3_-_Civil_Series_(C,CD,CG,EC,L,V,X).pdf
PDF 27 MB Posted
- Attached to
- Green Brook Segment C2 Federal contract opportunity
- Solicitation number
- W912DS-18-B-0027
About this file
Plans 3
View the file
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-101XXX_Sep172018_F.pdf | ||
| W912DS18B0027-Amendment_0004.pdf | ||
| GB_SEG_C2_CD-106XXX_Sep172018_F.pdf | ||
| NJDEP_permits_for_Green_Brook_(002).pdf | ||
| 09_97_02_Painting.pdf | ||
| 31_41_16_-_Sheet_Piling.pdf | ||
| W912DS18B0027-Amendment_0003.pdf | ||
| C-501.pdf | ||
| EC-101.pdf | ||
| Segment_C2_Contract_1_-_Amendment_2_-_Drawings.pdf | ||
| Segment_C2_Contract_1_-_Amendment_2_-_Specifications.pdf | ||
| W912DS18B0027-amendment0002.pdf | ||
| Amendment_0001.pdf | ||
| Solicitation_final.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 |
Show all 22
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
U
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
0 2 0 2 0 2 0 2 0 2 0 2
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
13+00
14+00
15+00
16+00
SHEET 1
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SEGMENT C2 FLOODWALL
SEGMENT C2 FLOODWALL
C O
N T
R A
C T
B A S
E
NOT IN CONTRACT
CONTRACT
BASE
OPTIO
N
CONTRACT
C O
N T
R A
C T
B A S
E O
P T
IO
N
C O
N T
R A
C T
STA. 41+80.46
S T
A . 3
.3
STA.
+6 1.5
O P
T
IO
N
C O
N T
R A
C T
O P T
IO
N
C O
N T R
A C
T
O P T
IO
N
C O
N T R
A C
T
STA. 47+41.20
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C-000
C S
F R
E D
D O
G S
T A
U D
E R
C L
K
Y M
A P
S E
G M
E N
T C
G B S
E G C
C -0
X X
X .d g n
-J
U L -2
M R
P
N
T
H S
T R
E E
T
T
H S
T R
E E
T
T
H S
T R
E E
T
T
H S
T R
E E
T
B O
U N
D B
R O
O K
B R
O O
K
B O
U N
D
S O
U T
H L
IN
C O
L N A
V E
N U
E
S
T S
T R
E E
T
N
D S
T R
E E
T
R
D S
T R
E E
T
D E N
TO
N P
LA
C E
C O
L E
M A
N S
T R
E E T
P A
R K E
R S
T R
E E T
FO
O T
P A
T H
ROCK
LANE
CAP L
ANE
CIVIL ABBREVIATIONS
CIVIL LEGEND
SILT FENCE
FLOATING TURBIDITY BARRIER
CONTRACTOR WORKING LIMITS
PROPOSED RIGHT-OF-WAY LINE
23 24
N 6 36, N 6 36, N 6 36, N 6 36, N 6 36, N 6 35, N 6 35, N 6 35, N 6 35, E
,0
E
,2
E
,3
E
,5
E
,6
E
,8
E
,9
E
,1
E
,2
E
,4
E
,5
E
,7
E
,8
E
,0
E
,1
E
,3
E
,4
E
,6
E
,7
E
,9
C O
N T
R A
T
B
A S
E
S T
A
.4
AB
C
D
E
F
G
H
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
T
IO
N
C O
N T
R A
NOT TO SCALEN.T.S.
NEW JERSEY DEPARTMENT OF TRANSPORTATIONNJDOT
MINIMUMMIN.
MAXIMUMMAX.
MANUFACTURERMRF
LOW POINTLP
LINEAL FEETLF
POUNDSLBS
INVERTINV.
HIGH POINTHP
HORIZONTALHORIZ.
HEAD WALLHW
HOT MIX ASPHALTHMA
GRATEGR
GRATE INLETGI
FEETFT.
FLOW LINEF.L.
FLARED END SECTIONFES
FINISHED FLOOR ELEVATIONFF
EXTERIOREXT.
EXISTINGEX.
ELEVATIONELEV.
ELEVATIONEL.
DO NOT DISTURBDND
DIAMETERDIA.
CULVERTCULV.
CONCRETECONC.
CENTERLINEC.L.
CATCH BASINCATBSN
CAST IRON PIPECIP
BUILDINGBLDG.
BASELINEB.L.
BITUMINOUSBIT.
ADJUST TO GRADEATG
APPROXIMATEAPPROX.
ALUMINUMALUM.
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.
RELOCATEDRELOC.
ROLLED EROSION CONTROL PRODUCTRECP
REINFORCED CONCRETE PIPERCP
REINFORCED CONCRETERC
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.
G
STREAM
PLACED OVER
FALLEN TREE
PIPE LINES
AND PETROLEUM
FIBER OPTIC
UNVERIFIED
G
G
G
G
G
G
G
G
G
G
G
G
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
CONTRACT NO. 1 - BID SET - JULY 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
O P
T
IO
N
C O
N T
R A
C T
C O
N T
R A
C T
B A S
E
O P
T
IO
N
C O
N T
R A
C T
O P
T
IO
N
C O
N T
R A
C T
STA. 47+41.20
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C-100
C S
F R
E D
D O
G S
T A
U D
L S
S E
G M
E N
T C
A L
IG
N M
E N
T S
H E
E T
G B S
E G C
C -1
X X
X .d g n
-J
U L -2
M R
SHEET 46 OF 164
40'
SCALE:1"= 20'
0 20'
N
CAP LANE
S
T S
T R
E E
T
BO
UND
BRO
O
K
A (1
"R
C P
B (1
"R
C P ) A
(1 "R
C P
A (1
"R
C P
B (1
"R
C P
C (1
"R
C P
INV(A)=34.9
GR=36.6
CATBSN
INV(B)=34.2
INV(A)=34.3
GR=36.7
CATBSN
INV(C)=34.2
INV(B)=34.1
INV(A)=34.2
GR=36.8
CATBSN
MI
DDLE
SEX
COUNTY
BOROUGH
OF
MI
DDLE
SEX
BOUND BROOK
Curb
Curb
Curb
CPP AT END OF PIPEREPAIR-CHANGED TO *POSSIBLE PIPE
INV=31.6
15"CCP
FH
Brush
6100MX
61003MXB
W
FH
CB
CB
CB
S
G
61004MXB
61008MXB
E 494672.3 N 635383.1 Pipe
KNOWN EXPOSURE
INV(15"RCP) 33.8'
E 494892.6 N 635450.4 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
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
27+00 28+00
29+0
30+00 31+00
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
C SEGMENT C2 FLOODWALLL
SWALE SLOPE LIMITS
L
BEGIN FLOODWALL
STA. 28+83.00
COORDINATE TABLE
CONTRACTOR WORKING LIMITS
POINT NORTHING EASTING
1 635549.9266 494712.2400
3 635380.0198 494649.1640
4 635383.6440 494705.3750
5 635405.4814 494727.2124
6 635429.7593 494830.4202
7 635471.8243 494825.2284
8 635483.1182 494871.4046
E 494747.2152
N 635449.1404
(NOTE 3)
TEST PILE 2
E 494721.9220
N 635442.9541
(NOTE 3)
TEST PILE 1
45 635551.5016 494712.1844
46 635550.4422 494682.2031
47 635548.8570 494682.2591
48 635547.4824 494643.7332
49 635334.3835 494656.0287
50 635319.7198 494668.3460
51 635339.7792 494709.3593
52 635361.3017 494705.5112
LOCATED 1' BEHIND CURB
BETWEEN POINTS 1 AND 2
LIMITS ALONG CAP LANE
CONTRACTOR WORKING
C SWALE A (NOTE 4)
(NOTE 2)
ENTRANCE
CONSTRUCTION
STABILIZED
AND TYPICAL SECTIONS.
4. SEE GRADING PLANS FOR SWALE COORDINATES, ELEVATIONS
LOCATION TO BE DETERMINED BY COR.
OTHER IS FOR A TENSION TEST. SEE SPECIFICATIONS. FINAL
ONE PILE IS FOR A COMPRESSION TEST AND THE3.
SEE EROSION AND SEDIMENT CONTROL DRAWINGS FOR DETAILS2.
SEE STRUCTURAL DRAWINGS FOR DETAILS1.
NOTES:
(NOTE 2)
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C-101
A T
O S
T A
G S
T A
U D
E R
C L S
C S
F R
E D
D O
M A
T C
H L
IN
E S
T A S
H E
E T C -1
G E
N E
R A
L P
L A
N S
H E
E T
S E
G M
E N
T C
G B S
E G C
C -1
X X
X .d g n
-J
U L -2
BASE CONTRACT
SHEET IS IN
WORK ON THIS
M R
SHEET 47 OF 164
SCALE:1"= 20'
0 20'
BOROUGH RIGHT-OF-WAY
CONTRACTOR WORKING LIMITS
RIGHT-OF-WAY
PROPOSED
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
BOUND BROOK
CAP LANE
L
SWALE SLOPE LIMITS
.0
LC SEGMENT C2 FLOODWALL
COORDINATE TABLE
CONTRACTOR WORKING LIMITS
POINT NORTHING EASTING
9 635501.4842 495126.8828
10 635500.5733 495265.0451
(NOTE 3)
LOCATED 1' BEHIND CURB
BETWEEN POINTS 1 AND 2
LIMITS ALONG CAP LANE
CONTRACTOR WORKING
OPTIC LINE
VERIZON FIBER
FES
C4-1
AND TYPICAL SECTIONS.
4. SEE GRADING PLANS FOR SWALE COORDINATES, ELEVATIONS
STA 32+50. SEE STRUCTURAL DRAWINGS FOR DETAILS.
3. FIBER OPTIC CABLE CROSSES FLOODWALL AT APPROXIMATELY
2. SEE EROSION AND SEDIMENT CONTROL DRAWINGS FOR DETAILS.
1. SEE STRUCTURAL DRAWINGS FOR DETAILS.
NOTES:
(NOTE 2)
C SWALE A (NOTE 4)
MI
DDLE
SEX
COUNTY
BOROUGH
OF
MI
DDLE
SEX
Curb
Curb
Curb
Curb
Curb
B(8" DIP)
A (4 " D
IP
INV(B)=33.5
INV(A)=33.7
RIM=37.3
SNMHOL
A(8"
DIP)
INV(A)=34.2
RIM=37.7
SNMHOL
61000
61001 MXB
61112 MXB
CB
CB
W
S
S
60999 MXB
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
31+00 32+00 33+00
34+00
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-102
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
M A
T C
H L
IN
E S
T A S
H E
E T C -1
M A
T C
H L
IN
E S
T A S
H E
E T C -1
G E
N E
R A
L P
L A
N S
H E
E T
S E
G M
E N
T C
G B S
E G C
C -1
X X
X .d g n
-J
U L -2
BASE CONTRACT
SHEET IS IN
WORK ON THIS
M R
SHEET 48 OF 164
0 20'
NS
O
U T
H L
IN
C O
L N A
V E
N U
E
CAP LANE
MID
DLE
SEX
COUNTY
BOROUGH
OF
MID
DLE
SEX
C u r b
C
G C
G
C
G
C
G C
G
C
G
C
G
Curb
PIPE MARK-OUT
MCI/PETROLEUM
APPROX.
INV=38.3
15"CPP
MCI MARKER
(PER PLAN)
WATER LINE
UNVERIFIED
PER MARK-OUT
PIPE LOCATION
MCI/PETROLEUM
APPROX.
Brush
Brush
G
E60998 MXB
E61142 MXB
60997MXB
S
S
G
G
W
W
W
Brush
E 495716.2 N 635753.6 Pipe
KNOWN EXPOSURE
W
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
35+00 36+00
RIGHT-OF-WAY
PROPOSED
BOROUGH RIGHT-OF-WAY
RIGHT-OF-WAY
PROPOSED
C SEGMENT C2 FLOODWALLL
BOROUGH RIGHT-OF-WAY
B O
U N
D B
R O
O K
11 12
COORDINATE TABLE
CONTRACTOR WORKING LIMITS
POINT NORTHING EASTING
2 635598.5630 495354.6833
11 635512.3930 495365.1235
12 635521.3100 495440.6249
13 635529.6322 495511.0896
WORKING LIMITS
AND CONTRACTOR
PROPOSED RIGHT-OF-WAY
WORKING LIMITS
CONTRACTOR
LOCATED 1' BEHIND CURB
BETWEEN POINTS 1 AND 2
LIMITS ALONG CAP LANE
CONTRACTOR WORKING
WORKING LIMITS
CONTRACTOR
L
C2 FLOODWALL
C SEGMENT
RIGHT-OF-WAY
PROPOSED
ENTRANCE (NOTE 2)
STABILIZED CONSTRUCTION
WORKING LIMITS
CONTRACTOR
OPTIC LINE
VERIZON FIBER
67 635559.1918 495436.2073
68 635557.3164 495419.6606
69 635591.0798 495415.7023
70 635592.9575 495432.2697
(NOTE 3)
S T
A .3
OPTION 2
CONTRACT
CONTRACT
BASE
STA. 37+61.50
O P
T
IO
N
C O
N T
R A
C T
C O
N T
R A
C T
B A
S E
STA 37+30. SEE STRUCTURAL DRAWINGS FOR DETAILS
3. FIBER OPTIC CABLE CROSSES FLOODWALL AT APPROXIMATELY
FOR DETAILS.
2. SEE EROSION AND SEDIMENT CONTROL DRAWINGS
1. SEE STRUCTURAL DRAWINGS FOR DETAILS.
NOTES:
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-103
M
T C
H L
IN
E S
T A S
H E
E T C -1
S T
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
MATCH LINE STA. 38+00 SHEET C-104
G E
N E
R A
L P
L A
N S
H E
E T
S E
G M
E N
T C
G B S
E G C
C -1
X X
X .d g n
-J
U L -2
M R
P
SHEET 49 OF 164
OPTION 2
CONTRACT
CONTRACT AND
BOTH BASE
SHEET IS IN
WORK ON THIS
SCALE:1"= 20'
0 20'
SOUTH LINCOLN AVENUE
B O
U N
D B
R O
O K
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
SegC2-17-02
SegC2-17-03
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
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
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 636184.5356 495363.2831
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
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-104
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
M A
T C
H L
IN
E S
T A S
H E
E T C -1
M A
TC
H L
IN
E S
TA
. 4
2+ S
H E E T
C -1
G E
N E
R A
L P
L A
N S
H E
E T
S E
G M
E N
T C
-J
U L -2
G B S
E G C
C -1
X X
X .d g n
M R
P
SHEET 50 OF 164
OPTION 1
CONTRACT
CONTRACT AND
BOTH BASE
SCALE:1"= 20'
0 20'
DENTON PLACE
B O
U N
D B
R O
O K
MIDDLESEX COUNTY
BOROUGH OF MIDDLESEX
C&G
C&G
SegC1-17-16
SegC1-17-17
BrushBrush
SegC2-17-01
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
43+00 44+00 45+00
+0
47+00
14+00
+0
16+0016+2516+25
CONTRACTOR WORKING LIMITS
C SEGMENT C2 FLOODWALLL
RIGHT-OF-WAY
PROPOSED
RIGHT-OF-WAY
PROPOSED
LIMITS
CONTRACTOR WORKING
RIGHT-OF-WAY &
PROPOSED
CONTRACTOR WORKING LIMITS
RIGHT-OF-WAY &
PROPOSED
HW
C1-5
GI
C1-4
COORDINATE TABLE
CONTRACTOR WORKING LIMITS
POINT NORTHING EASTING
24 636309.1718 495797.5818
25 636361.7676 495816.3835
26 636378.0301 495816.8871
27 636436.8588 495837.9168
28 636322.2286 495747.9227
29 636475.1656 495730.0881
(T Y
P
.0
L
SWALE SLOPE LIMITS
(NOTE 1)
CULVERT C1
ENTRANCE (NOTE 2)
CONSTRUCTION
STABILIZED
57 495732.1658
58 636486.7877 495728.2413
59 636498.2977 495760.1853
60 636487.3686 495764.1767
636475.9094
(NOTE 3)
AND TYPICAL SECTIONS.
SEE GRADING PLANS FOR SWALE COORDINATES, ELEVATIONS4.
SEE CROSS SECTIONS FOR DETAILS.
AND BACKFILL WITH EMBANKMENT MATERIAL PER SPEC 31 00 00.
STA. 41+50 TO STA. 45+00 - EXCAVATE TO BOTTOM OF PILE CAP 3.
SEE EROSION AND SEDIMENT CONTROL DRAWINGS FOR DETAILS2.
SEE STRUCTURAL DRAWINGS FOR DETAILS1.
NOTES:
C SWALE C (NOTE 4)
(NOTE 2)
(NOTE 4)
SWALE E
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-105
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
M A
T C
H L
IN
E S
T A . 4
S
H E
E T C -1
M A
T C
H L
IN
E S
T A S
H E
E T C -1
G E
N E
R A
L P
L A
N S
H E
E T
S E
G M
E N
T C
-J
U L -2
G B S
E G C
C -1
X X
X .d g n
SHEET 51 OF 164
M R
P
OPTION 1
CONTRACT
SCALE:1"= 20'
0 20'
P A
R K
E R S
T R
E E
T
L E E D
R
IV
E
DENTON PLACE
PAVED FOOT PATH
A (15"R
C P
A (1 5"
R C P
B (18"R
C P
S
INV 18"RCP=35.6
INV(B)=36.4
INV(A)=36.3
GR=39.8
CATBSN
INV(B)=36.6
INV(A)=36.8
GR=39.8
CATBSN
INV(A)=37.2
GR=40.2
CATBSN INV(A)=36.8
GR=39.9
CATBSN
CONNECTION
PROBABLE U.G.
12"PVC=36.1
EL=37.5
TOP HDWL
INV(A)=38.2
GR=39.7
CATBSN
C u rb
C u rb
Curb
Cu rb
C u rb
C&G
C
G
C
G
Curb
Curb
C&G
C u rb
Cu rb
Curb
C u rb
B(1 "R
C P ) A
B (1
"R
C P
A (1
"R
C P
A (1
"R
C P
A( "R
CP)
G
G
CB
CB
CB
CB
CB
CB
W
W
61749MXB
61748 M
61666
61667 MX
S
S
18"CMP=35.2
Brush
Brush
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
+0
48+0 0 49+00
50+00
11+00
12+00 13+0
+0
RIGHT-OF-WAY
PROPOSED
C SEGMENT C2 FLOODWALLL
WORKING LIMITS
CONTRACTOR
BOUND BROOK
GI
C1-3
GI
C1-2
STA. 50+83.55
END SEGMENT C2 FLOODWALL
CONTRACTOR WORKING LIMITS
PROPOSED RIGHT-OF-WAY &
WORKING LIMITS
CONTRACTOR
RIGHT-OF-WAY
PROPOSED
C1-1
COORDINATE TABLE
CONTRACTOR WORKING LIMITS
POINT NORTHING EASTING
30 636481.4648 495871.9697
31 636560.3596 495960.0183
32 636579.2246 496000.3677
33 636581.5665 496017.1820
34 636609.6519 496077.2523
35 636609.6519 496104.5204
36 636579.3375 496196.1368
37 636623.4836 496210.7441
38 636656.1519 496112.0137
39 636656.1519 496066.9188
40 636618.9800 495987.4138
41 636641.6918 495981.7326
42 636617.4255 495884.7213
43 636561.2127 495898.7825
44 636518.4839 495851.0961
SLOPE LIMITS WORKING LIMITS
CONTRACTOR
EASEMENT AND
PERMANENT
(NOTE 2)
CONSTRUCTION ENTRANCE
STABILIZED
61 636538.2062 495873.1066
62 636553.5337 495890.2125
63 636582.4531 495893.4694
64 636579.8120 495882.9128
65 636612.8176 495874.7497
66 636615.4369 495885.2188
STORM SEWER
EXISTING
STORM SEWER
EXISTING
(NOTE 1)
CULVERT C1
LOCATED AT BACK OF CURB
STREET BETWEEN POINTS 61 AND 62
CORNER OF DENTON PLACE AND PARKER
CONTRACTOR WORKING LIMITS ALONG
S T
A . 4
.2
OPTION 2CONTRACT
OPTION 1CONTRACT
S T
A . 1
.0
C
U L
V E
R T C
OPTION 1CONTRACT
OPTION 2CONTRACT
71 636649.3713 496132.5060
72 636661.2671 496136.4422
73 636651.2015 496166.8625
74 636639.3057 496162.9264
AND TYPICAL SECTIONS.
SEE GRADING PLANS FOR SWALE COORDINATES, ELEVATIONS3.
SEE EROSION AND SEDIMENT CONTROL DRAWINGS FOR DETAILS2.
SEE STRUCTURAL DRAWINGS FOR DETAILS1.
NOTES:
(NOTE 3)
SWALE E
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-106
S
F R
E D
D O
C L S
G S
T A
U D
E R
M A
T C
H L
IN
E S
T A . 4
S
H E
E T C -1
G E
N E
R A
L P
L A
N S
H E
E T
S E
G M
E N
T C
-J
U L -2
G B S
E G C
C -1
X X
X .d g n
S T
A T
O S
T A .5
M R
P
SHEET 52 OF 164
OPTIONS 1 AND 2
CONTRACT
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
CONTRACT NO. 1 - BID SET - JULY 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
E X
R C
P I
N V
IN
E
L .2
R
IM
E
L .6
S T
A .1
G R
A T
E I
N L E
T
N O
T E
IN
V E
L .5
E X
R C
P I
N V E
L .2
R
IM
E
L .3
S T
A .7
G R
A T
E I
N L E
T
N O
T E
40'
SCALE:1"= 20'H
0 20' 10'
SCALE:1"= 5'V
0 5'
FINISHED GRADE
EXISTING GROUND
6'X2.5'
6'X3'
EXISTING STORM SEWER
8'X3'
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
HW
C1-5
GI
C1-4
15+00 16+00 16+50
3.0'
F .L E
L .0
R
IM
E
L .3
S T
A .0
G R
A T
E I
N L E
T
IN
V E
L .9
S T
A .2
C U
L V
E R
T C
E
N D
8'X3'
EXISTING GROUND
FINISHED GRADE
@ 0.14%
38.27'
@ 0.14%
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-201
S
F R
E D
D O
C L S
G S
T A
U D
E R
S E
G M
E N
T C
S T
O R
M S
E W
E R P
R O
F
IL
E S
H E
-J
U L -2
G B S
E G C
C -2
X X
X .d g n
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
C U
L V
E R
T C
P
R O
F
IL
E
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
P
SHEET 53 OF 164
OPTIONS 1 AND 2
CONTRACT
0 20 40 60 80 100-20-40-60-80-100-120-140-150
27+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
28+00.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
28+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
29+00.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
29+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
30+00.00
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
40'
HORIZ. SCALE:1"= 20'
0 20' 20'
VERT. SCALE:1"= 10'
0 10'
EXISTING GROUND
FINISHED GRADE
EL. 52.00
TOP OF FLOODWALL
EL. 52.00
TOP OF FLOODWALL
FINISHED GRADE
EXISTING GROUND
EL. 52.00
TOP OF FLOODWALL
FINISHED GRADE
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
FINISHED GRADE
FINISHED GRADE
RESTORE EXISTING GRADE FOLLOWING CONSTRUCTION*
PROTECTED SIDE (TYP.) FLOOD SIDE (TYP.)
EL. 34.20
EL. 34.21
EL. 34.23
EL. 34.25
EL. 34.27
*EL. 36.15
*EL. 35.82
*EL. 36.06
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-301
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
S E
G M
E N
T C
-J
U L -2
G B S
E G C
C -3
X X
X .d g n
BASE CONTRACT
SHEET IS IN
WORK ON THIS
C R
O S
S S
E C
T
IO
N S
H E
E T
M R
SHEET 54 OF 164
0 20 40 60 80 100-20-40-60-80-100-120-140-150
30+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
31+00.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
31+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
32+00.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
32+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
33+00.00
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
EXISTING GROUND
FINISHED GRADE
EL. 52.00
TOP OF FLOODWALL
20'
VERT. SCALE:1"= 10'
0 10'40'
HORIZ. SCALE:1"= 20'
0 20'
FINISHED GRADE
EXISTING GROUND
EL. 52.00
TOP OF FLOODWALL
FINISHED GRADE
EXISTING GROUND
EL. 52.00
TOP OF FLOODWALL
FINISHED GRADE
EXISTING GROUND
EL. 52.00
TOP OF FLOODWALL
FINISHED GRADE
EXISTING GROUND
EL. 52.00
TOP OF FLOODWALL
FINISHED GRADE
EXISTING GROUND
EL. 52.00
TOP OF FLOODWALL
RESTORE EXISTING GRADE FOLLOWING CONSTRUCTION*
PROTECTED SIDE (TYP.) FLOOD SIDE (TYP.)
EL. 34.38
EL. 34.49
EL. 34.59
EL. 34.68
EL. 34.78
EL. 34.89
*EL. 35.95
*EL. 35.97
*EL. 35.14 *EL. 35.35
*EL. 35.37
*EL. 35.93
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-302
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
S E
G M
E N
T C
-J
U L -2
G B S
E G C
C -3
X X
X .d g n
BASE CONTRACT
SHEET IS IN
WORK ON THIS
C R
O S
S S
E C
T
IO
N S
H E
E T
M R
SHEET OF 164SHEET 55 OF 164
0 20 40 60 80 100-20-40-60-80-100-120-140-150
33+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
34+00.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
34+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
35+00.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
35+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
36+00.00
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
40'
HORIZ. SCALE:1"= 20'
0 20' 20'
VERT. SCALE:1"= 10'
0 10'
EXISTING GROUND
FINISHED GRADE
EL. 52.00
TOP OF FLOODWALL
EL. 52.00
TOP OF FLOODWALL
EL. 52.00
TOP OF FLOODWALL
EL. 52.60
TOP OF FLOODWALL
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
RESTORE EXISTING GRADE FOLLOWING CONSTRUCTION*
PROTECTED SIDE (TYP.) FLOOD SIDE (TYP.)
NOT IN CONTRACT
NOT IN CONTRACTEL. 34.99
*EL. 34.96
*EL. 35.53
*EL. 35.88
*EL. 35.76
*EL. 39.63*EL. 39.71
*EL. 35.52
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-303
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
-J
U L -2
G B S
E G C
C -3
X X
X .d g n
BASE CONTRACT
SHEET IS IN
WORK ON THIS
C R
O S
S S
E C
T
IO
N S
H E
E T
M R
SHEET 56 OF 164
0 20 40 60 80 100-20-40-60-80-100-120-140-150
36+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
37+00.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
37+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
38+00.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
38+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
39+00.00
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
40'
HORIZ. SCALE:1"= 20'
0 20' 20'
VERT. SCALE:1"= 10'
0 10'
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
EL. 52.60
TOP OF FLOODWALL
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
EXISTING GROUND
RESTORE EXISTING GRADE FOLLOWING CONSTRUCTION*
PROTECTED SIDE (TYP.) FLOOD SIDE (TYP.)
*EL. 41.19 *EL. 41.33
*EL. 41.10
*EL. 40.98
*EL. 40.79
*EL. 38.42 *EL. 38.39
*EL. 41.15
*EL. 41.12
*EL. 41.15 *EL. 41.09
*EL. 41.04
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-304
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
S E
G M
E N
T C
-J
U L -2
G B S
E G C
C -3
X X
X .d g n
C R
O S
S S
E C
T
IO
N S
H E
E T
M R
P
SHEET 57 OF 164
AND CONTRACT OPTION 2
IN BOTH BASE CONTRACT
WORK ON THIS SHEET IS
0 20 40 60 80 100-20-40-60-80-100-120-140-150
39+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
40+00.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
40+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
41+00.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
41+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
42+00.00
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
EXISTING GROUND
FINISHED GRADE
EL. 52.60
TOP OF FLOODWALL
40'
HORIZ. SCALE:1"= 20'
0 20' 20'
VERT. SCALE:1"= 10'
0 10'
EL. 52.60
TOP OF FLOODWALL
FINISHED GRADE
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
FINISHED GRADE
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
FINISHED GRADE
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
FINISHED GRADE
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
FINISHED GRADE
EXISTING GROUND
RESTORE EXISTING GRADE FOLLOWING CONSTRUCTION*
PROTECTED SIDE (TYP.) FLOOD SIDE (TYP.)
(TYP.)
12'
SPEC 31 00 00 TO GRADE (TYP.)
EMBANKMENT MATERIAL PER
PILE CAP AND BACKFILL WITH
EXCAVATE TO BOTTOM OF
EL. 34.63
EL. 34.50
EL. 34.36
EL. 34.22
EL. 34.18
EL. 34.30
*EL. 38.55
*EL. 40.14
*EL. 40.31
*EL. 39.19
*EL. 39.24
*EL. 39.92
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-305
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
S E
G M
E N
T C
-J
U L -2
G B S
E G C
C -3
X X
X .d g n
C R
O S
S S
E C
T
IO
N S
H E
E T
M R
P
SHEET 58 OF 164
AND CONTRACT OPTION 1
IN BOTH BASE CONTRACT
WORK ON THIS SHEET IS
0 20 40 60 80 100-20-40-60-80-100-120-140-150
42+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
43+00.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
43+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
44+00.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
44+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
45+00.00
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
FINISHED GRADE
40'
HORIZ. SCALE:1"= 20'
0 20' 20'
VERT. SCALE:1"= 10'
0 10'
CULVERT C1
EL. 52.60
TOP OF FLOODWALL
EXISTING GROUND
FINISHED GRADE
EL. 52.60
TOP OF FLOODWALL
EXISTING GROUND
FINISHED GRADE
EL. 52.60
TOP OF FLOODWALL
EXISTING GROUND
FINISHED GRADE
EL. 52.60
TOP OF FLOODWALL
EXISTING GROUND
FINISHED GRADE
EL. 52.60
TOP OF FLOODWALL
EXISTING GROUND
FINISHED GRADE
RESTORE EXISTING GRADE FOLLOWING CONSTRUCTION*
PROTECTED SIDE (TYP.) FLOOD SIDE (TYP.)
(TYP.)
12'
SPEC 31 00 00 TO GRADE (TYP.)
EMBANKMENT MATERIAL PER
PILE CAP AND BACKFILL WITH
EXCAVATE TO BOTTOM OF
EL. 34.42
EL. 34.55
EL. 34.67
EL. 34.79
EL. 34.91
EL. 39.38
*EL. 38.61
*EL. 38.58
*EL. 38.67
*EL. 37.47
*EL. 37.14
*EL. 37.48
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-306
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
S E
G M
E N
T C
-J
U L -2
G B S
E G C
C -3
X X
X .d g n
C R
O S
S S
E C
T
IO
N S
H E
E T
M R
P
SHEET 59 OF 164
CONTRACT OPTION 1
0 20 40 60 80 100-20-40-60-80-100-120-140-150
45+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
46+00.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
46+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
47+00.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
47+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
48+00.00
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
EXISTING GROUND
FINISHED GRADE
40'
HORIZ. SCALE:1"= 20'
0 20' 20'
VERT. SCALE:1"= 10'
0 10'
CULVERT C1
CULVERT C1
CULVERT C1 CULVERT C1
CULVERT C1
CULVERT C1
FINISHED GRADE
EXISTING GROUND
FINISHED GRADE
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
EL. 52.60
TOP OF FLOODWALL
EL. 52.60
TOP OF FLOODWALL
FINISHED GRADE
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
FINISHED GRADE
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
FINISHED GRADE
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
RESTORE EXISTING GRADE FOLLOWING CONSTRUCTION*
PROTECTED SIDE (TYP.) FLOOD SIDE (TYP.)
EL. 39.56
EL. 39.49
EL. 39.41
EL. 39.81
EL. 39.71
EL. 39.64*EL. 40.46
*EL. 39.62
*EL. 40.22 *EL. 41.42
*EL. 41.43
*EL. 40.17
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-307
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
S E
G M
E N
T C
G B S
E G C
C -3
X X
X .d g n
-J
U L -2
C R
O S
S S
E C
T
IO
N S
H E
E T
SHEET 60 OF 164
M R
P
OPTIONS 1 AND 2
IS IN CONTRACT
WORK ON THIS SHEET
0 20 40 60 80 100-20-40-60-80-100-120-140-150
48+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
49+00.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
49+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
50+00.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
50+50.00
0 20 40 60 80 100-20-40-60-80-100-120-140-150
50+83.55
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
FINISHED GRADE
EXISTING GROUND
40'
HORIZ. SCALE:1"= 20'
0 20' 20'
VERT. SCALE:1"= 10'
0 10'
EL. 52.60
TOP OF FLOODWALL
CULVERT C1
CULVERT C1
CULVERT C1 CULVERT C1
CULVERT C1
CULVERT C1
EL. 52.60
TOP OF FLOODWALL
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
EXISTING GROUND
EL. 52.60
TOP OF FLOODWALL
EXISTING GROUND
FINISHED GRADE
FINISHED GRADE FINISHED GRADE
FINISHED GRADE
RESTORE EXISTING GRADE FOLLOWING CONSTRUCTION*
PROTECTED SIDE (TYP.) FLOOD SIDE (TYP.)
EL. 39.42
EL. 39.37
EL. 39.61
EL. 39.48
EL. 39.54
*EL. 41.61
*EL. 41.32
*EL. 39.70
*EL. 39.00*EL. 39.20
*EL. 39.52
*EL. 38.77
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-308
S
F R
E D
D O
C L S
G S
T A
U D
E R
S E
G M
E N
T C
-J
U L -2
G B S
E G C
C -3
X X
X .d g n
C R
O S
S S
E C
T
IO
N S
H E
E T
S T
A T
O S
T A .5
SHEET 61 OF 164
M R
P
CONTRACT OPTION 2
0 20'
N
CAP LANE
X X X X X X X X X
BLOCK 231
LOT 48
B L
O C
K
L O
T
BLOCK 238
LOT 3
BLOCK 250
LOT 1
BLOCK 251
LOT 1
A (1
"R
C P
B (1
"R
C P ) A
(1 "R
C P
A (1
"R
C P
B (1
"R
C P
C (1
"R
C P
INV(A)=34.9
GR=36.6
CATBSN
INV(B)=34.2
INV(A)=34.3
GR=36.7
CATBSN
INV(C)=34.2
INV(B)=34.1
INV(A)=34.2
GR=36.8
CATBSN
MI
DDLE
SEX
COUNTY
BOROUGH
OF
MI
DDLE
SEX
BOUND BROOK
Curb
Curb
Curb
CPP AT END OF PIPEREPAIR-CHANGED TO *POSSIBLE PIPE
INV=31.6
15"CCP
FH
Brush
6100MX
61003MXB
W
FH
CB
CB
CB
S
G
61004MXB
61008MXB
E 494672.3 N 635383.1 Pipe
KNOWN EXPOSURE
INV(15"RCP) 33.8'
E 494892.6 N 635450.4 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
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
27+00 28+00
29+0
30+00 31+00
X
X
X
X
X
BOROUGH RIGHT-OF-WAY
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
C SEGMENT C2 FLOODWALLL
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
KEY
SEE NOTE 4
EXISTING STORM SEWER
FENCE REMOVAL
TREES TO BE REMOVED
PAVEMENT REMOVAL
NOT USED.8.
DO NOT DISTURB7.
NOT USED.6.
BEFORE EXCAVATING.
FIBER OPTIC CABLE IS CONTAINED IN A 6" STEEL PIPE CONDUIT. LOCATE CONDUIT5.
NEW CONSTRUCTION.
BACKFILLED. LIMITS OF THE REMOVAL ARE DETERMINED BY THE LOCATION OF THE
MARKED ON THE PLAN, AS SHOWN IN THE KEY BELOW, ARE TO BE REMOVED AND
EXISTING STORM SEWERS AND ASSOCIATED MANHOLES OR OTHER STRUCTURES 4.
COST TO THE GOVERNMENT.
THE CONTRACTOR SHALL REPAIR OR REPLACE AS DIRECTED BY THE COR AT NO
(THAT ARE TO REMAIN IN PLACE) IS THE RESPONSIBILITY OF THE CONTRACTOR.
3. ANY DAMAGE TO EXISTING OR SURROUNDING CURBS, SIDEWALKS OR ROADWAYS
TREES TO BE REMOVED.2.
ITEM TO BE REMOVED, REPLACED OR RELOCATED AS DIRECTED BY THE COR.1.
NOTES:
POWER POLE AND GUY WIRE (NOTE 7)
(NOTE 2)
REMOVED (TYP.)
WORKING LIMITS TO BE
TREES WITHIN CONTRACTOR
TO BE RELOCATED (NOTE 5)
MCI/VERIZON FIBER LINE
POWER POLE AND GUY WIRE (NOTE 7)
(NOTE 1)
BENCH
SIDEWALK REMOVAL
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
A T
O S
T A
G S
T A
U D
E R
C L S
C S
F R
E D
D O
M A
T C
H L
IN
E S
T A S
H E
E T C
D -1
CD-101
D E
M O
L
IT
IO
N P
L A
N S
H E
E T
S E
G M
E N
T C
-J
U L -2
G B S
E G C
C D -1
X X
X .d g n
BASE CONTRACT
SHEET IS IN
WORK ON THIS
SHEET 62 OF 164
M
SCALE:1"= 20'
0 20'
BOROUGH RIGHT-OF-WAY
CONTRACTOR WORKING LIMITS
RIGHT-OF-WAY
PROPOSED
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
BOUND BROOK
CAP LANE
KEY
SEE NOTE 4
EXISTING STORM SEWER
FENCE REMOVAL
TREES TO BE REMOVED
PAVEMENT REMOVAL
X X X X X X X X X
LC SEGMENT C2 FLOODWALL
NOT USED.8.
DO NOT DISTURB7.
NOT USED.6.
BEFORE EXCAVATING.
FIBER OPTIC CABLE IS CONTAINED IN A 6" STEEL PIPE CONDUIT. LOCATE CONDUIT 5.
THE REMOVAL ARE DETERMINED BY THE LOCATION OF THE NEW CONSTRUCTION.
THE PLAN, AS SHOWN IN THE KEY BELOW, ARE TO BE REMOVED AND BACKFILLED. LIMITS OF
EXISTING STORM SEWERS AND ASSOCIATED MANHOLES OR OTHER STRUCTURES MARKED ON 4.
REPAIR OR REPLACE AS DIRECTED BY THE COR AT NO COST TO THE GOVERNMENT.
TO REMAIN IN PLACE) IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL
3. ANY DAMAGE TO EXISTING OR SURROUNDING CURBS, SIDEWALKS OR ROADWAYS (THAT ARE
TREES TO BE REMOVED.2.
ITEM TO BE REMOVED, REPLACED OR RELOCATED AS DIRECTED BY THE COR.1.
NOTES:
POWER POLE AND GUY WIRE (NOTE 7)
TO BE RELOCATED (NOTE 5)
MCI/VERIZON FIBER LINE
STORM SEWER PIPE (NOTE 4)
REMOVE EXISTING 15"
(NOTE 2)
REMOVED (TYP.)
WORKING LIMITS TO BE
TREES WITHIN CONTRACTOR
BLOCK
LOT 1
BLOCK 245
LOT 17
BLOCK 245
LOT 16
L O
T
B
L O
C K
LOT 1
BLOCK
L O
T
B
L O
C K
BLOCK 251
LOT 1 BLOCK 250
LOT 1
SIDEWALK REMOVAL
INV(A)=34.9
GR=37.0
CATBSN
INV(B)=34.5
INV(A)=34.6
GR=36.8
CATBSN
MI
DDLE
SEX
COUNTY
BOROUGH
OF
MI
DDLE
SEX
CAP LANE
CAP LANE
BOUND BROOK
Curb
Curb
Curb
Curb
Curb
A (1
"R
C P
B (1
"R
C P
A (1
"R
C P
CPP AT END OF PIPEREPAIR-CHANGED TO *POSSIBLE PIPE
INV=31.6
15"CCP
61000
61001 MXB
61112 MXB
CB
CB
W
S
S
60999 MXB
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
31+00 32+00 33+00
34+00
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
M A
T C
H L
IN
E S
T A S
H E
E T C
D -1
M A
T C
H L
IN
E S
T A S
H E
E T C
D -1
D E
M O
L
IT
IO
N P
L A
N S
H E
E T
CD-102
S E
G M
E N
T C
-J
U L -2
G B S
E G C
C D -1
X X
X .d g n
BASE CONTRACT
SHEET IS IN
WORK ON THIS
M
0 20'
N
S O
U T
H L
IN
C O
L N A
V E
N U
E
CAP LANE
X X X X X X X X X
BLOCK 246
LOT 2
BLOCK 247
LOT 1
BLOCK 247
LOT 17
LOT 9BLOCK 2
BLOCK 244
LOT 15
BLOCK 244
LOT 13
BLOCK 244
LOT 14
BLOCK 2
LOT 1
BLOCK 250
LOT 1
MID
DLE
SEX
COUNTY
BOROUGH
OF
MID
DLE
SEX
C u r b
C
G C
G
C
G
C
G C
G
C
G
C
G
Curb
PIPE MARK-OUT
MCI/PETROLEUM
APPROX.
MCI MARKER
(PER PLAN)
WATER LINE
UNVERIFIED
PER MARK-OUT
PIPE LOCATION
MCI/PETROLEUM
APPROX.
Brush
G
E60998 MXB
E61142 MXB
60997MXB
S
S
G
G
W
W
W
E 495716.2 N 635753.6 Pipe
KNOWN EXPOSURE
W
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
35+00 36+00
X
X
X
X
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
BOROUGH RIGHT-OF-WAY
RIGHT-OF-WAY
PROPOSED
C SEGMENT C2 FLOODWALLL
BOROUGH RIGHT-OF-WAY
CONTRACTOR WORKING LIMITS
B O
U N
D B
R O
O K
MATCH LINE STA. 38+00SHEET X-108
KEY
SEE NOTE 4
EXISTING STORM SEWER
FENCE REMOVAL
TREES TO BE REMOVED
PAVEMENT REMOVAL
SIDEWALK REMOVAL
TO BE RELOCATED (NOTE 5)
MCI/VERIZON FIBER LINE(NOTE 8)
(NOTE 8)
WORKING LIMITS
AND CONTRACTOR
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
SEE NOTE 8
SEE NOTE 8
SEE NOTE 8
CONTRACT.
BE REMOVED BY OTHERS UNDER SEPARATE
LOTS 13, 14 AND 15 OF BLOCK 244 ARE TO
LANDSCAPING AND APPURTENANCES ON
ALL STRUCTURES, PAVEMENT, TREES, 8.
DO NOT DISTURB7.
NOT USED. 6.
EXCAVATING.
PIPE CONDUIT. LOCATE CONDUIT BEFORE
FIBER OPTIC CABLE IS CONTAINED IN A 6" STEEL5.
OF THE NEW CONSTRUCTION.
REMOVAL ARE DETERMINED BY THE LOCATION
REMOVED AND BACKFILLED. LIMITS OF THE
SHOWN IN THE KEY BELOW, ARE TO BE
STRUCTURES MARKED ON THE PLAN, AS
AND ASSOCIATED MANHOLES OR OTHER
EXISTING STORM SEWERS4.
THE COR AT NO COST TO THE GOVERNMENT.
SHALL REPAIR OR REPLACE AS DIRECTED BY
OF THE CONTRACTOR. THE CONTRACTOR
TO REMAIN IN PLACE) IS THE RESPONSIBILITY
CURBS, SIDEWALKS OR ROADWAYS (THAT ARE
3. ANY DAMAGE TO EXISTING OR SURROUNDING
TREES TO BE REMOVED.2.
RELOCATED AS DIRECTED BY THE COR.
ITEM TO BE REMOVED, REPLACED OR1.
NOTES:
S T
A .3
CONTRACT
BASE
OPTION 2
CONTRACT
O P
T
IO
N
C O
N T
R A
C T
C O
N T
R A
C T
B A
S E
STA. 37+61.50
REMOVED (TYP.) (NOTE 2)
WORKING LIMITS TO BE
TREES WITHIN CONTRACTOR
WORKING LIMITS
AND CONTRACTOR
RIGHT-OF-WAY
PROPOSED
T C
H L
IN
E S
T A S
H E
E T C
D -1
S T
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
MATCH LINE STA. 38+00 SHEET CD-104
CD-103
D E
M O
L
IT
IO
N P
L A
N S
H E
E T
S E
G M
E N
T C
G B S
E G C
C D -1
X X
X .d g n
-J
U L -2
SHEET 64 OF 164
M R
P
OPTION 2
CONTRACT
CONTRACT AND
BOTH BASE
SCALE:1"= 20'
0 20'
SOUTH LINCOLN AVENUE
B O
U N
D B
R O
O K
X X X X X X X X X
BLOCK 244
LOT 11
LOT 12
BLOCK 244
BLOCK 244
LOT 10
BLOCK 244
LOT 9
B L
O C
K
L O
T
BLOCK 246
LOT 2
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
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
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
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
KEY
SEE NOTE 4
EXISTING STORM SEWER
FENCE REMOVAL
TREES TO BE REMOVED
PAVEMENT REMOVAL
LIMITS
& CONTRACTOR WORKING
PROPOSED RIGHT-OF-WAY
WORKING LIMITS
CONTRACTOR
B A S E C
O N
TR
A C T
S
TA
1+
.4
(NOTE 5)
TO BE RELOCATED
MCI/VERIZON FIBER LINE
REMOVED (NOTE 4)
AND CATCH BASIN TO BE
EXISTING STORM SEWER
(NOTE 8)
(NOTE 8) (NOTE 8)
(NOTE 8)
(NOTE 8)
(NOTE 8)
(NOTE 8)
(NOTE 7)
SIDEWALK REMOVAL
SEPARATE CONTRACT.
BLOCK 244 ARE TO BE REMOVED BY OTHERS UNDER
AND APPURTENANCES ON LOTS 9, 10, 11 AND 12 OF
ALL STRUCTURES, PAVEMENT, TREES, LANDSCAPING8.
DO NOT DISTURB7.
NOT USED.6.
EXCAVATING.
PIPE CONDUIT. LOCATE CONDUIT BEFORE
FIBER OPTIC CABLE IS CONTAINED IN A 6" STEEL5.
THE LOCATION OF THE NEW CONSTRUCTION.
LIMITS OF THE REMOVAL ARE DETERMINED BY
ARE TO BE REMOVED AND BACKFILLED.
ON THE PLAN, AS SHOWN IN THE KEY BELOW,
MANHOLES OR OTHER STRUCTURES MARKED
EXISTING STORM SEWERS AND ASSOCIATED4.
THE COR AT NO COST TO THE GOVERNMENT.
SHALL REPAIR OR REPLACE AS DIRECTED BY
OF THE CONTRACTOR. THE CONTRACTOR
TO REMAIN IN PLACE) IS THE RESPONSIBILITY
CURBS, SIDEWALKS OR ROADWAYS (THAT ARE
3. ANY DAMAGE TO EXISTING OR SURROUNDING
TREES TO BE REMOVED.2.
RELOCATED AS DIRECTED BY THE COR.
ITEM TO BE REMOVED, REPLACED OR1.
NOTES:
SEE NOTE 8
SEE NOTE 8
SEE NOTE 8
SEE NOTE 8
(NOTE 7)
C O
N
TR
A C T
O P
TI
O N
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
M A
T C
H L
IN
E S
T A S
H E
E T C
D -1
M A
TC
H L
IN
E S
TA
. 4
2+ S
H E E T
C D -1
CD-104
D E
M O
L
IT
IO
N P
L A
N S
H E
E T
S E
G M
E N
T C
-J
U L -2
G B S
E G C
C D -1
X X
X .d g n
M R
P
SHEET 65 OF 164
OPTION 1
CONTRACT
CONTRACT AND
BOTH BASE
SCALE:1"= 20'
0 20'
DENTON PLACE
B O
U N
D B
R O
O K
X X X X X X X X X
BLOCK 244
LOT 5 BLOCK 244
LOT 4
BLOCK 244
LOT 9
BLOCK 244
LOT 10
BLOCK 244
LOT 3
BLOCK 244
LOT 1
BLOCK 246
LOT 2
MIDDLESEX COUNTY
BOROUGH OF MIDDLESEX
D-4 C&G
C&G
BrushBrush
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
43+00 44+00 45+00
+0
47+00
CONTRACTOR WORKING LIMITS
C SEGMENT C2 FLOODWALLL
RIGHT-OF-WAY
PROPOSED
RIGHT-OF-WAY
PROPOSED
LIMITS
CONTRACTOR WORKING
RIGHT-OF-WAY &
PROPOSED
CONTRACTOR WORKING LIMITS
PROPOSED RIGHT-OF-WAY &
KEY
SEE NOTE 4
EXISTING STORM SEWER
FENCE REMOVAL
TREES TO BE REMOVED
PAVEMENT REMOVAL
WORKING LIMITS
CONTRACTOR
(NOTE 8)
(NOTE 8)
(NOTE 8)
SIDEWALK REMOVAL
WORKING LIMITS
CONTRACTOR
CONTRACT.
BE REMOVED BY OTHERS UNDER SEPARATE
LOTS 1, 9 AND 10 OF BLOCK 244 ARE TO
LANDSCAPING AND APPRUTENANCES ON
ALL STRUCTURES, PAVEMENT, TREES,8.
DO NOT DISTURB7.
NOT USED.6.
EXCAVATING.
PIPE CONDUIT. LOCATE CONDUIT BEFORE
FIBER OPTIC CABLE IS CONTAINED IN A 6" STEEL5.
OF THE NEW CONSTRUCTION.
REMOVAL ARE DETERMINED BY THE LOCATION
REMOVED AND BACKFILLED. LIMITS OF THE
SHOWN IN THE KEY BELOW, ARE TO BE
STRUCTURES MARKED ON THE PLAN, AS
AND ASSOCIATED MANHOLES OR OTHER
EXISTING STORM SEWERS4.
THE COR AT NO COST TO THE GOVERNMENT.
SHALL REPAIR OR REPLACE AS DIRECTED BY
OF THE CONTRACTOR. THE CONTRACTOR
TO REMAIN IN PLACE) IS THE RESPONSIBILITY
CURBS, SIDEWALKS OR ROADWAYS (THAT ARE
3. ANY DAMAGE TO EXISTING OR SURROUNDING
TREES TO BE REMOVED.2.
RELOCATED AS DIRECTED BY THE COR.
ITEM TO BE REMOVED, REPLACED OR1.
NOTES:
SEE NOTE 8
SEE NOTE 8
SEE NOTE 8
(NOTE 7)
(NOTE 7)
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
M A
T C
H L
IN
E S
T A . 4
S
H E
E T C
D -1
M A
T C
H L
IN
E S
T A S
H E
E T C
D -1
CD-105
D E
M O
L
IT
IO
N P
L A
N S
H E
E T
S E
G M
E N
T C
G B S
E G C
C D -1
X X
X .d g n
-J
U L -2
SHEET 66 OF 164
M R
P
OPTION 1
CONTRACT
SCALE:1"= 20'
0 20'
P A
R K
E R S
T R
E E
T
L E E D
R
IV
E
DENTON PLACE
PAVED FOOT PATH
X X X X X X X X X
BLOCK 241
LOT 7
BLOCK 244
LOT 1
BLOCK 239
LOT 21
BLOCK 239
LOT 26
BLOCK 239
LOT 36
BLOCK 239
LOT 35
BLOCK 239.01
LOT 10
BLOCK 239.01
LOT 9
LOT 34
BLOCK 239
LOT 33
BLOCK 239
BLOCK 239
LOT 32
BLOCK 246
LOT 2
A (15"R
C P
A (1 5"
R C P
B (18"R
C P
S
INV 18"RCP=35.6
INV(B)=36.4
INV(A)=36.3
GR=39.8
CATBSN
INV(B)=36.6
INV(A)=36.8
GR=39.8
CATBSN
INV(A)=37.2
GR=40.2
CATBSN INV(A)=36.8
GR=39.9
CATBSN
CONNECTION
PROBABLE U.G.
12"PVC=36.1
EL=37.5
TOP HDWL
INV(A)=38.2
GR=39.7
CATBSN
C u rb
C u rb
Curb
Cu rb
C u rb
C&G
C
G
C
G
Curb
Curb
C&G
C u rb
Cu rb
Curb
C u rb
B(1 "R
C P ) A
B (1
"R
C P
A (1
"R
C P
A (1
"R
C P
A( "R
CP)
G
G
CB
CB
CB
CB
CB
CB
W
W
61749MXB
61748 M
61666
61667 MX
S
S
18"CMP=35.2
Brush
Brush
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
CONTRACT NO. 1 - BID SET - JULY 2018
J A
C O
B S
+0
48+0 0 49+00
50+00
X
X X X X X
XX
X X X X X X X X X X
X X X X X X X X X X X
X X X X X X
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
C SEGMENT C2 FLOODWALLL
WORKING LIMITS
CONTRACTOR
BOUND BROOK
KEY
SEE NOTE 4
EXISTING STORM SEWER
FENCE REMOVAL
TREES TO BE REMOVED
PAVEMENT REMOVAL
CONTRACTOR WORKING LIMITS
PROPOSED RIGHT-OF-WAY AND
CONTRACTOR WORKING LIMITS
PROPOSED RIGHT-OF-WAY AND
WORKING LIMITS
AND CONTRACTOR
PERMANENT EASEMENT
(NOTE 4)
SEWER TO BE REMOVED
EXISTING STORM
(NOTE 8)
(NOTE 8)
(NOTE 2)
REMOVED (TYP)
WORKING LIMITS TO BE
TREES WITHIN CONTRACTOR
(NOTE 1)
REMOVED (NOTE 1)
FENCE TO BE
CONTRACTOR WORKING LIMITS
PROPOSED RIGHT-OF-WAY AND
WORKING LIMITS
CONTRACTOR
REMOVED (NOTE 1)
SHED TO BE
PAVEMENT AND
TO BE REMOVED (NOTE 1)
POOL, PAD AND DECK
REMOVED (NOTE 1)
SHED TO BE
PAVEMENT AND
SIDEWALK REMOVAL
FENCE TO BE REMOVED
UNDER SEPARATE CONTRACT.
LOT 1 OF BLOCK 244 ARE TO BE REMOVED BY OTHERS
AND APPRUTENANCES ON LOT 26 OF BLOCK 239 AND
ALL STRUCTURES, PAVEMENT, TREES, LANDSCAPING8.
DO NOT DISTURB7.
NOT USED.6.
EXCAVATING.
PIPE CONDUIT. LOCATE CONDUIT BEFORE
FIBER OPTIC CABLE IS CONTAINED IN A 6" STEEL5.
MINED BY THE LOCATION OF THE NEW CONSTRUCTION.
REMOVAL OR ABANDONMENT ARE DETER-
REMOVED AND BACKFILLED. LIMITS OF THE
PLAN, AS SHOWN IN THE KEY BELOW, ARE TO BE
MANHOLES OR OTHER STRUCTURES…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.