NDA-amend2-plans.pdf
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- W912HN-10-B-0010
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VARIES AS DIRECTED BY THE CONTRACTING OFFICER
(8’ MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE)
TYPICAL SECTION DIKE RAISE
SHEET OF
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-2%
2’
6’6’
-1%
FILLET AS
NECESSARY
FOR DRAINAGE
DIKE
RAISE
EXISTING GROUND
CLEAR AND GRUBB
TYPICAL SECTION BORROW AREA
DISPOSAL
AREA
TOP
ELEV
SIDE
SLOPE
EL *
NAVD 88
(SEE TABLE)
(SEE
TABLE)
14’
23’
25’ 3H:1V
3H:1V
3.5H:1V
CLEARING
T
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P-3
SHEET 3 OF 32
BORROW AREA FOR
DIKE RAISING
CONSTRUCTION
MATERIAL
BORROW AREA FOR
DIKE RAISING
CONSTRUCTION
MATERIAL
D A ty p ic a ls e c .d g n
30’
30’ 30’
NTSS-2
TEMPORARY SILT FENCE (TSF) DETAIL
COMPACTED FILL
2’ MIN’ (TYP)
MIN. 12.5 GA.
INTERMEDIATE
WIRES
MIN. 10 GA.
TOP & BOTTOM
WIRES
FILTER
FABRIC
36" MIN WIDTH
FILTER FABRIC
NOTE: EXTEND FABRIC
AND WIRE INTO TRENCH
STEEL POST
(TYP)
NOTES:
1. FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY
SPACING.
2. 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.
3. STEEL POSTS SHALL BE 5 FEET (MIN) IN HEIGHT AND SHALL BE
OF THE SELF-FASTENER ANGLE STEEL TYPE.
NOTES:
1. THE CONTRACTOR SHALL PLACE TEMPORARY SILT FENCE AS SHOWN
ON PLATE P-5 OF THE PLANS AND DETAIL ABOVE AND AS DIRECTED BY
THE CONTRACTING OFFICER.
2. THE CONTRACTOR SHALL INSPECT SEDIMENT FENCE AT LEAST ONCE
A WEEK AND AFTER EACH RAINFALL. 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.
3. 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 CONTROL MEASURES SHALL
BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL.
HAY OR STRAW MULCH
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.
STRAW
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
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
MECHANICAL ANCHOR SHALL BE A V-TYPE-WHEEL LAND PACKER; A SCALLOPED-
DISK LAND PACKER DESIGNED TO FORCE MULCH INTO THE OSIL SURFACE; OR
OTHER SUITABLE EQUIPMENT.
WOOD CELLULOSE FIBER
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 PREPARATION
SOIL IN SLOPES OF 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-VERTICLE, 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. ON SLOPES 1-HORIZONTAL-TO-1-VERTICLE
AND STEEPER, NO TILLAGE IS REQUIRED. DRAINAGE PATTERNS SHALL BE
MAINTAINED AS INDICATED ON DRAWINGS. AREAS COMPACTED BY CONSTRUCTION
OPERATIONS SHALL BE COMPLETELY PULVERIZED BY TILLAGE. THE
FERTILIZER MAY BE APPLIED DURING THIS PROCEDURE.
E F
D
M A
R
VEGETATIVE STABILIZATION - SEEDING
SEED PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS
OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
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
TEMPORARY SEED SPECIES FOR SURFACE EROSION CONTROL OR OVER SEEDING SHALL
BE AS FOLLOWS:
PLANTING PERIOD COMMON NAME MINIMUM LBS PER ACRE
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
PERMANENT SEED MIXTURE SHALL BE AS FOLLOWS:
PLANTING PERIOD COMMON NAME MINIMUM LBS PER ACRE
1 FEB - 30 APR TALL FESCUE 50
PENSACOLA BAHIAGRASS 10
COMMON OR KOBE LESPEDZA 25
SPRING OATS 32
WEEPING LOVEGRASS 5
1 MAY - 31 AUG COMMON OR KOBE LESPEDEZA 25
BROWNTOP PROSO OR GERMAN
(FOXTAIL) MILLET 30
WEEPING LOVEGRASS 5
1 SEP - 31 JAN COMMON OR KOBE LESPEDEZA 40
RYE (GRAIN) 56
TALL FESCUE 50
ADDITIONAL PERMANENT SEED SPECIES SHALL BE PLACED AS FOLLOWS:
PLANTING PERIOD COMMON NAME MINIMUM LBS PER ACRE
1 NOV - 28 FEB COMMON BERMUDAGRASS 20
(UNHULLED)
1 MAR - 31 JUL COMMON BERMUDAGRASS 12
(HULLED)
FERTILIZER
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
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PLATE
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N D
A T E
A P P
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D E S
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(6’ MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE)
GROUND LINE
X
N
4"
8"
L T
E R
F A
B R I
C
WIRE FABRIC
STEEL POST
MIN. 12.5 GA.
VERTICAL
WIRES
SEED & MULCH
& EROSION CONTROL MATTING
CLEAR AND GRUBB
T
A
A
N
SCALE IN FEET
SCALE: 1" = 50’
100 50 50 100 150
BORROW AREA LIMITS
NEW DIKE (TYP.)
D
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A
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P L A
N S T
A
A
NEW DIKE CENTERLINE
MAJOR CONTOUR
LEGEND
MINOR CONTOUR
NEW DIKE RAISE
TEMPORARY SILT FENCE
CONSTRUCTION LIMITS
BENCHMARK
P-7
D A p la n .d g n
M A
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A
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SHEET 7 OF 32
NOTES:
1. FOR TYPICAL SECTIONS SEE PLATE P- 3.
2. FOR PROFILE SEE PLATES P-8 & P-9.
3. FOR CROSS SECTIONS SEE PLATES
P-10 THRU P-15.
4. FOR SEEDING DETAILS SEE PLATE P-3.
5. FOR SITE PLAN NOTES SEE PLATE P-4.
WOODS LINE
AIWW DA-16-09-1-SS
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PLATE
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A P P
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O A S T
T E
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IN
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ACCESS
WOODS L
INE
WOODS
LIN
E
W O
O
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ACCESS
WOODS L
INE
WOODS
LIN
E
W O
O
E
25’
20’
20’
20’
20’
25’
10’
10’
15’
15’
15’
15’
15’
15’
20’
20’
25’
EL= 21.22’
EL= 20.56’
TBM POINT
12" SPIKE SET
EL= 27.27’
TBM POINT
TBM POINT
12" SPIKE SET
EL= 24.69’
TBM POINT
N= 672717.26’
E=2782456.42’
N= 672808.04’
E=2783000.32’
N= 672935.56’
E=2783259.05’
N= 672643.37’
E=2783381.08’
ALUMINUM DISK FOUND
MARKED "GPS-4"
"MA ENGINEERING
CONSULTANTS INC."
ALUMINUM DISK FOUND
MARKED "GPS-3"
"MA ENGINEERING
CONSULTANTS INC."
EL= 21.22’
EL= 20.56’
TBM POINT
12" SPIKE SET
EL= 27.27’
TBM POINT
TBM POINT
12" SPIKE SET
EL= 24.69’
TBM POINT
N= 672717.26’
E=2782456.42’
N= 672808.04’
E=2783000.32’
N= 672935.56’
E=2783259.05’
N= 672643.37’
E=2783381.08’
ALUMINUM DISK FOUND
MARKED "GPS-4"
"MA ENGINEERING
CONSULTANTS INC."
ALUMINUM DISK FOUND
MARKED "GPS-3"
"MA ENGINEERING
CONSULTANTS INC."
AIWW DA-16-09-6-SS
AIWW DA-16-09-8-SS
AIWW DA-16-09-16-SS AIWW DA-16-09-7-SS
P.I. = 37+35.46
D = 10^00’00.00"
R = 572.96’
T = 2.94’
L = 5.87’
N 672682.89
E 2782303.57
P.I. = 39+68.30
D = 10^00’00.00"
R = 572.96’
T = 22.07’
L = 44.11’
N 672734.63
E 2782530.58
P.I. = 41+68.65
D = 10^00’00.00"
R = 572.96’
T = 27.52’
L = 55.01’
N 672794.06
E 2782721.94
P.I. = 42+88.94
D = 10^00’00.00"
R = 572.96’
T = 0.84’
L = 1.68’
N 672818.56
E 2782839.75
P.I. = 44+68.37
D = 28^38’52.40"
R = 200.00’
T = 19.43’
L = 38.75’
N 672854.59
E 2783015.53
P.I. = 45+43.33
D = 28^38’52.40"
R = 200.00’
T = 20.45’
L = 40.76’
N 672883.54
E 2783084.80
P.I. = 47+27.71
D = 76^23’39.74"
R = 75.00’
T = 68.16’
L = 110.65’
N 672918.77
E 2783265.93
P.I. = 48+53.76
D = 10^00’00.00"
R = 572.96’
T = 55.94’
L = 111.53’
N 672773.28
E 2783308.97
P.I. = 50+08.97
D = 57^17’44.81"
R = 100.00’
T = 78.24’
L = 132.79’
N 672618.39
E 2783323.41
P.I. = 52+87.32
D = 10^00’00.00"
R = 572.96’
T = 33.26’
L = 66.44’
N 672518.84
E 2783038.24
P.I. = 55+34.28
D = 10^00’00.00"
R = 572.96’
T = 24.28’
L = 48.52’
N 672464.95
E 2782797.15
P.I. = 56+88.23
D = 28^38’52.40"
R = 200.00’
T = 37.35’
L = 73.84’
N 672418.77
E 2782650.26
P.I. = 58+12.83
D = 22^55’05.92"
R = 250.00’
T = 48.49’
L = 95.78’
N 672426.87
E 2782525.08
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CL STA 61+92.26
36+0
37+0
38+0
39+0
40+
41+
42+0
43+0
44+0
+0
46+0
47+00
51+00
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57+00 58+00
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60+00
P C .5
P T .4
P C .2
P T .3
P C .1
P T .1
P C .0
P T .7
P C .9
P T .6
P C .8
P T .6
P C .5
PT47+70.20
PC47+97.82
PT49+09.35
PC49+30.73
P T .5
P C .0
P T .5
P C .0
P T .5
P C .8
P T .7
P C .3
P T .1
P I3
.4
P I3
.3
P I4
.6
P I4
.9
P I4
.3
P I4
.3
P I4
.7
PI48+53.76
PI
+0 8.
P I5
.3
P I5
.2
P I5
.2
P I5
.8
E V
T .6
E V
T .7
E V
T .6
E V
T .0
E V
T .6
E V
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M E p ro fi le s .d g n
TOP OF NEW DIKE EL. 25.0’
1 1 1 1
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SCALE IN FEET
060120 60 120 180
HORIZONTAL SCALE: 1" = 60’
SCALE IN FEET
0510 10 20
VERTICAL SCALE: 1" = 5’
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00
32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00
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STATIONING ALONG CENTERLINE
STATIONING ALONG CENTERLINE
STATIONING ALONG CENTERLINE
EXISTING GROUND ALONG CENTERLINE
EXISTING GROUND ALONG CENTERLINE
EXISTING GROUND ALONG CENTERLINE
P V
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TOP OF NEW DIKE EL. 25.0’
TOP OF NEW DIKE EL. 25.0’
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P-8
SHEET 8 OF 32
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PLATE
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SCALE IN FEET
060120 60 120 180
HORIZONTAL SCALE: 1" = 60’
SCALE IN FEET
0510 10 20
VERTICAL SCALE: 1" = 5’
TOP OF NEW DIKE EL. 25.0’
TOP OF NEW DIKE EL. 25.0’
TOP OF NEW DIKE EL. 25.0’
P-9
SHEET 9 OF 32
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R E
A
P R
O F
IL
E S T
A
A
.7
C H
IE
F
D E S
C T
IO
N
A
IW
W
E F
D
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
N O
R T
H E
P O
S A L
A
R E
A S
H Y
M L
U N
T
IE
S
N O
R
R O
L
IN
A
J A
N
D C
R
48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00
64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00
80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00
STATIONING ALONG CENTERLINE
STATIONING ALONG CENTERLINE
STATIONING ALONG CENTERLINE
E L
E V
A T
IO
N I
N F
E E
T E
L E
V A
T
IO
N I
N F
E E
T E
L E
V A
T
IO
N I
N F
E E
T
E L
E V
A T
IO
N I
N F
E E
T E
L E
V A
T
IO
N I
N F
E E
T
E L
E V
A T
IO
N I
N F
E E
T
EXISTING GROUND ALONG CENTERLINE
EXISTING GROUND ALONG CENTERLINE
EXISTING GROUND ALONG CENTERLINE
92+79.76
E L
E L
E L
P
A
P
A
P
A
E F
D
M A
R
T
IS
T
E
L O
C A T
IO
N S
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
SCALE IN FEET
020 10 10 20 30
VERTICAL SCALE: 1" = 10’
D A x s e c ts .d g n
SCALE IN FEET
HORIZONTAL SCALE: 1" = 50’
100 50 50 100 150
FILLET (TYP)
FOR DRAINAGE
D
IS
P O
S A L
A
R E
A
C R
O S S
S E
C T
IO
N S
S T
A
A
P-12
SHEET 12 OF 32
C H
IE
F
D E S
C T
IO
N
A
IW
W
E F
D
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
N O
R T
H E
P O
S A L
A
R E
A S
H Y
M L
U N
T
IE
S
N O
R
R O
L
IN
A
J A
N
D C
R
0 25 50 75 100-25-50-75-100
32+00
0 25 50 75 100-25-50-75-100
33+00
0 25 50 75 100-25-50-75-100
34+00
0 25 50 75 100-25-50-75-100
35+00
0 25 50 75 100-25-50-75-100
36+00
0 25 50 75 100-25-50-75-100
37+00
0 25 50 75 100-25-50-75-100
38+00
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
41+00
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
43+00
0 25 50 75 100-25-50-75-100
44+00
0 25 50 75 100-25-50-75-100
45+00
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
47+00
EXISTING
GROUND
40+04.74
39+21.62
42+42.65 46+63.04
1 1
T
IS
T
E
L O
C A T
IO
N S
M A
R
E F
D
STOP DIKE
EMBANKMENT
START DIKE
EMBANKMENT
STOP DIKE
EMBANKMENT
START DIKE
EMBANKMENT
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
TOP OF NEW DIKE
EL. 25.0’
VERTICAL SCALE: 1" = 10’
D A x s e c ts .d g n
SCALE IN FEET
HORIZONTAL SCALE: 1" = 50’
100 50 50 100 150
D
IS
P O
S A L
A
R E
A
C R
O S S
S E
C T
IO
N S
S T
A
A
P-13
SHEET 13 OF 32
C H
IE
F
D E S
C T
IO
N
A
IW
W
E F
D
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
N O
R T
H E
P O
S A L
A
R E
A S
H Y
M L
U N
T
IE
S
N O
R
R O
L
IN
A
J A
N
D C
R
0 25 50 75 100-25-50-75-100
48+00
0 25 50 75 100-25-50-75-100
49+00
0 25 50 75 100-25-50-75-100
50+00
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
52+00
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
54+00
0 25 50 75 100-25-50-75-100
55+00
0 25 50 75 100-25-50-75-100
56+00
0 25 50 75 100-25-50-75-100
57+00
0 25 50 75 100-25-50-75-100
58+00
0 25 50 75 100-25-50-75-100
59+00
0 25 50 75 100-25-50-75-100
60+00
0 25 50 75 100-25-50-75-100
61+00
0 25 50 75 100-25-50-75-100
62+00
0 25 50 75 100-25-50-75-100
63+00
EXISTING
GROUND
51+42.69
53+91.28
T
IS
T
E
L O
C A T
IO
N S
M A
R
E F
D
STOP DIKE
EMBANKMENT
START DIKE
EMBANKENT
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
VERTICAL SCALE: 1" = 10’
D A x s e c ts .d g n
SCALE IN FEET
HORIZONTAL SCALE: 1" = 50’
100 50 50 100 150
FILLET (TYP)
FOR DRAINAGE
D
IS
P O
S A L
A
R E
A
C R
O S S
S E
C T
IO
N S
S T
A
A
P-14
SHEET 14 OF 32
C H
IE
F
D E S
C T
IO
N
A
IW
W
E F
D
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
N O
R T
H E
P O
S A L
A
R E
A S
H Y
M L
U N
T
IE
S
N O
R
R O
L
IN
A
J A
N
D C
R
0 25 50 75 100-25-50-75-100
64+00
0 25 50 75 100-25-50-75-100
65+00
0 25 50 75 100-25-50-75-100
66+00
0 25 50 75 100-25-50-75-100
67+00
0 25 50 75 100-25-50-75-100
68+00
0 25 50 75 100-25-50-75-100
69+00
0 25 50 75 100-25-50-75-100
70+00
0 25 50 75 100-25-50-75-100
71+00
0 25 50 75 100-25-50-75-100
72+00
0 25 50 75 100-25-50-75-100
73+00
0 25 50 75 100-25-50-75-100
74+00
0 25 50 75 100-25-50-75-100
75+00
0 25 50 75 100-25-50-75-100
76+00
0 25 50 75 100-25-50-75-100
77+00
0 25 50 75 100-25-50-75-100
78+00
0 25 50 75 100-25-50-75-100
79+00
EXISTING
GROUND
M A
R
E F
D
IN
C L U
D E
F
IL
L E T
(T
Y P
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
VERTICAL SCALE: 1" = 10’
D A x s e c ts .d g n
SCALE IN FEET
HORIZONTAL SCALE: 1" = 50’
100 50 50 100 150
FILLET (TYP)
FOR DRAINAGE
D
IS
P O
S A L
A
R E
A
C R
O S S
S E
C T
IO
N S
S T
A
A
P-15
SHEET 15 OF 32
C H
IE
F
D E S
C T
IO
N
A
IW
W
E F
D
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
N O
R T
H E
P O
S A L
A
R E
A S
H Y
M L
U N
T
IE
S
N O
R
R O
L
IN
A
J A
N
D C
R
0 25 50 75 100-25-50-75-100
80+00
0 25 50 75 100-25-50-75-100
81+00
0 25 50 75 100-25-50-75-100
82+00
0 25 50 75 100-25-50-75-100
83+00
0 25 50 75 100-25-50-75-100
84+00
0 25 50 75 100-25-50-75-100
85+00
0 25 50 75 100-25-50-75-100
86+00
0 25 50 75 100-25-50-75-100
87+00
0 25 50 75 100-25-50-75-100
88+00
0 25 50 75 100-25-50-75-100
89+00
0 25 50 75 100-25-50-75-100
90+00
0 25 50 75 100-25-50-75-100
91+00
0 25 50 75 100-25-50-75-100
92+00
EXISTING
GROUND
M A
R
E F
D
IN
C L U
D E
F
IL
L E T
(T
Y P
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
BORROW AREA
BORROW AREA LIMITS
BORROW AREA LIMITS
0 50 50 100FT
SCALE: 1’’= 50’
NEW DIKE CENTERLINE
MAJOR CONTOUR
LEGEND
MINOR CONTOUR
NEW DIKE RAISE
TEMPORARY SILT FENCE
CONSTRUCTION LIMITS
BENCHMARK
D
IS
P O
S A L
A
R E
A
S
IT
E
P L A
N S T
A
T
O
S T
A
T
O
.8
P-24
M A
T
N E
S
T A
S E
E
P
L A
T E
P
AIWW DA-21-09-12-AU
BORING
P.I. = 39+55.27
DEL = 3^35’53.35"RT
D = 5^41’24.13"
R = 1006.95’
T = 31.63’
L = 63.24’
N = 555593.57
E = 2717464.66
P.I. = 2+43.92
DEL = 117^52’24.73"RT
D = 109^39’58.47"
R = 52.25’
T = 86.73’
L = 107.48’
N = 556226.56
E = 2717654.31
P.I. = 4+10.56
DEL = 6^13’27.10"LT
D = 6^19’20.68"
R = 906.23’
T = 49.27’
L = 98.45’
N = 556002.39
E = 2717716.41
P.I. = 5+31.50
DEL = 5^03’00.71"RT
D = 5^41’24.13"
R = 1006.95’
T = 44.41’
L = 88.76’
N = 555889.93
E = 2717761.18
P.I. = 6+81.82
DEL = 2^36’47.74"LT
D = 3^00’59.70"
R = 1899.36’
T = 43.32’
L = 86.63’
N = 555745.86
E = 2717804.29
P.I. = 36+35.58
DEL = 6^37’31.72"LT
D = 17^00’52.08"
R = 336.75’
T = 19.49’
L = 38.94’
N = 555292.70
E = 2717571.85
P.I. = 37+15.36
DEL = 5^11’36.33"RT
D = 6^10’45.19"
R = 927.23’
T = 42.05’
L = 84.05’
N = 555366.18
E = 2717540.67
P.I. = 38+34.71
DEL = 3^54’46.57"RT
D = 20^13’18.33"
R = 283.34’
T = 9.68’
L = 19.35’
N = 555479.88
E = 2717504.18
P.I. = 38+76.23
DEL = 8^03’37.16"LT
D = 19^57’14.06"
R = 287.14’
T = 20.23’
L = 40.39’
N = 555520.20
E = 2717494.21
P.I. = 42+15.93
DEL = 0^44’12.46"RT
D = 2^14’26.73"
R = 2556.98’
T = 16.44’
L = 32.88’
N = 555841.01
E = 2717382.61
P.I. = 43+17.21
DEL = 62^59’38.12"RT
D = 107^44’32.87"
R = 53.18’
T = 32.58’
L = 58.47’
N = 555937.54
E = 2717351.98
P.I. = 44+28.35
DEL = 1^15’23.09"RT
D = 2^59’00.94"
R = 1920.36’
T = 21.06’
L = 42.11’
N = 556020.30
E = 2717435.87
M A
T
N E
S
T A
S E
E
P
L A
T E
P
SHEET 24 OF 32
NOTES:
1. FOR TYPICAL SECTIONS SEE PLATE P-3.
2. FOR PROFILE SEE PLATE P-26.
3. FOR CROSS SECTIONS SEE PLATES P-27 THRU P-29.
4. FOR SEEDING DETAILS SEE PLATE P-3.
5. FOR SITE PLAN NOTES SEE PLATE P-4.
WOODS LINE
> STA 3+10.34
REMOVE EXISTING
SPILLWAY & RISER
AND INSTALL NEW
SPILLWAY & RISER
SEE PLATES P-30, S-1
& S-2
1 1
D A 1p la n 1-b a .d g n
C
L A
R
IF
O P /S
T A
E
S T
A T
IO
N S
E F
D
M A
R
10’
10’
5’
5’
10’
10’
5’
5’
5’
10’
10’
5’
10’
10’
0’
5’
10’
10’
5’
10’
10’
0’
5’
5’
10’ 10’
10’
10’
10’
5’
5’
5’
5’
5’
0’
" S
PI
KE
N=
0.
E=2
.9 7’
EL=
4.
" S
PI
KE
N=
1.5 2’
E=2
.8 4’
EL=
.5 2’
" S
PI
KE
N=
8.
E=2 .3 7’
EL=
.13
" S
PI
KE
N=
9.
E=2
.2 6’
EL=
3.
" S
PI
KE
N=
2.
E=2
.5 7’
EL=
2.
" S
PI
KE
N=
9.
E=2
.70
EL=
2.
" S
PI
KE
N=
3.
E=2
.5 0’
EL=
3.
" S
PI
KE
N=
8.
E=2
.0 7’
EL=
3.
INV=4.2’
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
N=
2.
E=2 .8 3’
EL=
.4
9’MONUMENT
"G
AT
E"
G R
A V E
L
R
O A
D
TOP OF CMP
RISER=14.4’
BENCHMARK
" S
PI
KE
N=
1.8 7’
E=2
.2 4’
EL=
2.
IN
V= 3.
5’
" C
MPEXI
ST
36" CMP
EXIST
EDGE
OF
WAT
ERWAY
ATLANTIC INTRACOASTAL WATERWAY
HOBUCKEN LAND CUT - RANGE 5
SR 33
EL=
4.
E=2
.79
N=
5.
" S
PI
KE53
BENCHMARK
AIWW DA-21-09-7-SS
A I
A U
A I
S S
A I
S S
AIWW DA-21-09-11-AU
AIWW DA-21-09-5-SS
POB0
+0
0.
PC1
+5
7.
P T
P C
P T
P C
P T
P C
P T
P T
P C
P T
P C
P T
P C
P T
P C
P T
P C
P T
P C
P T
P C
PT4
3+4
3.
PC4
4+0
7.
PT4
4+4
9.
POE4
4+8
4.
P I
P I
P I
P I
P I
P I
P I
P I
P I
P I
P I
PI
+2 8.
S T
A
S T
K E
E M
B A
N K
M E
N T
S T
A
S T
A
K E
E M
B A
N K
M E
N T
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N
A
IW
W
E F
D
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
N O
R T
H E
P O
S A L
A
R E
A S
H Y
M L
U N
T
IE
S
N O
R
R O
L
IN
A
J A
N
D
P O
S A L
A
R E
A
P R
O F
IL
E
P-26
SHEET 26 OF 32
C H
IE
F
D E S
C T
IO
N
A
IW
W
E F
D
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
N O
R T
H E
P O
S A L
A
R E
A S
H Y
M L
U N
T
IE
S
N O
R
R O
L
IN
A
J A
N
D C
R
EXISTING GROUND ALONG CENTERLINE
EXISTING GROUND ALONG CENTERLINE
EXISTING GROUND ALONG CENTERLINE
-5
-10
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50
-5
-10
12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50
-5
-10
25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50
-5
-10
38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00
P V I
E l e v
E l e v
E l e v
E l e v
P V I
1 1
P V I
S T
K E
E M
B A
N K
M E
N T
P V I
S T
A
B A
N K
M E
N T
C
L A
R
IF
O P /S
T A
E
S T
A T
IO
N S
E F
D
M A
R
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
TOP OF NEW DIKE EL. 14.0’
EXISTING GROUND ALONG CENTERLINE
TOP OF NEW DIKE EL. 14.0’
TOP OF NEW DIKE EL. 14.0’
TOP OF NEW DIKE EL. 14.0’
TOP OF NEW DIKE EL. 14.0’
D A 1p ro fi le b a .d g n
SCALE IN FEET
020 10 10 20 30
VERTICAL SCALE: 1" = 10’
SCALE IN FEET
HORIZONTAL SCALE: 1" = 50’
100 50 50 100 150
P-27
IS
P O
S A L
A
R E
A
C R
O S S
S E
C T
IO
N S
S T
A
A
SHEET 27 OF 32
C H
IE
F
D E S
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A
IW
W
E F
D
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
N O
R T
H E
P O
S A L
A
R E
A S
H Y
M L
U N
T
IE
S
N O
R
R O
L
IN
A
J A
N
D C
R
EL 14’ NAVD 88
EXISTING
GROUND
NEW
DIKE
-5
-10
0 25 50 75 100-25-50-75-100
0+00
-5
-10
0 25 50 75 100-25-50-75-100
1+00
-5
-10
0 25 50 75 100-25-50-75-100
2+00
-5
-10
0 25 50 75 100-25-50-75-100
3+00
-5
-10
0 25 50 75 100-25-50-75-100
4+00
-5
-10
0 25 50 75 100-25-50-75-100
5+00
-5
-10
0 25 50 75 100-25-50-75-100
5+50
-5
-10
0 25 50 75 100-25-50-75-100
5+82
-5
-10
0 25 50 75 100-25-50-75-100
6+00
-5
-10
0 25 50 75 100-25-50-75-100
7+00
-5
-10
0 25 50 75 100-25-50-75-100
8+00
-5
-10
0 25 50 75 100-25-50-75-100
9+00
-5
-10
0 25 50 75 100-25-50-75-100
10+00
-5
-10
0 25 50 75 100-25-50-75-100
11+00
-5
-10
0 25 50 75 100-25-50-75-100
12+00
-5
-10
0 25 50 75 100-25-50-75-100
13+00
-5
-10
0 25 50 75 100-25-50-75-100
14+00
-5
-10
0 25 50 75 100-25-50-75-100
15+00
-5
-10
0 25 50 75 100-25-50-75-100
16+00
-5
-10
0 25 50 75 100-25-50-75-100
17+00
1 STOP DIKE EMBANKMENT
START DIKE EMBANKMENT1
C
L A
R
IF
O P /S
T A
E
S T
A T
IO
N S
E F
D D
A 1x s e c ts b a .d g n
M A
R
C
A
B C D
E F G H
D E S
C R
IP
T
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N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
SCALE IN FEET
SCALE IN FEET
HORIZONTAL SCALE: 1" = 50’
100 50 50 100 150 20 10 10 20 30
VERTICAL SCALE: 1" = 10’
FILLET (TYP)
FOR DRAINAGE
TOP OF DIKE
RAISE
EL. 14.0’
NEW 30"
HDPE PIPE.
130’+/-
(SEE NOTE)
-0+77.54 0+52.46
SHEET 30 OF 32
X-BRACING
P-30
D
IS
P O
S A L
A
R E
A
S P
IL
L W
A Y
P
R O
F
IL
E
SHEET OF
C H
IE
F
D E S
C T
IO
N
A
IW
W
E F
D
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
N O
R T
H E
P O
S A L
A
R E
A S
H Y
M L
U N
T
IE
S
N O
R
R O
L
IN
A
J A
N
D C
R
EL. 12.0
EL. 4.0
EXISTING
GROUND
> NEW DIKE
ALIGNMENT
WALKWAY. SEE
PLATE S-2 FOR
DETAILS
X-BRACING
TYP.
3 TIMBER PIPE SUPPORT
FRAMES @ 8’ MAX. SPAN
EL. 2.5
EL. 0.0 NAVD ’88
NOTE: EXTEND PIPE TO WHERE
BOTTOM OF WATER WAY IS
EL.-3.5 NAVD ’88
PROFILE SPILLWAY
STATION 3+10.34
E L
E V
A T I
O N
E T
SCALE IN FEET
020 20 3010 10
HORIZONTAL & VERTICAL SCALE: 1" = 10’
-1+00 0+00 1+00
-20
-10
30NEW SPILLWAY
RISER. SEE
PLATEs S-1 & S-2
FOR DETAILS
EL. -3.5 NAVD ’88
D A 1s p ill w a y s tr b a .d g n
C O
R R
E C
T E
D
IN
V E
R T
E L E
V A T
IO
N E F
D
M A
R
C
A
B C D
E F G H
D E S
C R
IP
T
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N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
SECTION "A-A"
C5 x 6.7 (TYP.)
TYP.
GRIND CORNER TO FIT
TYP.
C5 x 6.7 (TYP.)
TYP.
TYP.
SECTION "C-C"
( INSIDE CHANNELS ONLY )
TYP.
SECTION "D-D"
C5 x 6.7
�" PL
1-3/4" DIA. HOLE
5"
DETAIL "E"
( ANCHOR LUG - TYP. )
TYP.
TYP.
TYP.
TYP.
TYP.
�" PL
SECTION "B-B"
C5 x 6.7
C5 x 6.7
1" TYP.
49" +�
- 0
59" (REF.)
1" TYP.
R E
F
SIXTEEN PLACES EACH END.
L2 x 2 x �
ANCHOR LUG - TYP.
SEE DETAIL "E"
DRILL �" DIA. HOLES THRU -
1-
1-�"
M A
X
59 �" (MAX.)
PLATE CUT AWAY FOR CLARITY
C5 x 6.7 (TYP.)
TYP.
�" PL
50"
BASE SECTION - BOTTOM VIEW
SIDE VIEW
4 - FT. TOP SECTION
S P
IL
L W
A Y
R
IS
T
A
IL
S
ANCHOR LUG - TYP.
SEE DETAIL "E"
�" PL
�" PL
�" PL
TOP SECTIONS - TOP/BOTTOM VIEW
BE WELDED. ALL WELDS ARE TO BE CONTINUOUS.
4. BREAK ANY SHARP CORNERS. REMOVE ALL WELD
BE CARBON STEEL CONFORMING TO ASTM A36.
VISUALLY INSPECT FOR CRACKS AND PINHOLES :
NO CRACKS OR PINHOLES ARE ALLOWED.
3. SEQUENCE WELDING WHERE APPLICABLE TO
MINIMIZE DISTORTION.
FLUX, SLAG, AND SPATTER. REMOVE ALL BURRS.
NOTES :
5. ENSURE THAT ALL CONTACTING OR OVERLAPPING
JOINT SURFACES ARE CLEAN AND FREE OF ALL RESIDUAL
SEAL ALL JOINTS BY WELDING.
SECTIONS WITH TWO COATS OF A COAL TAR EPOXY -
POLYAMIDE PAINT IN ACCORDANCE WITH THE SPECS.
ATTACHED AT PLACE OF FABRICATION.
9. FIELD ASSEMBLE THE SECTIONS USING �" - 13 UNC -
1. UNLESS OTHERWISE SHOWN, ALL MATERIAL IS TO
2. UNLESS OTHERWISE SHOWN, ALL CONSTRUCTION IS TO
OIL AND GREASE PRIOR TO WELDING. COMPLETELY
6. UNLESS OTHERWISE SHOWN, FABRICATION TOL. IS +/_ �".
7. FABRICATE THE BASE SECTION, THE TOP SECTION
AND ANY ADD - ON SECTIONS AS SEPARATE UNITS .
AFTER FABRICATION, BLAST - CLEAN AND PAINT THE
2A x 1 -�" BOLTS, WASHERS AND NUTS. HARDWARE
SHALL BE STAINLESS STEEL.
8. PIPE STUB TO BE 30" DIA. HDPE , SDR 26
ATTACH BY BOLTING USING EIGHT (8)
�" - 13UNC - 2A x 1 -�" LONG BOLTS, NUTS
AND WASHERS (GALV.) . PIPE STUB TO BE
7’-0"
CONCRETE PAD (4500 PSI)
#4 BARS, 12" O.C. EACH WAY
AA
SECTION A-A
4’ X 4’ SPILLWAY
PLAN VIEW
�" DIA. ANCHOR BOLTS,
MIN. 8" IMBEDDED NUT
& WASHER
2’-0" 2’-0"
NEW SPILLWAY FOUNDATION FOR 4’ X 4’ RISER
1" DIA. HOLE DRILLED THRU
�" PL (BOTTOM OF SPILLWAY)
4’ X 4’ SPILLWAY
RISER BASE
3’-0"
1’-0" TYP4" CLEAR
TYP
NCDOT # 57
COARSE AGGREGATE
#4 BARS, 12" O.C. EACH WAY
SPACE BAR FOR 3" CLEARANCE
TOP OF CONCRETE
SEE PLATE P-16 FOR DA 16 ELEVATION
SEE PLATE P-23 FOR DA 19 ELEVATION
SEE PLATE P-30 FOR DA 21 ELEVATION
S-1
SHEET 31 OF 32
D A s p ill w a y d e ta ils
1.
d g n
D C
R
E F
D
24 �"
"A " "A "
"C "
"C "
"B "
"B "
TYP.
�" PL
C5 x 6.7 (TYP.)
L 2x2x�
TYP.
�" PL
TYP.
C5 x 6.7 (TYP.)
T
Y P
ANCHOR LUG - TYP.
SEE DETAIL "E"
"D " "D "
BASE SECTION - FRONT VIEW
BASE SECTION - SIDE VIEW
�" PL
" D
IA
. (+/-) H
O
LE
SLIP-ON
BACK-UP RING
STUB END CONNECTOR
(SDR 26 RATING) - SEE NOTE 8 -
28 HOLES, EQUALLY SPACE,
1.375" DIA. (12.857^ SPACING)
DRILL SIXTEEN �" DIA. HOLES THRU
1" TYP.
49" +�
- 0
59" (REF.)
�" PL
BASE SECTION - TOP VIEW
�" PL - ANCHOR LUG
TYP. - SEE DETAIL "E"
12" TYP. 11 �" TYP.
C5 x 6.7 (TYP.)
1" TYP.
T
Y P
T
Y P
R E
F
T
Y P
T
Y P
L2 x 2 x �
59 �" (MAX.)
M A
X
�" PL1
CUT AWAY OUTSIDE FLANGES
ONLY - TO ALLOW ACCESS FOR
BOARDS - TYP. ALL FOUR SIDES
T
Y P
P - MO./YR. S - MO./YR.
PIPE INSTALLATION DATE
SPILLWAY INSTALLATION DATE
6" TYP.
FOR DA 16 AND DA 19 ONLY
GEOTEXTILE REINFORCEMENT
(SEE NOTE 4)
A D
D
T E
M A
R
E F
D
P - MO./YR. S - MO./YR.
SPILLWAY INSTALLATION DATE
(FOR DA 21 ONLY)
PIPE INSTALLATION DATE
(FOR DA 21 ONLY)
NOTES:
1. ALL HARDWARE, NUTS, BOLTS AND WASHERS SHALL BE STAINLESS
STEEL.
2. REINFORCING STEEL SHALL BE DEFORMED BARS MEETING ASTM A 615
GRADE 60.
3. CONCRETE SHALL BE NCDOT CLASS "AA" WITH A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 4500 PSI. CONCRETE MATERIALS
AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES.
4. THE CONTRACTOR SHALL INSTALL A GEOTEXTILE THAT IS
APPROPRIATE FOR SEPARATING THE NCDOT #57 COARSE
AGGREGATE AND THE SUBGRADE SOILS.
R E
V
IS
IL
L W
A Y
S E
C T
IO
N S
C H
IE
F
D E S
C T
IO
N
A
IW
W
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
N O
R T
H E
P O
S A L
A
R E
A S
H Y
M L
U N
T
IE
S
N O
R
R O
L
IN
A
J A
N
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
�" WELDED LINK CHAIN WITH
EYEBOLTS, AT BOTH ENDS & BOLT
SNAP HOOK AT ONE END. INSTALL
AS SHOWN AT SPILLWAY END OF
WALKWAY. ALL TO BE HOT-DIP
GALVANIZED OR STAINLESS STEEL
NOTE: ALL HARDWARE SHALL BE HOT DIP GALVANIZED IAW ASTM A153.
2X10
2X12
2X6 X 12"
BLOCK INSERT
2X6 X 12"
BLOCK INSERT
2X8
2X6 X 12"
BOLT THRU WITH �" DIA.
BOLTS, NUTS, & WASHERS
(GALVANIZED)
2X8 (TYP.)
ONE ON EACH SIDE
CONSTRUCT AT 45 DEG.
FROM TIMBER SUPPORT
2X10 (TYP.)
BOLT THRU WITH �" DIA.
BOLTS, NUTS, & WASHERS
(GALVANIZED)
BOLT THRU WITH �" DIA.
BOLTS, NUTS, & WASHERS
(GALVANIZED)
2X8 (TYP.)
CONSTRUCT AT 45 DEG.
FROM TIMBER SUPPORT
STOPLOGS
HEIGHT
(FT)
SPILLWAY
REQUIRED
SUPPORT FRAMES FOR EFFLUENT PIPE
NTS
4’-0" 8’-0"
MAX. UNSUPPORTED LENGTH
6X6 POST (TYP.)
6X6 POST (TYP.)
2X12 (TYP.)
S P
IL
L W
T
A
IL
S
M I
N I
M U
M
P E
N E
T R
A T I
O N
T
Y P
6" MINIMUM EXTENSION
BEYOND POST (TYP.)
SHEET 32 OF 32
S-2
D A s p ill w a y d e ta ils
.d g n
DA 16 W 12 84
DA 16 E 12 84
DA 19 12 84
DA 21 8 57
N.T.S.
PLAN - NEW 4x4 SPILLWAY
NOTES
BANDED END
(TYP.)
C 5x6.7
(TYP.)
C 5x6.7
C 5x6.7
C 5x6.7
M
IR
E C
T
IO
N
CROSS BARS SPAN THIS DIRECTION
4’-1"
N.T.S.
CONNECTION DETAIL
1’-9"
1’-9"
1�"
3’-6"
L 3x3x�
(TYP.)
L 3x3x�
L 3x3x�
(TYP.)
MITER CORNERS
(TYP.)
�" DIA. A325 GALV.
BOLT (TYP.)
STEEL GRATING MAIN
BAR �x 1 �
GRATING, BANDED END (TYP.)
P �X 1�L
N.T.S.
CONNECTION DETAIL
L
C 5x6.7
(TYP.)
(TYP.)
�" DIA. A325 BOLT
AT EACH CORNER
AND 12" MAX.
NOTE: BANDING BAR NOT SHOWN
CONTRACTOR TO FIELD DRILL BOLT HOLES IN C 5X6.7 WHERE
REQUIRED. EXPOSED STEEL FROM FIELD DRILLING HOLES TO
BE PAINTED WITH TWO COATS OF ZINC RICH PAINT, IN ACCORDANCE
WITH NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES, SECTION 1080.
MAIN GRATING BAR, �x 1�
MAIN BAR �x 1�
(TYP.)
BEARING P �x 1 x 1�
BEARING P �x 1 x 1�L
(TYP.)
N.T.S.
BEARING PLATE DETAIL
�" BANDING BAR
3’-11�" (GRATING DIMENSION)
�"�" 1�"
G
R A
T
IM
E N
S
IO
N
GRATING TO BE PRESSURE LOCKED RECTANGULAR DESIGN, TYPE B, AS MANUFACTURED
BY IKG INDUSTRIES, A DIVISION OF HARSCO CORPORATION, OR APPROVED EQUAL. MAIN
BARS TO BE SERRATED 1�" x�" SPACED AT 1�" CENTER TO CENTER. CROSS BARS
TO BE RECTANGULAR CROSS SECTION, FLUSH TOP AND SPACED AT 4" CENTER TO
CENTER. MAIN BARS AND CROSS BARS TO BE SLOTTED AT THEIR INTERSECTIONS
SO AS NOT TO REMOVE EXCESSIVE MATERIAL FROM THE LOAD SUSTAINING MEMBERS.
MAIN BARS TO BE "DOVETAIL" SLOTTED AND HAVE THEIR SLOTS SOLIDLY FILLED BY THE
CROSS BARS. GRATING IS TO SAFELY SUSTAIN A UNIFORMLY DISTRIBUTED LOAD OF 200
POUNDS PER SQUARE FOOT ON A 48�" SPAN AND DEFLECT LESS THAN �". GRATING
SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 123.
CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, PRIOR TO FABRICATION OF THE
RAILING AND GRATING.
ALL STEEL RAILING, CONNECTION PLATES, ETC. SHALL BE GALVANIZED IN ACCORDANCE
WITH ASTM A 123.
1.
2.
3.
4.
WOOD WALKWAY
ALL STEEL HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153.
HANDRAIL (TYP. 3
SIDES)
C 5x6.7
�" PL.
30" HDPE PIPE
2" MAX
1�" MIN
3X6 STOPLOG 48" LONG
�" x 6" GALV. LAG BOLT
6" FROM EACH END
BLUNT END WITH HAMMER
OR BY GRINDING & TOUCH-UP
PAINT W/ ZINC-RICH PRIMER
1.
2.
3.
4.
5.
6.
STOPLOG NOTES:
NEW STOPLOGS SHALL BE #1 DENSE SOUTHERN PINE AND SHALL BE PRESSURE
TREATED IN ACCORDANCE WITH THE SPECIFICATIONS AFTER FABRICATION.
UNUSED STOPLOGS SHALL BE STACKED AT THE SPILLWAY.
STOPLOG LENGTH SHALL BE APPROXIMATELY 4’. THE CONTRACTOR SHALL
MEASURE THE CLEAR WIDTH OF EACH BAY AT EACH STRUCTURE (FACE
OF CHANNEL WEB TO FACE OF CHANNEL WEB) & CUT STOPLOGS �"
SHORTER THAN THIS.
NEW STOPLOGS SHALL HAVE LAG SCREW INSTALLED AS SHOWN 6"
FROM EACH END.
APPLY BRUSH ON WOOD PRESERVATIVE TO ANY CUT ENDS.
THE CONTRACTOR SHALL INSTALL STOPLOGS IN THE SPILLWAY TO THE
ELEVATIONS DIRECTED BY THE COR. REMAINING STOPLOGS SHALL BE
STOCKPILED AT THE SPILLWAY STRUCTURE.
N
P E
N E
T R
A T I
O N
6X6 POST (TYP.)
2X6 BRACING, ONE EACH SIDE
2X6 (TYP.)
6X6 x 8" BLOCK INSERT
5’-0"
�" MAX.
6’-0" MAX
NTS
2X4
6X6 POST (TYP.)
2X6 DECKING
2X10 (TYP.)
2X8
WALKWAY DETAILS
NTS
TIMBER STOPLOG DETAILS (NEW)
LOCATE CROSS BRACING
ON EVERY OTHER
SUPPORT FRAME
BOLT THRU WITH �" DIA.
BOLTS, NUTS & WASHERS
(GALV.) TYPICAL
2X4 HANDRAIL
& GUARDRAIL
S-2
S-2
SHEET OF
C H
IE
F
D E S
C T
IO
N
A
IW
W
E F
D
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
N O
R T
H E
P O
S A L
A
R E
A S
H Y
M L
U N
T
IE
S
N O
R
R O
L
IN
A
J A
N
D C
R
S-2
S T
O P
L
T
A
IL
R
E V
IS
E D
M A
R
E F
D
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
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| P-03.pdf |
| P-07 |
| P-08 |
| P-09 |
| P-12 |
| P-13 |
| P-14 |
| P-15 |
| P-24 |
| P-26 |
| P-27 |
| P-30 |
| S-01 |
| S-02 |
File details come from the government source that posted it. Updated .