Segment_C2_Contract_1_-_Amendment_2_-_Drawings.pdf
PDF 15 MB Posted
- Attached to
- Green Brook Segment C2 Federal contract opportunity
- Solicitation number
- W912DS-18-B-0027
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Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Abstract.xlsx | XLSX spreadsheet | |
| W912DS-18-B-0027-Amendment_0006.pdf | ||
| W912DS18B0027-Amendment_0005.pdf | ||
| GB_SEG_C2_CD-106XXX_Sep172018_F.pdf | ||
| W912DS18B0027-Amendment_0004.pdf | ||
| GB_SEG_C2_CD-101XXX_Sep172018_F.pdf | ||
| NJDEP_permits_for_Green_Brook_(002).pdf | ||
| 31_41_16_-_Sheet_Piling.pdf | ||
| W912DS18B0027-Amendment_0003.pdf | ||
| 09_97_02_Painting.pdf | ||
| Segment_C2_Contract_1_-_Amendment_2_-_Specifications.pdf | ||
| W912DS18B0027-amendment0002.pdf | ||
| C-501.pdf | ||
| EC-101.pdf | ||
| Amendment_0001.pdf | ||
| Segment_C2_Contract_1_Specifications_Final.pdf | ||
| 1_-_General_(G)_Series.pdf | ||
| 5_-_Reference_Drawings.pdf | ||
| 2_-_Geotechnical_(B)_Series_(1).pdf | ||
| 4_-_Structural_(S)_Series.pdf | ||
| 3_-_Civil_Series_(C,CD,CG,EC,L,V,X).pdf | ||
| Solicitation_final.pdf |
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CIVIL ABBREVIATIONS
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SEGMENT C2 ALIGNMENT DATA
POINT TYPE STATION NORTHING EASTING DIRECTION DISTANCE (FT)
10 PT 28+38.37 635466.9015 494714.6052 N 76°15'22.46" E 10.41
11 PI 29+96.25 635504.4103 494867.9636 N 76°15'22.46" E 157.88
12 PI 32+55.14 635522.9893 495126.1812 N 85°53'04.63" E 258.89
13 PI 33+92.81 635522.0816 495263.8505 S 89°37'20.11" E 137.67
14 PI 36+17.32 635548.4145 495486.8132 N 83°15'51.56" E 224.51
15 PI 39+49.50 635877.5118 495441.6903 N 7°48'25.98" W 332.18
16 PI 40+20.81 635948.2150 495450.9900 N 7°29'35.62" E 71.31
17 PI 40+82.46 636003.5765 495478.1235 N 26°06'36.51" E 61.65
18 PI 45+19.49 636320.6776 495778.8624 N 43°28'58.80" E 437.03
19 PI 46+51.34 636444.8304 495823.2439 N 19°40'14.51" E 131.85
20 PI 47+11.58 636492.7145 495859.7993 N 37°21'31.12" E 60.24
21 PI 48+33.80 636574.2744 495950.8223 N 48°08'18.58" E 122.22
22 PI 49+68.09 636631.1519 496072.4744 N 64°56'30.92" E 134.29
23 PI 50+03.60 636631.1519 496107.9851 N 90°00'00.00" E 35.51
24 POE 50+83.55 636606.0380 496183.8843 S 71°41'29.09" E 79.95
CULVERT C1 ALIGNMENT DATA
POINT TYPE STATION NORTHING EASTING DIRECTION DISTANCE (FT)
A POB 10+00.00 636618.8484 496188.1440
B PI 10+82.14 636644.6519 496110.1606 N 71°41'29.09" W 82.14
C PI 11+22.83 636644.6519 496069.4744 N 90°00'00.00" W 40.69
D PI 12+62.11 636585.6593 495943.2983 S 64°56'30.92" W 139.28
E PI 13+87.60 636501.9187 495849.8417 S 48°08'18.58" W 125.49
F PI 14+51.22 636451.3526 495811.2388 S 37°21'31.12" W 63.62
G PI 15+82.51 636327.7198 495767.0432 S 19°40'14.51" W 131.29
H POE 16+25.27 636296.7630 495737.5477 S 43°36'54.84" W 42.76
O P
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C O
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R A
CIVIL LEGEND
SILT FENCE
FLOATING TURBIDITY BARRIER
CONTRACTOR WORKING LIMITS
PROPOSED RIGHT-OF-WAY LINE
VERTICALVERT.
USE IN PLACEUIP
TYPICALTYP.
TURF REINFORCEMENT MATTRM
TOP OF WALLT.O.W.
TO BE REMOVEDTBR
TO BE ABANDONEDTBA
STATIONSTA.
SQUARE FEETSQ. FT.
SPECIFICATIONSPEC.
SQUARE FEETSF
SECONDSEC.
SANITARY MANHOLESNMHOL
RIGHT OF WAYR.O.W.
RIGHTRT.
RELOCATEDRELOC.
ROLLED EROSION CONTROL PRODUCTRECP
REINFORCED CONCRETE PIPERCP
REINFORCED CONCRETERC
REINFORCED BOX CULVERTRBC
RADIUSR
POINT OF VERTICAL TANGENCYP.V.T.
POINT OF VERTICAL INTERSECTIONP.V.I.
POINT OF VERTICAL CURVATUREP.V.C.
POLYVINYL CHLORIDEPVC
POINT OF TANGENCYP.T.
POINT OF ENDP.O.E.
POINT OF BEGINNINGP.O.B.
POINT OF INTERSECTIONP.I.
POINT OF CUVATUREP.C.
ON CENTERO.C.
NOT TO SCALEN.T.S.
NEW JERSEY DEPARTMENT OF TRANSPORTATIONNJDOT
MINIMUMMIN.
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LINEAR FEETLF
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INVERTINV.
HIGH POINTHP
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GRATEGR
GRATE INLETGI
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FLOW LINEF.L.
FLARED END SECTIONFES
FINISHED FLOOR ELEVATIONFF
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ELEVATIONELEV.
ELEVATIONEL.
DO NOT DISTURBDND
DIAMETERDIA.
CULVERTCULV.
CONCRETECONC.
CENTERLINEC.L.
CATCH BASINCATBSN
CENTER TO CENTERC TO C
CENTER TO CENTERC.C.
CAST IRON PIPECIP
BUILDINGBLDG.
BASELINEB.L.
BITUMINOUSBIT.
ADJUST TO GRADEATG
APPROXIMATEAPPROX.
ALUMINUMALUM.
G
STREAM
PLACED OVER
FALLEN TREE
PIPE LINES
AND PETROLEUM
FIBER OPTIC
UNVERIFIED
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AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
0 2 0 2 0 2 0 2 0 2
0 3 0 3 0 3 0 3 0 3
0 3
+0
+0
+0
40+0
41+00
42+00
43+00
44+00
45+00
46+00
47+00
48+00
49+
12+
13+00
14+00
15+00
16+00
200'0 100'
SCALE:1"=100'
C SEGMENT C2 FLOODWALLL
THE VERTICAL CONTROL IS BASED ON NAVD 88.2.
THE HORIZONTAL CONTROL IS BASED ON NAD 83.1.
NOTES:
NOT IN CONTRACT
STA. 28+83.00
BEGIN SEGMENT C2 FLOODWALL
STA. 50+83.55
FLOODWALL
END SEGMENT C2
S T
A . 3
.3
CONTRACT
BASE
OPTI
ON
CONTRACT
STA.
+6 1.5
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STA. 47+41.20
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C-100
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0 20'
SOUTH LINCOLN AVENUE
B O
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R O
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INV(B)=35.5
INV(A)=35.8
GR=38.0
CATBSN
E611752MXB
INV(B)=34.6
INV(A)=34.7
GR=38.8
CATBSN
C&G
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INV 15"TERRA=33.8
Brush
Brush
CB
CB
W
Brush
SegC2-17-02
SegC2-17-03
E 495716.2 N 635753.6 Pipe
KNOWN EXPOSURE
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AMENDMENT NO. 2 - AUGUST 2018
J A
C O
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38+00 39+00
40+00
RIGHT-OF-WAY
PROPOSED
RIGHT-OF-WAY
PROPOSED
CONTRACTOR WORKING LIMITS
BOROUGH RIGHT-OF-WAY
RIGHT-OF-WAY
PROPOSED
LC SEGMENT C2 FLOODWALL
CONTRACTOR WORKING LIMITS
16 17
COORDINATE TABLE
CONTRACTOR WORKING LIMITS
POINT NORTHING EASTING
14 635807.8274 495472.9459
15 635862.8730 495459.3424
16 635877.5546 495457.3294
17 635903.0073 495460.6773
18 635942.7957 495472.2774
19 635991.1649 495495.9838
21 636088.1653 495584.5336
22 636092.9700 495592.5358
23 636174.3398 495364.4721
L
SWALE SLOPE LIMITS
(T Y P
.0
.0
B A S E C
O N
TR
A C T
S
TA
1+
.4
53 635999.5941 495503.1882
54 635997.2567 495526.5139
55 636028.1794 495552.5628
56 636049.5761 495547.9355
CONTRACTOR WORKING LIMITS
(NOTE 2)
CONSTRUCTION ENTRANCE
STABILIZED
(NOTE 2)
SWALE SLOPE LIMITSSWALE SLOPE LIMITSSWALE SLOPE LIMITS
(NOTE 1)
CULVERT C2
L
FES
C3-1
C O
N
TR
A C T
O P
TI
O N
(NOTE 3)
L
C CULVERT C2
STA. 41+31.94
L
AND TYPICAL SECTIONS.
4. SEE GRADING PLANS FOR SWALE COORDINATES, ELEVATIONS
SEE CROSS SECTIONS FOR DETAILS.
BACKFILL WITH EMBANKMENT MATERIAL PER SPEC 31 00 00.
STA. 41+50 TO STA. 45+00 - EXCAVATE TO BOTTOM OF PILE CAP AND3.
SEE EROSION AND SEDIMENT CONTROL DRAWINGS FOR DETAILS.2.
SEE STRUCTURAL DRAWINGS FOR DETAILS.1.
NOTES:
(NOTE 2)
C SWALE B (NOTE 4)
C SWALE D (NOTE 4)
C SWALE C (NOTE 4)
75 636066.9949 495376.9900
76 636065.0134 495359.9417
77 636098.7909 495356.0577
78 636100.7649 495373.0416
' (T
Y P
79 636205.4538 495451.3877
80 636214.8687 495448.0174
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C-104
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AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
GI
C1-3
GI
C1-2
C1-1
IN
V E
L .7
S T
A .0
C U
L V
E R
T C
M
A T
C H S
E G
M E
N T C
9+50 10+00 11+00 12+00 13+00 14+00
2.5' 3.0' 3.0'
IN
V E
L .3
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P I
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IN
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L .2
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L .6
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40'
SCALE:1"= 20'H
0 20' 10'
SCALE:1"= 5'V
0 5'
FINISHED GRADE
EXISTING GROUND
EXISTING STORM SEWER
DIRECTION OF FLOW
@0.11%
201.74'
@0.11%
157.37' 217.89'
@ 0.14%
EXISTING STORM SEWER
S T
A .0
OPTION 2
CONTRACT
OPTION 1
CONTRACT
INSIDE DIMENSIONS
6'X2.5' INSIDE DIMENSIONS
6'X3'
INSIDE DIMENSIONS
8'X3'
HW
C1-5
GI
C1-4
15+00 16+00 16+50
3.0'
F .L E
L .0
R
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L .3
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A .0
G R
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IN
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L .9
S T
A .2
C U
L V
E R
T C
E
N D
EXISTING GROUND
FINISHED GRADE
@ 0.14%
38.27'
@ 0.14%
INSIDE DIMENSIONS
8'X3'
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-201
S
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SEE STRUCTURAL DRAWINGS FOR CULVERT DETAILS.2.
STORM SEWER AND ADJUST STATION OF GRATE INLETS TO MATCH.
CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING1.
NOTES:
M R
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G
M S
A M
E N
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O
O
U N
D B
R O
O K
POINT NORTHING EASTING
1 635480.2295 494655.5160
2 635465.9088 494653.8193
3 635445.9882 494652.7074
4 635418.1732 494655.8908
5 635391.6799 494660.8764
6 635368.1059 494672.1388
7 635350.7351 494675.4240
8 635336.9917 494671.9999
9 635349.4244 494692.7045
10 635354.0127 494685.4553
11 635371.7169 494682.0054
12 635391.6177 494672.1373
13 635418.5246 494666.4233
14 635445.9915 494663.2567
15 635455.9644 494663.4944
16 635464.0680 494670.6587
17 635472.7034 494671.1203
18 635475.7732 494666.1351
19 635480.9918 494665.9887
COORDINATE TABLE
RIP RAP CHANNEL
CB
S
S O
L
IC
IT
A T
IO
N N
O
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
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K 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
SHEET OF 164
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
C
O N
T R
A C
T N
O
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
0 100 200
3'
GEOTEXTILE
TO EXISTING GRADE)
(RIPRAP SURFACE TO CONFORM
RIPRAP CHANNEL 18" THICK, D =9" 50
SWALE ENTRY
CENTERLINE OF
APPROXIMATE
CUTOFF WALL
RIPRAP
E L E
V A
T
IO
N
INV. 33.8
EX. 15" RCP
EXISTING GROUND
20 40 60 80-20 120 140 160 180
DIRECTION OF FLOW
AGGREGATE NJDOT NO 57
6" MIN. COARSE
0 20'10'
INV(C)=34.2
INV(B)=34.1
INV(A)=34.2
GR=36.8
CATBSN
C SWALE AL
INV. 33.8
EX. 15" RCP
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
G
S
T A
U D
E R
C L S
C S
F R
E D
D O
S E
G M
E N
T C
G B S
E G C
E
C -5
X X
X .d g n
-A
U G -2
EC-501
E R
O S
IO
N A
N D S
E D
IM
E N
T C
O N
T R
O L D
E T
A
IL
S
S H
E E
T
SHEET 80 OF 164
PROFILE
SCALE: H: 1" = 10'
V: 1" = 5'
PLAN
PROPOSED RIPRAP CHANNEL TO BOUND BROOK, STA. 27+85
B(15"RCP)
NOT SHOWN
COFFERDAM
BASE CONTRACT
SHEET IS IN
WORK ON THIS
A
M E
N D
M E
N T N
O
/3
/1
G
L
IC
IT
A T
IO
N N
O
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
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K 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
SHEET OF 164
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
C
O N
T R
A C
T N
O
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
SECTION 1-1 SECTION 2-2
SECTION 3-3 SECTION 4-4
25 25
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
GEOTEXTILE
AGGREGATE NJDOT 57
6" MIN. COARSE
CONFORM TO EXISTING GRADE)
D =9" (RIPRAP SURFACE TO
RIPRAP CHANNEL, 18" THICK
AGGREGATE NJDOT 57
6" MIN. COARSE
GEOTEXTILE
EXISTING SWALE GRADE
CONFORM TO EXISTING GRADE)
D =9" (RIPRAP SURFACE TO
RIPRAP CHANNEL, 18" THICK
AGGREGATE NJDOT 57
6" MIN. COARSE
GEOTEXTILE
35 35
CONFORM TO EXISTING GRADE)
D =9" (RIPRAP SURFACE TO
THICK AT CUTOFF WALL
RIPRAP CHANNEL, 36"
10-10
E L E
V A
T
IO
N
-10
-10 10 10-10-15 5 15-5
EX. 15" RCP, INV 33.8
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
S
T A
U D
E R
C L S
C S
F R
E D
D O
S E
G M
E N
T C
G B S
E G C
E
C -5
X X
X .d g n
-A
U G -2
EC-502
PROPOSED RIPRAP CHANNEL TO BOUND BROOK, STA. 27+85
E R
O S
IO
N A
N D S
E D
IM
E N
T C
O N
T R
O L D
E T
A
IL
S
S H
E E
T
SHEET 81 OF 164
SCALE: 1" = 2'SCALE: 1" = 2'
SCALE: 1" = 2' SCALE: 1" = 2'
BASE CONTRACT
SHEET IS IN
WORK ON THIS
A
M E
N D
M E
N T N
O
/3
/1
G
E L E
V A
T
IO
N
-20
-10 0 10
EXISTING GROUND
INV. 34.7
FINISHED GRADE
15" RC FLARED END SECTION
CB
CB
S O
L
IC
IT
A T
IO
N N
O
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
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K 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
SHEET OF 164
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
C
O N
T R
A C
T N
O
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
30 30
EXISTING 15" TCP
EXISTING GROUND
FLOODWALL
GEOTEXTILE
18" THICK, D =9"
RIPRAP SCOUR HOLE
E L E
V A
T
IO
N
END SECTION
CONFORM WITH
CUT PIPE TO
INV. 34.7
0 20-20 -10 10
4'
2.5 :1
FLARED END SECTION
C3-1 15" RC
C SWALE BL
L
SCOUR HOLE
25' +/-
FES
C3-1
FLOODWALL
C SEGMENT C2
S
T A
U D
E R
C L S
C S
F R
E D
D O
S E
G M
E N
T C
G B S
E G C
E
C -5
X X
X .d g n
-A
U G -2
EC-504
E R
O S
IO
N A
N D S
E D
IM
E N
T C
O N
T R
O L D
E T
A
IL
S
S H
E E
T
0 20'10'
N
SHEET 83 OF 164
SCALE: 1" = 2'
SECTION 2-2
SCALE: 1" = 2'
PLAN
PROPOSED SCOUR HOLE, 15" TCP TO BDR3 WEST SWALE, STA. 39+25
SECTION 1-1
BASE CONTRACT
SHEET IS IN
WORK ON THIS
A
M E
N D
M E
N T N
O
/3
/1
G
0 10 20 30-10-20-30
SECTION 2-2
SECTION 3-3
EXISTING GROUND
EXISTING GROUND
18" THICK RIPRAP
9" D SIZE,
E L E
V A
T
IO
N
5'X4' CULVERT
NJDOT 57
AGGREGATE
6" MIN. COARSE
AT CUTOFF WALL
36" THICK RIPRAP
9" D SIZE,
NJDOT 57
AGGREGATE
6" MIN. COARSE
30'
GEOTEXTILE
10 20 30-10-20-30
E L E
V A
T
IO
N
GEOTEXTILE
FINISHED GRADE
MATCH CULVERT INV. EL
FINISHED GRADE
INV. EL. = 34.00
S O
L
IC
IT
A T
IO
N N
O
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
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K 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
SHEET OF 164
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
C
O N
T R
A C
T N
O
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
PILE CAP
5' X 4' RBC
INV. EL. = 34.00
BROOK CHANNEL BOTTOM
TO EXISTING BOUND
RIPRAP TO CONFORM
CUTOFF WALL
RIPRAP
SIDE
PROTECTED FLOOD SIDE
INV. EL. = 34.00
FLOWLINE OF SWALE
FLOODWALL
18" THICK RIPRAP
9" D SIZE,
FLOW
15' 3'
3'
GROUND
EXISTING
E L E
V A
T
IO
N
-20 40
3020100-10
NJDOT 57
AGGREGATE
6" MIN. COARSE
GEOTEXTILE
0 20'10'
O
U N
D B
R O
O K
NOT SHOWN
COFFERDAM
FLOODWALL
C SEGMENT C2
CULVERT C2
C SWALE C
C SWALE D
C SWALE B
L
L
L
L
S
T A
U D
E R
C L S
C S
F R
E D
D O
S E
G M
E N
T C
G B S
E G C
E
C -5
X X
X .d g n
-A
U G -2
EC-505
E R
O S
IO
N A
N D S
E D
IM
E N
T C
O N
T R
O L D
E T
A
IL
S
S H
E E
E T
SHEET 84 OF 164
SCALE: 1" = 5'
SECTION 1-1
PLAN
PROPOSED RIPRAP CHANNEL AT FUTURE BDR 3 PUMP STATION OUTFALL
SCALE: 1" = 5'
SCALE: 1" = 5'
BASE CONTRACT
SHEET IS IN
WORK ON THIS
A
M E
N D
M E
N T N
O
/3
/1
G
L
IC
IT
A T
IO
N N
O
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
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K 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
SHEET OF 164
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
C
O N
T R
A C
T N
O
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
ENTRANCE
CONSTRUCTION
EXISTING STABILIZED
MATCH EXISTING GRADE
PAVED ROADWAY
WASH RACK
TO ENTERING ROADWAY
AND UNDERCARRIAGE PRIOR
"SCRAPE AND WASH TIRES
SIGN:
WATER SUPPLY AND HOSE
TRAPPING DEVICE
RUNOFF TO A SEDIMENT
2:1 SLOPE TO CARRY
1' MIN. V-DITCH WITH
25' MIN.
A
A
B
B
3"
OF SEDIMENT FROM TIRES
PRODUCT ASSISTING IN THE REMOVAL
STEEL RIBBED PANELS OR APPROVED
CONSTRUCTION ENTRANCE
EXISTING STABILIZED
BY THE CONTRACTING OFFICER
OTHERWISE SPECIFIED
8" MIN. UNLESS
BY THE CONTRACTING OFFICER
OTHERWISE SPECIFIED
8" MIN. UNLESS CONSTRUCTION ENTRANCE
EXISTING STABILIZED
GEOTEXTILE
GEOTEXTILE
IN
G
R E S S
E G
R E S S O
N L Y
INGRESS
EGRESS ONLY
24' MIN. FOR INGRESS AND EGRESS
EXISTING GROUND
EXISTING GROUND
12" MIN.
CRUSHED STONE
8" MIN.
PUBLIC R.O.W./
CONTRACT DRAWINGS
OR AS SHOWN ON
PAVEMENT PLAN VIEW
SECTION A-A
SECTION B-B
N.T.S.
STABILIZED CONSTRUCTION ENTRANCE
N.T.S.
PROFILE
NOTES:
1.
2.
3.
4.
5.
6.
7.
AS REQUIRED
EXISTING GROUND
DRAWINGS
ON CONTRACT
OR AS SHOWN
PAVEMENT
PUBLIC R.O.W./
PLAN
GEOTEXTILE FABRIC
VEHICLE WASHDOWN DETAIL
9.
8.
(MIN. 24' FOR TWO WAY)
FULL WIDTH OF ENTRANCE
70' OR GREATER AS REQUIRED
AS NECESSARY
REMOVE EXISTING CURB
CONTAINERS.
WASH WATERS FROM WASHDOWN SHALL BE COLLECTED IN SETTLEMENT
OPERATIONS WILL BE STOPPED
CONTROL TRACKING, A TRUCK WASHDOWN SHALL BE ESTABLISHED OR HAULING
SITE AT THE DAYS END. IF TRACKING PADS AND SWEEPING DO NOT
TWO-HOUR INTERVALS MINIMUM AND PRIOR TO LEAVING THE CONSTRUCTION
THE CONTRACTOR WILL BE REQUIRED TO BROOMSWEEP THE ROADWAY AT
WHERE TRACKING OF SOIL ONTO ROADWAYS IS A CONTINUAL OCCURRENCE,
R.O.W./PAVEMENT MUST BE REMOVED IMMEDIATELY AND AT THE DAYS END.
ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO THE PUBLIC
REQUIRED BY THE SOIL CONSERVATION DISTRICT AS CONDITIONS DEMAND.
CLEANOUT OF ANY MEASURE USED TO TRAP SEDIMENT OR AS MAY BE
STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND REPAIR AND/OR
R.O.W./PAVEMENT. THIS REQUIRES PERIODIC TOP DRESSING WITH ADDITIONAL
WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO THE PUBLIC
THE STABILIZED CONSTRUCTION DRIVEWAY SHALL BE MAINTAINED IN A CONDITION
FULL WIDTH OF POINTS OF INGRESS AND EGRESS.
THE WIDTH AT THE EXISTING PAVEMENT SHALL NOT BE LESS THAN THE
NOT BE LESS THAN 8".
THE THICKNESS OF THE STABILIZED CONSTRUCTION ENTRANCE SHALL
STONE.
STONE SIZE SHALL BE ASTM C-33, SIZE NO. 2 OR 3, CRUSHED
AS SHOWN ON THE EROSION AND SEDIMENTATION CONTROL PLANS.
PLACE STABILIZED CONSTRUCTION ENTRANCE AT LOCATION(S)
ANY CURBS REMOVED OR DAMAGED SHALL BE REPLACED.
CONSTRUCTION ENTRANCE AND PUBLIC R.O.W.
PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED
-A
U G -2
X X
X
G B S
E G C
E
C -5
X X
X .d g n
-A
U G -2
X X
X
G B S
E G C
E
C -5
X X
X .d
-A
U G -2
X X
X
G B S
E G C
E
C -5
X X
X .d
-A
U G -2
X X
X
G B S
E G C
E
C -5
X X
X .d
EC-510
R
O S
IO
N A
N D S
E D
IM
E N
T C
O N
T R
O L D
E T
A
IL
S H
E E
T
S E
G M
E N
T C
A
M E
N D
M E
N T N
O
/3
/1
G
M S
C S
F R
E D
D O
G S
T A
U D
E R
C L
40'
SCALE:1"= 20'
0 20'
SOUTH LINCOLN AVENUE
B O
U N
D B
R O
O K
BLOCK 244
LOT 12
BLOCK 244
LOT 11
BLOCK 246
LOT 2
BLOCK 244
LOT 10
BLOCK 244
LOT 9
B L
O C
K
L O
T
INV(B)=35.5
INV(A)=35.8
GR=38.0
CATBSN
E611752MXB
INV(B)=34.6
INV(A)=34.7
GR=38.8
CATBSN
C&G
A (1
"R
C P
A (1
"R
C P
A (1
"T
E R
R A
B (1
"T
E R
R A
B (1
"T
E R
R A
INV 15"TERRA=33.8
Brush
Brush
Brush
CB
CB
W
Brush
E 495716.2 N 635753.6 Pipe
KNOWN EXPOSURE
S O
L
IC
IT
A T
IO
N N
O
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
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AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
38+00 39+00
40+00
RIGHT-OF-WAY
PROPOSED
RIGHT-OF-WAY
PROPOSED
BOROUGH RIGHT-OF-WAY
LC SEGMENT C2 FLOODWALL
CONTRACTOR WORKING LIMITS
S
TA
1+
.4
B A S E C
O N
TR
A C T
RIGHT-OF-WAY
AND PROPOSED
WORKING LIMITS
CONTRACTOR
WORKING LIMITS
CONTRACTOR
C O
N
TR
A C T
O P
TI
O N
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
P L
A N S
H E
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X-104
P R
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E D R
IG
H T -O
F -W
A Y
S T
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O S
T A
C S
F R
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D O
C L S
G S
T A
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M A
T C
H L
IN
E S
T A S
H E
E T X -1
M A
TC
H L
IN
E S
TA
. 4
2+ S
H E E T
X -1
-A
U G -2
G B S
E G C
X -1
X X
X .d g n
M R
P
SHEET 108 OF 164
OPTION 1
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AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
-A
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X X
X
G B S
E G C
S
B
X X
X .d
S-101
J .A .H
.M .T
BAR SIZE
TOP OTHER TOP OTHER
AND SPLICE TABLES - 4000 PSI
REINFORCEMENT DEVELOPMEMT
LENGTH, INCHES
MINIMUM LAP SPLICE
LENGTH, INCHES
MINIMUM DEVELOPMENT
STRUCTURAL GENERAL NOTES
S T
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C T
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D W
A L L S
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G .M .S
TYPICAL PENETRATION DETAILS ARE SHOWN ON THE DRAWINGS.
5. WHERE UTILITY RELOCATIONS REQUIRE NEW PENETRATIONS THROUGH THE FLOODWALL,
OFFICER TO CONSULT WITH THE ENGINEER OF RECORD PRIOR TO APPROVAL.
OFFICER APPROVAL OF FINAL PILE LOCATIONS PRIOR TO SHIFTING PILES. CONTRACTING
UTILITIES THAT ARE TO REMAIN IN PLACE. THE CONTRACTOR SHALL OBTAIN CONTRACTING
4. MICROPILES SHALL BE SHIFTED THE MINIMUM AMOUNT NECESSARY TO CLEAR EXISTING
THE RELOCATION WORK.
PROVIDE THE UTILITY OWNERS REASONABLE ACCESS TO PERFORM THEIR PORTION OF
THE RESPECTIVE UTILITY OWNERS. THE CONTRACTOR SHALL SCHEDULE HIS WORK TO
3. THE CONTRACTOR SHALL COORDINATE UTILITY LINE RELOCATIONS WITH THE USACE AND
2. DISPOSITION OF EXISTING UTILITIES ARE SHOWN ON THE CIVIL PLAN SHEETS.
UTILITIES THAT ARE TO REMAIN IN PLACE.
DETERMINE IF ANY CONFLICTS WILL OCCUR. THE CONTRACTOR SHALL PROTECT ALL
LOCATIONS OF ALL EXISTING UTILITY LINES BOTH HORIZONTALLY AND VERTICALLY TO
ACTIVITIES, THE CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS TO VERIFY
GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. BEFORE COMMENCING CONSTRUCTION
1. THE LOCATIONS OF ALL UTILITIES INDICATED ON THE PLANS ARE APPROXIMATE AND ARE NOT
UTILITIES
INTERLOCKS BETWEEN ADJACENT SHEETS BEYOND THE MANUFACTURER'S RECOMMENDATIONS.
SHEET PILES SHALL BE LAID OUT AT CHANGES IN FLOODWALL ALIGNMENT TO PREVENT ROTATION AT
SHEET PILING SHALL BE PZ22 STEEL SHEET PILES. SEE SPECIFICATIONS.
2. SHEET PILES
SEE DRAWINGS S-808 AND S-809 AND SPECIFICATIONS FOR MICROPILE LOAD TEST REQUIREMENTS.
SEE DRAWING S-807 FOR MICROPILE SCHEDULE AND NOTES.
SEE DRAWING S-806 FOR MICROPILE DETAILS.
1. MICROPILES
PILING
REINFORCED CONCRETE HYDRAULIC STRUCTURES”.
4) LOAD FACTORS – IN ACCORDANCE WITH USACE EM1110-2-2104 “STRENGTH DESIGN FOR
THIS ADDITIONAL LOAD COMBINATION IS APPLICABLE FOR MONOLITHS C2-25 THRU C2-33.
ALSO ACT AS A RETAINING WALL UNDER FINAL, NORMAL NON-FLOOD CONDITIONS.
FOR FLOODWALL MONOLITHS ADJACENT TO FUTURE PUMP STATION BDR3, THE FLOODWALL WILL
L) LOAD CASE DRCAp = DL + LS + U (0% CUTOFF)
K) LOAD CASE DRCAi = DL + LS + U (100% CUTOFF)
WATER TO TOP OF WALL
DESIGN RESILIENCY CHECKS (DRC)
SEISMIC CHECK = DL + SEISMIC
J) LOAD CASE BLC5Bp = DL + LS + U (0% CUTOFF) + W
I) LOAD CASE BLC5Bi = DL + LS + U (100% CUTOFF) + W
H) LOAD CASE BLC5Ap = DL + LS + U (0% CUTOFF)
G) LOAD CASE BLC5Ai = DL + LS + U (100% CUTOFF)
REVERSE HEAD
F) LOAD CASE BLC2D = DL + LS + U (0% CUTOFF) + W (FLOOD SIDE)
E) LOAD CASE BLC2C = DL + LS + U (100% CUTOFF) + W (FLOOD SIDE)
D) LOAD CASE BLC2B = DL + LS + U (0% CUTOFF)
C) LOAD CASE BLC2A = DL + LS + U (100% CUTOFF)
WATER TO 150 YR FLOOD ELEVATION
B) LOAD CASE BLC1B = DL+ W (PROTECTED SIDE)
A) LOAD CASE BLC1A = DL + CS
CONSTRUCTION
BASIC LOAD COMBINATIONS (BLC)
3) LOAD COMBINATIONS PER HSDRRS CRITERIA
ELEV. 39 IS APPLICABLE EAST OF LINCOLN AVENUE.
WITHOUT WATER ON FLOOD SIDE. ELEV. 36 IS APPLICABLE WEST OF LINCOLN AVENUE;
ELEVATION FROM THE INTERIOR DRAINAGE DESIGN, ELEV. 36 OR 39 AS APPLICABLE,
g) REVERSE HEAD CONDITIONS (RH) – BASED UPON HIGHEST PROTECTED SIDE WATER SURFACE
iv) EQUIVALENT LATERAL FORCE PROCEDURE
iii) SDS = 0.271G
ii) SITE CLASS D
i) RISK CATAGORY IV
f) SEISMIC
ii) WATER AT TOP OF WALL
i) WATER AT 150 YR FLOOD ELEV 48.00
e) LATERAL SOIL AND HYDROSTATIC PRESSURES (LS)
d) WIND (W) – 35 PSF
c) CONSTRUCTION SURCHARGE LOAD (CS) – 200 PSF
b) HYDROSTATIC UPLIFT (U) – 100% AND 0% EFFECTIVE CUTOFF CONDITIONS
a) DEAD LOAD (DL)
2. DESIGN LOADS INCLUDE:
ANALYSIS IS IN ACCORDANCE WITH ASCE 7-10.
REDUCTION SYSTEM DESIGN GUIDELINES” (HSDRRS) WITH REVISIONS THRU 2012. SEISMIC LOAD
1. THE FLOODWALL IS DESIGNED IN ACCORDANCE WITH THE “HURRICANE AND STORM DAMAGE RISK
DESIGN CRITERIA - FLOODWALL
CONTRACTING OFFICER.
JOINTS AT APPROXIMATELY ONE HALF OF THE WALL HEIGHT OR AS OTHERWISE APPROVED BY THE
12. FOR T-WALL CONCRETE PLACEMENT, THE CONTRACTOR MAY PLACE HORIZONTAL CONSTRUCTION
IS CAST IN THE MEMBER BELOW THE BAR.
TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE
TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH RESPECT
WHERE ESSENTIAL TO CONSTRUCTIBILITY, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.
WILL BE ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE INDICATED ON THE DRAWINGS,
SPLICE LENGTHS SHALL BE BASED ON THE SMALLER BAR BEING LAPPED. THE CONTRACTOR
DEVELOPMENT LENGTHS WHERE LENGTHS ARE NOT OTHERWISE INDICATED ON THE DRAWINGS.
11. THE DEVELOPMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP SPLICES AND
OFFICER. SHIFT BOTTOM REINFORCEMENT IN ALL WALL PILE CAPS AS REQUIRED TO CLEAR PILES.
OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING
10. REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND
9. REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED.
CONSTRUCTABILITY OR TO MISS EMBEDDED ITEMS.
WHERE, IN THE OPINION OF THE CONTRACTING OFFICER, IT IS ESSENTIAL TO REASONABLE
8. FIELD BENDING OF BARS PARTIALLY EMBEDDED IN CONCRETE WILL NOT BE APPROVED EXCEPT
INSTITUTE (CRSI).
WITH THE "MANUAL OF STANDARD PRACTICE" OF THE CONCRETE REINFORCING STEEL
7. PLACE REINFORCEMENT AND PROVIDE SUPPORTS FOR REINFORCING STEEL IN ACCORDANCE
WITH SP-066, AMERICAN CONCRETE INSTITUTE DETAILING MANUAL - 2004.
6. ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE IN ACCORDANCE
BE DISCONTINUED AT ALL EXPANSION JOINTS
SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL. REINFORCEMENT SHALL
INTEGRITY OF THE CONCRETE STRUCTURE. ADDITIONAL CONSTRUCTION JOINT LOCATIONS
SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR THE
5. CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS. WHERE NOT
COVER SHALL BE IN ACCORDANCE WITH ACI 318-14.
4. CLEAR COVER FOR REINFORCEMENT SHALL BE AS SHOWN ON THE DRAWINGS. WHERE NOT SHOWN, EXTERNAL CORNERS, AND VERTICAL EXPANSION JOINTS.
3. UNLESS OTHERWISE NOTED, PROVIDE A ¾” CHAMFER AT ALL EXPOSED JOINTS, EDGES,
OTHERWISE NOTED. SEE SPECIFICATIONS FOR MICROPILE REINFORCEMENT.
2. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60,000 PSI, UNLESS
UNLESS OTHERWISE NOTED.
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI AT 28 DAYS, CONCRETE NOTES
SHEETING, BRACING, SHORING AND OTHER SUPPORTS REQUIRED BY THE WORK.
6. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, FURNISHING, PLACING AND MAINTAINING ALL
BY WATER DURING ALL PHASES OF CONSTRUCTION. SEE SPECIFICATIONS.
METHODS AND EQUIPMENT TO KEEP EXCAVATIONS FREE OF WATER AND TO PROTECT FROM DAMAGE
5. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, PROVIDING AND MAINTAINING ALL NECESSARY
WHERE DRAWING IS OBVIOUSLY OUT OF SCALE.
4. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. NTS IS SHOWN ONLY
3. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (NTS) ARE NOT SHOWN TO SCALE.
VERIFY ACTUAL DIMENSIONS IN THE FIELD.
2. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-) ARE APPROXIMATE. CONTRACTOR SHALL
ELEVATION AFTER PLACEMENT OF ALL CONCRETE.
1. ELEVATIONS ARE IN FEET AND REFER TO NAVD88. ELEVATIONS REPRESENT THE FINAL
GENERAL
THESE NOTES APPLY TO THE FLOODWALL AND CULVERTS.
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IDENTIFICATION
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SHEET OF 164
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ID
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AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
PLAN
FLOOD SIDE
C2-2
C2-1
PROTECTED SIDE
N
C2-3
NUMBER (TYP.)
MONOLITH C2-4
C2-5
WALL ALIGNMENT
C WALL AND L
WALL, STA. 28+83.00
BEGIN SEGMENT C2
S T
A . 2
.2
B
E N
D P
O
IN
T N
O . 1
SHEET PILE
BEGIN SEGMENT C2
PZ22 SHEET PILE
NUMBER (TYP.)
MONOLITH
113'-3"6" (MIN.)
29+00 30+00
S T
A .2
C2-1 C2-2
EL. 33.75'
TOP OF PILE CAP
C2-3 C2-4 C2-5
S T
A .2
S T
A .2
S T
A .2
ELEVATION
FLOOD SIDE GRADE
PROTECTED SIDE GRADE
EL. 52.00'
TOP OF WALL
EXPANSION JOINT (TYP.)
EL. 22.20'
SPT REFUSAL
EL. 22.70'
EL. 22.70
STA. 29+96.25
BEND POINT NO. 11
S T
A .0
B O
R
IN
G C
-1
-0
SEE NOTE 4
PILE TIP ELEVATION
SHALE AND PZ22 SHEET
TOP OF HIGHLY WEATHERED
258'-10 3/4" TO BEND POINT NO. 12
STA. 28+83.00
BEGIN SEGMENT C2 WALL
SEE NOTE 9
EL. 31.50
TOP OF SHEET PILE
PILE EL. 51.50'
PIECE OF SHEET
TOP OF LAST
EL. 18.40'
TO FUTURE SHEET PILE
INTERLOCK TO ATTACH
SHEET PILE WITH
BEGIN SEGMENT C2
M A
T C
H L
IN
E S
T A .0
M
A T
C H
L
IN
E S
T A .0
L L
SCALE: 1/8"=1'-0"
-A
U G -2
X X
X
G B S
E G C
S
B
X X
X .d
S-103
.E .M
S H
E E
T
F L
O O
D W
A L L
W A
L L C
P
L A
N A
N D P
R O
F
IL
E
8'0 4' 16'
SCALE:1/8"=1'-0"
S .A .M T .M .T
T .M .T
BASE CONTRACT
SHEET IS IN
WORK ON THIS
E N
D M
E N
T N
O
S
STA. 28+83.00 TO STA. 30+55.00
WALL C2 - PART PLAN AND PROFILE
9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.
SEE SHEETS B-103 THRU B-123.
8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.
SEE SHEETS B-101 AND B-102.
7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.
6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.
5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.
SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.
FROM BOTTOM OF PILE CAP TO TOP OF WEATHERED SHALE IS 4'-0" OR LESS, USE ALTERNATE CUT-OFF WALL DETAIL AS DETERMINING THE QUANTITY OF SHEETS REQUIRED IS THE RESPONSIBILTY OF THE CONTRACTOR. WHEN THE DISTANCE
4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.
3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.
2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.
1. FOR GENERAL NOTES, SEE SHEET S-101.
NOTES:
PLAN
FLOOD SIDE
PROTECTED SIDE
N
NUMBER (TYP.)
MONOLITH
C2-5
WALL ALIGNMENT
C WALL AND L
C2-6
C2-7
C2-8
C2-9
C2-10
CAP LN.
PZ22 SHEET PILE
S O
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O
F
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D W
N B
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C K
D B
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4 5
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B
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D B
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C A
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D A
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M A
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D E
S C
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N
C O
N T
R A
C T N
O
IDENTIFICATION
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AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
NUMBER (TYP.)
MONOLITH
31+00 32+00
EL. 33.75'
TOP OF PILE CAP
C2-5
S T
A .2
FLOOD SIDE GRADE
PROTECTED SIDE GRADE
EL. 52.00'
TOP OF WALL
EXPANSION JOINT (TYP.)
C2-6 C2-7 C2-8 C2-9 C2-10
S T
A .2
S T
A .2
S T
A .2
S T
A .2
TO BEND POINT NO. 12258'-10 3/4" TO BEND POINT NO. 11
EL. 24.20'
EL. 24.20'
S T
A .0
B O
R
IN
G C
-1
-0
ELEVATION
SPT REFUSAL
SEE NOTE 4
TIP ELEVATION
SHALE AND PZ22 SHEET PILE
TOP OF HIGHLY WEATHERED
SPT REFUSAL AND
M A
T C
H L
IN
E S
T A .0
M A
T C
H L
IN
E S
T A .0
SCALE: 1/8"=1'-0"
-A
U G -2
X X
X
G B S
E G C
S
B
X X
X .d
S-104
.E .M
S H
E E
T
F L
O O
D W
A L L
W A
L L C
P
L A
N A
N D P
R O
F
IL
E
8'0 4' 16'
SCALE:1/8"=1'-0"
T .M .T
S .A .M T .M .T
BASE CONTRACT
SHEET IS IN
E N
D M
E N
T N
O
S
STA. 30+55.00 TO STA. 32+50.00
WALL C2 - PART PLAN AND PROFILE
SEE SHEETS B-103 THRU B-123.
8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.
SEE SHEETS B-101 AND B-102.
7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.
6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.
5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.
SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.
FROM BOTTOM OF PILE CAP TO TOP OF WEATHERED SHALE IS 4'-0" OR LESS, USE ALTERNATE CUT-OFF WALL DETAIL AS DETERMINING THE QUANTITY OF SHEETS REQUIRED IS THE RESPONSIBILTY OF THE CONTRACTOR. WHEN THE DISTANCE
4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.
3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.
2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.
1. FOR GENERAL NOTES, SEE SHEET S-101.
NOTES:
M A
T C
H L
IN
E S
T A .0
M A
T C
H L
IN
E S
T A .0
PROTECTED SIDE
N
NUMBER (TYP.)
MONOLITH
WALL ALIGNMENT
C WALL AND L
C2-10 C2-11 C2-12 C2-13
C2-14
C2-15
GATE STORAGE MONOLITH
S T
A . 3
.8
B
E N
D P
O
IN
T N
O . 1
S T
A . 3
.1
B
E N
D P
O
IN
T N
O . 1
SLEEVES. COORDINATE WITH VERIZON.
BARS MAY BE SHIFTED SLIGHTLY TO CLEAR
AND POSITIONED BETWEEN REINFORCING BARS.
PERPENDICULAR TO THE FACE OF THE WALL
SHALL BE ORIENTED APPROXIMATELY
SLEEVES THRU FLOODWALL STEM FOR LINES
FLOODWALL STEM. SEE DETAIL ON SHEET S-810.
EXISTING FIBER OPTIC LINE, PASS THRU PZ22 SHEET PILE
L L
9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.
SEE SHEETS B-103 THRU B-123.
8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.
SEE SHEETS B-101 AND B-102.
7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.
6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.
5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.
SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.
FROM BOTTOM OF PILE CAP TO TOP OF WEATHERED SHALE IS 4'-0" OR LESS, USE ALTERNATE CUT-OFF WALL DETAIL AS DETERMINING THE QUANTITY OF SHEETS REQUIRED IS THE RESPONSIBILTY OF THE CONTRACTOR. WHEN THE DISTANCE
4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.
3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.
2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.
1. FOR GENERAL NOTES, SEE SHEET S-101.
NOTES:
S O
L
IC
IT
A T
IO
N N
O
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
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K 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
SHEET OF 164
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
C
O N
T R
A C
T N
O
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
NUMBER (TYP.)
MONOLITH
137'-8"
STA. 32+55.14
BEND POINT NO. 12
33+00 34+00
S T
A .2
EL. 33.75'
TOP OF PILE CAP
S T
A .2
S T
A .2
S T
A .6
S T
A .6
FLOOD SIDE GRADE PROTECTED SIDE GRADE
EL. 52.00'
TOP OF WALL
EXPANSION JOINT (TYP.)
C2-11C2-10 C2-12 C2-13 C2-14 C2-15
EL. 24.60'
EL. 21.20'
STA. 33+92.81
BEND POINT NO. 13
S T
A .0
B O
R
IN
G C
-1
-0
258'-10 3/4" TO BEND POINT NO. 11
84'-9 1/4" TO END OF WALL
FOR FIBER OPTIC LINES
2 EXISTING CONDUITS
ELEVATION
SPT REFUSAL
SEE NOTE 4
TIP ELEVATION
SHALE AND PZ22 SHEET PILE
TOP OF HIGHLY WEATHERED
SCALE: 1/8"=1'-0"
-A
U G -2
X X
X
G B S
E G C
S
B
X X
X .d
S-105
.E .M
S H
E E
T
F L
O O
D W
A L L
W A
L L C
P
L A
N A
N D P
R O
F
IL
E
8'0 4' 16'
SCALE:1/8"=1'-0"
T .M .T
S .A .M T .M .T
BASE CONTRACT
SHEET IS IN
E N
D M
E N
T N
O
S
STA. 32+50.00 TO STA. 34+45.00
WALL C2 - PART PLAN AND PROFILE
M A
T C
H L
IN
E S
T A .0
M A
T C
H L
IN
E S
T A .0
M A
T C
H L
IN
E S
T A .0
M
A T
C H
L
IN
E S
T A .0
PROTECTED SIDE
N
C2-15
C2-16
C2-17
C2-18
C2-19
LC S. LINCOLN AVE.
MONOLITH
GATE STORAGE
C2-20
N.I.C.
STA. 36+17.32
BEND POINT NO. 14
PZ22 SHEET PILE
NUMBER (TYP.)
MONOLITH
CONTRACT OPTION 2
BASE CONTRACT
BASE CONTRACT
L L
9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.
SEE SHEETS B-103 THRU B-123.
8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.
SEE SHEETS B-101 AND B-102.
7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.
6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.
5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.
SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.
FROM BOTTOM OF PILE CAP TO TOP OF WEATHERED SHALE IS 4'-0" OR LESS, USE ALTERNATE CUT-OFF WALL DETAIL AS DETERMINING THE QUANTITY OF SHEETS REQUIRED IS THE RESPONSIBILTY OF THE CONTRACTOR. WHEN THE DISTANCE
4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.
3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.
2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.
1. FOR GENERAL NOTES, SEE SHEET S-101.
NOTES:
S O
L
IC
IT
A T
IO
N N
O
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
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K 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
SHEET OF 164
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
C
O N
T R
A C
T N
O
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
NUMBER (TYP.)
MONOLITH
C2-16
FUTURE
332'-2 1/8" TO BEND POINT NO. 1539'-2 3/8"100'-6 1/2" N.I.C.
6" MIN.
6" MIN.
(TYP.)
SEE NOTE 9
6" MIN.
1 1
35+00 36+00
S T
A .5
C2-20
S T
A .5
S T
A .1
ELEVATION
EL. 52.00'
TOP OF WALL
C2-19
S T
A .3
C2-17 C2-15
C2-18
EL. 52.60'
TOP OF WALLC S. LINCOLN AVE.L
FLOOD GATE OPENING
EL. 33.75'
TOP OF PILE CAP
S T
A .8
84'-9 1/4"
TO BEND POINT NO. 13
EL. 26.90'
EL. 24.90'
END OF WALL
GRADE
FLOOD SIDE
SIDE GRADE
PROTECTED
EL. 34.00'
EL. 25.10'
EL. 22.45'
STA. 36+17.32
BEND POINT NO. 14
S T
A .0
B O
R
IN
G C
-1
-0
EL. 38.50'
TOP OF PILE CAP
JOINT (TYP.)
EXPANSION
EL. 26.70'
EL. 24.94'
BEGIN WALL
SHEET PILE
TO ATTACH TO FUTURE
PILE WITH INTERLOCK
BEGIN PZ22 SHEET
SHEET PILE
TO ATTACH TO FUTURE
PILE WITH INTERLOCK
END PZ22 SHEET
SHEET PILE
TO ATTACH TO FUTURE
PILE WITH INTERLOCK
END PZ22 SHEET
SPT REFUSALSLOPE LINES
PROJECTED
SEE NOTE 4
TIP ELEVATION
SHALE AND PZ22 SHEET PILE
TOP OF HIGHLY WEATHERED
SCALE: 1/8"=1'-0"
-A
U G -2
X X
X
G B S
E G C
S
B
X X
X .d
S-106
.E .M
S H
E E
T
F L
O O
D W
A L L
W A
L L C
P
L A
N A
N D P
R O
F
IL
E
8'0 4' 16'
SCALE:1/8"=1'-0"
T .M .T
S .A .M T .M .T
CONTRACT OPTION 2
BASE CONTRACT AND
SHEET IS IN BOTH
E
N D
M E
N T N
O
S
STA. 34+45.00 TO STA. 36+45.00
WALL C2 - PART PLAN AND PROFILE
MATCHLINE STA. 36+45.00
M A
T C
H L
IN
E S
T A .0
M A
T C
H L
IN
E S
T A .0
M A
T C
H L
IN
E S
T A
PROTECTED SIDE
N
NUMBER (TYP.)
MONOLITH WALL ALIGNMENT
C WALL AND L
C2-20 C2-21 C2-22 C2-23 C2-24 C2-25
PZ22 SHEET PILE
SLEEVES. COORDINATE WITH VERIZON.
BARS MAY BE SHIFTED SLIGHTLY TO CLEAR
AND POSITIONED BETWEEN REINFORCING BARS.
PERPENDICULAR TO THE FACE OF THE WALL
SHALL BE ORIENTED APPROXIMATELY
SLEEVES THRU FLOODWALL STEM FOR LINES
FLOODWALL STEM. SEE DETAIL ON SHEET S-810.
EXISTING FIBER OPTIC LINE, PASS THRU
BASE CONTRACTCONTRACT OPTION 2
L L
9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.
SEE SHEETS B-103 THRU B-123.
8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.
SEE SHEETS B-101 AND B-102.
7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.
6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.
5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.
SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.
FROM BOTTOM OF PILE CAP TO TOP OF WEATHERED SHALE IS 4'-0" OR LESS, USE ALTERNATE CUT-OFF WALL DETAIL AS DETERMINING THE QUANTITY OF SHEETS REQUIRED IS THE RESPONSIBILTY OF THE CONTRACTOR. WHEN THE DISTANCE
4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.
3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.
2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.
1. FOR GENERAL NOTES, SEE SHEET S-101.
NOTES:
S O
L
IC
IT
A T
IO
N N
O
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
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K 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
SHEET OF 164
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
C
O N
T R
A C
T N
O
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
NUMBER (TYP.)
MONOLITH
6" MIN.
37+00 38+00
EL. 39.50'
TOP OF PILE CAP
S T
A .5
ELEVATION
FLOOD SIDE GRADEPROTECTED SIDE GRADE
S T
A .5
EL. 52.60'
TOP OF WALL
JOINT (TYP.)
EXPANSION
C2-20 C2-21 C2-22 C2-23 C2-24 C2-25
S T
A .5
S T
A .5
S T
A .5
EL. 37.00'
TOP OF PILE CAP
332'-2 1/8" TO BEND POINT NO. 15TO BEND POINT NO. 14
EL. 24.50'
EL. 25.50'
S T
A .0
B O
R
IN
G C
-1
-0
FLOOD SIDE GRADE
SEE NOTE 9
FOR FIBER OPTIC LINES
2 EXISTING CONDUITS
SHEET PILE
TO ATTACH TO FUTURE
PILE WITH INTERLOCK
BEGIN PZ22 SHEET
SPT REFUSAL
SEE NOTE 4
TIP ELEVATION
SHALE AND PZ22 SHEET PILE
TOP OF HIGHLY WEATHERED
SCALE: 1/8"=1'-0"
-A
U G -2
X X
X
G B S
E G C
S
B
X X
X .d
S-107
.E .M
S H
E E
T
F L
O O
D W
A L L
W A
L L C
P
L A
N A
N D P
R O
F
IL
E
8'0 4' 16'
SCALE:1/8"=1'-0"
T .M .T
S .A .M T .M .T
CONTRACT OPTION 2
BASE CONTRACT AND
SHEET IS IN BOTH
E N
D M
E N
T N
O
S
STA. 36+45.00 TO STA. 38+51.00
WALL C2 - PART PLAN AND PROFILE
M A
T C
H L
IN
E S
T A .0
M
A T
C H
L
IN
E S
T A .0
M A
T C
H L
IN
E S
T A .0
M
A T
C H
L
IN
E S
T A
PROTECTED SIDE
N
NUMBER (TYP.)
MONOLITH
WALL ALIGNMENT
C WALL AND L
C2-28
C2-29
C2-27
C2-30
C2-26
BO
UND
BRO
O
K
C2-25
FL
O
W
STA. 39+49.50
BEND POINT NO. 15
STA. 40+20.81
BEND POINT NO. 16PZ22 SHEET PILE
L L
9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.
SEE SHEETS B-103 THRU B-123.
8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.
SEE SHEETS B-101 AND B-102.
7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.
6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.
5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.
SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.
FROM BOTTOM OF PILE CAP TO TOP OF WEATHERED SHALE IS 4'-0" OR LESS, USE ALTERNATE CUT-OFF WALL DETAIL AS DETERMINING THE QUANTITY OF SHEETS REQUIRED IS THE RESPONSIBILTY OF THE CONTRACTOR. WHEN THE DISTANCE
4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.
3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.
2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.
1. FOR GENERAL NOTES, SEE SHEET S-101.
NOTES:
S O
L
IC
IT
A T
IO
N N
O
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
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K 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
SHEET OF 164
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
C
O N
T R
A C
T N
O
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
NUMBER (TYP.)
MONOLITH
71'-3 3/4 "
39+00 40+00
ELEVATION
FLOOD SIDE GRADE
PROTECTED SIDE GRADE
EL. 52.60'
TOP OF WALL
JOINT (TYP.)
EXPANSION
C2-25 C2-26
S T
A .5
S T
A .5
S T
A .5
EL. 37.00'
TOP OF PILE CAP
S T
A .5
S T
A .4
C2-27 C2-28 C2-29
332'-2 1/8" TO BEND POINT NO. 14
C2-30
EL. 23.20'
EL. 23.20'
STA. 39+49.50
BEND POINT NO. 15
STA. 40+20.81
BEND POINT NO. 16
S T
A .0
B O
R
IN
G C
-1
-0
61'-7 3/4" TO BEND POINT NO. 17
SPT REFUSAL
SEE NOTE 4
TIP ELEVATION
SHALE AND PZ22 SHEET PILE
TOP OF HIGHLY WEATHERED
M A
T C
H L
IN
E S
T A .0
M
A T
C H
L
IN
E S
T A .0
SCALE: 1/8"=1'-0"
-A
U G -2
X X
X
G B S
E G C
S
B
X X
X .d
S-108
.E .M
S H
E E
T
F L
O O
D W
A L L
W A
L L C
P
L A
N A
N D P
R O
F
IL
E
8'0 4' 16'
SCALE:1/8"=1'-0"
T .M .T
S .A .M T .M .T
BASE CONTRACT
SHEET IS IN
E N
D M
E N
T N
O
S
STA. 38+51.00 TO STA. 40+45.00
WALL C2 - PART PLAN AND PROFILE
M A T C
H L
IN
E S
T A .0
M A
T C
H L
IN
E S
T A
PROTECTED SIDE N
NUMBER (TYP.)
MONOLITH
WALL ALIGNMENT
C WALL AND L
C2-31
C2-30
BOUND BROOK
C2-32 C2-33 C2-34 C2-35
FLOW
STA. 40+82.46
BEND POINT NO. 17
PZ22 SHEET PILECULVERT C2
BASE CONTRACT CONTRACT OPTION 1
L L
9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.
SEE SHEETS B-103 THRU B-123.
8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.
SEE SHEETS B-101 AND B-102.
7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.
6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.
5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.
SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.
FROM BOTTOM OF PILE CAP TO TOP OF WEATHERED SHALE IS 4'-0" OR LESS, USE ALTERNATE CUT-OFF WALL DETAIL AS DETERMINING THE QUANTITY OF SHEETS REQUIRED IS THE RESPONSIBILTY OF THE CONTRACTOR. WHEN THE DISTANCE
4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.
3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.
2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.
1. FOR GENERAL NOTES, SEE SHEET S-101.
NOTES:
S O
L
IC
IT
A T
IO
N N
O
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
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K 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
SHEET OF 164
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
C
O N
T R
A C
T N
O
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
NUMBER (TYP.)
MONOLITH
C2-30
4'-0" TALL OPNG.
5'-0" WIDE X
CULVERT C2
6" MIN.
41+00 42+00
SHEET PILE
TO ATTACH TO FUTURE
PILE WITH INTERLOCK
END PZ22 SHEET
EL. 34.00'
TOP OF PILE CAP
ELEVATION
EL. 52.60'
TOP OF WALL
JOINT (TYP.)
EXPANSION
S T
A .4
S T
A .4
S T
A .4
EL. 37.00'
TOP OF PILE CAP
S T
A .4
S T
A .4
C2-31 C2-32 C2-33 C2-34 C2-35
437'-0 3/8" TO BEND POINT NO. 18
SIDE GRADE
PROTECTED
EL. 32.50'
TOP OF PILE CAP
PROTECTED SIDE GRADE
FLOOD SIDE GRADE
EL. 17.70'
EL. 23.30'
STA. 40+82.46
BEND POINT NO. 17
S T
A .0
B O
R
IN
G C
-1
-0
61'-7 3/4" TO BEND POINT NO. 16
S T
A .9
SEE NOTE 9
EL. 29.75EL. 30.75
SPT REFUSAL
SEE NOTE 4
TIP ELEVATION
SHALE AND PZ22 SHEET PILE
TOP OF HIGHLY WEATHERED
SCALE: 1/8"=1'-0"
-A
U G -2
X X
X
G B S
E G C
S
B
X X
X .d
S-109
.E .M
S H
E E
T
F L
O O
D W
A L L
W A
L L C
P
L A
N A
N D P
R O
F
IL
E
8'0 4' 16'
SCALE:1/8"=1'-0"
T .M .T
S .A .M T .M .T
CONTRACT OPTION 1
BASE CONTRACT AND
SHEET IS IN BOTH
E N
D M
E N
T N
O
S
STA. 40+45.00 TO STA. 42+25.00
WALL C2 - PART PLAN AND PROFILE
M A
T C
H L
IN
E S
T A .0
M
A T
C H
L
IN
E S
T A .0
M A
T C
H L
IN
E S
T A .0
M
A T
C H
L
IN
E S
T A .0
PROTECTED SIDE
N
NUMBER (TYP.)
MONOLITH
WALL ALIGNMENT
C WALL AND L
BOUND BROOK
C2-38C2-37C2-36C2-35 C2-39
FLOW
PZ22 SHEET PILE
L L
9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.
SEE SHEETS B-103 THRU B-123.
8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.
SEE SHEETS B-101 AND B-102.
7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.
6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.
5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.
SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.
FROM BOTTOM OF PILE CAP TO TOP OF WEATHERED SHALE IS 4'-0" OR LESS, USE ALTERNATE CUT-OFF WALL DETAIL AS DETERMINING THE QUANTITY OF SHEETS REQUIRED IS THE RESPONSIBILTY OF THE CONTRACTOR. WHEN THE DISTANCE
4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.
3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.
2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.
1. FOR GENERAL NOTES, SEE SHEET S-101.
NOTES:
S O
L
IC
IT
A T
IO
N N
O
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
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K 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
SHEET OF 164
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
C
O N
T R
A C
T N
O
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
NUMBER (TYP.)
MONOLITH
43+00 44+00
EL. 32.50'
TOP OF PILE CAP
ELEVATION
FLOOD SIDE GRADE
PROTECTED SIDE GRADE
EL. 52.60'
TOP OF WALL
JOINT (TYP.)
EXPANSION
S T
A .4
S T
A .4
S T
A .4
C2-38C2-37C2-35 C2-36
437'-0 3/8"
EL. 34.00'
TOP OF PILE CAP
C2-39
S T
A .4
TO BEND POINT NO. 17 TO BEND POINT NO. 18
EL. 25.00'
EL. 21.00'
S
T A .0
B O
R
IN
G C
-1
-0
SPT REFUSAL
SEE NOTE 4
TIP ELEVATION
SHALE AND PZ22 SHEET PILE
TOP OF HIGHLY WEATHERED
SCALE: 1/8"=1'-0"
-A
U G -2
X X
X
G B S
E G C
S
B
X X
X .d
S-110
.E .M
S H
E E
T
F L
O O
D W
A L L
W A
L L C
P
L A
N A
N D P
R O
F
IL
E
8'0 4' 16'
SCALE:1/8"=1'-0"
T .M .T
S .A .M T .M .T
CONTRACT OPTION 1
SHEET IS IN
E N
D M
E N
T N
O
S
STA. 42+25.00 TO STA. 44+15.00
WALL C2 - PART PLAN AND PROFILE
M A
T C
H L
IN
E S
T A .0
M A
T C
H L
IN
E S
T A .0
M
A T
C H
L
IN
E S
T A .0
M A
T C
H L
IN
E S
T A .0
PROTECTED SIDE
NUMB…
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