E N
T N
O T I
N C
O N
T R
A C
T
R
IP
R A
P S
W A
L E N
O T I
N C
O N
T R
A C
T
F L
O W D
IV
E R
S
IO
N B
E R
M N
O T I
N C
O N
T R
A C
T
S
IL
T F
E N
C E N
O T I
N C
O N
T R
A C
T
-3
-2
K L J
-3
-2
K L J
-3
-2
K L J
-3
-2
K L J
A N
S
C-103
-1
.D
G N
L K
B
K L J
T L
C
G R
A D
IN
G
U T
IL
IT
IE
S
S O
IL
E
R O
S
IO
N C
O N
T R
O L P
L A
N w w w .t e tr a te c h .c o m
P H
O N
E (8
-2
F
A X (8
-0
B ri g h to n L a k e R d S u it e
B ri g h to n
M ic h ig a n
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
L L S T
A
IL
R A
C E R
E C
R E
A T
IO
N I
M P
R O
V E
M E
N T S
F A
L L S L
A K
E
W A
K E C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A C
O N
T R
A C
T N
O
W
H N -0
-D -0
R E
V
IE
W E
D B
Y
-3
-2
C H
IE
F D
E S
IG
N S
E C
T
IO
N
-3
-2
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
Wilmington, North Carolina
RIP-RAP
DRAINAGE
SWALE
FLOW DIVERSION
BERM
BANK TOE
PROTECTION
(TYP.)
PEDESTRIAN
BRIDGE AND
CONCRETE
ABUTMENTS
RIP-RAP
DRAINAGE
SWALE
212.10
S
212.79
212.79
201.49
194.77
199.57
211.17
200.29
199.36
208.80
199.57
200.56
200.63
199.56
199.22
196.17
198.88
S
WV
WM
217.14
218.22
218.88
219.28
219.40
R
C P
GRILL
TRASH
CANS
GRILL
CONCRETE
PAD
S T E
E L
B R
ID
G E
PICNIC
AREA
PICNIC
AREA
C A
M E
R A
P O
L E
CONCRETE
PAD
SR 200
M E
T
A
IL
G U
A
IL
LOCK
BOX
W
ALK
W
AY
LOCK
BOX
CONCRETE
HEADWALL
ECM
F A
L
U
M E
T
A
IL
SSMH
TOP
ELEV=212.53’
INV
IN=206.83’
INV
OUT=204.98’
SSMH
TOP ELEV=213.45’
INV IN=210.05’
INV OUT=209.82’
E X
P A
V
EX. PAVED ROAD
INV ELEV=199.50’
CAMERA
POLE
LP
NEUSE RIVER
NOTE:
WATER ELEVATION 195.60’
TAKEN @ 11:22AM, 7/30/09
TBM
60 PENNY NAIL IN
PP
ELEV=215.78’
NAD 83 2007
CONTROL POINT
NORTH=797,257.56’
EAST=2,124,213.01’
ELEV=212.29’
NAD 83 2007
CONTROL POINT
NORTH=797,279.72’
EAST=2,124,432.04’
ELEV=214.22’
N 84°13
’18" E 220.15’
GRID BEARING & DISTANCE
N
°0
’5
.3
NAD 83 2007
NCGS "WILDCATS"
NORTH=800,681.045’
EAST=2,127,405.354’
ELEV=376.35’
NAD 83 2007
NCGS "FORTE"
NORTH=790,040.85’
EAST=2,120,717.37’
ELEV=427.11’
G
A R
T A
N C
E
G
A R
T A N
C E
TRASH
CAN
15"FES
(UNABLE TO BE
LOCATED AT THIS TIME,
FULL OF DEBRIS)
DI
ELEV=219.44’
(UNABLE TO OBTAIN
INVERT ELEVATION;
INLET FULL &
COVERED W/SILT
G A
T E
199.66 199.38
195.12
194.71
194.99
194.24
194.44
194.52
WOODLINE
WOODLINE
W O
O D
L
IN
E
W O
O D
L
IN
E
X
M
ETAL
R
AIL
M
ETAL
R
AIL
15"PIPE
8"
DIP
TIE LINE ONLY
T
IE
L
OVERHANG
LD
A B
A N
GRAVEL
FFE=
219.00’
COMFORT
STATION
HANDICAP
RAMP
DIRT PATH
WOODED
AREA
NEUSE RIVER
EDGE OF WATER
E D
TE
R
EDGE OF WATER
P E
D E S
T R
L K
W A
Y
GRAVEL
RIP RAP
RIP RAP
RIP RAP
GRAVEL
INV ELEV
=196.42’
DOG WASTE BAG BOX
15"RCP (NOT LOCATED)
"S
S
FM
1 STORY
BLOCK
COMP.
ROOF
PUM
P
STATION
SEPTICTANK
SILT FENCE
REMOVE SILT FROM CATCH BASIN AND
PIPE. SILT AND DEBRIS SHALL BE REMOVED
BY CONTRACTOR FROM SITE
CONSTRUCTION LIMITS
MATCH EXIST. GRADE
MATCH EXIST. GRADE
MATCH EXIST. GRADE
SILT FENCE
TOP OF
PAVEMENT
219.67
TOP OF
PAVEMENT
219.67
SILT FENCE
RAISE GRADE IN PARKING LOT,
BY CREATING A HMA WEDGE.
SLOPE SHALL BE A MAXIMUM OF 2%
A TOTAL OF APPROX. 3-INCHES OF
HMA IS REQUIRED TO CREATE
RIDGE
SILT FENCE
MATCH
EXISTING
GRADE
199.92
199.50
197.92
197.92
195.67
199.17
199.17
SILT FENCE
RE-GRADE AREA TO
PROVIDE POSITIVE FLOW
AWAY FROM ROADWAY
AND PARKING LOT.
CHANNEL SHALL BE
LINED WITHRIP RAP.
RE-GRADE TO PROVIDE
POSITIVE DRAINAGE AWAY
FROM ROADWAY PROVIDE TEMPORARY EARTH DIVERSION BERM
TO PREVENT SEDIMENT FROM EARTHWORK
AND GRADING FROM ENTERING STREAM
CHANNEL. REMOVE BERM WHEN ALL
EARTHWORK AND GRADING HAS BEEN COMPLETED
AND THE SOILS HAVE BEEN STABLIZED.
REINSTALL OR REPLACE LAST SEGMENT OF CULVERT
WHICH HAS SEPARATED AT THE JOINT. SOILS ARE TO
BE RECOMPACTED AND STABILIZED. STABILIZATION
IS DEFINED AS THE ESTABLISHMENT OF THE PROPER
PLACEMENT GRADING OR COVERING OF SOIL TO
ENSURE ITS RESISTANCE TO SOIL EROSION, SLIDING,
OR OTHER EARTH MOVEMENT.
0 2
1 201
WOODED
AREA
PP
4 2
GUARD RAIL
SCALE: 1"= 10’
20’10’
B
E R
M N
O T I
N C
O N
T R
A C
T
-3
-2
S T
A N
S I
D
C-301
C -3
.D
G N
S T
R E
A M R
E S
T O
R A
T
IO
N
S T
M P
S T
S E
C T
IO
N S w w w .t e tr a te c h .c o m
P H
O N
E (8
-2
F
A X (8
-0
B ri g h to n L a k e R d S u it e
B ri g h to n
M ic h ig a n
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
L L S T
A
IL
R A
C E R
E C
R E
A T
IO
N I
M P
R O
V E
M E
N T S
F A
L L S L
A K
E
W A
K E C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A C
O N
T R
A C
T N
O
W
H N -0
-D -0
R E
V
IE
W E
D B
Y
-3
-2
C H
IE
F D
E S
IG
N S
E C
T
IO
N
-3
-2
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
Wilmington, North Carolina
DESIGN SURFACE
COMPACTED EARTH FILL
DESIGN SURFACE
DESIGN SURFACE
COMPACTED EARTH FILL
RIPRAP KEYED AT LEAST
1 FT INTO CHANNEL BED
CHANNEL BED
EXISTING SURFACE
DESIGN SURFACE
0+00 0+20 0+40
0+00 0+20 0+40 0+60
0+00 0+20 0+40 0+60
0+00 0+20 0+40
0+00 0+20 0+40
Stream Cross Section A-A’ Stream Cross Section B-B’
Stream Cross Section C-C’
Stream Cross Section E-E’Stream Cross Section D-D’
Sta 0+16.9 Sta 0+34.2
Sta 0+44.8
Sta 0+63.8Sta 0+53.6
NCDOT CLASS B RIPRAP
EXISTING GROUND
NCDOT CLASS B RIPRAP WITH
THICKNESS OF 1.1 FT
DESIGN SURFACE
FILTER FABRIC - TO MEET REQ. OF NCDOT
SECTION 1056 FOR TYPE 2 FABRIC
NCDOT CLASS B RIPRAP WITH
THICKNESS OF 1.1 FT
FILTER FABRIC - TO MEET
REQ. OF NCDOT SECTION
1056 FOR TYPE 2 FABRIC
FILTER FABRIC - TO MEET
REQ. OF NCDOT SECTION
1056 FOR TYPE 2 FABRIC
RE-VEGETATE FILL WITH LIVE
WILLOW PLANTINGS
RE-VEGETATE
FILL WITH LIVE
WILLOW
PLANTINGS
’2
RIPRAP KEYED
AT LEAST 1 FT
INTO CHANNEL
BED
FILTER FABRIC - TO MEET
REQ. OF NCDOT SECTION
1056 FOR TYPE 2 FABRIC
BERM (SEE SHEET C-402)
BERM (SEE SHEET C-402)
CHANNEL BED
0+00 0+02 0+04 0+06
TYPICAL SECTION (KEYED RIPRAP)
FILTER FABRIC - TO MEET
REQ. OF NCDOT SECTION
1056 FOR TYPE 2 FABRIC
BACKFILL WITH
GRAVEL
CHANNEL
BED
BERM
(SEE SHEET C-402)
SCALE: 1"=10’H, 1"=5’V. SCALE: 1"=10’H, 1"=5’V.
BERM
(SEE SHEET
C-402)
NCDOT CLASS B
RIPRAP WITH
THICKNESS
OF 1.1 FT
COMPACTED
EARTH FILL
NCDOT
CLASS B RIPRAP
SCALE: 1"=10’H, 1"=5’V.
SCALE: 1"=10’H, 1"=5’V. SCALE: 1"=10’H, 1"=5’V.
NCDOT CLASS
B RIPRAP
EXISTING
GROUND
RE-VEGETATE
FILL WITH LIVE
WILLOW PLANTINGS
SCALE: 1"=1’H, 1"=.5’V.
SCALE : 1"=10’
SCALE: 1"= 10’
20’10’
PLAN
B
R
ID
G E A
B U
T M
E N
T N
O T I
N C
O N
T R
A C
T
F
L O
W D
IV
E R
S
IO
N B
E R
M N
O T I
N C
O N
T R
A C
T
-3
-2
S T
S T
-3
-2
A N
S I
D
C-402
C -4
.D
G N
S
IT
E P
L A
N P
R O
F
IL
E S
E C
T
IO
N
B E
R M
S T
M P
S T w w w .t e tr a te c h .c o m
P H
O N
E (8
-2
F
A X (8
-0
B ri g h to n L a k e R d S u it e
B ri g h to n
M ic h ig a n
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
L L S T
A
IL
R A
C E R
E C
R E
A T
IO
N I
M P
R O
V E
M E
N T S
F A
L L S L
A K
E
W A
K E C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A C
O N
T R
A C
T N
O
W
H N -0
-D -0
R E
V
IE
W E
D B
Y
-3
-2
C H
IE
F D
E S
IG
N S
E C
T
IO
N
-3
-2
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
Wilmington, North Carolina
212.79
212.79
201.49
194.77
199.57
211.17
200.29
199.36
199.57
200.56
200.63
199.56
199.22
198.88
219.40
GRILL
TRASH
CANS
GRILLPICNIC
AREA
PICNIC
AREA
SR 200
LOCK
BOX
W
ALK
W
AY
LOCK
BOX
G U
A
IL
EX. PAVED ROAD
N 84°13 ’18" E
220.15’
GRID BEARING & DISTANCE
TRASH
CAN
199.66 199.38
195.12
194.71
194.99
194.24
194.44
194.52
EDGE OF PAVEMT.
W O
O D
L
IN
E
TIE LINE ONLY
WOODED
AREA
EDGE OF WATER
RIP RAP
RIP RAP
RIP RAP
BERM
VARIES
SOUTH AND EAST BERM SIDESLOPES
NOT TO EXCEED 5H:1V
NORTH AND WEST BERM SIDESLOPES
VARY AS NECESSARY
C
C-402
C-402
D
C
C-402
C-402
C
C
2.0
PI STA. 0+00
N=797296.72 E=2124220.68
PI STA. 6+76
N=797296.32 E=2124227.23
PI STA. 0+00
N=797296.05 E=2124197.81
PI STA. 0+11.23
N=797296.59 E=2124231.89
0+
0+
PI STA. 0+17.58
N=797298.23 E=2124238.03
PI STA. 0+23.34
N=797300.78 E=2124243.19
PI STA. 0+35.03
N=797306.29 E=2124263.87
PI STA. 0+54.66
N=797314.02 E=2124269.92
PI STA. 0+61.99
N=797320.99 E=2124272.15
PI STA. 0+79.90
N=797338.61 E=2124275.39
PI STA. 0+98.76
N=797355.08 E=2124284.58
PI STA. 1+10.64
N=797365.10 E=2124290.95
0 2
1 201
WOODED
AREA
PP
GUARD RAIL
0+00 0+20 0+40
0+00 0+20 0+40
0+00 0+20 0+40
0+00 0+20 0+40
BERM CROSS SECTION A-A BERM CROSS SECTION B-B
BERM CROSS SECTION D-DBERM CROSS SECTION C-C
DESIGN SURFACE
(BERM)
EXISTING GROUND
DESIGN SURFACE
(BERM)
DESIGN SURFACE
(BERM)
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
Sta 0+19.6 Sta 0+37.8
Sta 1+00.7Sta 0+69.5
BRIDGE STRUCTURE
NOT SHOWN
COMPACTED
EARTH FILL
COMPACTED
EARTH FILL
COMPACTED
EARTH FILL
DESIGN
SURFACE
(BERM)
COMPACTED
EARTH FILL
SCALE: 1"=10’H, 1"=5’V. SCALE: 1"=10’H, 1"=5’V.
SCALE 1"=10’H, 1"=5’V. SCALE 1"=10’H, 1"=5’V.
BERM PROFILE
0+00 0+20 0+40 0+60 0+80 1+00 1+20
EXISTING GROUND
DESIGN SURFACE (TOP OF BERM)
SCALE: 1"=10’H, 1"=5’V.
SCALE: 1"= 10’
20’10’
PLAN
B
R
ID
G E A
B U
T M
E N
T N
O T I
N C
O N
T R
A C
T
F
L O
W D
IV
E R
S
IO
N B
E R
M N
O T I
N C
O N
T R
A C
T
-3
-2
S T
-3
-2
S T
A N
S I
D
C-403
C -4
.D
G N
S T
R E
A M R
E S
T O
R A
T
IO
N
S T
M P
S T
S
IT
E P
L A
N P
R O
F
IL
E S w w w .t e tr a te c h .c o m
P H
O N
E (8
-2
F
A X (8
-0
B ri g h to n L a k e R d S u it e
B ri g h to n
M ic h ig a n
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
L L S T
A
IL
R A
C E R
E C
R E
A T
IO
N I
M P
R O
V E
M E
N T S
F A
L L S L
A K
E
W A
K E C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A C
O N
T R
A C
T N
O
W
H N -0
-D -0
R E
V
IE
W E
D B
Y
-3
-2
C H
IE
F D
E S
IG
N S
E C
T
IO
N
-3
-2
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
Wilmington, North Carolina
212.79
201.49
194.77
199.57
211.17
200.29
199.36
199.57
200.56
200.63
199.56
199.22
196.17
198.88
219.40
GRILL
TRASH
CANS
GRILLPICNIC
AREA
PICNIC
AREA
CONCRETE
SR 200
LOCK
BOX
W
ALK
W
AY
LOCK
BOX
G U
A
IL
EX. PAVED ROAD
N 84°13 ’18" E
GRID BEARING & DISTANCE
TRASH
CAN
199.66 199.38
195.12
194.71
194.99
194.24
194.44
194.52
EDGE OF PAVEMT.
W O
O D
L
IN
E
TIE LINE ONLY
WOODED
AREA
RIP RAP
RIP RAP
RIP RAP
STONE TOE
STONE TOE
STONE TOE
RIPRAP
RIPRAP
PI STA. 0+00
N=797309.26 E=2124209.26
PI STA. 0+5.11
N=797311.64 E=2124213.77
PI STA. 0+14.09
N=797314.15 E=2124222.40
PI STA. 0+23.83
N=797313.95 E=2124232.14
PI STA. 0+19.40
N=797330.44 E=2124245.28
PI STA. 0+00
N=97314.63 E=2124234.04
PI STA. 0+00
N=797304.26 E=2124209.50
PI STA. 0+34.22
N=797315.16 E=2124241.94
PI STA. 0+53.58
N=797331.26 E=2124252.67
PI STA. 0+63.81
N=797341.44 E=2124251.78
PI STA. 0+77.90
N=797353.86 E=2124245.12
PI STA. 0+00
N=797301.77 E=2124218.97
PI STA. 0+28.94
N=797312.75 E=2124245.75
PI STA. 0+44.80
N=797324.21 E=2124247.42
PI STA. 0+48.45
N=797328.04 E=2124257.86
PI STA. 0+56.99
N=797336.49 E=2124259.061
PI STA. 0+80.40
N=797356.48 E=2124246.87
PI STA. 0+16.91
N=797309.81 E=2124225.47
C
C-301
C-301
C
C-301
D
C-
1 E
C-
1 E
C-301
C-301
C
C-301
B
C
0 2
1 201
WOODED
AREA
PP
GUARD RAIL
PROFILE - RIGHT RIPRAP & TOE
PROFILE - LEFT RIPRAP BANK
PROFILE - LEFT BANK STONE TOE
PROFILE - STREAM STATIONLINE
0+00 0+20 0+40 0+60 0+80
EXISTING GROUND
0+00 0+20 0+40
0+00 0+20
0+200+00 0+40 0+60 0+80 1+00
STONE TOE RIPRAP BANK STONE TOE
NCDOT CLASS B RIPRAP
FILTER FABRIC - TO MEET REQ. OF NCDOT
SECTION 1056 FOR TYPE 2 FABRIC
THICKNESS=1.1’CREST HEIGHT=2’
CREST HEIGHT=2’
THICKNESS=1.1’
STONE TOE, CREST HEIGHT=2’
DESIGN SURFACE/
EXISTING GROUND
SCALE: 1"=10’H, 1"=5’V.
SCALE: 1"=10’H, 1"=5’V.
DESIGN
SURFACE
FILTER FABRIC - TO MEET
REQ. OF NCDOT
SECTION 1056 FOR
TYPE 2 FABRIC
SCALE: 1"= 10’
20’10’
PLAN
S
H E
E T N
O T I
N C
O N
T R
A C
T
SHEET NOT IN CONTRACT
-3
-2
S T
A N
S I
D
C-404
C -4
.D
G N
S P
IL
L W
A Y B
E L
O W
R C
P
S
IT
E P
L A
N P
R O
F
IL
E S
E C
T
IO
N S
S T
S T
M P w w w .t e tr a te c h .c o m
P H
O N
E (8
-2
F
A X (8
-0
B ri g h to n L a k e R d S u it e
B ri g h to n
M ic h ig a n
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
L L S T
A
IL
R A
C E R
E C
R E
A T
IO
N I
M P
R O
V E
M E
N T S
F A
L L S L
A K
E
W A
K E C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A C
O N
T R
A C
T N
O
W
H N -0
-D -0
R E
V
IE
W E
D B
Y
-3
-2
C H
IE
F D
E S
IG
N S
E C
T
IO
N
-3
-2
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
Wilmington, North Carolina
212.10
201.49
199.57
211.17
217.14
218.22
218.88
CONCRETE
PAD
CONCRETE
PAD
SR 200
M E
T
A
IL
W
ALK
W
AY
M E
T
A
IL
EX. PAVED ROADG
A
T E
194.99
194.24
EDGE OF PAVEMT.
EDGE OF PAVEMT.
W O
O D
L
IN
E
A S
P H
A L T
D R
IV
E
GRAVEL
RIP RAP
C
C-404
C-404
B
RELOCATE
SPILLWAY BELOW
15" RCP, CHANNEL
TO BE LINED
WITH RIPRAP
WEEP HOLE
WEEP HOLE
WEEP HOLE
WEEP HOLE
0+
0+6
PI STA. 0+00
N=797261.00 E=2124144.30
PI STA.0+7.33
N=797261.40 E=2124151.62
PI STA. 0+25.03
N=797270.09 E=2124167.04
PI STA. 0+51.27
N=797291.88 E=2124181.66
PI STA. 0+67.95’
N=797296.05 E=2124197.81
0+00
0+00
0+400+20 0+800+60
0+20
0+400+20 0+800+60
0+00
0+80
0+40 0+60
220220
220 220
PROFILE - PIPE EXIT SPILLWAY
EXISTING GROUND SURFACE
TOP OF SPILLWAY
CHANNEL BANKS
EXCAVATE GRADE TO 6.25%
EXISTING 15" RCP, INVERT AT
OUTLET ~215.1 (APPROXIMATE)
COMPACTED EARTH FILL
EXCAVATE GRADE TO 55.4%
SPILLWAY CROSS SECTION A-A’
SPILLWAY CROSS SECTION B-B’
FILTER FABRIC - TO MEET REQ. OF NCDOT
SECTION 1056 FOR TYPE 2 FABRIC
THICKNESS=1.1’
FILTER FABRIC - TO MEET
REQ. OF NCDOT
SECTION 1056 FOR TYPE 2
FABRIC
5.0’
NCDOT CLASS B RIPRAP
TO BE GROUTED,
THICKNESS=10"
PLACE SPOIL IN ABANDONED
SPILLWAY AND COMPACT
NON-GROUTED RIPRAP GROUTED RIPRAP
RIPRAP TO BE PLACED AT
ANGLE OF REPOSE BY HAND
GRANULAR BEDDING MATERIAL, THICKNESS=3"
0+00 0+02 0+04 0+06
TYPICAL WEEP HOLE
3"
NCDOT CLASS B
RIPRAP TO BE
GROUTED
3" WEEP HOLE TO
BE FILLED WITH
PEA GRAVEL
3"
GRANULAR
BEDDING
MATERIAL
SCALE: 1"=10’H, 1"=5’V.
SCALE: 1"=10’H, 1"=5’V.
SCALE: 1"=10’H, 1"=10’V.
SCALE: 1"=2’H, 1"=1’V.
FILTER FABRIC -
TO MEET REQ. OF
NCDOT SECTION
1056 FOR
TYPE 2 FABRIC
FILTER FABRIC - TO MEET REQ. OF NCDOT
SECTION 1056 FOR TYPE 2 FABRIC
5.0’
GRANULAR BEDDING
MATERIAL,
THICKNESS=3"
NCDOT CLASS B RIPRAP ,
THICKNESS=1.1’
NCDOT CLASS B
RIPRAP TO BE
HAND-PLACED AND
GROUTED,
THICKNESS=10"
N O
T I
N C
O N
T R
A C
T -3
-2
K L J
SCALE : NONE
SCALE : NONE
V A
R
IE
1’-6" 2’-0"
SCALE : NONE
SCALE : NONE
SCALE : NONE
V A
R
IE
S
TOP OF CONCRETE
SHOULDER GUTTER
5’-0" MIN.
1’-6"
4" CONCRETE ON GRANULAR
SAND BACKFILL COMPACTED
IN PLACE TO 95% OF
MAXIMUM DENSITY
UTILIZING A.S.T.M.D-15574
.5 S
L O
P E
A N
S
C-501
-5
.D
G N
L K
B
K L J
T L
C
S T
A N
D A
R D D
E T
A
IL
S
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
WIRE
MIDDLE AND VERTICAL WIRES
SHALL BE 12 1
GAUGE MIN.
8’ MAX. WITH WIRE
(6’ MAX. WITHOUT WIRE)
FILTER FABRIC
FILTER FABRIC
COMPACTED FILL
EXTENSION OF FABRIC AND
WIRE INTO TRENCH
STEEL POST - 2’-0" DEPTH
8"
4"
SILT FENCE
REPAIR CRACKS
PER DETAIL ON SHEET C-502
MATCH EXISTING
ROADWAY GRADE
3.0’ (TYP.)
1:4 1:4
MATCH EXISTING GRADE
AT GRAVEL EMBANKMENT
NOTES:
1. USE WIRE A MINIMUM OF 32" IN WIDTH AND
WITH A MINIMUM OF 6 LINE WIRES WITH 12"
STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN
WIDTH AND FASTEN ADEQUATELY TO THE
WIRE AS DIRECTED BY THE ENGINEER.
3. PROVIDE 5’-0" STEEL POST OF THE
SELF-FASTENER ANGLE STEEL TYPE.
MATCH EX.
COLD MILL
TRANSITION
AREA
4’
EX. BIT
EXISTING
TRANSITION
AREA
4’
EX. BIT
PROPOSED
EX. BIT
EXISTING
PROPOSED
BITBIT
15’
TRANSITION
AREA
ROADWAY TRANSITION DETAIL
1’
SCALE : NONE
SCALE : NONE
PAVEMENT SECTIONS WITHOUT CURB
1:
M
AX
2" HMA
2" HMA
EX. GRADE
EX. CURB TO
REMAIN (TYP.)
EX. GRADE
EX. CURB
EX. SHOULDER
EX. GRADE
EX. TOP OF
PAVEMENT
EX. GRADE
EX. PAVEMENT
SAND SUBBASE
BOND COAT
TRANSITION
AREA
4’
EX. BIT
EXISTING
TRANSITION
AREA
4’
EX. BIT
PROPOSED
EX. BIT
EXISTING
EX. BIT
2’
BIT
TRANSITION
AREA
ROADWAY TRANSITION DETAIL
1’
SCALE : NONE
PAVEMENT SECTIONS WITH CURB
1:
M
AX
2’
2" HMA
2" HMA
2" HMA
EX. GRADE
EX. CURB TO
REMAIN (TYP.)
COLD MILL
EX. GRADE
EX. CURB
EX. SHOULDER
EX. GRADE
EX. GRADE
EX. GRADE
SAND SUBBASE
EMBANKMENT
2’
BOND COAT
REPAIR CRACKS
PER DETAIL
BOND COAT
5’ CONCRETE SPILLWAY
3.5’ CONCRETE SPILLWAY
6’
COLD MILL
REPAIR CRACKS
PER DETAIL ON SHEET C-502
GRAVEL SHOULDER REPAIR. GRAVEL SHOULDER CONSTRUCTION
SHALL BE IN ACCORDANCE TO NCDOT SPECIFICATION SECTION 560
AND MEET THE REQUIREMENTS OF CLASS IV AGGREGATE AS
DEFINED IN SECTION 1016 OF THE NCDOT SPECIFICATIONS.
w w w .t e tr a te c h .c o m
P H
O N
E (8
-2
F
A X (8
-0
B ri g h to n L a k e R d S u it e
B ri g h to n
M ic h ig a n
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
L L S T
A
IL
R A
C E R
E C
R E
A T
IO
N I
M P
R O
V E
M E
N T S
F A
L L S L
A K
E
W A
K E C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A C
O N
T R
A C
T N
O
W
H N -0
-D -0
R E
V
IE
W E
D B
Y
-3
-2
C H
IE
F D
E S
IG
N S
E C
T
IO
N
-3
-2
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
Wilmington, North Carolina
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
SHEET
IDENTIFICATION
D A
T E
A P
P R fi w w w .t e tr a te c h .c o m
P H
O N
E (8
-2
F
A X (8
-0
B ri g h to n L a k e R d S u it e
B ri g h to n
M ic h ig a n
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
F A
L L S T
A
IL
R A
C E R
E C
R E
A T
IO
N I
M P
R O
V E
M E
N T S
F A
L L S L
A K
E
W A
K E C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A
Wilmington, North Carolina
C O
N T
R A
C T N
O
W
H N -0
-D -0
R E
V
IE
W E
D B
Y
-3
-2
C H
IE
F D
E S
IG
N S
E C
T
IO
N
-3
-2
A N
S
C-502
-5
.D
G N
L K
B
K L J
S H
G
S T
A N
D A
R D D
E T
A
IL
S
SCALE : NONE
4-6’ DIVERTED
FLOW PATH
WIDTH
KEY BERM INTO
EXISTING GRADE 6" MIN.
NON-WOVEN
GEOTEXTILE
FABRIC
FLOW
1:
FL
ATT
ER
BO
TH
S
ID
ES
2-0’
1’-0" 1’-0"1’-0"2’-0" (MIN.) 2’-0" (MIN.)
6 1/2"6 1/2"
5 1/2 "
GROUT HOLE FULL
DRAINAGE
OPENING OPENING
DRAINAGE
7’-0" (MIN.)
/2
1/2" STD PIPE OR 3/4" REINF. ROD
SHALL BE PLACED PRIOR TO SURFACING
OR IN A HOLE DRILLED IN THE
FINISHED SURFACE WITH A TIGHT
FIT OBTAINED BY AN APPROVED
METHOD, OR DRIVEN INTO THE SURFACING
(OPTIONAL 1"x3" HOLE)
HOLE FOR 1/2" STD. PIPE OR
1/2" MAX.
CLEARANCE
3/8" TOOLED EDGE (TYP.)
SECTION
ELEVATION
PLAN
4"
8"
2"
END VIEWS
/2
L PARKING STALLC
WHEEL STOP
1’-0" TO EDGE
OF PARKING STALL
PAINTED STRIPES IF SHOWN ON THE
DRAWINGS OR REQ’D BY THE SPECIFICATIONS
INSTALLATION PLAN
PRECAST CONCRETE WHEEL STOP DETAILS
SCALE: NONE
3/4" DIAM. REINF. ROD
EXISTING GRADE
VARIABLE
WIDTH
VARIABLE
WIDTH
VARIABLE
WIDTH
CASE I - HMA REPAIR OF
CONCRETE PAVEMENT
CASE II - HMA REPAIR OF
CONCRETE PAVEMENT
WITH HMA SURFACE
CASE III - HMA REPAIR OF
CONCRETE PAVEMENT
WITH HMA SURFACE
REMOVE LOOSE DETERIORATED CONCRETE
(NOT TO EXCEED PAVEMENT THICKNESS) REMOVE HMA OVERLAY TO
CONCRETE SURFACE
REMOVE HMA OVERLAY AND LOOSE
DETERIORATED CONCRETE (NOT TO
EXCEED PAVEMENT THICKNESS)
SCALE: NO SCALE
FOR CASES I, II, & III, THE REMOVED MATERIAL SHALL BE REPLACED WITH A HMA TOP COURSE MIXTURE.
THE HMA SHALL BE COMPACTED WITH A MACHINE VIBRATOR OR APPROVED ROLLER WITH BASE LIFT
THICKNESS NOT TO EXCEED 3" AND WITH THE TOP LIFT THICKNESS NOT TO EXCEED 2". THE FINAL
SURFACE OF THE REPAIR SHALL BE FLUSH WITH THE EXISTING PAVEMENT SURFACE.
SURFACE REPAIR FOR JOINT OR CRACK (TRANSVERSE OR LONGITUDINAL)
V A
R
IA
B L E
R E
P A
IR
D
E P
T H
R E
P A
IR
D
E P
T H
V A
R
IA
B L E
R E
P A
IR
D
E P
T H
V A
R
IA
B L E
EXISTING PAVEMENT
JOINT OR CRACK
EXISTING PAVEMENT
JOINT OR CRACK
EXISTING PAVEMENT
JOINT OR CRACK
0.15 GAL/SYD
BOND COAT
0.15 GAL/SYD
BOND COAT
0.15 GAL/SYD
BOND COAT
PROVIDE VERTICAL EDGES
BY SAW CUT OR OTHER
APPROVED METHOD PROVIDE VERTICAL EDGES
BY SAW CUT OR OTHER
APPROVED METHOD
TEMPORARY DIVERSION DIKE/BERM
C
C
C-502
/2 (M
IN
3" 3"
2 - #3 STEEL RODS
2" 2"
BRIDGE SITE PLAN
BRIDGE ELEVATION
N
SCALE: 1"=5’-0"
SCALE: 1"=5’-0"
BRIDGE NOTES
ASSUMED LIVE LOAD = 85 PSF
THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD
BRIDGE DESIGN SPECIFICATIONS.
THE BRIDGE WILL BE FURNISHED BY THE GOVERNMENT TO THE CONTRACTOR
WITHOUT ANY OF THE MODIFICATION AS NOTED IN THESE PLANS COMPLETE.
THE ALLOWABLE BEARING CAPACITY FOR SPREAD FOOTING AT THE ABUTMENTS IS
2.0 TSF.
INSTALL TEMPORARY DEWATERING FACILITY DURING CONSTRUCTION.
DEWATERING FACILITY MAY BE CONSTRUCTED USING SANDBAGS OR OTHER
NON-PERMANENT MATERIAL AND SHALL BE LINED WITH A SEEPAGE MEMBRANE OR
OTHERWISE DEWATERED BY PUMPING. ANY PUMPED OUT WATER MUST PASS
THROUGH A FILTER BAG BEFORE BEING DISCHARGED.
FIELD MEASUREMENTS OF THE MODIFIED BRIDGE SHALL BE TAKEN PRIOR TO
CONSTRUCTION OF ABUTMENT A. MOVE THE LOCATION OF THE ABUTMENT AS
REQUIRED SO THAT THE ANCHOR BOLTS LOCATIONS MATCH THE HOLES IN THE
BEARING PLATES WITHOUT A GAP IN EXCESS OF ‰� INCH FROM THE FACE OF
BACKWALL TO THE EDGE OF GRATING AT EITHER ABUTMENT.
SHEET NOT IN CONTRACT
S H
E E
T N
O T I
N C
O N
T R
A C
T -3
-2
A F
A N
S I
D
S-102
S -1
.D
G N
B R
ID
G E S
IT
E P
L A
N
A F
D P
T D w w w .t e tr a te c h .c o m
P H
O N
E (8
-2
F
A X (8
-0
B ri g h to n L a k e R d S u it e
B ri g h to n
M ic h ig a n
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
L L S T
A
IL
R A
C E R
E C
R E
A T
IO
N I
M P
R O
V E
M E
N T S
F A
L L S L
A K
E
W A
K E C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A C
O N
T R
A C
T N
O
W
H N -0
-D -0
R E
V
IE
W E
D B
Y
-3
-2
C H
IE
F D
E S
IG
N S
E C
T
IO
N
-3
-2
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
Wilmington, North Carolina
FIX EXP.
BOTT. FTG.
EL. 192.50 BOTT. FTG.
EL. 192.00
195.5
EST. ROCK
EL. 194.80
EST. ROCK
EL. 192.70
REFERENCE LINE A
REFERENCE LINE B
19’-4"
FENCING (TYP.)
19’-4"
BRIDGE C.L.
REFERENCE POINT A
N: 797325.13
E: 2124235.91
REFERENCE POINT B
N: 797315.14
E: 2124252.46
RIPRAP (TYP.)
0.
ABUTMENT NOTES
MATERIAL STRENGTHS:
CONCRETE: F�c =3000 PSI
REINFORCING STEEL: Fy =60 KSI
ALL REINFORCING STEEL SHALL BE EPOXY COATED.
REINFORCING SPLICE LENGTHS:
#4 = 19�
#5 = 24�
#6 = 30�
SPECIFIED COVER FOR REINFORCING:
WALLS: 2�
FOOTINGS: 3�
HOOKS AND BENDS SHALL BE TO ACI STANDARD.
STIRRUPS IN ABUTMENT MAY BE SHIFTED A MAXIMUM OF 3" TO CLEAR ANCHOR
BOLTS.
PROVIDE 3/4� CHAMFER AT ALL EXPOSED CORNERS OF WALLS.
THERE WILL BE NO BACKFILLING OPERATIONS UNTIL THE CONCRETE WALLS HAVE
REACHED THEIR 28 DAY DESIGN STRENGTH UNLESS APPROVED BY THE
CONTRACTING OFFICER.
AT FIXED POINTS OF SUPPORT, NUTS FOR ANCHOR BOLTS SHALL BE TIGHTENED
FINGER TIGHT AND THEN BACKED OFF 1/2 TURN. THE THREAD OF THE NUT AND
BOLT SHALL THEN BE BURRED WITH A SHARP POINTED TOOL.
TEFLON PADS TO HAVE SMOOTH FINISH AND MEET ASTM D1710.
E.W. DENOTES EACH WAY
E.F. DENOTES EACH FACE
T. DENOTES TOP
BOTT. DENOTES BOTTOM
MIN. DENOTES MINIMUM
EMBED DENOTES EMBEDMENT
S
H E
E T N
O T I
N C
O N
T R
A C
T
SHEET NOT IN CONTRACT
-3
-2
A F
A N
S I
D
S-103
S -1
.D
G N
A B
U T
M E
N T P
L A
N A
N D D
E T
A
IL
S
A F
D P
T D w w w .t e tr a te c h .c o m
P H
O N
E (8
-2
F
A X (8
-0
B ri g h to n L a k e R d S u it e
B ri g h to n
M ic h ig a n
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
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S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
L L S T
A
IL
R A
C E R
E C
R E
A T
IO
N I
M P
R O
V E
M E
N T S
F A
L L S L
A K
E
W A
K E C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A C
O N
T R
A C
T N
O
W
H N -0
-D -0
R E
V
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W E
D B
Y
-3
-2
C H
IE
F D
E S
IG
N S
E C
T
IO
N
-3
-2
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
Wilmington, North Carolina
/8 (A
B U
T B
AT WINGWALL
1’-0" 10"
4’-2"1’-8"1’-0"
1’-2" 6"
8"6" 1’-2" 1’-2" 8"
4’-8" 10"
6"
10"
#4AT 10"
E.W.E.F.
#6 AT 12" E.W.
TOP & BOT.
#4 AT 10" V.
2#4 H.
12"x12"x1/8"
TEFLON PAD,
(TYP.) 3/4" DIA. A36 (OR A37)
GALV. ANCHOR BOLTS
W/ 2 NUTS + 1 WASHER
REFER TO ANCHOR BOLT
DETAIL THIS SHEET.
C.L. ANCHOR
BOLTS
REF. PT.
A OR B
C.L.
BRIDGE
(TYP.)
(A
B U
T A
/8 (A
B U
T B
T/CONC
EL. 198.22 (ABUT A)
EL. 198.70 (ABUT B)
/8 (A
B U
T A
T/CONC
EL. 194.50 (ABUT A)
EL. 194.00 (ABUT B)
S-103
-1
#4 AT 10"
E.W.E.F.
FOR REINF.
SEE SECT. "A"
FACE OF
ABUTMENT
BACKWALL
WINGWALL WINGWALL
FACE OF
ABUTMENT
#4 AT 10"
T/CONC
EL. 194.50 (ABUT A)
EL. 194.00 (ABUT B)
/8 (A
B U
T A
-6
A B
U T B
T/CONC
EL. 199.05 (ABUT A)
EL. 199.50 (ABUT B)
L E
N G
T H
L A
P P
E D
S-103
SECTION A
SCALE: 1/2"=1’-0" S-103
SECTION B
SCALE: 1/2"=1’-0"
S-103
DETAIL 1
SCALE: 1/2"=1’-0"
AT BACKWALL
STOP KEYWAY
6" FROM TOP
OF WALL
STANDARD CONSTRUCTION JOINT
WALL OR
SLAB LINE
WALL OR
SLAB LINE
/2
M
IN
T/3
T
/2
M
SECTION-CASE 1
SECTION-CASE 2
HORIZONTAL JOINTVERTICAL JOINT
T./CONC M
IN
P
R O J
/4
M
IN
E
M B
E D
HOOK
4 1/2"
DIA.
3/4"
ANCHOR BOLT DETAIL
SCALE: NONE
A36 OR A307 GALV.
ANCHOR BOLT
1’-0"5’-0"
8’-8"
SCALE: 1/2"=1’-0"
WALL PLAN
SCALE: 1/2"=1’-0"
MIN.
1’-6"
N
N
ABUT A
ABUT B
N
N
ABUT A
ABUT B
10"1’-0" 10"
REF. PT.
A OR B
C.L.
BRIDGE
FOOTING PLAN
REF. LINE A OR B
T/3
T
STOP KEYWAY 6"
FROM END OF
WALL
A S-103
OUTLINE OF
ABUTMENT
CARRY ALL BARS
THRU JOINT
UNLESS NOTED
OTHERWISE
CARRY ALL BARS
THRU JOINT
UNLESS NOTED
OTHERWISE
BRIDGE MODIFICATION NOTES
ALL EXISTING DIMENSIONS WITH THE – SYMBOL ARE APPROXIMATE
AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR.
BLAST CLEAN PAINT OFF THE BRIDGE PRIOR TO ADDING ANY NEW
STEEL. THE EXISTING PAINT MAY CONTAIN LEAD. THE PAINT
SHALL BE TESTED FOR LEAD PRIOR TO REMOVAL. IF THE PAINT
DOES CONTAIN LEAD, SEE ENVIRNMENTAL PROTECTION
SPECIFICATION FOR REMOVAL OF LEAD PAINT.
THE CONTRACTOR SHALL NOTIFY THE CORPS AFTER BLAST CLEANING
IS COMPLETE. WORK SHALL BE SUSPENDED ON THE BRIDGE FOR
FIVE DAYS TO ALLOW FOR THE INSPECTION OF THE BRIDGE BY THE
CONTRACTING OFFICER FOR EVIDENCE OF CRACKS OR SECTION LOSS.
S
H E
E T N
O T I
N C
O N
T R
A C
T
SHEET NOT IN CONTRACT
-3
-2
A F
A N
S
S-501
-5
.D
G N
B R
ID
G E D
E M
O P
L A
N
A F
T D
D P w w w .t e tr a te c h .c o m
P H
O N
E (8
-2
F
A X (8
-0
B ri g h to n L a k e R d S u it e
B ri g h to n
M ic h ig a n
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
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T
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N
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2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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S
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S U
B M
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T E
D B
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P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
L L S T
A
IL
R A
C E R
E C
R E
A T
IO
N I
M P
R O
V E
M E
N T S
F A
L L S L
A K
E
W A
K E C
O U
N T
Y
N O
R T
H C
A R
O L
IN
A C
O N
T R
A C
T N
O
W
H N -0
-D -0
R E
V
IE
W E
D B
Y
-3
-2
C H
IE
F D
E S
IG
N S
E C
T
IO
N
-3
-2
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
Wilmington, North Carolina
28’-4 1/2 "–
18’-2 1/2 "– 10’-2"– (TO BE REMOVED)
1"
EXISTING HSS2x2x1/8 (TYP.) EXISTING HSS6x3
/2
/2
EXISTING 112"
STEEL GRATING
EXISTING WELDED SPLICE
JOINT IN BEAMS
EXISTING HSS6x3
SCALE: 3/4" = 1’-0"
REMOVE EYE PLATES
(TYP.) GRIND
WELDS SMOOTH
REMOVE RAILING
POSTS (TYP.)
GRIND WELDS SMOOTH
S-501
A
EXISTING BRIDGE PLAN
28’-4 1/2 "–
EXISTING 112"
STEEL GRATING
EXISTING HSS2x2x1/8 (TYP.) EXISTING HSS6x3
1"REMOVE
EYE PLATES
(TYP.)
/2
/2
EXISTING WELDED SPLICE
JOINT IN BEAMS
10’-2"– (REMOVE BEAMS AND GRATING)18’-2 1/2 "–
SCALE: 3/4" = 1’-0"
REMOVE GATE
REMOVE RAILING
EXISTING BRIDGE ELEVATION
/2
EXISTING 112"
STEEL GRATING
EXISTING
HSS6x3 (TYP.)
EXISTING
HSS2x2x1/8
EXISTING 112"
SQUARE TUBE
RAILING (TO BE
REMOVED)
S-501
SCALE:3/4"=1’-0"
SECTION
3"3"1 1/2 " 1 1/2 "
/2
BRIDGE MODIFICATION NOTES
S-502
ALL EXISTING DIMENSIONS WITH THE – SYMBOL ARE APPROXIMATE
AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR.
MATERIAL STRENGTHS:
STEEL ANGLES OR PLATES: ASTM A36
SQUARE OR RECTANGULAR HSS: ASTM A500, GRADE B, Fy=46 KSI
RAILING POSTS: SCHEDULE 80 STEEL PIPE
RAILING RAILS: SCHEDULE 40 STEEL PIPE
WELDED WIRE FABRIC: ASTM A185
BOLTS: ASTM A325-N
WELDS: E70XX ELECTRODES
THE CONTRACTOR SHALL SUBMIT A COLOR CHART TO THE CORP FOR
COLOR SELECTION OF THE PAINT.
ALL THE STEEL ON THE BRIDGE EXCEPT THE WWF SHALL BE PAINTED
IN ACCORDANCE WITH THE SPECIFICATIONS.
RAILING POSTS SHALL BE INSTALLED PLUMB AND MAY BE SHIMMED
WITH NON-METALLIC SHIMS AS APPROVED BY THE CONTRACTING
OFFICER.
THE WWF FENCING SHALL BE ATTACHED TO THE RAILS BY EITHER
WIRE TIES OR WELDING.
THE TOP END OF THE WWF SHALL BE MODIFIED TO PROVIDE A
SMOOTH SURFACE FREE OF ABRASIONS.
CARE SHALL BE TAKEN WHEN MOVING THE BRIDGE AROUND THE SITE.
ANY DAMAGE TO THE BRIDGE CAUSED DURING THE MOBILIZATION
AND SETTING OF THE BRIDGE WILL BE REPAIRED AT THE
CONTRACTOR’S EXPENSE.
WWF DENOTES WELDED WIRE FABRIC.
S
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*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
Wilmington, North Carolina
18’-3"–
6’-0" 6’-0"
/2
MODIFIED BRIDGE PLAN
EXISTING 1 12"
STEEL GRATING
WELD 18" PLATE TO
COVER END (TYP.)
EXISTING HSS6x3 (TYP.)
SCALE:3/4"=1’-0"
RAILING POST SPACING
/4
/4
1 3/4 " 1 1/4 "
2 12"Ø POST (TYP.)
EXISTING HSS2x2x1/8 (TYP.)
NEW
NEW HSS2x2x1/8
NEW HSS6x6x1/4
S-502
A3 S-502 S-502
S-502
S-502
DETAIL
SCALE:1 1/2"=1’-0"
S-502
PLAN
SECTION
NEW 12" PLATE
EXISTING HSS6x3
12"x12"x1/4" PLATE
NEW HSS6x6x1/4
16"Ø HOLES
(TYP.)
2" 2 1/2 "
2"
2 1/2 "
MODIFIED BRIDGE END
2 12"Ø POST
12"Ø BOLT
EXISTING HSS6x3
EXISTING
GRATING
NEW HSS2x2x1/8
L4x3x1/4
12X12X3/8
PLATE
4 1/2 "3"4 1/2 "
/2
/2
NEW HSS6x6x1/4
NEW HSS2x2x1/8
NOTE: EXISTING GRATING NOT SHOWN FOR CLARITY
18’-3"–
/2
2"Ø POST (TYP.)
WELD 18" PLATE TO
COVER END (TYP.)
EXISTING HSS6x3EXISTING HSS2x2x1/8 (TYP.)
/2
2"Ø RAIL
EXISTING 112"
STEEL GRATING
MODIFIED BRIDGE ELEVATION
SCALE:3/4"=1’-0"
NEW
2"Ø RAIL
EXP. END
FIXED END
NEW HSS2x2x1/8
(BEHIND)
4x4-W2xW2 WWF
(GALVANIZED)
NEW HSS2x2x1/8
(BEHIND)
S-502 S-502
S-502
1 1/4 "1 1/4 "
EXISTING 112"
STEEL GRATING
EXISTING
HSS6x3 (TYP.)
EXISTING
HSS2x2x1/8
/2
/2
4x4-W2xW2 WWF
(GALVANIZED)
ASECTION
SCALE:3/4"=1’-0"
2"Ø
POST
2"Ø RAIL
3"3"
2 1/2 " 2 1/2 "
2"Ø RAIL
S-502
SCALE:1 1/2"=1’-0"
DETAIL
L4x3x1/4
2 1/2 "
1 1/2 " 1 /2
/2
2"Ø BOLT
2"Ø POST
2"Ø POST EXISITING
GRATING
EXISITING
HSS6x3
L4x3x1/4
RAILING CONNECTION
SECTION
EXISITING
HSS6x3
EXISITING
HSS2x2x1/8
EXISITING
GRATING
EXISTING
GRATING
2"Ø POST
EXISTING
HSS2x2x1/8
EXISTING
HSS2x2x1/8
EXISTING
PLATE
EXISTING
END PLATE
PLAN ELEVATION
S-502
SCALE:1 1/2"=1’-0"
DETAIL
RAILING END CONNECTION
EXISTING HSS6x3
(BELOW)
2 12"Ø POST
NOTE: EXISTING GRATING NOT SHOWN FOR CLARITY
NEW
L4x3x1/4
NEW
L4x3x1/4
EXISTING HSS
AND PLATE
1 1/2 "
/2
END CAP
2" Ø POST
1/4
2"Ø GALV. STEEL
CARRIAGE BOLT
4" PLATE
1 12"Ø PIPE
DETAIL
SCALE:1 1/2"=1’-0"
S-502
HANDRAIL
4"Ø
HANDRAIL
NOTE: MANUFACTURER’S STD. HANDRAIL CONNECTION
MAY BE SUBSTITUTED SUBJECT TO THE APPROVAL
OF THE CONTRACTING OFFICER
| Amended drawings for solicitation W912HN-10-B-0001 Amendment 2 |
| C-101 Demolition Site Plan |
| C-102 Site Plan |
| C-103 Grading, Utilities & Soil Erosion Control Plan |
| C-301 Stream Restoration Sections |
| C-402 Berm Site Plan, Profile & Section |
| C-403 Stream Restoration Site Plan & Profiles |
| C-404 Spillway Below 15" RCP Site Plan, Profile & Sections |
| C-501 Standard Details |
| C-502 Standard Details |
| S-102 Bridge - Site Plan |
| S-103 Abutment Plan and Details |
| S-501 Bridge Demo Plan |
| S-502 Bridge Modification Details |
File details come from the government source that posted it. Updated .