Green Brook Segment R2 Plans.pdf
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TOPOGRAPHIC SURVEY
THRU
TOPOGRAPHIC SURVEY
THRU
TITLE
INDEX TO DRAWINGS
SHEET
NO.
SHEET
IDENTIFIER
S E
G M
E N
T R
IN
D
E X
G-001
V-101
THRU
V-119
TITLE
INDEX TO DRAWINGS
SHEET
NO.
SHEET
IDENTIFIER
TITLESHEET
NO.
SHEET
IDENTIFIER
INDEX TO DRAWINGS - PUMP STATION
G-001
G-101
CS-401
CG-101
CG-102
CG-103
CG-104
CG-105
CG-201
CG-202
CG-301
CG-302
CG-303
CG-304
C-501
C-502
C-503
C-504
C-505
C-506
C-507
C-508
C-509
CE-001
CE-101
CE-102
CE-103
CE-104
CE-105
CE-501
S-401
S-402
S-403
S-501
LP-101
LP-102
LP-103
LP-104
LP-105
B-601
B-602
B-603
B-604
VH-601
VH-602
Architectural
GENERATOR BUILDING ABBREVIATIONS AND DETAILS
GENERATOR BUILDING FLOOR, ROOF & REFLECTED CEILING PLANS
GENERATOR BUILDING ELEVATIONS
GENERATOR BUILDING ELEVATIONS
GENERATOR BUILDING SECTIONS
GENERATOR BUILDING SECTIONS
GENERATOR BUILDING SECTIONS
ENLARGED TOILET FLOOR PLAN AND DETAILS
GENERATOR BUILDING WALL SECTIONS / DETAILS
GENERATOR BUILDING WALL SECTIONS / DETAILS
GENERATOR BUILDING MISCELLANEOUS DETAILS
GENERATOR BUILDING MISCELLANEOUS DETAILS
GENERATOR BUILDING SCHEDULES & DETAILS
Civil
PUMP STATION RL-1 SITE PLAN
PUMP STATION RL-1 PLAN
PUMP STATION RL-1 SECTIONS NO. 1
PUMP STATION RL-1 SECTIONS NO. 2
PUMP STATION RL-1 SECTIONS NO. 3
PUMP STATION RL-1 BAR SCREEN DETAILS
TRASH RACK DETAILS
PUMP STATION OUTLET STRUCTURE AND JUNCTION CHAMBER DETAILS
OUTLET STRUCTURE NO. 19 DETAILS
Structural
GENERATOR BUILDING NOTES AND MASONRY DETAILS
GENERATOR BUILDING FOUNDATION PLAN
GENERATOR BUILDING ROOF FRAMING PLAN AND TYPICAL DETAILS
Electrical
PUMP STATION RL-1 ELECTRICAL NOTES, SYMBOLS & ABBREVIATIONS
PUMP STATION RL-1 LIGHTING PLAN
PUMP STATION RL-1 POWER PLAN
PUMP STATION RL-1 ELECTRICAL SITE PLAN
PUMP STATION RL-1 ELECTRICAL DETAILS SHEET I
PUMP STATION RL-1 ELECTRICAL DETAILS SHEET II
PUMP STATION RL-1 ELECTRICAL DETAILS SHEET III
PUMP STATION RL-1 ELECTRICAL ONE-LINE DIAGRAM
SLUICE GATE ELECTRICAL PLAN & DRAINAGE STRUCTURES
Mechanical
MECHANICAL / PLUMBING LEGEND GENERAL NOTES, & ABBREVIATIONS
PUMP STATION RL-1 MECHANICAL PLAN
PUMP STATION RL-1 MECHANICAL DETAILS-1
PUMP STATION RL-1 MECHANICAL DETAILS-2
PUMP STATION RL-1 PLUMBING PLAN
G-002
A-101
A-201
A-202
A-301
A-302
A-303
A-401
A-501
A-502
A-503
A-504
A-601
CS-101
CS-102
C-301
C-302
C-303
C-510
C-511
C-512
C-513
S-001
S-101
S-102
E-0001
E-101
E-102
E-401
E-501
E-502
E-503
E-601
E-602
M-001
M-100
M-500
M-501
P-100
GREEN BROOK SUB-BASIN OF THE RARITAN RIVER
BOROUGH OF BOUND BROOK, NEW JERSEY
SEGMENT R-2
Index
General Plan
Alignment Data Sheet 1
Plan Sta. 34+00R to Sta. 39+41.83R
Plan Sta. 39+41.83R to Sta. 50+40.97R
Plan Sta. 50+40.97R to Sta. 61+16.39R
Plan Sta. 61+16.39R to Sta. 71+42.86R
Plan Sta. 71+42.86R to Sta. 79+57.83R
Profile Sta. 34+00R to Sta. 60+00R
Profile Sta. 60+00R to Sta. 79+57.83R
Cross Sections Sta.34+00R to 43+00R
Cross Sections Sta. 44+00R to 55+00R
Cross Sections Sta. 56+00R to 65+00R
Cross Sections Sta. 66+00R to 79+50R
Drainage Structure No. 14
Drainage Structure No. 15
Drainage Structure No. 16 & 17
Drainage Structure No. 18
Miscellaneous Details No. 1
Miscellaneous Details No. 2
NOT USED
New Jersey DOT Manhole Details
Cellular Confinement System Details
Erosion and Sedimentation Control Notes
Erosion Control Plan Sta. 34+00 to Sta. 39+41.83
Erosion Control Plan Sta. 39+41.83 to Sta. 50+40.97
Erosion Control Plan Sta. 50+40.97 to Sta. 61+16.39
Erosion Control Plan Sta. 61+16.39 to Sta. 71+42.86
Erosion Control Plan Sta. 71+42.86 to Sta. 79+57.83
Erosion and Sedimentation Control Details
FLOODWALL - 5 SCALE PLAN NO. 1
FLOODWALL - 5 SCALE PLAN NO. 2
FLOODWALL - 5 SCALE PLAN NO. 3
FLOODWALL DETAILS
Planting Plan Sta. 34+00 to Sta. 39+41.83
Planting Plan Sta. 39+41.83 to Sta. 50+40.97
Planting Plan Sta. 50+40.97 to Sta. 61+16.39
Planting Plan Sta. 61+16.39 to Sta. 71+42.86
Planting Plan Sta. 71+42.86 to Sta. 79+57.83
Subsurface Exploration 1
Subsurface Exploration 2
Subsurface Exploration 3
Subsurface Exploration 4
Hydrologic Data - Raritan River downstream of Middlebrook
Hydrologic Data - Middlebrook at Mouth
F il e n a m e
S fi le ro o m
\c i
P lo t d a te
-A
P R
-2
:5
P lo t b y e e n d n a s
.0
:1
.0
S c a le
D e s c ri p ti o n
D a te
S y m b o l
A p p r.
S f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t
R l m
R g
I N
D d g n e e n d n a s
S u b m i t t e d b y
A
P R
P l o t
D a t e
U
.S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C
O R
P S
O F
E N
G I N
E E
R
N
E W
Y O
R K
N
E W
Y O
K
D s ig n e d b y w n b k d b u b m it te d b a te iz e
R e v ra w in g f il e n o w in g c o d v ie w e d b
8 7 6 5 4 3 2 0
A
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
B O
U N
D B
R O
O K
N
E W
J E
R S
E Y
X X
X
X X
X G
R E
E N
B R
O O
K S
U B
-B A
S
IN
O F
T H
E R
A R
IT
A
N R
IV
E
X-000
H E
I T
L
N
P
O
V I D
Sheet of 84
G R
E E
N B
R O
O K
F L
O O
D D
A M
A G
E R
E D
U C
T
IO
N P
R O
J E
C T
M a rc h
E
E
N 628000
N 629000
N 630000
N 631000
N 630000
PLAN
H A
R D
Y A
V E
L A
M O
N T
E A
V E
R O
M N
E Y
A V
E
F I S
H E
R A
V E
V O
S S
E L
E R
A V
E
V A
N K
U E
R N
A V
E
N O
R T
H A
V E
E
0 E 2034000
VICINITY PLAN
02500 2500 5000
SCALE IN FEET
30 0 6030
SCALE IN MILES
LOCATION PLAN
Sheet C -101
Sheet C-102
Sheet C -103
Sheet C-104
Sheet C-105
S E
G M
E N
T R
G E
N E
R A
L P
L A
N
N 629000
N 628000
G-101
A V
E
R A
R
IT
A N
R
IV
E R
SOMERSET COUNTY
I 2
I-287 N.B.
I-287 S.B.
R T
E
E
.B
RTE 22 W
.B.
PL
U
C K
E M
IN
BRIDGEW
ATER TW
P.
G R
E E
N B
R O
O K
AMBROSE
BROOK
B R
O O
K
M
ID
D
LE
525 22
BROOK
V
O
SSELLER
BOROUGH OF
SOUTH BOUND
BROOK
BOROUGH OF BOUND BROOK
Long Is land Sound
Cape
Cod
Bay
Block I S ound
Nantucket Sound
Montauk
Point
Long Is land
N E W Y O R K
MASSACHUSETTS
CONNECTICUT
P E
N N
S Y
L V
A N
IA
D E
L A
W A
R E
R H
O D
E I
S L
NEW
JERSEY
H u d s n
D e la w e a r
R i v e r
1.
2.
3.
4.
5.
6.
7.
GENERAL NOTES:
Topographic Mapping was compiled by Aerial Methods from photographs dated 3-28-86 and field survey from 1991 with additional field survey and edits in 1996, 1997 and 2004. See Topographic Survey Sheets 1 through 7.
The grid system is referenced to New Jersey Plane Coordinate
System (NAD 1927).
The vertical Datum is referenced to the National Geodetic
Vertical Datum (NGVD of 1929).
Existing utilities shall be protected by the contractor during construction.
All cross sections are shown looking toward increasing stations unless otherwise indicated.
All exposed concrete corners shall be chamfered one inch unless otherwise noted.
Clear within work limits, except as noted. Clearing will be kept to a minimum within private yards.
SCALE: 1’’= 150’-0"
0 150’
150’
50’
100’
THIS PROJECT
LEVEE
(BASIC CONTRACT)
PUMP STATION
(BASIC CONTRACT)
FLOODWALL
(BID OPTION #1)
LEVEE
(BID OPTION #1)
F il e n a m e
S fi le ro o m
\c i
P lo t d a te
-A
P R
-2
:0
P lo t b y e e n d n a s
.0
:1
.0
S c a le
D e s c ri p ti o n
D a te
S y m b o l
A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t R l m
R g g p s c a l e d g n e e n d n a s
S u b m i t t e d b y
A
P R
P l o t
D a t
A R
M Y
E N
G
IN
E E
R D
IS
T
R
R
P S
O F
E N
G I N
E E
W
Y O
R K
N
E W
Y O s ig n e d b n b d b b m it te d b e
R e w in g f il e n w in g c o d v ie w e d b
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
B O
U N
D B
R O
O K
N
E W
J E
R S
E Y
X X
X
X X
X G
R E
E N
B R
O O
K S
U B
-B A
S
IN
O F
T H
E R
A R
IT
A
N R
IV
E
E
T
N
O
V I D
R
E E
N B
R O
O K
F L
O O
D D
A M
A G
E R
E D
U C
T
IO
N P
R O
J E
C T
M a rc h
El 4 1.1
El 4 1.1
El 4 0.4
Top of L evee
El 4 1.1
Pumps
31+28
32+00
33+
34+
35+
0 49+00 5
0 6
0 6
Sta
5+04.7
S ta
.0
S ta
.5
S ta
.7
S ta
.0
S ta
.2
S ta
.8
S ta
.6
S ta
.9
S ta
.8
S ta
.3
S ta
.4
2+
S ta
.5
El. 1 9.57
El. 1 9.42
72" O RCP
S ta
.4
Contro l M
H w ith
36"x36"
Motor-O perated
Flush Bottom Sluice Gate
Inv. El. to match Exist.
Drainage Structure No. 19
Dra in age S tru ctu re
N
o. 1
ALUMINIUM BARRIER
CONCRETE
ALUMINIUM BARRIER
CONC.
WING WALL
G U
A R D
R A
IL
H E
A D
W A
L L
C O
N C
. P I E
R
C O
N C
. P
IE
R
C O
N C
. P
IE
R
C O
N C
WING WALL
CONC.
WINGWALL
WINGWALLCONC.
WING WALLCONC.
C O
N C
. P
IE
R
M E
T A
L S
H E
D
C O
N C
. P
IE
R
D
IR
T T
R A
IL
WOOD
PIER
.2
.4
26.0
25.2
.6
26.0
.8
.0
.0
24.2
.5
.5
.9
22.8
.2
AG POOL
PATIO
CONC. WALK
G R
A V
E L
G R
A V
E L
CONC.
UP#
60552BB
WV
LP
C O
N C
C O
N C
C O
N C
18"
18"
23"
14"
30"
SHED
CONC. WALK
13"
27"
20"
28"
34"
20"
7"
18"
8"
12"
8"
3 @ 12" & 10"
STEPS
WOOD
DECK
CONC.
SLAB
GRASS
GRASS
W O
O D
F E
N C
E
CONC. RET. WALL
PATIO
CLF ON
CONC.
RET. WALL
CLF ON
CONC. BASE
CONC.
C O
N C
G R
A V
E L
6"
8"
8" C L
F
16"
WOOD
FENCE
2 @ 10" 1 @ 8"
2 STY.
FR.
CONC.
BLOCK
STORAGE
BLDG.
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
2 1/2 STY.
FR.
2 1/2 STY.
FR.
23"
GRASS
BB
CLF
PLAYGROUND
GV
WOODEN
PORCH
C O
N C
A S
P H
A L
T
GRASS
CONC.
BLOCK
WALL
CONC.
BLOCK
WALL
GRASS
WOOD
RW
12"
16"
30"
5"
UP#
1528BB
G R
A S
S
A S
P H
A L
T
A S
P H
A L
T
CONC.
WV
WVGV
UP#
61201
C O
N C
S
T Y
. F R
S T
O R
A G
E
4"
2 STY. FR.
GARAGE
C O
N C
5"
ASPHALT
C O
N C
5"
W O
O D
F E
N C
E
W O
O D
F E
N C
E
G R
A S
S
G R
A V
E L
G R
A V
E L
G R
A V
E L
12" CLAY
RIM
40.07
IN
V 23.32
INV 23.37
7"
G R
A V
E L
SHED
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
C L
F
C O
N C
CONC.
GRASS
GRASS
WOOD
PORCH
WOOD
STEPS
WOOD
RW
CLFUP#
61200BB
UP#
1529BB
GRASS
DIRT ROAD
DIRT ROAD
DIR
T R
OAD
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
2 STY.
BRICK
2 STY.
BRICK
2 STY.
FR.
2 1/2 STY.
FR.
S
T Y
. F R
G A
R A
G E
21"
15"
5"
8"
13"
25"
12"
13"
6"
1 STY. FR.
GARAGE
1 STY. FR.
GARAGE 14"
25"
13"
50"
13"
12"
1 STY. FR.
GARAGE
13"
26"
GRASS
20"
15"
12"
4"
5"
14"
15"
30"
13"
13"
6"
24"
9"
14"
GRASS
GRASS
GRASS
G R
A S
S
G R
A S
S
G R
A S
S
GRASS
CONC.
BLOCK
RWASPHALT
BRICK
STEPS
A S
P H
A L
LP
A V
E L
G R
A V
E L
WOOD
STEPS
CONC.
WOOD
PORCH
C O
N C
UP#
61199
CONC.
POST
WV
A S
P H
A L
T
CONC. WALK
BRICK
STEPS
C O
N C
CONC.
RWCONC.
BLOCK RW
FP
CONC.
WALK
CLF
12" CLAY
INV 23.70
INV 23.7512" CLAY
RIM
38.65
C O
N C
. C U
R B
C O
N C
. C U
R B
A S
P H
A L
T
G R
A V
E L
CONC.
CONC.
CONC.
BLOCK
RW
WV
UP#
61198
CONC.
WALK
GRAVEL
CONC.
GRAVEL
GV
GV
WV
WV
G R
A V
E L
UP#
61197BB
C O
N C
. W A
L K
CONC. WALK
L O
G S
L O
G S
D
IR
T D
R
IV
E
SHED
G R
A S
S D
R
IV
E
GV
C O
N C
. W A
L K
CONC.
RW
RET. WALL
C O
N C
W. M
AIN STREET
WOOD
RET. WALL
27.75
30.07
28.00
28.86
28.02CONC.
ST
E
PS
28.52
27.76
28.37
27.87
27.69 27.65
27.30 27.10
GARDEN
2’ WIRE
MESH FENCE
WOOD
POSTS
B A
S K
E T
B A
L L
POST
W
I R
E M
E S
H F
E N
C E
CONC.
BLK.
SHED
CONC.
O H
OH
27.26
27.57 27.53
27.28
3’ WIRE
MESH
FENCE
27.16 26.81
2’ WIRE
MESH FENCE
GARDEN
5’ CLF
33.77 33.97
28.3526.96
G R
A V
E L
D
IR
T
D R
IV
E
.3
33.9
33.07
36.81
.0
7 31.78
36.34
6’
CLF
36.75 36.09
38.02
.4
SH
ED
35.36
35.58
36.08
35.15
PLANTING
PLANTING
AREA
AREA
31.93
26.09
25.73
31.65
WOOD
RW
’ C
L F
C
L F
SHED
.0
1 3 .1
30.03
.6
33.42
33.04
UP#
PS1323BB
4’ C
LF
’ C
L F
’ C
L F
G R
A S
S
C
L F
.3
30.28
30.45 27.45
28.44
22.95
23.15
CONC.
BLK
RW
23.93
3’ CLF
3’ CLF
21.79
23.90
.4
23.46
33.89
33.78
30.4
’ W
O O
D F
E N
C E
WOOD
POST
METAL
POST
4"G4"g
4"G
4"G (ABAN.)
4"G
4"G (ABAN.)
"G
A
B A
N
4"G
4"G
"G
A
B A
N
.1
25.7
.0
25.2
.0
.4
.8
TRAIL
GRASS
21"
UP#
TRANSMISSION
TOWER
9"
UP#
TRANSM
IS
SIO
N
TOWER
9"
9"
UP#
ABANDONED R
.R
UP#
TRAV 13
TRAV 14
N79^26’46"E 466.98
N 66^23’2
1"E
32.6
N72^34’1 2"E 5
39.3
OH
OH
OH
.7
23.7
23.8
.2
.4
.6
34.5
.3
.4
35.2
34.5
633.2
31.8
.7
921.2
.0
19.7
22.0
.6
19.0
.1
.2
20.6
20.8
22.3
.3
.7
33.0
33.4 1 36.4
.4
PILE
20"
25"
13"
5"
6"
15"
14"
16"
20"
D
I
A
D
18"
30"
9"
8"
10"
ABANDONED R.R.
RARIT
AN R
IV
ER
TRAIL
ABAND.RR
TREES
TREES
TREES
PILE
12"
15"
10"
7"
8"
10"
12"
12"
10"
10"
10"
9"
10"
22"
48"
DIR
T ROAD
12"
15"
14"
12"
STONE
ABUTMENT
STONE
ABUTMENT
STONE
ABUTMENT
STONE
ABUTMENT
STEEL
STRUCTURE
ABAND.RR
UNPAVED DRIVE
T R
IL
STEEL
STRUCTURE
STONE
ABUTMENT
STONE
ABUTMENT
STONE
ABUTMENT
STONE
ABUTMENT
CONC. PLATFORM
ASPHALT
ASPHALT
A S
P H
A L
T
CONC.
GROUND
METAL
POSTS
METAL
POSTS
MONIT.
WELL
MONIT.
WELL
M O
N
IT
W E
L L
GROUND
STEEL STRUCTURE
INV 23.44
12" MET
RIM
27.74
SOUTH B
OUND B
ROOK B
ORO
TRAV 15
TRA
V
N72^34’12"E 539.36
N 64^49’0
0"E
42.0
N66^38’5 4"E
55.6
BOUND B
ROOK B
ORO
31.93
31.62
23.6
23.3
32.27
32.27
34.5
.3
.4
35.2
34.5
STRUCTURE
STRUCTURE
S H
E D
W O
O D
S H
E D
W O
O D
GRAVEL
693 694
RR BOX
RR BOX
RR BOX
A60801BB
UP#
864BB
UP#
867BB
GW#
TRANSMISSION
TOWER
UP#
PS1445
UP#
PS869BB
TEL.
(AT&T)
MARKER
RR SIGNAL
RR SIGNAL
UP#
PS1444
UP#
870BB
RR BOX
TRANSMISSIO
N
TOWER
UP#
UP#
UP# 33
UP#
PS872BB
TEL.
(AT&T)
MARKER
C L
F
C
L F
6’ CLF
’ C
L F
6’ CLF
C
L F
6’ C
LF
X
X X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
RR BOX
RR BOX
RR BOX
A60801BB
UP#
864BB
UP#
867BB
GW#
TRANSMISSION
TOWER
UP#
PS1445
UP#
PS869BB
TEL.
(AT&T)
MARKER
RR SIGNAL
RR SIGNAL
UP#
PS1444
UP#
870BB
RR BOX
TRANSMISSIO
N
TOWER
UP#
UP#
UP# 33
UP#
PS872BB
TEL.
(AT&T)
MARKER
INV 23.44
12" MET
RIM
27.74
30"
CMP
IN
V
19.72
INV
19.4
19.72
34.63 34.6435.57
35.69
36.67 36.72
36.07 35.84
.7
34.53 34.22
34.51
33.96
33.49
RARITAN RIVER
O
LD
R R G
RA
C L
A Y
DIR
T R
OAD
35"
14" 36"
METAL
STORAGE
ASPHALT
GROUND
10"
TRAIL
20"
5"
8"
GRAVEL
GRAVEL
GRAVEL
.3
35.13
INV
20.85
.9
34.85
34.38
34.48
24.91
32.60
32.98
30"
CMP
20.65
BOUND BROOK BORO
SOUTH BOUND BROOK BORO
TRAV 17
TRAV 18
N 66^38’5
4"E
55.6
N74^14’43"E 503.58
N73^58’19"E 549.77
MONIT.
RR BOX
ELEC. BOX
RR
RR SIG
NAL
RR SIGNAL
UP#
PS875BB
UP#
PS877BB
TRANSMISSION
TOWER
ELEC. BOX
RR
UP#
PS874BB
UP#
PS873BB
6 ’
CLF
RR BOX
UP#
1557BB
C L
A Y
ELEC. BOX
RR
TEL.
(AT&T)
MARKER
RR SIG
NAL
RR SIGNAL
RR SIGNAL
UP#
PS875BB
UP#
PS877BB
TRANSMISSION
TOWER
ELEC. BOX
RR
MONIT.
WELL
UP#
PS874BB
UP#
PS873BB
20.65
20.8
INV. 20.37
36" R
C P N
O T F
O U
N D
R
IM
.1
IN
V
.4
ABAND.RR
UNPAVED DRIVE
UNPAVED DRIVE
ASPHALT
RR
SIGNAL
36.4
33.5
33.1
.7
232.1
31.2
.2
.9
.6
WV
WV
CONC.
CONC.
BLOCK
RET. WALL
O N
E
R E
T . W
A
O N
E
R E
T . W
A L
L
CONC.
BLOCK
RET. WALL
WV
ASPHALT
ATHLETIC
COURT
WV
METER
METAL
POST
METAL
POST
CONC.
BLOCK
WALL
CONC.
BLOCK
WALL
CONC.
BLOCK
BBQ
METAL
POST
GV
WOOD
METAL
BOX
UNPAVED DRIVE
24.51
24.12
25.81
21.95
BENCH
RARITAN RIVER
PILE
TRAIL
TRAIL
TRANSMISSION
TOWER
DIRT ROAD
BRUSH
9"
11"
30"
DOUBLE
11"10"
25"
8"
10"
36"
DOUBLE
11"
8"
10"
10" 6"
20"
DIRT ROAD
UP#
PS884BB
TOP OF
WALL 24.45
C
L A
Y
INV
18.05
17"
8"
5"
4"
8" 9"
10"
10"
12"
DIRT ROAD
PILE PILE
PILE
4"
15"
CONC. RW
METAL
BARRIER
CLF
C L
F
C L
F
PILE
PILE
DIRT ROAD
DIRT ROAD
DIRT ROAD
DIRT ROAD
SHED
TRANSMISSION
TOWER
DIRT ROAD
1 STY.
CONC BLK.
BOUND BROOK BORO
SOUTH BOUND BROOK BORO
N73^58’19"E 549.77
TRAV 19
N88^58’42"E 506.66
TRAV 20
N84^07’55"E 518.86
IN
V
. 2 4.9
INV. 20.25
IN
V. 2
5.75
12"
INV. 18.87I
N
V .2
INV. 19.47
INV. 26.04
I N
V
IN
V. 1
8.87
MH RIM 28.97
RIM 29.21 RIM 29.12
RIM 29.96
MH
INV. 24.56 8"
INV. 20.86 12"
IN
V. 20.86
RIM 30.11
RIM 29.81
INV. 26.55
I N
V . 2
.5
IN
V
. 2 .6
INV. 26.63
INV. 26.89
RIM 30.01
RIM 31.25
RIM 29.63
RIM 29.85
W
10"W
10"W
10"W
10"W
10"W
10"W
10"W
10"W
10"W
I N
V
RIM 33.64
I N
V
IN
V
. 2 .7
RIM 30.27
IN
V. 2
2.47
INV. 27.19RIM 30.96MH
W
W
W
W
W
10"W
10"W
10"W
10"W
6"W
6"W
6"W
6"W
R A
IL
GUID
E
S
A N
SAN. MH SAN MH
SAN MH
SAN MH
SAN MH
SAN MH
SAN MH
SAN MH
SAN MH
SAN MH
S
A N
12" SAN
8" SAN
S
A N
12" SAN
8" SAN
12" S
AN
S
A N
12" ACP SAN
12" SAN
SAN MH RIM 31.16
S
A N
S
A N
SIGNAL
E
E
E
E
E
E
E
E
E
E
N 628000
N 629000
N 630000
N 631000
N 628000
N 629000
N 630000
N 631000
A L
IG
N
M E
N T
D A
T A
S E
G M
E N
T R
REFERENCE LINE DATA
POINT STATION NORTHING EASTING COURSE DISTANCE BEARING
8-3.1.1 628924.17 2033922.43 8-3.1.1 - 8-3.1 83.86 N 08^35’10.22" W
8-3.1 629007.09 2033909.91 8-3.1 - 8.3 214.84 N 08^33’48.49" E
8-3 629219.53 2033941.90 - - - - - - - - -
8-7.1 629136.61 2035118.35 8-7.1 - 8-7 272.23 N 21^32’16.76" W
8-7 629389.83 2035018.41 8-7 - 8-8 363.69 N 81^28’20.74" E
8-8 629443.76 2035378.08 8-8 - 8-8.1 151.86 N 78^33’22.10" E
8-8.1 629473.89 2035526.92 8-8.1 - 8-8.2 239.13 S 17^06’26.31" W
8-8.2 629245.34 2035456.58 - - - - - - - - -
8-9 629531.05 2035838.23 8-8.1 - 8-9 316.51 N 79^35’44.67" E
8-9.1 629637.01 2036064.77 8-9 - 8-9.1 250.10 N 64^55’58.82" E
8-10 629296.05 2036103.84 8-9 - 8-10 354.65 S 48^29’56.46" E
8-11 629437.21 2036451.82 8-10 - 8-11 375.52 N 67^55’11.26" E
* DISTANCES ARE IN FEET
SURVEY BASE LINE DATA
POINT NORTHING EASTING COURSE DISTANCE* BEARING
TRAV 8 629255.68 2032772.59 TRAV 8 - TRAV 9 376.54 S 29^08’56.60" E
TRAV 9 628926.83 2032955.99 TRAV 9 - TRAV 10 396.28 S 36^03’13.50" E
TRAV 10 628606.46 2033189.22 TRAV 10 - TRAV 11 520.18 S 51^55’05.50" E
TRAV 11 628285.62 2033598.67 TRAV 11 - TRAV 12 681.60 S 34^48’04.30" E
TRAV 12 627725.93 2033987.68 TRAV 12 - TRAV 13 466.98 N 79^26’46.20" E
TRAV 13 627811.47 2034446.76 TRAV 13 - TRAV 14 532.67 N 66^23’21.20" E
TRAV 14 628024.81 2034934.83 TRAV 14 - TRAV 15 539.36 N 72^34’12.10" E
TRAV 15 628186.37 2035449.43 TRAV 15 - TRAV 16 542.04 N 64^49’00.00" E
TRAV 16 628417.02 2035939.95 TRAV 16 - TRAV 17 555.68 N 66^38’53.60" E
TRAV 17 628637.27 2036450.11 TRAV 17 - TRAV 18 503.58 N 74^14’43.40" E
TRAV 18 628774.00 2036934.77 TRAV 18 - TRAV 19 549.77 N 73^58’18.50" E
TRAV 19 628925.80 2037463.17 TRAV 19 - TRAV 20 506.66 N 88^58’41.60" E
TRAV 20 628934.84 2037969.74 TRAV 20 - TRAV 21 518.86 N 84^07’55.50" E
TRAV 21 628987.88 2038485.88 TRAV 21 - TRAV 22 246.82 N 13^51’31.00" E
TRAV 22 629227.51 2038545.00 TRAV 22 - TRAV 23 279.60 N 08^41’36.40" E
TRAV 23 629503.90 2038502.74 - - - - - - - - -
CS401
R27
R28
R29
R30
R31
R32
R33
R34
R35
R36
R37
R38
31+28.49
32+99.45
35+04.76
37+16.06
43+58.57
51+24.70
65+04.85
66+94.66
70+68.95
72+38.85
78+26.30
78+77.42
629015.76
628845.19
628679.51
628559.72
628154.67
628154.72
628662.49
628690.11
628823.89
628891.11
629158.13
629181.37
2033050.71
2033062.26
2033183.49
2033357.56
2033856.32
2034622.44
2035905.80
2036093.59
2036443.15
2036599.19
2037122.45
2037167.98
R27 - R28
R28 - R29
R29 - R30
R30 - R31
R31 - R32
R32 - R33
R33 - R34
R34 - R35
R35 - R36
R36 - R37
R37 - R38
170.96
205.30
211.30
642.52
766.13
1380.15
189.81
374.28
169.90
587.46
51.12
S 3^52’22"E
S36^11’37"E
S55^27’57"E
S50^55’09"E
N89^59’46"E
N68^24’48"E
N81^37’59"E
N69^03’27"E
N66^41’43"E
N62^57’51"E
N62^57’50"E
F il e n a m e
S fi le ro o m
\c i
P lo t d a te
-A
P R
-2
:0
P lo t b y e e n d n a s
.0
:1
.0
S c a le
D e s c ri p ti o n
D a te
S y m b o l
A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t
R l m r c
A L
G d g n e e n d n a s
S u b m i t t e d b y
A
P R
P l o t
D a t
A R
M Y
E N
G
IN
E E
R D
IS
T
R
R
P S
O F
E N
G I N
E E
W
Y O
R K
N
E W
Y O s ig n e d b n b d b b m it te d b e
R e w in g f il e n w in g c o d v ie w e d b
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
B O
U N
D B
R O
O K
N
E W
J E
R S
E Y
X X
X
X X
X G
R E
E N
B R
O O
K S
U B
-B A
S
IN
O F
T H
E R
A R
IT
A
N R
IV
E
E
T
N
O
V I D
R
E E
N B
R O
O K
F L
O O
D D
A M
A G
E R
E D
U C
T
IO
N P
R O
J E
C T
M a rc h
31+28
35+00
H A
R D
Y A
V E
L A
M O
N T
E A
V E
R O
M N
E Y
A V
E
N O
R T
H A
V E
NJ TRANSIT
RARITAN RIV
ER
TRAV 8
TRAV 9
TRAV 10
TRAV 12
TRAV 13
TRAV 14
TRAV 15
TRAV 16
TRAV 18
TRAV 19
TRAV 20
WEST MAIN ST.
FLOW
TRAV 11
TRAV 17
SURVEY BASE LINE
REFERENCE LINE "R"
REFERENCE LINE "R"
SURVEY BASE LINE
R27
R28
R29
R30
R31 R32
R33 R34
R35
R36
R37
R38
ALUMINIUM BARRIER
C O
N C
R E
T E
ALUMINIUM BARRIER
CONC.
WING WALL
C O
N C
. P
IE
R
C O
N C
. P
IE
R
C O
N C
. P I E
R
WOOD
PIER
ABAND.RR
STEEL
STRUCTURE
STEEL
ABAND.RR
F
IS
H E
R A
V E
V O
S S
E L
E R
A V
E
V A
N K
U E
R E
N A
V E
COLUM
BUS PL.
D R
A K
E S
T
TALMAGE AVE.
TALMAGE AVE.
WEST MAIN ST.
S U
R V
E Y
B A
S E
L
IN
E
-9
.1
8-11
-1
-9
-8
.1
-8
-8
.2
-7
.1
-7
-3
-3
.1
N 69^03’2
7"E
111.1 3’
S62^57’5 1"W
.7
-3
.1
N
N
29100
N
N
0 E
E
E
E
E
E
E
E
E
E
0N
N
N
N
N
N
29100
N
N
E
E
E
N
N
N
E
E
N
C C
-G B
F C
-7
M a tc h L in e S h e e t N o . C
G -1
CG-101
0 30 30 60FT
SCALE: 1 IN = 30 FEET
Slope 1 on 2 1/2
Slope 1 on 2 1/2 S lo p e 1 on 2 1/2
P l a n S t a
R t o S t a
.8
R
El. 23.9
Inv. 25.67
Not in this contract
Not in this contract
Drainage Structure No. 14
Sta. 37+10.70R
Control MH with 18"x18" Motor Operated
Flush Bottom Sluice Gate
Inv. El. 25.76 In
Inv. El. 23.53 Out
Outlet Structure with elastomeric check valve Inv. El. 24.2
3#4 AWG (USE)-2"C
(PVC COATED RGS)
Provide 4 Pull Boxes
Riprap Outlet Protection
Length = 16’ from outlet width at outlet = 9’ width at end = 16’
1’ thick
D50=6"
Outfall Ditch # 14
Cellular Confinement System with Erosion Control Blanket
PULL BOX (TYP.)
Note: Top of Levee to be paved to
Sta. 65+00
Acess Road
COORDINATE ALL WORK
IN VICINITY OF 36" O
WATER MAIN WITH
NEW JERSEY AMERICAN WATER.
3#4 AWG (USE)-2"C
(PVC COATED RGS)
Provide 2 Pull Boxes
For General Notes, See Sheet G-101
For Alignment Data, See Sheet CS-401
For Levee Profile, See Sheet CG-201
For Cross Sections, See Sheets CG-301 through CG-304
For Details of Drainage Structure No. 14, See Sheet C-501
For Cellular Confinement System Details, See Sheet C-509
For Erosion Control Plan, See Sheets CE-101 through CE-105
For Planting Plan, See Sheets LP-101 through LP-105
For Boring Log, See Sheets B-601 through B-604
CG-101
CG-102
CG-103
CG-104
CG-105
N
KEY PLAN
F il e n a m e
S fi le ro o m
\c i
P lo t d a te
-A
P R
-2
:0
P lo t b y e e n d n a s
.0
:1
.0
S c a le
D e s c ri p ti o n
D a te
S y m b o l
A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t
R l m r
C G d g n e e n d n a s
S u b m i t t e d b y
A
P R
P l o t
D a t
A R
M Y
E N
G
IN
E E
R D
IS
T
R
R
P S
O F
E N
G I N
E E
W
Y O
R K
N
E W
Y O s ig n e d b n b d b b m it te d b e
R e w in g f il e n w in g c o d v ie w e d b
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
B O
U N
D B
R O
O K
N
E W
J E
R S
E Y
X X
X
X X
X G
R E
E N
B R
O O
K S
U B
-B A
S
IN
O F
T H
E R
A R
IT
A
N R
IV
E
E
T
N
O
V I D
R
E E
N B
R O
O K
F L
O O
D D
A M
A G
E R
E D
U C
T
IO
N P
R O
J E
C T
M a rc h
B
1 S
Y
FR
W
ALK
C O
N
W
L K
W O
O D
F E N
C E
W O
O D
F E N
C E
14"
15"
CO
N
C.
CURB
C O
N C
CU
RB
U P#
1453B B
W A
TER
L
IN
E
M
ARKER
GUARD
R A
IL
C O N C .
W A L
K
ALUMINIUM BARRIER
A
SPH
A
LT
A
SPH
A
LT
WV
" R
C P
IN
V
.7
GR
.3
R C P
IN
V
.2
R
C P
CO
N
C.
SLA
B
CO
N
C.
SLA
B
A
SPH
A
LT CONC. C
URB
1 S T Y
. B L D
G
G R
.8
IN
V
.9
9 FIL
L E R
V A
LV
E
HEDGES
WV
CO
N
C. C U
RB
CONC. W
ALK
PS
U P#
58B B
WV
WV
WV
WV
W
ATER
LIN
E
M A
RK
ER
G U
A
RD
R A
IL
GUARD RAIL
PO
ST
W
ATER
L
IN
E
M
ARKER
18"
9"
10"
9"
4"
G
RA
SS
ST
A
N D
PIP
P#
57B B
C O
N C
. C U
R B
C O
N C
. W A
LK
CLF
CLF
HEADWALL
PO
ST
PO
ST
TA
LM
A G
E A V
E
CB
P I
24" 26"
RA
SS
U P#
S29^08’57"E 376.54
TRAV 8
S29^08’57"E 376.54
OH
OH
OH
4"
IN
V
.7
I N
V
.0
CB
.6 x
.1
G R
.5
.0
D
IA
P
IP
E S
E N
V
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. C O
N T R
O L
M
ETER
S
OH
IN
V
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18"
RCP
CB
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G R
6.2
IN
V
0.9
CO
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C.
W
IN
G W
A
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C O
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W
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G W
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W
IN
G W
A L L
C O
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C O
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R
T
T
T
N O
T F
O U
N D
8"G
8"G
G
8"G
10"W
10"W
10"W
10"W
10"W
A S P
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A S -B
U
IL
T
/7
IN
V
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T O
D
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C H
TA
LM
A D
G E A
V
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V
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M
H
A
SPH
A L T
A S P H
A L T
A S P H
A L T
A S P H
A L T
A S P H
A L T
U P B
T 350-A
B B
U P E
61140
U P B
T 351B
B
U P
1141B B
C O
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IN
V
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IN
V .3
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V
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L E T
IN
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B
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B
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U P
1383B B
G R
A V
E L
A
SPH
A L T
CU
RB
C O
N C
R
ETE
C O
N C
R
ETE S
ID
EW
A
LK
C O
N C
R
ETE S
ID
EW
A
LK
C O
N C
R E
T E
C U
R B
C O
N C
R
ETE C
U R
B
D W
E L L
IN
G
FR
A
M E
S
T O
R Y
C O
M M
E R C
IA
L
M A
S O
N R Y
S
T O
R Y
D W
E L L
IN
G
B R
IC
K
S
T O
R Y
D W
ELLIN
G
B R
IC
K
2 S T
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Y
C O
M M
ER
C
IA
L
M A
SO
N
RY
1 S T
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Y
U N
D G
R D
T E
L
UNDGRD T
EL
IN
C
O N
D U
IT
-1 /2
M
T D
C
P D
-4
8"G A
B A
N
8"G A
B A
N
8"G A
B A
N
O L D
R R
G R
A
PO
ST
M
ETA
L
PO
ST
S
M
ETA
L
PO
STS
M
ETAL
PO
STS
CA
M
ARKER
R U
I
B
X
P O
T
15"
14"
WOOD CURB
IN
V
6.2
INV 26.32
MH
RIM
32.86
PA
T
IO
W
OOD C
U R
B
GV
U P#
61205B B
CO
N
C.
SLA
B
14"
14"
12"
G
RA
SS
19"
29"
RA
SS
14"
13"
20"
18"
10"
SHRUBSU
P#
61206B B
G R
A V
E L
ASPHALT
12" RCP
INV 26.93
IN
V
.2
12" M
E T A
L
MH
RIM
32.48
CO
N
C.
BASE
GRAVEL
12" C
L A
Y
IN
V
.5
D
IT
C H
STO
RA
G E
2 @
4"
17"
G R
A
SS
G R
A
SS
G
RA
SS
6"
G A
RD
EN
CO
N
C.
C L
F
C L
F
W
IR
E F
E N
C E
R R
S
IG
N A
L
R R
S
IG
N A
L
O f=
,6
SH
ED
CB
2 S T Y
FR
30 25
TRAV 9
TRAV 10
S36^03’13"E 396.28
BOUND BROOK BORO
BRIDGEWATER TWP.
C O
N C . P
IE
R
TRAV 9
C O
N C
A
BU
TM
EN
T
DIRT TRAIL
D
IR
T T
RA
IL
.8
.2
32.4
.7
.5
.7
.1
.0
34.3
34.29 2 S
T Y
FR
#338
S L
A T
E W
A L
K
W
OOD
STEPS
34.74
.2
.2
.2
.0
.5
35.56
35.1
.4
.9
D E C
K
O V
E R
G A
R A
G E
C
L F
C
L F
3’ C
L F
GR 31.81
IN
V 30.61
W
OOD
PIE
R
N
JT
U P N
O
G R
A V
E L
G R
A V
E L
G R
A V
E L
C O
N C R E T E
G R
A V
E L
C O
N C R E T E P
A D
D W
E L L
IN
G
F R A
M E
/2 S
T O
R Y
G A
R A
G E
M A
S O
N R Y
S
T O
R Y
SH
ED
12" 14"
18"
21"
21"
5"
DEAD
DEAD
8" 17"
DIRT ROAD
D
IT
C H
S51^55’06"E 520.18
DECK
W
OOD
CURB
GV
GV
B R
IC
K
W A
L K
W O
O D
C U
R B
A
SPH
A
LT
14"
A S P H
A L T
A S
P H
A L
T
G R
A V
E L
A S P H
A L T
C O
N C
W
A L
K
W
OOD C
URB
U P#
61204B B
WV
C O
N C
G
RA
SS
G
RA
SS
14"
2 @
3"
12"
13"
A S
P H
A L
T
G R
A
SS
12" R
C P
STEPS
C O
N C . W
A L K
C O
N C
W V
GV
18"
27"
10" 2 S
T Y
FR
2 S T Y
FR
2 S T Y
FR
2 S T Y
FR
2 S T Y
FR
1 S T Y
FR
S
T O
C K
A D
E F
E N
C E
S T O
C K
A D
E F
E N
C E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
.7
M A
C D
R V
34.49
FC 4 CL
.0
S
T F
D
.7
BLG
B L
D G
C O
R N
.1
C
L C
O R
N
.4
M A
C D
R V
.4
B L D
G C
O R
N
.6
B L D
G C
O R
N
D E
C K
.1
D
EC
K
.2
F C
S
T O
C K
.8
F C
S
T O
C K
.4
F C
S
T O
C K
"G
4"G
4"G (A
B A
N
36" w w
10" w
12" w
36" W
36" W
W
36" W
36" W
N
JT
C A
B L E
N
JT
C A
B L E
N
JT
C A
B L E
N
JT
C A
B L E
36" W
36" W
8" G
G
8" G
-4
-4
PSE
G
M H
S ta
.6
R
E l.
.5
S ta
.0
R
E l.
.3
S ta
.2
R
E l.
.2
MB14
MB15
A1
A3
A4
MB17
MB18
PB13
MB19
PB11
PB12
0 38+00 39+00 4
S ta
.7
S ta
.0
E
E
E
E
E
E
E
E
E
E
E
E
E
N 628200
N 628350
N 628500
N 628650
N 628800
N 628200
N 628350
N 628500
N 628650
0 30 30 60FT 15
N
SCALE: 1"=30’
C C
-G B
F C
-7
M a tc h L
In e S h e e t N o C
G -1
M a tc h L
In e S h e e t N o . C
G -1
CG-102
Drainage Structure No. 15
Sta. 41+34.58R
Control MH with 36"x36" Motor Operated
Flush Bottom Sluice Gate
Inv. El. 23.51 In
Inv. El. 23.45 Out
Outlet Structure with elastomeric check valve Inv. El. 21.71
El. 21.0
Limit of Contractor’s Working Area
P l a n
S t a
.8
R t o
S t a
.9
R
Outfall Ditch # 15
Cellular Confinement System with Erosion Control Blanket
3#4 AWG (USE)-2"C
(PVC COATED RGS)
Provide 4 Pull Boxes
Note: top of levee to be paved up to
Station 65+00
COORDINATE ALL WORK
IN VICINITY OF 36" O
WATER MAIN WITH
NEW JERSEY AMERICAN WATER.
3#4 AWG (USE)-2"C
(PVC COATED RGS)
Provide 2 Pull Boxes
For General Notes, See Sheet G-101 For Alignment Data, See Sheet CS-401
For Levee Profile, See Sheet CG-201For Cross Sections, See Sheets CG-301 through CG-304
For Details of Drainage Structure No. 15, See Sheet C-502 For Cellular Confinement System Details, See Sheet C-509
For Erosion Control Plan, See Sheets CE-101 through CE-105
AG POOL
PATIO
32"
29"
W O
O D
F E
N C
E
10"
ASPHALT
SHED
WOOD
FENCE
SHED
C O
N T
A
IN
E R
STONE
RET.
WALLS
WOOD
FOOT
BRIDGE
DITCH
DITCH
8"
6"
22"
5" 8" 17"
6"
17"
D
IT
C H
D
IT
C H
D
IRT RO
A D
D
IR
T R
O A
D
D
IR
T R
O A
D
DIRT ROAD
TRAV 11
34.50
34.56
32.74
32.88
32.94
32.92
5’ W
IRE FENCE
’ W
IR
E
F E
N C
E
5’ W
IRE FENCE
’ W
IR
E
F E
N C
E 12"
14"
14"
6"
14"
5"20"
16"
3 @ 12"
D
IR
T R
O A
D
14"&8"
S ’0
E
.6
DECK
INV 24.83
INV 24.84
RIM
34.79
CONC. WALK
UP#
E61196BB
UP#
61195BB
GV
C O
N C
LP GRASS
21"
14"
CONC. WALK
CONC. CURB
CONC. CURB
GRASS
GRASS
12"
23" 5"
WOOD FENCE
G R
A V
E L
D
IR
T R
O A
D
12" RCP
INV 25.62
RIM
33.64
INV 25.64
WV WV
WV
GV
UP#
A61194BB
WOOD
CURB
GV
GV
B R
IC
K
W A
L K
W O
O D
C U
R B
ASPHALT
GRASS
14"
A S
P H
A L
T
G R
A V
E L
A S
P H
A L
T
C O
N C
W
A L
K
A S
P H
A L
T
WOOD CURB
UP#
61204BB
WV
CONC.
GRASS
GRASS
14"
2 @ 23"
12"
13"
GRASS
12" RCP
STEPS
C O
N C
. W A
L K
C O
N C
WVGV
18"
27" 10"
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
1 STY.
FR.
W
33.57
END HDG ROW
33.74
PVMT
33.61
EP 33.44
EP
G
4"G
4"G (ABAN.)4"G
4"G (ABAN.)
4"G
4"G (ABAN.)
.4
.2
.1
.8
.4
.5
.2
.9
.2
.0
.2
.3
.4
35.04
RUINS
34.1
33.8
33.8
31.9
31.1
PILE
29.0
SHED
14"
INV 26.28
INV 26.32
PATIO
WOOD
C U
R B
GV
UP#
61205BB
CONC.
SLAB
14"
14"
12"
GRASS
19"
29"
2 @ 10"
GRASS
14"
13"
SHRUBS
CONC.
C L
F
2 STY.
FR.
34.16
34.74
35.20
.2
.2
.0
.5
.5
35.17
35.44
.9
D E
C K
O V
E R
G A
R A
G E
C
L F
C L
F
3’ CLF
CONC. WALK
R
A V
E L
G R
A V
E L
CONC.
UP#
60552BB
WV
LP
C O
N C
C O
N C
C O
N C
18"
18"
23"
14"
30"
SHED
C O
N C
W
A L
K
13"
27"
20"
28"
34" 20"
7"
18"
8"
12"
8"
3 @ 12"
& 10"
STEPS
WOOD
DECK
CONC.
SLAB
GRASS
GRASS
W O
O D
F E
N C
E
CONC. RET. WALL
PATIO
CLF ON
CONC.
RET. WALL
CLF ON
CONC. BASE
CONC.
C O
N C
G R
A V
E L
6"
8"
8"
C L
F
16"
WOOD
FENCE
2 @ 10"
1 @ 8"
2 STY.
FR.
CONC.
BLOCK
STORAGE
BLDG.
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
2 STY.
FR.
2 1/2 STY.
FR.
S
T Y
. F R
G A
R A
G E
21"
15"
5"
8"
13"
25"
12"
13"
6"
1 STY. FR.
GARAGE 1 STY. FR.
GARAGE
14"
25"
13"
50"
13"
12"
1 STY. FR.
GARAGE
13"
26"
GRASS
GRASS
GRASS
G R
A V
E L
CONC.
CONC.
WALK
C O
N C
. W A
L K
L O
G S
L O
G S
D
IR
T D
R
IV
E
SHED
G R
A S
S D
R
IV
E
GV
C O
N C
. W A
L K
CONC.
RW
RET. WALL
C O
N C
27.75
30.07
28.00
28.86
28.02
CONC.
S T E P S
28.52
27.76
28.37
27.87
27.69 27.65
27.30
27.10
GARDEN
2’ WIRE
MESH FENCE
WOOD
POSTS
B A
S K
E T
B A
L L
P O
S T
’ W
IR
E
M E
S H
F E
N C
E
CONC.
BLK.
SHED
CONC.
O H
OH
27.26
27.57 27.53
27.28
3’ WIRE
MESH
FENCE
27.16
26.81
2’ WIRE
MESH FENCE
GARDEN
5’ CLF
33.77 33.97
28.35 26.96
G R
A V
E L
D
IR
T
D R
IV
E
36.36
.9
33.07
36.81
.0
6’
CLF
4"G4"g 4"G
4"G (A
BAN.)
TRANSM
IS
SIO
N
TOWER
OH
AT&T
36" W
" W
W
F il e n a m e
S fi le ro o m
\c i
P lo t d a te
-A
P R
-2
:0
P lo t b y e e n d n a s
.0
:1
.0
S c a le
D e s c ri p ti o n
D a te
S y m b o l
A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t R l m r C
G d g n e e n d n a s
S u b m i t t e d b y
A
P R
P l o t
D a t
A R
M Y
E N
G
IN
E E
R D
IS
T
R
R
P S
O F
E N
G I N
E E
W
Y O
R K
N
E W
Y O s ig n e d b n b d b b m it te d b e
R e w in g f il e n w in g c o d v ie w e d b
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
B O
U N
D B
R O
O K
N
E W
J E
R S
E Y
X X
X
X X
X G
R E
E N
B R
O O
K S
U B
-B A
S
IN
O F
T H
E R
A R
IT
A
N R
IV
E
E
T
N
O
V I D
R
E E
N B
R O
O K
F L
O O
D D
A M
A G
E R
E D
U C
T
IO
N P
R O
J E
C T
M a rc h
S ta
.7
R
E l.
.2
S ta
.7
R
E l.
.7
CG-101
CG-102
CG-103
CG-104
CG-105
N
KEY PLAN
M B19
PB
MB20
MB21 MB22
PB15
S ta
.5
S ta
.7
E
E
E
E
E
E
E
E
E
E
E
E
N 628650
N 628500
N 628350
N 628200
N 628050
N 628500
N 628650
N 628800
N 628950
N 628950
N 628800 E
N 628050
N 628200
E
0 30 30 60FT
SCALE: 1"=30’
N
C C
-G B
F C
-7
M a tc h L
In e S h e e t N o . C
G -1
CG-103
M a tc h L in e S h e e t
N o C
G -1
P l a n
S t a
.9
R t o
S t a
.3
R
Limit of Contractor’s Working Area
Existing Baseball Field
Protect During Construction Note: top of levee to be paved up to
Station 65+00
For General Notes, See Sheet G-101
For Alignment Data, See Sheet CS-401 For Levee Profile, See Sheet CG-201
For Cross Sections, See Sheets CG-301 through CG-304 For Cellular Confinement System Details, See Sheet C-509For Erosion Control Plan, See Sheets CE-101 through CE-105
GRASS
TRANSMISSION
TOWER
9"
UP#
TRANSMISSION
TOWER
9"
9"
UP#
ABANDONED R.R.
OH
OH
OH
2 STY.FR.2 STY.FR.
2 1/2 STY.FR.
2 1/2 STY.FR.
23"
GRASS
BB
CLF
PLAYGROUND
GV
WOODEN PORCH
C O
N C
A S
P H
A L
T
GRASS
CONC.BLOCKWALL
CONC.BLOCKWALL
GRASS
WOOD
RW
12"
16"30"
5"
UP#
1528BB
G R A
SS A
S
P H
A L
T
A S
P H
A L
T
CO
N
C.
WVWV
GV
UP#
61201
C O
N C
S
T Y
. F R
S T
O R
A G
E
4"
2 STY. FR.
GARAGE
C O
N C
.5"
ASPHALT
C O
N C
5"
W O
O D
F E
N C
E
W O
O D
F E
N C
E
G R
A S
S
G R
A V
E L
G R
A V
E L
G R
A V
E L
12" CLAY
RIM
40.07
INV 23.32
INV 23.37
7"
G R
A V
E L
SHED
2 STY.FR.
2 STY.FR.
2 STY.FR.
2 STY.FR.
C L
F
CONC.
CONC.
GRASS
GRASS
WOOD
PORCH
WOODSTEPS
WOOD
RW
CLF
UP#
61200BB
UP#
1529BB
GRASS
DIRT ROAD
DIRT ROAD
DIRT ROAD
2 STY.FR.
2 STY.FR.
2 STY.FR.
2 STY.FR.
2 STY.FR.
2 STY.BRICK
2 STY.BRICK
2 1/2 STY.FR.
5"
8"
13"
25"
12"
6"
1 STY. FR.
GARAGE
1 STY. FR.
GARAGE
14"
25"
13"
50"
13"
12"
1 STY. FR.
GARAGE
13"
26"
GRASS
20"
15"
12"
4"
5"
14"
15"
30"
13"
13" 6"
24"
9"
14"
GRASS
GRASS
GRASS
G R
A S
S
G R
A S
S
GRASS
CONC.BLOCK
RW
ASPHALT
BRICKSTEPS
A S
P H
A L
LP
A V
E L
G R
A V
E L
WOODSTEPSCONC.
WOODPORCH
C O
N C
UP#
61199
CONC.POST
WV
A S
P H
A L
T
CONC. WALK
BRICKSTEPS
C O
N C
CONC.
RW
CONC.BLOCK RW
FP CONC.WALK
CLF
12" CLAY
INV 23.70
INV 23.75
12" CLAY
RIM
38.65
C O
N C
. C U
R B
C O
N C
. C U
R B
A S
P H
A L
T
G R
A V
E L
CONC.
CONC.
CONC.BLOCKRW
WV
UP#
61198
CONC.WALK
G R
A V
E L
CONC.
GRAVEL
GV
GV
WV
G R
A V
E L
UP#
61197BB
C O
N C
. W A
L K
L O
G S
L O
G S D
IR
T
D R
IV
E
SHED
CONC.
RW
RET. WALL
C O
N C
W. MAIN STREET
RET. WALL
2’ WIRE
MESH FENCE
GARDEN
5’ CLF
33.77
33.97
28.35
26.96
G R
A V
E L
D
IR
T
D R
IV
E
.3
33.91
.0
36.81
32.07
31.78
36.34
6’
CLF
36.75
36.09 3 .0
237.4
S H
E D
35.36
35.58
36.08
35.15
PLANTING
PLANTING
AREA
AREA
31.93
26.09
25.73
31.65
WOOD
RW
’ C
L F
’ C
L F
S H
E D
.0
31.1
.0
29.6
33.42 .0
UP#
PS1323BB
4’ CLF
’ C
L F
C
L F
G R
A S
S
’ C
L F
22.3
30.28
30.45 27.45
28.44
22.95
23.15
CONC.
BLK
RW
23.93
3’ CLF
3’ CLF
21.79
23.90
31.4
23.46
33.89 33.78
30.49
’ W
O O
D F
E N
C E
WOODPOST
METALPOST
4"G
4"G (ABAN.)
4"G (ABAN.)
4"G
4"G
4"G (ABAN.)
15"UP#
61281
CONC. WALK
2 STY.FR.
2 STY.FR.
2 STY.FR.
2 STY.FR.
INV 19.67
IN
V
.8
INV
20.02
R C P
INV
22.57
I N
V
.7
RIM
37.37
INV 21.79
12" CLAY
WV
2 1/2 STY.FR.
CONC.
SHED
WOODENSTEPS
GRAVEL
A S
P H
A
O N
E
R E
T . W
A L
O N
E
R E
T . W
A L
L
18"
12"
14"
10"
23"
15"
29"
36"
GRASS
13"
11"
6"
10"
9"8"
14"
8"
15"
9"
10"
GRASS
SHED
CONC.BLOCKRET. WALL
C L
F
GRASS
CONC.
WV
A S
P H
A L
T
ASPHALT
ATHLETIC
COURT
UP#
A61203
UP#
BT388BB
WV
METER
CONC. WALK
GRANITE CURB
CONC. CURB
A S
P H
A L
T
A S
P H
A L
T
WOODEN
STEPS
SHED
GRASS
METALPOST
METALPOST
CONC.BLOCKWALL
CONC.BLOCKWALL
CONC.BLOCK
BBQ
METALPOST
INV 21.81
16"
28"
33"
33"
9"
7"
GRASS
UP#
A60801BB
A S
P H
A L
T
14" 5"
30"
7"
4"
20" 25"
CONC. WALK
CONC. CURB
GV
UP#
61202
G R
A S
S
C O
N C
WOOD
12" 12"
6"
W. MAIN STREET
TREES
’ W
IR
E
F E
N C
E
’ W
IR
E
F E
N C
E
UP#
A60800B
3.5’
CLF
24.51
24.12
25.81
21.95
INV
19.95
INV
19.82
4’ WIRE FENCE
’ W
IR
E
F E
N C
E 4’
CLF
.5
30.8
.7
30.3
BENCH
C
L F
WOOD & METAL
RET. WALL
27.60
26.95
26.83 26.47
X X
38.61
GND T WAL
38.21
B BLK WAL
37.28
GW
37.11
G
RA
IL
36.95
PVMT
37.31
SSMH
36.82
EP
36.90
EP
37.38
GND
39.63
MAC 39.24
MAC
38.80
FC 4 CL
SAN RIM36.9
SAN RIM
38.04
G
G
A
B A
N
4"G
4"G (ABAN.)
4"G
PILE
20"
25"
13" 5"
6"
15"
14"
16"
20"
D I
A D
18"
30"
9"
8"
10"
ABANDONED R.R.
TREES
23.68
23.36
32.27 32.27
RR BO
RR BOX
A60801BB
864BB
TRANSMISSION
TOWER
RR BOX
A60801BB
864BB
TRANSMISSION
TOWER
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
F il e n a m e
S fi le ro o m
\c i
P lo t d a te
-A
P R
-2
:0
P lo t b y e e n d n a s
.0
:1
.0
S c a le
D e s c ri p ti o n
D a te
S y m b o l
A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t R l m r C
G d g n e e n d n a s
S u b m i t t e d b y
A
P R
:0
P l o t
D a t
A R
M Y
E N
G
IN
E E
R D
IS
T
R
R
P S
O F
E N
G I N
E E
W
Y O
R K
N
E W
Y O s ig n e d b n b d b b m it te d b e
R e w in g f il e n w in g c o d v ie w e d b
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
B O
U N
D B
R O
O K
N
E W
J E
R S
E Y
X X
X
X X
X G
R E
E N
B R
O O
K S
U B
-B A
S
IN
O F
T H
E R
A R
IT
A
N R
IV
E
E
T
N
O
V I D
R
E E
N B
R O
O K
F L
O O
D D
A M
A G
E R
E D
U C
T
IO
N P
R O
J E
C T
M a rc h
CG-101
CG-102
CG-103
CG-104
CG-105
N
KEY PLAN
S ta
.6
R
E l.
.3
S ta
.5
R
E l.
.1
30"R.C.C.P.
E x i s t i n g
M a c a d m r i v e w a y
T o R e m a i n
EXIST. MACADAM PARKING
LOT TO BE REMOVED
E x i s t
G r a v e l
D r i v e
T o R e m a i n
Utility Pole no wires
N
COACH’S
BOX
1.0’
PROPOSED FENCE
INFIELD
OUTFIELD
SAND
Utility Pole (typ.)
N
FOUL POLE
FOUL POLE
COACH’S
BOX
30’
5’
20’
10’
2 - 8’ TEAM BENCHES
4’
2 - 8’ TEAM BENCHES
INFIELD
OUTFIELD
SAND
LIMIT OF PVMT REMOVAL
SOCCER FIELD
(110 YD X 65 YD)
START
P
PK
P
HUB
P
HUB
P
CLOSE 7
P
CLOSE 2
P
%%42
%%42
%%42x x x x x
MB24
MB25
PB17
MB26
MB27
S ta
.7
S ta
.0
El. 19.57
El. 19.42
72" O RCP
N 628950
N 628950
N 629100
E
0 30 30 60FT 15
N
N 629250
N 628800
N 628650
E
E
E
E
E
E
E
N 628800
N 628650
N 628500
N 628350
E
E
E
E
E
SCALE: 1"=30’
C C
-G B
F C
-7
M a tc h L in e S h e e t N o . C
G -1
Drainage Structure No. 17
P l a n S t a
.3
R t o S t a
.3
Inv El. 1 6.0
Construction Access Road
Relocate Wood Shed
Connect Sanitary Sewer to existing line
New Sanitary Manhole
Begin Floodwall (Bid Option #1)
End Levee (Basic Contract)
Note: top of levee to be paved up to
Station 65+00
3#4AWG(USE)-2"C
(PVC COATED RGS)
PROVIDE 2 PULL
BOXES
2#8, 1#10G &
2#10, 1#10G 1"C
Provide 1 Pull
Boxes
CG-104
Connect Pump Station Water
Line to 6" Line in West Main Street
Approximate Location of Water Line
Connection. Contractor Shall Verify
Location in the Field.
For General Notes, See Sheet G-101 For Alignment Data, See Sheet CS-401For Levee Profile, See Sheet CG-201
For Cross Sections, See Sheets CG-301 through CG-304 For Details of Drainage Structure No. 16, See Sheet C-503
For Details of Drainage Structure No. 17, See Sheet C-503 For Cellular Confinement System Details, See Sheet C-509For Erosion Control Plan, See Sheets CE-101 through CE-105
2 STY.FR.
WV
RIM
35.28
RIM
35.31
INV 18.81 INV 18.76
CLF
CLF
GRASS
CONC. SHED
16"
28"
TREES
TREES
8"
8"
INV 18.96
INV 18.96
RIM
34.91 IN
V
.9
R
C P
7"
8"
METAL
BOX
W. MAIN STREET
IN
V
.7
I N
V
.6
MH RIM 30.41
GRASS
UP#
60987
C L
F
C O
N C
. C U
R B
C O
N C
. C U
R B
A S P H
A L
T
6"
14"
24"
C O
N C
S T
E P S
C O
N C
1 STY.BRICK
U P
B
B
UP#61290BB
R
C P
12" M
E T
RIM 33.60BOT 16.39
IN
V
.8
UNPAVED DRIVE
2 STY. BLOCK
1 1/2 & 2 STY. BLOCK
S
T Y
. M E
T A
L
S T
O R
A G
E
1 STY.METALSTORAGE
CONC.
ASPHALT
PLATFORM
C L
F
UP#
61289
CONC.
ASPHALT
1 STY.METALSTORAGE
IN
V
.3
I N
V
.8
M
E T
I N
V
.2
INV 23.44
RIM
30.17
RIM
30.10
WOOD & METAL
RET. WALL
27.60
26.7226.95
26.83 26.47
WOOD & METAL
RET. WALL
.5
C
L F
RIM
27.74
28.20
’ C
L F
32.18
33.4
.3
CONCRETE CURB
NJT
NJT INV. 26.95
þÿ�I�N�V�.�
MH
RIM 32.92
MH
6"W
6"W
6"W
6"W
GRAVEL
0 2
INV. 17.62 OUT
INV. 17.72 IN
RIM 30.38
SAN. MH
BOLLARD
BOX
VALVE
GRAVEL
GRAVEL
GRAVEL
GRAVEL
EDGE OF PAVEMENT
UP61412BB
UP61413BB
UP 60990BB
UP 61291BB
UP 60988
UP 61318BB
C O
N C
R E
T E
A P
R O
N
C O
N C
R E
T E
A P
R O
N
6’ CHAIN LINK FENCE
C
H A
I N
L I N
K F
E N
C E
C
H A
I N
L I N
K F
E N
C E
C
H A
I N
L I N
K F
E N
C E
C
H A
I N
L I N
K F
E N
C E
X
X
X
X
X
X
X
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
X
X
X
X
X
X
X
BUILDING
METAL
CORREGATED
1 STORY
1 STORY
CORREGATED
METALBUILDING
BUILDING
METAL
CORREGATED
1 STORY
WOOD SHED
GRAVEL
35.52
35.12
33.54
34.26
35.52
36.11
35.58
35.25
32.74
32.22
31.89
30.43
30.90
31.23
31.42
31.56
31.16
30.90 32.15
UP
UP
S
32.88
31.49
32.55
32.08
UP
UP
LP
S
6’ CHAIN LINK FENCE
ASPHALT
ASPHALT
CONCRETE SIDEWALK
S
T O
R M
4"G
4"G
5"
6"
15"
14"
RARITAN RIVER
TRAIL
ABAND.RR
TREES
TREES
TREES
PILE
12"
15"10"
7"
8"
10"
12" 12"
10"
10"
10"
9"
10"
22"
48"
DIRT ROAD
STONE
ABUTMENT
STONE
ABUTMENT
STONE
ABUTMENT
STONE
ABUTMENT
STEEL
STRUCTURE
ABAND.RR
UNPAVED DRIVE
STEEL
STONE
ABUTMENT
STONE
ABUTMENT
STONE
ABUTMENT
STONE
ABUTMENT
CONC. PLATFORM
ASPHALT
ASPHALT
A S P H
A L
T
CONC.
GROUND
METALPOSTS
METALPOSTS
MONIT.WELL
MONIT.WELL
M O
N
IT
W E
L L
RIM
27.74
TRAV 16
N64^49’00"E 542.04
N66^38’54"E 555.68
31.93
.6
23.68
23.36
32.27 32.27
STRUCTURE
STRUCTURE
S H
E D
W O
O D
S H
E D
W O
O D
GRAVEL
642643
648649 650 651 652
680681
709 712
853 854
UP#
867BB
GW#
TRANSMISSION
TOWER
UP#
PS1445
UP#
PS869BB
TEL.(AT&T)MARKER
RR SIGNAL
RR SIGNAL
UP#
PS1444
UP#
870BB
RR BOX
TRANSMISSION
TOWER
UP#
UP#
UP# 33
UP#PS872BB
TEL.
(AT&T)
MARKER
C L
F
C
L F
6’ CLF
C
L F
6’ CLF
C
L F
6’ CLF
X
X X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
0 2
867BB
GW#
TRANSMISSION
TOWER
UP#
PS1445
UP#
PS869BB
TEL.(AT&T)MARKER
RR SIGNAL
RR SIGNAL
UP#
PS1444
UP#
870BB
RR BOX
TRANSMISSION
TOWER
UP#
UP#
UP# 33
UP#PS872BB
TEL.
(AT&T)
MARKER
INV 23.44
12" MET
RIM
27.74
30"
CMP
INV
19.72
INV
19.46
19.72
PILE
ABAND.RR
CONC.
CONC.
CONC.
UNPAVED DRIVE
PILE
PILE
PILE
PILE
UNPAVED DRIVE
12"
10"
PILE
PILE
UP#1556BB
2 STY. BLOCK
6"
6"
5"
5"
6"
T A
N K
PILE
PILE
PILE
PILE
TANK
TANK
TANK
METALPOSTS
UP#
CONC.
RW
CONC.
CONC.
UP#1527BB
BRICK RW
UP#1527BB
UP#1525BB
DIR
T R
OAD
10"
METALPOSTS
OH
OH
OH
OH
O H
OH
C
L F
.0
.4
.3
INV. 22.84 18" OUT
INV. 24.40 12" IN
RIM 28.88
STORM MH
R
C P
INV. 22.44 36" OUT
INV. 22.72 18" IN
INV. 22.44 36" IN
RIM 36.01
STORM MH
R
C P
INV. 22.00
RIM 33.39
STORM MH
33.39
DMH
36.01
DMH 35.90
DMH
35.72
36.64
36.11
35.72
36.38
37.17
36.58
36.31
35.72
36.77
37.50
37.10
36.71
36.18
33.34
33.14
33.27
33.47
32.81
31.89
31.75 31.42
30.43
35.32
36.25
29.57
28.52
29.5729.38
UP
UP
UP
FH
27.92
28.32
ASPHALT
DIRT ROAD
ASPHALT
6’ CHAIN LINK FENCE
12"
8’ CHAIN LINK FENCE
x x x x
ROOF OVER STORAGE AREA
COMMERCIAL
MASONRY
1 STORY
FRAME COMMERCIAL
2 STORY
MASONRY COMMERCIAL
1 STORY
ASPHALT
ASPHALT
GRAVEL
ASPHALT
ASPHALT
S
T O
C K
A D
E
DWELLING
FRAME
2 STORY
30.53
FE
30.72
ROOF LINE
GARAGE
CONC. RETAINING WALL HEIGHT VARIES
RARITAN RIVER
OLD RR GRADE
C L A
Y
METAL
STORAGE
ASPHALT
GROUND
10"
34.94
34.85
34.38
34.48
24.91
32.60
32.98
30"
CMP
20.65
BOUND BROOK BORO
SOUTH BOUND BROOK BORO
TRAV 17
N66^38’54"E 555.68
MONIT.
ELEC. BOXRR
TRANSMISSION
TOWER
ELEC. BOXRR
UP#PS874BB
UP#PS873BB
6 ’ C
LF
UP#1557BB
C L A
Y
ELEC. BOXRR
RR SIGNAL
TRANSMISSION
TOWER
ELEC. BOXRR
MONIT.
WELL
UP#PS874BB
UP#PS873BB
20.6520.87
INV. 20.37
36" R
CP N
OT F
OUND
RIM 29.1
INV 21.4
30"
A T
T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
48" W
48" W48" W
48" W
48" W
48" W
R
C P
R
C P
R
C P
C
I P F
.M
STORM DRAIN MH
NOT FOUND
DETERIORATED STRUCTURE
NO APPARENT INVERT
STREAM DRAINS INTO STRUCTURE
OUTFALL NOT
FOUND
NJT CABLE
R
C P
A S
P E
R D
E S
I G
N D
R A
W I N
G
10" DIP F.M
10" DIP F.M.
10" DIP F.M.
F il e n a m e
S fi le ro o m
\c i
P lo t d a te
-A
P R
-2
:0
P lo t b y e e n d n a s
.0
:1
.0
S c a le
D e s c ri p ti o n
D a te
S y m b o l
A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t R l m r C
G d g n e e n d n a s
S u b m i t t e d b y
A
P R
:0
P l o t
D a t
A R
M Y
E N
G
IN
E E
R D
IS
T
R
R
P S
O F
E N
G I N
E E
W
Y O
R K
N
E W
Y O s ig n e d b n b d b b m it te d b e
R e w in g f il e n w in g c o d v ie w e d b
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
B O
U N
D B
R O
O K
N
E W
J E
R S
E Y
X X
X
X X
X G
R E
E N
B R
O O
K S
U B
-B A
S
IN
O F
T H
E R
A R
IT
A
N R
IV
E
E
T
N
O
V I D
R
E E
N B
R O
O K
F L
O O
D D
A M
A G
E R
E D
U C
T
IO
N P
R O
J E
C T
M a rc h
CG-101
CG-102
CG-103
CG-104
CG-105
N
KEY PLAN
Slo pe þÿ� 1� � o
4’
Inv El. 1 6.0
Install 36" o AD Gate on
Exist. Headwall
Reconstruct MH and
Hydrostatically Seal
Inv. El. 16.6
Junction ChamberInv El 24.13 inInv El 21.8 out
Headwall Inv El 24.42
Junction ChamberInv El 24.13 inInv El 21.8 out
Inv. El. 20.37+ (Exist.)
Junction Chamber
Inv. El. 22.02+in (Exist.)
Inv. El. 22.00 out
Remove Exist.MH
El. 31.5
DRAINAGE STRUCTURE NO. 18
Sta 72+22.9R
Control MH with 36"x36" Motor
Operated Flush Bottom
Sluice Gate
Inv. El. 21.96 in
Inv. El. 21.86 out
DRAINAGE STRUCTURE NO. 17
Sta 70+15.9 R
Control MH with 24"x24" Motor
Operated Flush Bottom
Sluice Gate
Inv. El. 21.96 in
Inv. El. 21.86 out
Inv. El. 21.0
MB27
MB28
MB30
PB20
MB31
MB32
PB21
MB33
PB19
PB18
MB29
S ta
.0
S ta
.2
S ta
.8
S ta
.6
S ta
.9
S ta
.8
S ta
.4
Control MH with 36"x36"
Motor-Operated
Flush Bottom Sluice Gate
Inv. El. to match Exist.
Drainage Structure No. 19
Drainage Structure No. 16
Slo pe þÿ� 1� � o
4’
Inv El. 1 6.0
Install 36" o AD Gate on
Exist. Headwall
Reconstruct MH and
Hydrostatically Seal
Inv. El. 16.6
Junction ChamberInv El 24.13 inInv El 21.8 out
Headwall Inv El 24.42
Junction ChamberInv El 24.13 inInv El 21.8 out
Inv. El. 20.37+ (Exist.)
Junction Chamber
Inv. El. 22.02+in (Exist.)
Inv. El. 22.00 out
Remove Exist.MH
El. 31.5
DRAINAGE STRUCTURE NO. 18
Sta 72+22.9R
Control MH with 36"x36" Motor
Operated Flush Bottom
Sluice Gate
Inv. El. 21.96 in
Inv. El. 21.86 out
DRAINAGE STRUCTURE NO. 17
Sta 70+15.9 R
Control MH with 24"x24" Motor
Operated Flush Bottom
Sluice Gate
Inv. El. 21.96 in
Inv. El. 21.86 out
Inv. El. 21.0
L3
L2
L4
L4
L4
36.4533.53
33.16
31.7232.11
31.28
31.20
31.94
33.64
31.0 31.2
23.6
21.9
2 STY.FR.
WV
RIM
35.28
RIM
35.31
INV 18.81 INV 18.76
CLF
CLF
GRASS
CONC. SHED
16"
28"
TREES
TREES
35.3
35.2
35.0
35.2
35.5
35.5
35.6
35.8
35.4
35.6
35.3
34.8
35.0
35.1
34.3
34.4
33.1
33.6
35.1
34.1
32.7
19.9
19.8
21.1
22.1
28.9
24.5
22.8
24.3
20.6
24.7
36.9 35.1
35.6
28.8
21.6
8"
8"
INV 18.96
INV 18.96
RIM
34.91 IN
V
.9
R
C P
7"
8"
METAL
BOX
W. MAIN STREET
IN
V
.7
I N
V
.6
MH RIM 30.41
GRASS
UP#
60987
C L
F
C O
N C
. C U
R B
C O
N C
. C U
R B
A S P H
A L
T
6"
14"
24"
C O
N C
S T
E P S
C O
N C
1 STY.BRICK
U P
B
B
UP#61290BB
R
C P
12" M
E T
RIM 33.60BOT 16.39
IN
V
.8
UNPAVED DRIVE
2 STY. BLOCK
1 1/2 & 2 STY. BLOCK
S
T Y
. M E
T A
L
S T
O R
A G
E
1 STY.METALSTORAGE
CONC.
ASPHALT
PLATFORM
C L
F
UP#
61289
CONC.
ASPHALT
1 STY.METALSTORAGE
IN
V
.3
I N
V
.8
M
E T
I N
V
.2
INV 23.44
RIM
30.17
RIM
30.10
WOOD & METAL
RET. WALL
27.60
26.7226.95
26.83 26.47
WOOD & METAL
RET. WALL
.5
C
L F
RIM
27.74
28.20
’ C
L F
32.18
33.4
.3
CONCRETE CURB
NJT
NJT INV. 26.95
þÿ�I�N�V�.�
MH
RIM 32.92
MH
6"W
6"W
6"W
6"W
35.2
35.3
34.8
34.9
33.13 32.42
32.14
31.79
GRAVEL
0 2
32.1
32.3
.4
31.9
32.4
32.0
32.2
.3
.2
32.4
26.3
31.5
31.8
31.9
30.5
31.0
31.1
32.0
31.9
29.530.3
32.8
28.3
28.2
INV. 17.62 OUT
INV. 17.72 IN
RIM 30.38
SAN. MH
BOLLARD
BOX
VALVE
GRAVEL
GRAVEL
GRAVEL
GRAVEL
EDGE OF PAVEMENT
UP61412BB
UP61413BB
UP 60990BB
UP 61291BB
UP 60988
UP 61318BB
C O
N C
R E
T E
A P
R O
N
C O
N C
R E
T E
A P
R O
N
6’ CHAIN LINK FENCE
C
H A
I N
L I N
K F
E N
C E
C
H A
I N
L I N
K F
E N
C E
C
H A
I N
L I N
K F
E N
C E
C
H A
I N
L I N
K F
E N
C E
X
X
X
X
X
X
X
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
X
X
X
X
X
X
X
BUILDING
METAL
CORREGATED
1 STORY
1 STORY
CORREGATED
METALBUILDING
BUILDING
METAL
CORREGATED
1 STORY
WOOD SHED
GRAVEL
35.52
35.12
33.54
34.26
35.52
36.11
35.58
35.25
32.74
32.22
31.89
30.43
30.90
31.23
31.42
31.56
31.16
30.90 32.15
UP
UP
S
32.88
31.49
32.55
32.08
UP
UP
LP
S
6’ CHAIN LINK FENCE
ASPHALT
ASPHALT
CONCRETE SIDEWALK
S
T O
R M
4"G
4"G
34.5835.3134.4935.2834.56 33.26
31.84
21.79 21.25
20.00
19.76
22.00
21.63
19.0418.18
18.21
20.65
20.87
22.30
24.38
28.74
33.06
33.41 36.44 36.45
33.0
34.3
33.6
19.8
19.6
20.3
22.3
5"
6"
15"
14"
RARITAN RIVER
TRAIL
ABAND.RR
TREES
TREES
TREES
22.322.5
20.3
23.6
22.4
21.9
22.6 22.3
22.6
21.7
21.3
19.6
19.4
20.6
20.0
20.3
22.6
21.6
20.6
20.4
PILE
34.3
33.9
34.5
34.4
34.8
33.8 33.8
34.9 34.4
28.0 27.8
27.0
19.7
19.4
18.8
20.0
20.520.7
22.8
17.6
22.3
22.8
24.6
19.5
34.2
33.8
22.9
19.6
12"
15"10"
7"
8"
10"
12" 12"
10"
10"
10"
9"
10"
22"
48"
DIRT ROAD
STONE
ABUTMENT
STONE
ABUTMENT
STONE
ABUTMENT
STONE
ABUTMENT
STEEL
STRUCTURE
ABAND.RR
UNPAVED DRIVE
34.1
34.4
34.1
34.5
34.6
22.4
18.9 21.4 19.1
STEEL
STRUCTURE
STONE
ABUTMENT
STONE
ABUTMENT
STONE
ABUTMENT
STONE
ABUTMENT
CONC. PLATFORM
ASPHALT
ASPHALT
A S P H
A L
T
CONC.
GROUND
METALPOSTS
METALPOSTS
MONIT.WELL
MONIT.WELL
M O
N
IT
W E
L L
RIM
27.74
TRAV 16
N64^49’00"E 542.04
N66^38’54"E 555.68
31.93
.6
23.68
23.36
32.27 32.27
34.5835.3134.4935.2834.56
24.6
34.2 STRUCTURE
34.1
STRUCTURE
28.8
25.8
S H
E D
W O
O D
S H
E D
W O
O D
GRAVEL
32.3
20.7
19.3
19.8
20.6
19.7
17.9
17.4
19.8
20.0
20.7
19.9
20.8
20.1
20.8
19.7
21.7
21.2
20.8
19.9
20.8
19.5
19.7
19.3
21.4
23.7
27.2
20.8
19.2
19.1
22.9
22.6
22.5
21.2
23.0
702 23.4
21.6
26.1
27.2
22.6
23.4
24.1
22.9
21.3
22.7
26.4
21.8
19.3
851 19.4
23.1
23.4
28.1
18.5
16.9
18.9
19.5
19.6
17.1
17.9
18.8
18.8
19.2
706 19.2
19.3
UP#
867BB
GW#
TRANSMISSION
TOWER
UP#
PS1445
UP#
PS869BB
TEL.(AT&T)MARKER
RR SIGNAL
RR SIGNAL
UP#
PS1444
UP#
870BB
RR BOX
TRANSMISSION
TOWER
UP#
UP#
UP# 33
UP#PS872BB
TEL.
(AT&T)
MARKER
C L
F
C
L F
6’ CLF
C
L F
6’ CLF
C
L F
6’ CLF
X
X X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
0 2
867BB
GW#
TRANSMISSION
TOWER
UP#
PS1445
UP#
PS869BB
TEL.(AT&T)MARKER
RR SIGNAL
RR SIGNAL
UP#
PS1444
UP#
870BB
RR BOX
TRANSMISSION
TOWER
UP#
UP#
UP# 33
UP#PS872BB
TEL.
(AT&T)
MARKER
INV 23.44
12" MET
RIM
27.74
30"
CMP
INV
19.72
INV
19.46
19.72
PILE
ABAND.RR
CONC.
CONC.
CONC.
UNPAVED DRIVE
PILE
PILE
PILE
PILE
UNPAVED DRIVE
38.1
33.7
28.4
29.8
12"
10"
PILE
PILE
UP#1556BB
2 STY. BLOCK
6"
6"
5"
5"
6"
T A
N K
PILE
PILE
PILE
PILE
TANK
TANK
TANK
METALPOSTS
UP#
CONC.
RW
CONC.
CONC.
UP#1527BB
BRICK RW
UP#1527BB
UP#1525BB
DIR
T R
OAD
10"
METALPOSTS
OH
OH
OH
OH
O H
OH
C
L F
.0
.4
.3
INV. 22.84 18" OUT
INV. 24.40 12" IN
RIM 28.88
STORM MH
R
C P
INV. 22.44 36" OUT
INV. 22.72 18" IN
INV. 22.44 36" IN
RIM 36.01
STORM MH
R
C P
INV. 22.00
RIM 33.39
STORM MH
33.39
DMH
DMHDMH
36.01
DMH
DMHDMH 35.90
DMHDMHDMH
35.72
36.64
36.11
35.72
36.38
37.17
36.58
36.31
35.72
36.77
37.50
37.10
36.71
36.18
33.34
33.14
33.27
33.47
32.81
31.89
31.75 31.42
30.43
35.32
36.25
29.57
28.52
29.5729.38
UP
UP
UP
FH
27.92
28.32
ASPHALT
DIRT ROAD
ASPHALT
6’ CHAIN LINK FENCE
12"
8’ CHAIN LINK FENCE
x x x x
ROOF OVER STORAGE AREA
COMMERCIAL
MASONRY
1 STORY
FRAME COMMERCIAL
2 STORY
MASONRY COMMERCIAL
1 STORY
ASPHALT
ASPHALT
GRAVEL
ASPHALT
ASPHALT
S
T O
C K
A D
E
DWELLING
FRAME
2 STORY
30.53
FE
FEFE
30.72
ROOF LINE
ROOF LINE
ROOF LINE
GARAGE
CONC. RETAINING WALL HEIGHT VARIES
RARITAN RIVER
OLD RR GRADE
34.834.8
35.2
34.9
35.0
34.8
33.9
17.9
19.2
20.2
20.3
20.5
C L A
Y
METAL
STORAGE
ASPHALT
GROUND
10"
34.38
34.48
24.91
32.60
32.98
30"
CMP
20.65
BOUND BROOK BORO
SOUTH BOUND BROOK BORO
TRAV 17
N66^38’54"E 555.68
MONIT.
ELEC. BOXRR
TRANSMISSION
TOWER
ELEC. BOXRR
UP#PS874BB
UP#PS873BB
6 ’ C
LF
UP#1557BB
C L A
Y
ELEC. BOXRR
RR SIGNAL
TRANSMISSION
TOWER
ELEC. BOXRR
MONIT.
WELL
UP#PS874BB
UP#PS873BB
36" R
CP N
OT F
OUND
RIM 29.1
INV 21.4
30"
RARITAN RIVER
OLD RR GRADE
34.834.8
35.2
34.9
35.0
34.8
33.9
17.9
19.2
20.2
20.3
20.5
C L A
Y
METAL
STORAGE
ASPHALT
GROUND
10"
34.38
34.48
24.91
32.60
32.98
30"
CMP
20.65
BOUND BROOK BORO
SOUTH BOUND BROOK BORO
TRAV 17
N66^38’54"E 555.68
MONIT.
ELEC. BOXRR
TRANSMISSION
TOWER
ELEC. BOXRR
UP#PS874BB
UP#PS873BB
6 ’ C
LF
UP#1557BB
C L A
Y
ELEC. BOXRR
RR SIGNAL
TRANSMISSION
TOWER
ELEC. BOXRR
MONIT.
WELL
UP#PS874BB
UP#PS873BB
36" R
CP N
OT F
OUND
RIM 29.1
INV 21.4
30"
29.48 TC
29.71 TC
INV. 25.72
RIM 29.77
MH
IN
V
. 2 8.1
GR. 29.60
E
E
28.91
29.11
LP S S
MH
S S
ASPHALT
ASPHALT DWELLINGSTORM MH W/GRATE
E E E
A T
T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
48" W
48" W48" W
48" W
48" W
48" W
R
C P
R
C P
R
C P
C
I P F
.M
STORM DRAIN MH
NOT FOUND
DETERIORATED STRUCTURE
NO APPARENT INVERT
STREAM DRAINS INTO STRUCTURE
OUTFALL NOT
FOUND
NJT CABLE
R
C P
A S
P E
R D
E S
I G
N D
R A
W I N
G
10" DIP F.M
10" DIP F.M.
10" DIP F.M.
R = 9"
E
l. 3
.2
E
l. 4
.0
’x
’ B o x
C u lv e r t
E
l. 4
.2
E
l. 3
.2
E
l. 4
.2
E
l. 4
.0
E
l. 4
.3
E
l. 3
.6
FFE=43.83
43.00
42.85
42.28
EL. 27.5
EL. 20.4 1500
GALLON
DIESEL
TANK
S ta
.0
R
E l.
E
E
E
E
E
E
N 628650
N 628800
N 628950
N 629100
N 629250
E
E
E
E
E
N 629100
N 629250
N 629400
0 30 30 60FT 15
N
N 628950
SCALE: 1"=30’
S E
G M
E N
T R
E
E
N 629400
N 628650
N 628800
C C
-G B
F C
-7
M a tc h L in e S h e e t
N o C
G -1
RARITAN RIVER
P L
A N
S T
A
.2 t o S
T A
.2
CG105
Railroad tracks have been removed by others
Construction Access Road
Contractor’s Staging Area
3#4AWG(USE)-2"C
(PVC COATED RGS)
For General Notes, See Sheet G-101 For Alignment Data, See Sheet CS-401
For Levee Profile, See Sheet CG-201 For Cross Sections, See Sheets CG-301 through CG-304For Details of Drainage Structure No. 18, See Sheet C-504
For Cellular Confinement System Details, See Sheet C-509 For Erosion Control Plan, See Sheets CE-101 through CE-105
For General Notes, See Sheet G-101
For Alignment Data, See Sheet CS-401
For Levee Profile, See Sheet CG-201
For Cross Sections, See Sheets CG-301 through CG-304
For Details of Drainage Structure No. 14, See Sheet C-501
For Cellular Confinement System Details, See Sheet C-509
For Erosion Control Plan, See Sheets CE-101 through CE-105
PILE
PILE
PILE
PILE
PILE
PILE
PILE
PILE
UNPAVED DRIVE
PILE
C L
F
CLF
ASPHALTPARKING
LOT
UP#
466BB
CONC. CURB
C.L.F. ONCONC. WALL
UP#
465BB
CLF
10"
UP# 30
8"
12"
10"
PILE
PILE
UP#
1556BB
PILE
PILE
PILE
PILE
CLF
ABANDONED RR
ABANDONED RR
ABANDONED RR
WV
CONC.
FDN.
UP#
1546BB
UP#
1545BB
UP#
1544BB
CONC. CURB
ASPHALT PARKING LOT
CONC. CURB
CONC. CURB
ASPHALT
CONC. CURB
GRASS
CLF
GRASS
OH
34.11 34.8
2TRANSMISSION
TOWER
OH
OH
OH
R
C P
D
I P
24.43 12" OUT
INV. 24.41 36" IN & OUT
GR. 28.74
INLET TYPE E
INV. 22.84 18" OUT
INV. 24.40 12" IN
RIM 28.88
STORM MH
R
C P
R
C P
INV. 22.58 OUT
INV. 22.60 IN
RIM 35.90
STORM MH
INV. 22.44 36" OUT
INV. 22.72 18" IN
INV. 22.44 36" IN
RIM 36.01
STORM MH
R
C P
INV. 22.00
RIM 33.39
STORM MH
28.88
MH
28.74
E INLET
33.39
DMH
36.01
DMH 35.90
DMH
36.46
IB 8-7.3 SET
36.77
37.50
37.10
36.71
36.18
35.32
36.25
28.52
27.92
28.19
DIRT ROAD
12"
7’ CHAIN LINK FENCE
xxx x x x xx
ASPHALTASPHALT
GRAVEL
S
T O
C K
A D
E
DWELLING
FRAME
1 1/2 STORY METAL COMMERCIAL
GRAVEL
RARITAN RIVER
C L A
Y
DIRT ROAD 35"
14" 36"
METAL
STORAGE
TRAIL
20"
5"
8"
GRAVEL
GRAVEL
GRAVEL35.36
35.13
34.38
34.48
24.91
32.60
20.65
TRAV 18
N74^14’43"E 503.58
N73^58’19"E 549.77
RR BOX
ELEC. BOX
RR
RR SIGNAL
RR SIGNAL
UP#PS875BB
UP#
PS877BB
TOWER
ELEC. BOXRR
RR BOX
UP#
1557BB
C L A
Y
ELEC. BOX
RR
TEL.(AT&T)MARKER
RR SIGNAL
RR SIGNAL
RR SIGNAL
UP#PS875BB
UP#
PS877BB
TOWER
ELEC. BOXRR
INV
20.85 20.65
RIM 29.1
INV 21.4
30"
LP
INV 37.84
INV 37.79GR 40.89
INV 37.32GR 40.77
R
C P
I N
V
.6
12" RCPINV 36.66
8" C
L A
Y
C
L A
Y
IN
V
.5
RIM 39.90BOT 21.80
MET. RAILON CONCWALL
UP#
1547BB
L O
G S
L O
G S
GRASS
CLF
CB
OH
OH
RIM 40.30
C
L A
Y
41.51 T/W41.03 B/W
41.38 T/W41.03 B/W
8’ CLF
40.66 40.76
41.1840.30
.8
37.4
5’ CLF ONCONC. BASE
RARITAN RIVER
TRANSMISSION
TOWER
TOP OFWALL 24.45
C
L A
Y
INV
18.05
17"
8" 5"
4"8" 9"
10"
10"
12"
DIRT ROAD
BOUND BROOK BOROSOUTH BOUND BROOK BORO
N73^58’19"E 549.77
TRAV 19
AT&T
AT&T
AT&T
AT&TAT&T
AT&T
AT&T
AT&T
AT&T
A T
T
AT&T
48" W
48" W
48" W
48" W 48" W
48" W
48" W
NJT CABLE
NJT CABLE
NJT CABLE
10" CIP F.M.
10" C
IP
F .M
10" CIP F.M.‘
C
F
M
10" CIP F.M.‘ 10" CIP F.M.‘
10" CIP F.M
10" DIP F.M.
F il e n a m e
S fi le ro o m
\c i
P lo t d a te
-A
P R
-2
:0
P lo t b y e e n d n a s
.0
:1
.0
S c a le
D e s c ri p ti o n
D a te
S y m b o l
A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t R l m r C
G d g n e e n d n a s
S u b m i t t e d b y
A
P R
P l o t
D a t
A R
M Y
E N
G
IN
E E
R D
IS
T
R
R
P S
O F
E N
G I N
E E
W
Y O
R K
N
E W
Y O s ig n e d b n b d b b m it te d b e
R e w in g f il e n w in g c o d v ie w e d b
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
B O
U N
D B
R O
O K
N
E W
J E
R S
E Y
X X
X
X X
X G
R E
E N
B R
O O
K S
U B
-B A
S
IN
O F
T H
E R
A R
IT
A
N R
IV
E
E
T
N
O
V I D
R
E E
N B
R O
O K
F L
O O
D D
A M
A G
E R
E D
U C
T
IO
N P
R O
J E
C T
M a rc h
CG-101
CG-102
CG-103
CG-104
CG-105
N
KEY PLAN
S ta
.7
R
E l.
.6
S ta
.5
R
E l.
.7
S ta
.4
R
E l.
.6
A.D. Gate Chamberwith 36"o
A.D. Gate Inv. El. 21.81
Inv. El. 21.31 out
Junction Chamber
Inv. El. 22.02+in (Exist.)
Inv. El. 22.00 out
Remove Exist.MH
El. 31.5
DRAINAGE STRUCTURE NO. 18
Sta 72+22.9R
Control MH with 36"x36" Motor
Operated Flush Bottom
Sluice Gate
Inv. El. 21.96 in
Inv. El. 21.86 out
PB21
MB33
MB34
PB22
B2
MB35
B3
B4
RR1
0 7
0 7
S ta
.9
S ta
.8
S ta
.3
S ta
.4
2+
S ta
.5
CG-201
O
F I
A
S
T A
0 30 30 60FT
SCALE: 1"=30’
15 0 10 10 20FT
SCALE: 1"=10’
Vertical:
Horizontal:
BASIC CONTRACT
BASIC CONTRACT
BASIC CONTRACT
F il e n a m e
S fi le ro o m
\c i
P lo t d a te
-A
P R
-2
:0
P lo t b y e e n d n a s
.0
:1
.0
S c a le
D e s c ri p ti o n
D a te
S y m b o l
A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t R l m r C
G d g n e e n d n a s
S u b m i t t e d b y
A
P R
P l o t
D a t
A R
M Y
E N
G
IN
E E
R D
IS
T
R
R
P S
O F
E N
G I N
E E
W
Y O
R K
N
E W
Y O s ig n e d b n b d b b m it te d b e
R e w in g f il e n w in g c o d v ie w e d b
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
B O
U N
D B
R O
O K
N
E W
J E
R S
E Y
X X
X
X X
X G
R E
E N
B R
O O
K S
U B
-B A
S
IN
O F
T H
E R
A R
IT
A
N R
IV
E
E
T
N
O
V I D
R
E E
N B
R O
O K
F L
O O
D D
A M
A G
E R
E D
U C
T
IO
N P
R O
J E
C T
M a rc h
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00
41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00
51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00
P V
I
.6
E le v
.5
P V
I
.0
E le v
.3
P V
I
.2
E le v
.2
P V
I
.7
E le v
.2
P V
I
.7
E le v
.7
P V
I
.6
E le v
.3
P V
I
.5
E le v
.1
P V
I
.0
E le v
.9
P V
I
.7
E le v
.6
P
V I
.6
E le v
.8
P V
I
.4
E le v
.8
P V
I
.4
E le v
.3
Approximate Existing Ground
Line along center line of levee
Approximate Existing Ground
Line along center line of levee
Approximate Existing Ground
Line along center line of levee
Bottom of Inspection Trench
Bottom of Inspection Trench
Bottom of Inspection Trench
Invert of drainage ditch along protected side of levee
Invert of drainage ditch along protected side of levee
Invert of drainage ditch along protected side of levee
Drainage Structure No. 14
18" O RCP
Drainage Structure No. 15
36" O RCP
72" O RCP
under levee access road
Access road
Access Road along unprotected side of levee
O
F I
A
S
T A
CG-202
0 30 30 60FT
SCALE: 1"=30’
15 0 10 10 20FT
SCALE: 1"=10’
Vertical:
Horizontal:
BASIC CONTRACT BID OPTION #1
BID OPTION #1
61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00
71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00
P V
I
.0
E le v
.1
P V
I
.7
E le v
.6
P V
I
.4
E le v
.6
P V
I
.5
E le v
.7
P V
I
.2
E le v
.4
P V
I
.1
E le v
.5
P V
I
.5
E le v
.0
P V
I
.3
E le v
.0
P V
I
.7
E le v
.0
P V
I
.2
E le v
.0
Approximate Existing Ground
Line along center line of levee
Approximate Existing Ground
Line along center line of leveeBottom of Inspection Trench
Bottom of Inspection Trench
Invert of drainage ditch along protected side of levee
Invert of drainage ditch along protected side of levee
Pump Station Generator Building
Top of Floodwall El. 41.1
Top of Floodwall El. 41.1
Top of footing el. 21.0
Top of footing el. 21.0
Bottom of wall footing el. 19.0
Bottom of wall footing el. 19.0
Bottom of wall key el. 16.0
Bottom of wall key el. 16.0
Pump Station Outlet
5’x5’ Box Culvert
Inv. 17.12
Diesel Storage Tank
Drainage structure No. 16
Sluice gate…
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