Segment_B3_(NPS)_Drawings_-_4-15-2016.pdf
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- Attached to
- Green Brook Segment B3 Federal contract opportunity
- Solicitation number
- W912DS-16-B-0007
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| File | Type | Posted |
|---|---|---|
| W912DS-16-B-0007_Bid_Abstract.pdf | ||
| W912DS-16-B-00070009.PDF | ||
| 16-0258.pdf | ||
| W912DS-16-B-00070008.pdf | ||
| W912DS-16-B-00070007.pdf | ||
| W912DS-16-B-00070006.pdf | ||
| W912DS-16-B-00070005.pdf | ||
| W912DS-16-B-00070004.pdf | ||
| W912DS-16-B-0007-0003.pdf | ||
| W912DS-16-B-0007-Amendment_0002.pdf | ||
| GB_SEG_B3_C-104WCB_REV1.pdf | ||
| final-report-URS-geotech.pdf | ||
| GB_SEG_B3_C-101WCB_REV1.pdf | ||
| 4-STRUCT_A W_100__NPS_4-28-2016_-_modified_drwgs_only.pdf | ||
| GB_SEG_B3_SS709WCB_REV1.pdf | ||
| GB_SEG_B3_C-503WCB_REV1.pdf | ||
| W912DS-16-B-0007-Amendment_0001.pdf | ||
| GB_SEG_B3_C-501WCB_REV1.pdf | ||
| GB_SEG_B3_SB101WCB_REV1.pdf | ||
| GB_SEG_B3_C-102WCB_REV1.pdf | ||
| EM_1110-2-6056.pdf | ||
| W912DS-16-B-0007.pdf | ||
| Specifications_-_B3_100__NPS_4-12-2016.pdf |
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VICINITY MAP
NOT TO SCALE
NOT TO SCALE
LOCATION PLAN
N
FLOOD RISK MANAGEMENT PROJECT
GREEN BROOK
GREEN BROOK SUB-BASIN OF THE RARITAN RIVER
THIS PROJECT
THIS PROJECT
-A
P R -2
X X
X
G B S
E G B
G
W C
B .d g n
C O
V E
R S
H E
E T
G-101
SEGMENT B-3
BOROUGH OF MIDDLESEX, NEW JERSEY
SOLICITATION NO. W912DS-16-B-0007
DRWGS: L-101 THRU L-104 DRWGS: S-101 THRU S-720
SF-830 THRU SF-831
DRWGS: SF-801 THRU SF-817;
X-101 THRU X-102
V-101 THRU V-102;
CG-101 THRU CG-506;
CD-101 THRU CD-102;
DRWGS: C-100 THRU C-508;
DRWGS: D-100 THRU D-304 DRWGS: E-001 THRU E-502
DESIGN
GEOTECHNICAL
N
D E
L A
W A
R E el a w e a r v e
Lon g I sla nd
Sou nd
Cape
Cod
Bay
Nantucket Sound
Montauk Point
Lon g I sla nd
N E W Y O R K MASSACHUSETTS
CONNECTICUT
P E
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L V
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IDENTIFICATION
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IDENTIFICATION
SHEET
B O
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G R
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D S -1
-B -0
GENERAL
NO.
REFERENCE
SHEET
TITLE
NO.
SHEET
GEOTECHNICAL
INDEX OF DRAWINGS
BORING LOCATION PLAN
BORING NOTES AND LEGENDS
G-101
G-102
G-103
B-101
B-102
B-103
COVER SHEET
S-101
S-102
S-401
S-402
S-403
S-404
S-405
S-701
S-702
S-703
S-704
S-706
S-707
S-708
S-709
S-710
S-711
S-712
S-713
SHEET PILE FABRICATED CORNER DETAILS - SHEET 1
SHEET PILE FABRICATED CORNER DETAILS - SHEET 2
NO.
REFERENCE
SHEET
TITLE
NO.
SHEET
V-101
V-102
X-101
X-102
SURVEY
LANDSCAPE
RIGHT OF WAY
C-101
CIVIL
C-102
C-201
C-202
C-502
CD-101
CD-102
CG-501
CG-502
CG-503
CG-504
CG-101
CG-102
CG-103
CG-104
EROSION CONTROL DETAIL - SHEET 1
EROSION CONTROL DETAIL - SHEET 2
EROSION CONTROL DETAIL - SHEET 3
EROSION CONTROL DETAIL - SHEET 4
EROSION CONTROL NOTES - SHEET 1 CG-505
CG-506
C-203
C-302
C-301LEVEE TYPICAL SECTIONS
C-303
C-304
C-305
C-503
C-504
EROSION CONTROL NOTES - SHEET 2
S-103
S-104
S-105
S-301
S-302
S-303
S-714
S-715
CULVERT DETAILS - SHEET 1
CULVERT DETAILS - SHEET 2
S-716
S-717
S-718
S-719
GENERAL PLAN SHEET - STA. 53+77.68 TO STA. 58+00
GENERAL PLAN SHEET - STA. 58+00 TO STA. 63+20
DRAINAGE PROFILE SHEET - STA. 53+77.68 TO STA. 58+00
GRADING PLAN - STA. 53+77.68 TO STA. 57+00
GRADING PLAN - STA. 57.00 TO STA. 63+20
S-720
CULVERT DETAILS - SHEET 3
C-501
L-101
L-102
C-204
S-705TYPICAL SHEET PILE DETAILS-SHEET 1
TYPICAL SHEET PILE DETAILS-SHEET 2
STRUCTURAL GENERAL NOTES
FLOODWALL GENERAL SITE PLAN
FLOODWALL PLAN AND PROFILE - SHEET 1
FLOODWALL PLAN AND PROFILE - SHEET 2
FLOODWALL PLAN AND PROFILE - SHEET 3
FLOODWALL MONOLITH SECTIONS - MONOLITHS M54 THRU M59
FLOODWALL MONOLITH SECTIONS - MONOLITHS M60 THRU M65
FLOODWALL MONOLITH SECTIONS - MONOLITHS M66 AND M67
FLOODWALL MONOLITH PLANS - MONOLITH M54
FLOODWALL MONOLITH PLANS - MONOLITHS M55 AND M56
FLOODWAL MONOLITH PLANS - MONOLITHS M57 THRU M62
FLOODWALL MONOLITH PLANS - MONOLITHS M63 THRU M65
FLOODWALL MONOLITH PLANS - MONOLITHS M66 AND M67
TYPICAL FLOODWALL JOINT DETAILS
I-WALL TO T-WALL JOINT DETAILS
TYPICAL STEEL MICROPILE DETAILS AND PILE/SHEET PILE DATA
MICROPILE COMPRESSION TEST DETAILS
MICROPILE TENSION TEST DETAILS
HEADWALL NO. 8-5 PLAN, SECTIONS AND DETAILS
HEADWALL NO. 9-2 PLAN, SECTIONS AND DETAILS
HEADWALL NO. 9-2 SECTIONS AND DETAILS
DRAINAGE CHAMBER NO. 8-4 PLAN, SECTIONS AND DETAILS
TYPICAL FLOODWALL DETAILS-SHEET 1
TYPICAL FLOODWALL DETAILS-SHEET 2
FLOODWALLS - STRUCTURAL
L-103
LANDSCAPING PLAN SHEET - STA. 53+77.68 TO STA. 56+00
LANDSCAPING PLANTING DETAILS - STA. 56+00 TO STA. 63+20
LANDSCAPING NOTES AND SEED MIX TABLES
C-100
C-103
C-104
PROJECT ALIGNMENT SHEET
C-505
INDEX OF DRAWINGS - SHEET NO. 2
INDEX OF DRAWINGS - SHEET NO. 1
CONTRACTOR WORKING LIMITS COORDINATE TABLE - SHEET 1 STA. 53+77.68 TO STA. 58.00
CONTRACTOR WORKING LIMITS COORDINATE TABLE - SHEET 2 STA. 58.00 TO STA. 63.20
DRAINAGE PROFILE SHEET - STA. 58+00 TO STA. 61+33.26
STORM SEWER PROFILES - SHEET 1
RELOCATED SANITARY SEWER PROFILE - SHEET 1
C-205
C-506
C-507
C-508
CG-105
SEGMENTAL BLOCK WALL PROFILE
CROSS SECTIONS STA. 54+00 TO STA. 55+50
CROSS SECTIONS STA. 56+00 TO STA. 57+50
CROSS SECTIONS STA. 58+00 TO STA. 59+50
CROSS SECTIONS STA. 60+00 TO STA. 61+33.26
DEMOLITION PLAN SHEET - STA. 53+77.68 TO STA. 58+00
DEMOLITION PLAN SHEET - STA. 58+00 TO STA. 63+20
EROSION CONTROL PLAN SHEET - STA. 53+77.68 TO STA. 58+00
EROSION CONTROL PLAN SHEET - STA. 58+00 TO STA. 63+20
EXISTING SURVEY PLANS - STA. 53+77.68 TO STA. 58+00
EXISTING SURVEY PLANS - STA. 58+00 TO STA. 63+20
PROPOSED RIGHT OF WAY PLAN SHEET STA. 53+77.68 TO STA. 58+00
PROPOSED RIGHT OF WAY PLAN SHEET STA. 58+00 TO STA. 63+20
B-104
B-105
B-106
BORING LOGS - SHEET 2
BORING LOGS - SHEET 3
BORING LOGS - SHEET 4
BORING LOGS - SHEET 1
FLOODWALL ARCHITECTURAL TREATMENT AND MISCELLANEOUS DETAILS - SHEET 1
FLOODWALL ARCHITECTURAL TREATMENT AND MISCELLANEOUS DETAILS - SHEET 2
L-104LANDSCAPING DETAILS AND PLANTING SCHEDULE
SITE DETAILS - SHEET 1
SITE DETAILS - SHEET 2
PUMP STATION OUTFALL DETAILS
DECORATIVE FENCE DETAILS
CHAIN LINK FENCE DETAILS
CHAIN LINK GATE DETAILS
UTILITY BEDDING DETAILS
AMERICAN LEGION PARKING LOT DETAILS
GRADING ELEVATIONS
-A
P R -2
X X
X
G B S
E G B
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W C
B .d
G-103
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IDENTIFICATION
SHEET
B O
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D
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G M
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G R
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C T
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D S -1
-B -0
NO.
REFERENCE
SHEET
TITLE
NO.
SHEET
D-100
D-101
D-301
D-302
D-303
PUMP STATION - ELECTRICAL
PUMP STATION - PROCESS PIPING
PUMP STATION GL-5 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS E-001
E-101
E-401
E-501
E-502
PUMP STATION - STRUCTURAL
INDEX OF DRAWINGS
NO.
REFERENCE
SHEET
TITLE
NO.
SHEET
SF-801
SF-802
SF-803
SF-804
SF-805
SF-806
SF-807
SF-808
SF-809
SF-810
SF-811
SF-812
SF-813
SF-814
SF-815
SF-816
SF-830
STRUCTURAL GENERAL NOTES - I
STRUCTRUAL GENERAL NOTES - II
STRUCTURAL WET WELL FOUNDATION PLAN
STRUCTURAL WET WELL MID LIEVEL PLAN
STRUCTURAL WET WELL TOP LEVEL PLAN
STRUCTURAL WET WELL SECTION - I
STRUCTURAL WET WELL SECTIONS - II
STRUCTURAL WET WELL SECTIONS - III
MISCELLANEOUS DETAILS AND SECTIONS
STRUCTURAL CULVERT INTERFACE
STRUCTURAL SPECIAL PZ-22 TEE DETAIL
STRUCTURAL STEEL GRATING DETAILS
PUMPSTATION GL-5 PROCESS PIPING INVERT PLAN
PUMP STATION GL-5 PROCESS PIPING TOP & MID PLAN
PUMP STATION GL-5 PROCESS PIPING SECTIONS SHEET 1
PUMP STATION GL-5 PROCESS PIPING SECTIONS SHEET 2
REFERENCE DRAWINGS
INLETS, TYPE A,B AND C CD-602-2
MANHOLES CD-602-8
PRECAST MANHOLES CD-602-9
CD-602-4
CD-602-3
INLETS, TYPES E, E1, E2 AND ES
INLETS, TYPES B1, B2 AND B, B1 AND B2 MODIFIED
WET WELL - BAR SCREEN - PLAN, SECTIONS AND DETAILS
WET WELL - TRASH RACK - PLAN, SECTIONS AND DETAILS
SF-817STRUCTURAL CONCRETE DETAILS
STRUCTURAL GRATING SUPPORT CONNECTIONS
STRUCTURAL FENCE AND STAIR DETAILS
PUMP STATION GL-5 SECTIONS SHEET 3
INTERIOR DRAINAGE AREA MAP C-108
INLET GENERAL DETAILS CD-602-1
HYDROLOGIC DATA VH601
SF-831
PUMP STATION GL-5 ELECTRICAL DETAILS SHEET 1 OF 2
PUMP STATION GL-5 ELECTRICAL DETAILS SHEET 2 OF 2
D-304PUMP STATION GL-5 CLOSURE PLATE DETAILS
PLAN & FIXTURE SCHEDULE
PUMP STATION GL-5 FUTURE CONTROL BUILDING & PUMP STATION LIGHTING
PUMP STATION GL-5 FUTURE CONTROL BUILDING & PUMP STATION ELECTRICAL SITE PLAN
STRUCTURAL - RETAINING WALL PLAN & ELEVATION
STRUCTURAL - RETAINING WALL SECTION & DETAILS
NN
SUBSURFACE INVESTIGATION LOCATION
POINT TYPE NORTHING EASTING
B-13
B-12
B-11
B-10
B-9
B-8
B-7
B-6
B-5
B-4
B-3
B-2
B-1
BORING
BORING
BORING
BORING
BORING
BORING
BORING
BORING
BORING
BORING
BORING
BORING
BORING
636026.28
636171.84
636442.25
636566.96
636684.86
636896.24
637103.64
637318.69
637428.73
637669.18
637749.58
637968.38
638187.19
2046447.20
2046428.49
2046321.50
2046295.03
2046161.62
2046002.89
2045828.61
2045687.28
2045427.84
2045335.75
2045343.45
2045253.64
2044916.57
200'0 100'
SCALE:1"=100'
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N 6 37, N 6 37, N 6 37, N 6 35, N 6 36, N 6 36, N 6 36, E ,0
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N 6 36, N 6 36, N 6 36, N 6 36, E ,0
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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
D A
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R O
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A S
IN
O
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H E R
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IT
A N R
IV
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G R
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R O
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L O
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IS
K M
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R O J E
C T
W
D S -1
-B -0
B-13
B-12
B-11
B-10B-9
B-8
B-7
B-6
30+00
31+00
32+00
33+00
34+00 35+00
36+00
37+00
38+00
39+00
40+00
43+00
44+00
45+00
46+00
47+00
48+00
49+00
50+00
53+00
54+00
58+00
59+00
60+00
+0
63+00
1+
2+
3+
4+
5+
P I .0
B-5
B-1
B-4
B-3
B-2
B R
O O
K R
O A
D
C .L . B
O U
N D
(NOT IN CONTRACT)
FLOODWALL & LEVEE
C.L. SEGMENT B-5
STA. 61+33.26
END SEGMENT B-3
(NOT IN CONTRACT)
FLOODWALL
C.L. SEGMENT B-4
(NOT IN CONTRACT)
C.L. SEGMENT B-2 FLOODWALL
STA. 53+77.68
BEGIN SEGMENT B-3
FLOODWALL & LEVEE
C.L. SEGMENT B-3
-A
P R -2
X X
X
G B S
E G B
B -1
W C
B .d
-A
P R -2
X X
X
G B S
E G B
B -1
W C
B .d g
B-101
B-101
R
IN
G L
O C
A T
IO
N P
L A
N B
O R
IN
G L
O C
A T
IO
N P
L
-A
P R -2
X X
X
G B S
E G B
B
W C
B .d
S .G .K
B O
R
IN
G S
N O
T E
S A
N D L
E G
E N
D S
B-102
Z .W
®of Engineers
US Army Corps of Engineers
US Army Corps
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U E D
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K D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
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M A
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SHEET OF 116
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Y
D E
S
IG
N E
D B
Y
D E
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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
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B E
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IZ
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C A
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D A
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M A
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IP
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IO
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W
D S -1
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MAJOR DIVISION
C O
A R
S
G
A I N
I L
S
M O
H
L F
M
T E
R I A
L
R G
E R
T H
E
Z
E
S A
N D
S G
R A
V E
L S
M O
C O
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T I O
N
I S
S M
A L
L
S I E
Z
E
M O
C O
A R
A C
T I O
N
I S
L A
R G
S I E
Z
E
TYPE
CLEAN
GRAVEL
GRAVEL
(LITTLE OR
NO FINES)
(Appreciable
AMOUNT OF
FINES)
CLEAN
SAND
SANDS
(LITTLE OR
NO FINES)
(APPRECIABLE
AMOUNT OF
FINES)
LETTER
SYMBOL
GW
GP
GM
GC
SW
SP
SM
SC
SYM
BOL
TYPICAL NAMES
SILTS AND
SILTS AND
(LIQUID LIMIT
(LIQUID LIMIT
50)
50)
ML
CL
OL
MH
CH
OH
GRAVEL,WELL GRADED,GRAVEL-SAND MIXTURES,LITTLE OR NO FINES
GRAVEL,POORLY GRADED,GRAVEL-SAND MIXTURES,LITTLE OR NO FINES
SILTY GRAVEL,GRAVEL-SAND-SILT MIXTURES
CLAYEY GRAVEL,GRAVEL-SAND-CLAY MIXTURES
SAND,WELL-GRADED,GRAVELLY SANDS
SAND,POORLY-GRADED,GRAVELLY SANDS
SILTY SAND,SAND-SILT MIXTURES
CLAYEY SAND,SAND-CLAY MIXTURES
SILT & VERY FINE SAND,SILTY OR CLAYEY FINE SAND OR CLAYEY SILT WITH SLIGHT PLASTICITY
LEAN CLAY,SANDY CLAY,SILTY CLAY,OF LOW TO MEDIUM PLASTICITY. .
ORGANIC SILTS,AND ORGANIC SILTY CLAYS OF LOW PLASTICITY
SILT,FINE SANDY OR SILTY SOIL WITH HIGH PLASTICITY
FAT CLAY,INORGANIC CLAY OF HIGH PLASTICITY
ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS
PEAT,AND OTHER HIGHLY ORGANIC SOILPt
NOTE: SOILS POSSESSING CHARACTERISTICS OF TWO GROUPS ARE DESIGNATED BY COMBINATIONS OF GROUP SYMBOLS.
F I N
A I N
I L
S
M O
T E
R I A
L
A L
L
S I E
Z
E
0 20 40 60 80 100
L.L.-LIQUID LIMIT
PLASTICITY CHART
"A L
IN
E
DESCRIPTIVE SYMBOLS
COLOR
COLOR SYMBOL
TAN
YELLOW
RED
T
Y
R
BLACK BK
IGr
BROWN
LIGHT BROWN
DARK BROWN dBr
IBr
Br dGr
Gr
GREEN
BLUE
Gn
Bl
BLUE-GREEN
WHITE Wh
MOTTLED Mot
MODIFICATIONS
MODIFICATION SYMBOL
F
M
C
TRACES
FINE
MEDIUM
COARSE
cc
ROOTLETS rt
LIGNITE FRAGMENTS lg
SHALE FRAGMENTS sh
SANDSTONE FRAGMENTS sds
SHELL FRAGMENTS slf
ORGANIC MATTER O
CLAY STRATA OR LENSES CS
SILT STRATA OR LENSES SIS
SAND STRATA OR LENSES SS
SANDY S
GRAVELLY G
BOULDERS B
SLICKENSIDES SL
WOOD Wd
OXIDIZED Ox
CONSISTENCY
FOR COHESIVE SOILS
CONSISTENCY
COHESION IN LBS./SQ.FT. FROM
UNCONFINED COMPRESSION TEST
SYMBOL
VERY SOFT
SOFT
MEDIUM
STIFF
VERY STIFF
HARD
250-500
500-1000
1000-2000
2000-4000 vSo
So
M
St vSt
H
GENERAL NOTES:
HIGHLY ORGANIC SOILS
LIGHT GRAY
DARK GRAY
BROWNISH-GRAY
GREENISH-GRAY
GRAYISH-GREEN
GRAYISH-BROWN
GRAY
P I
P
L A
S T I C I T
Y
I N
D E
X
CONCRETIONS
CLAYS
CLAYS
MH OH
ML OL
C
WITH FINES
WITH FINES
brGr gyBr gnGr gyGn
BlGn
Tr
0 20 40 60 80 100
L.L.-LIQUID LIMIT
"A L
IN
E
P I
P
L A
S T I C I T
Y
I N
D E
X
MH OH
ML OL
FOR CLASSIFICATION OF FINE-GRAINED SOILS IN ACCORDANCE WITH ASTM D 2487
CONSISTENCY OF COHESIVE SOILS SHOWN ON THE BORING LOGS IS BASED ON DRILLER'S LOG AND VISUAL EXAMINATION
UNCONFINED COMPRESSION TESTS ARE SHOWN.
AND IS APPROXIMATE, EXCEPT WITHIN THOSE VERTICAL REACHES OF THE BORINGS WHERE SHEAR STRENGTHS FROM
GROUND-WATER ELEVATIONS SHOWN ON THE BORING LOGS REPRESENT GROUND-WATER SURFACES ENCOUNTERED IN SUCH
BORINGS ON THE DATES SHOWN. ABSENCE OF WATER SURFACE DATA ON CERTAIN BORINGS INDICATES THAT NO
NOT BE ENCOUNTERED AT THE LOCATIONS OR WITHIN THE VERTICAL REACHES OF SUCH BORINGS.
GROUND-WATER DATA ARE AVAILABLE FROM THE BORING BUT DOES NOT NECESSARILY MEAN THAT GROUND-WATER WILL
WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE LOCATIONS AND FOR
THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS CHARACTERISTIC OF THE SUBSURFACE MATERIALS OF THE
MATERIALLY WITHIN THE PURVIEW OF THE CONTRACT CLAUSE ENTITLED ''DIFFERING SITE CONDITIONS''.
REGION ARE ANTICIPATED AND, IF ENCOUNTERED, SUCH VARIATIONS WILL NOT BE CONSIDERED AS DIFFERING
OR
"U L
IN
E
O R
O
R OR
CL-ML
1.
2.
3.
4.
8/
DRIVING RESISTANCES, SHOWN IN BLOWS PER FOOT, ARE DETERMINED WITH A SPLIT SPOON SAMPLER
(1 I.D. TUBE SAMPLER AND A 140 LB. DRIVING HAMMER WITH A 30" DROP, EXCEPT AS OTHERWISE NOTED.)
UNIFIED SOIL CLASSIFICATION SYSTEM (USCS)
SATURATED
LUMPS OF CLAY
Sat
Clp
FILLFILL
COMPLETELY WEATHERED SILTSTONE
SILTSTONE SILTSTONE
TYPE TYPICAL NAMES
SOIL LEGENDS
BOL
SYM
SILT & VERY FINE SAND,SILTY OR CLAYEY FINE SAND OR CLAYEY SILT WITH SLIGHT PLASTICITY
LEAN CLAY,SANDY CLAY,SILTY CLAY,OF LOW TO MEDIUM PLASTICITY
SILT
CLAY
SAND SAND,WELL GRADED OR POORLY GRADED GRAVELLY SAND,SILTY SAND,CLAYEY SAND
-A
P R -2
X X
X
G B S
E G B
B
W C
B .d g n
S .G .K
B O
R
IN
G L
O G
S
B-103
Z .W
S H
E E
T
®of Engineers
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IS
S
U E D
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K
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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
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IG
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D B
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N
D
2 3
C
4 5
A
B
M A
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P R
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IZ
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C O
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D S -1
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D
2 3
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A
B
M A
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A P
P R
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F
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B E
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IZ
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C O
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D
2 3
C
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A
B
M A
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P R
D A
T E
F
IL
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B E
R
S
IZ
E
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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
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IN
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R O
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C T
W
D S -1
-B -0
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P R -2
X X
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O
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IC
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P S O
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D E
S
IG
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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
D A
T E
A P
P R
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C O
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R O
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ID
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R O
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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
W
D S -1
-B -0
POINT COURSENORTHING EASTING DISTANCE (FT.) BEARING
52+97.85 636445.71 2046298.39
15 - 16
16 - 17
53+68.29 S 47 00'55.9811" E70.44636397.69 2046349.92
17 - 18
18 - 19
19 - 20
20 - 21
54+80.38 636297.92 2046401.01 112.09 S 27 06'54.5268" E
57+24.14 636066.01 2046476.11 243.76 S 17 56'40.4464" E
58+41.37 635963.46 2046532.90 117.23 S 28 58'34.9315" E
58+71.04 635935.24 2046523.76 29.67 S 17 56'51.7104" W
61+05.20 635741.77 2046655.67 234.16 S 34 17'10.5008" E
117.5762+22.77 635749.65 2046772.97 21 - 22
22 - 23
N 86 09'15.7788" E
63+53.67 S 26 57'11.1944" E130.90635632.97 2046832.31
STATION
o o o o o o o o
OF 1929 (NGVD29).
2. THE VERTICAL CONTROL IS BASED ON THE NATIONAL GEODETIC VERTICAL DATUM
NORTH AMERICAN DATUM OF 1927 (NAD27).
1. THE HORIZONTAL CONTROL IS BASED ON SURFACE COORDINATES APPLIED TO THE
NOTES:
POINT COURSENORTHING EASTING DISTANCE (FT.) BEARING
5+00.00
2046415.01
5+41.13
N 17 19'19.5039" W48.38
636080.98 2046429.41
5+76.09
636043.17 2046448.04
42.15 N 26 13'26.4211" W
5+95.49 636021.28 2046403.61
49.526+45.01
636005.83 2046372.25
34.97 N 63 46'31.8028" E
6+87.16
635974.91 2046388.57
34.97
7+35.54
635938.54 2046407.77
41.13 N 27 49'57.0337" W
STATION
o o o o o o
PROJECT ALIGNMENT DATA - SEGMENTAL BLOCK WALL
A - B
POINT
A
B
C
D
E
F
G
P.O.B.
P.C.
P.I.
P.T.
P.I.
P.I.
P.O.E. 636127.16
C - D
B - C
D - E
E - F
F - G
N 27 49'57.0337" W
N 63 46'31.8028" E
PROJECT ALIGNMENT DATA - FLOODWALL & LEVEE
200'0 100'
SCALE:1"=100'
W O
O D
R O
W S
T R
E E
T
E W
IL
S
O N S
T R
E E
T
N E
L S
O N S
T R
E
DAYTON AVE
E
G
IO
N
P
L A
C E
M O
N R
O E S
T R
E E
T
MARSHALL PLACE
DAYTON AVE
MOUNTAIN AVE
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
E 2045400
E 2045700
E 2046000
E 2046300
E 2046600
E 2046900
E 2046300
E 2046600
E 2046900
B O
U N
D B
R O
O K R
O A
D
R O
A D
B O
U N
D B
R O
O K
MOUNTAIN AVE
G F
E A
B
CD
CIVIL ABBREVIATIONS
CIVIL LEGEND
NEW SANITARY SEWER
NEW CHAIN LINK FENCE
SILT FENCE
FLOATING TURBIDITY BARRIER
CONTRACTOR WORKING LIMITS
PROPOSED RIGHT-OF-WAY LINE
VERTICALVERT.
TYPICALTYP.
TURF REINFORCEMENT MATTRM
TOP OF WALLT.O.W.
TO BE REMOVEDTBR
TO BE ABANDONEDTBA
STATIONSTA.
SQUARE FEETSQ. FT.
SQUARE FEETSF
SECONDSEC.
RIGHT OF WAYR.O.W.
RELOCATEDRELOC.
ROLLED EROSION CONTROL PRODUCTRECP
REINFORCED CONCRETE PIPERCP
RADIUSR
POINT OF VERTICAL TANGENCYP.V.T.
POINT OF VERTICAL INTERSECTIONP.V.I.
POINT OF VERTICAL CURVATUREP.V.C.
POLYVINYL CHLORIDEPVC
POINT OF TANGENCYP.T.
POINT OF ENDP.O.E.
POINT OF BEGINNINGP.O.B.
POINT OF INTERSECTIONP.I.
POINT OF CUVATUREP.C.
ON CENTERO.C.
NOT TO SCALEN.T.S.
NEW JERSEY DEPARTMENT OF TRANSPORTATIONNJDOT
MINIMUMMIN.
MAXIMUMMAX.
MANUFACTURERMRF
LOW POINTLP
LINEAL FEETLF
POUNDSLBS
INVERTINV.
HIGH POINTHP
HORIZONTALHORIZ.
HOT MIX ASPHALTHMA
FEETFT.
FLOW LINEF.L.
FINISHED FLOOR ELEVATIONFF
EXTERIOREXT.
ELEVATIONELEV.
ELEVATIONEL.
DO NOT DISTURBDND
DIAMETERDIA.
CULVERTCULV.
CONCRETECONC.
CENTERLINEC.L.
BUILDINGBLDG.
BASELINEB.L.
BITUMINOUSBIT.
APPROXIMATEAPPROX.
ALUMINUMALUM.
IP
C
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
N E
W Y
O R
K
N E
W Y
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K
N E
W Y
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K D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
IN
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M A
N N W
H
IT
N E
Y J
O
IN
T V
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T U
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SHEET OF 116
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
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IO
N
D
2 3
C
4 5
A
B
M A
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A P
P R
D A
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F
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B M
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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
D A
T E
A P
P R
J A
C O
B S
A N
S I
D
A P
R
IL
IDENTIFICATION
SHEET
B O
R O
O F M
ID
D
L E
S E
X N
J
S E
G M
E N
T B -3
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 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
W
D S -1
-B -0
34+
36+
37+
+0
39+
40+
41+00 42+00 43+
44+00
+0
+0
47+
48+00
+0
51+00 52+00
+0
54+00 55+00 56+00 57+00 58+00 59+
60+
61+
63+00 64+00 65+00
66+00
5+00
7+00 7+36
BROOK ROAD
C.L. BOUND
(NOT IN CONTRACT)
C.L. SEGMENT B-4 FLOODWALL
C.L. SEGMENT B-3 FLOODWALL & LEVEE
(NOT IN CONTRACT)
FLOODWALL & LEVEE
C.L. SEGMENT B-5
(NOT IN CONTRACT)
C.L. SEGMENT B-2 FLOODWALL
STA. 61+33.26
END SEGMENT B-3
FACE SEGMENTAL BLOCK WALL
STA. 53+77.68
BEGIN SEGMENT B-3
R=34.00'
-A
P R -2
X X
X
G B S
E G B
C -1
W C
B .d
-A
P R -2
X X
X
G B S
E G B
C -1
W C
B .d
C-100C-100
P R
O J E
C T A
L
IG
N M
E N
T S
H E
E T
P R
O J E
C T A
L
IG
N M
E N
T S
H E
E
60'
SCALE:1"= 30'
0 30'
WITH TURF REINFORCEMENT MAT
TYPICAL SWALE SECTION DETAIL
NOTE 2
MAT (TRM) (TYP)
REINFORCEMENT
TURF
E 2046430.51 N 636142.68 S5 N.T.S.
CB
C B
F la g
P o le
F la g
P o le
P
IN
V
.1
L O
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L O
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L O
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L O
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L O
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R .O .W
R .O .W
B L
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B L
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S
S
S
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.4
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.7
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IN
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.8
IN
V
.7
P
P
V C P
15" RCP
IN
V
.2
IN
V
.5
INV 35.35
INV 29.40
IN
V
.0
R
C P
Inv 25.2
In v
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Inv 26.81
15"
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8" SAN
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C H
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US Army Corps of Engineers
US Army Corps
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N B
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R A
C T N
O
D A
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A P
P R
J A
C O
B S
A N
S I
D
A P
R
IL
IDENTIFICATION
SHEET
B O
R O
O F M
ID
D
L E
S E
X N
J
S E
G M
E N
T B -3
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 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
W
D S -1
-B -0
53+00 54+00
55+00
56+00
57+00
58+00
S
S
S
S
M A
T C
H L
IN
E
S
T A
S
H E
E T C -1
HW
X-X
HEADWALL
LEGEND
DC
X-X
DRAINAGE CHAMBER
BOX CULV. B
FLOODWALL STA. 53+77.68
BEGIN SEGMENT B-3
PROPOSED RIGHT-OF-WAY
NOT IN CONTRACT
PONDING AREA
STORMWATER
GL-5 PRIMARY
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
BOUND BROOK
FLOW DIRECTION
SWALE
SWALE
PROPOSED FLOODWALL
EXISTING GROUND
2.5
SS
S-X
SS
S-5
SS
S-4
SS
S-3
CONTRACT
FUTURE
(TYP) NOTE 5
TEST PILE
SEGMENT B-4
SEGMENT B-3
WORKING LIMITS
CONTRACTOR
WORKING LIMITS
CONTRACTOR
RECOMMENDATION
INSTALLED PER MFR'S
TURF REINFORCEMENT MAT (TRM)
SEED
TOPSOIL AND
RETAINING WALL
SEGMENTAL BLOCK
L E
G
IO
N P
L A
C E
(B O
U N
D B
R O
O K R
O A
D
S T
A T E R
O U
T E
BE RELOCATED (NOTE 7)
PLAYGROUND TO
NOTES 3 AND 6
MOUNTED ON HEADWALL
ALUMINUM FENCE
6' DECORATIVE
NOTES 3 AND 6
ALUMINUM FENCE
6' DECORATIVE
SS
S-2
PAVILION
WORKING LIMITS
CONTRACTOR
E 2046342.37 N 636353.24
E 2046321.82 N 636343.12
RIGHT-OF-WAY
PROPOSED
DC
8-4
IN DC 8-4
18" RCP STORM SEWER
TERMINATE EXISTING
E 2046333.19 N 636358.80 S1
E 2046369.67 N 636292.30 S3
E 2046321.96 N 636352.96 S2
E 2046355.46 N 636284.94 S4
NOTES 3 AND 6
FENCE GATE
CHAIN LINK
WALL STA. 53+95.32
SEGMENT B-3
CONSTRUCTION FOR
BEGIN BOX CULVERT
C.L. FLOODWALL
RIPRAP
AND GATES (NOTE 3)
NEW CHAIN LINK FENCE
VARIES
*10' AND
NOTES 3 & 10
WALKWAY
BITUMINOUS
NEW
3'-10'
*VARIES
NOTE 12
ASPHALT PAVEMENT
E 2046418.82 N 636137.81 S6
T Y P
SEE STRUCTURAL PLANS
BATTERED PILES (TYP)
FOR SWALE GRADING, SEE CG-103
*SEE C-502 FOR ADDITIONAL INFORMATION
LEGION
AMERICAN
NOTE 15
NOTE 14
BALL COURT
BOCCE
(TYP) (NOTE 16)
POWER POLE
RELOCATED
NOTE 15
CONCRETE CHANNEL
BOX CULV. C
AVAILABLE FOR PATRON PARKING DURING REMAINDER OF PROJECT CONSTRUCTION.
17. CONTRACTOR MAY ONLY CLOSE THIS AREA DURING PAVEMENT MARKING OPERATIONS. IT MUST REMAIN
16. COORDINATE LOCATION WITH UTILITY COMPANY. SEE SHEET CD-101.
SEE SHEET C-501.
15. FOR DETAILS ON CONCRETE CHANNEL AND PARKING LOT STRIPING AT AMERICAN LEGION,
14. FOR BOCCE BALL COURT DETAILS, SEE SHEETS C-502, C-508 AND CG-103.
LINE INVERT IS BELOW BOTTOM OF NEW MANHOLE.
BEFORE CONSTRUCTING NEW MANHOLE. INFORM COR IF EXISTING
DETERMINE INVERT OF EXISTING 8”SANITARY SEWER LINE NEAR NEW MANHOLE S-3/SS13.
SECTION, SEE SHEET C-301.
12. FOR ASPHALT PAVING LIMITS AND ELEVATIONS, SEE SHEET CG-103. FOR PAVEMENT
11. FOR COORDINATE LOCATIONS ON CULVERT HEADWALLS, SEE STRUCTURAL DRAWINGS.
10. FOR NEW BITUMINOUS WALKWAY PROFILE, SEE SHEET C-202.
MANHOLE COORDINATES ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED.9.
8. FOR SEGMENTAL BLOCK WALL PROFILE, SEE SHEET C-205.
OF THE COR. SEE SHEETS C-502 AND CD-101 AND SPECIFICATIONS.
7. CHILDREN'S PLAYGROUND EQUIPMENT SHALL BE RELOCATED AT THE DIRECTION
6. FOR FENCING DETAILS, SEE SHEETS C-505, C-506 AND C-507.
5. FOR TEST PILE LOCATIONS, SEE SHEET C-503.
4. FOR LEVEE TYPICAL SECTION, SEE SHEET C-301.
SEE SHEETS C-502 & C-503.
3. FOR DETAILS ON WALKWAY, FENCE, GATES AND PUMP STATION SITE,
2. FOR TURF REINFORCEMENT MAT DETAILS, SEE SHEET CG-502.
1. FOR RIPRAP DETAILS, SEE SHEET C-502.
NOTES:
OPERATIONS ONLY (NOTE 17)
AREA ARE FOR PAVEMENT MARKING
CONTRACTOR WORKING LIMITS IN THIS
SANITARY SEWER MANHOLE
SEWER
SANITARY
8" PVC
RELOCATED
HW
8-5
E 2046364.53 N 636018.08
NOTE 13
E 2046330.44 N 636258.46
-A
P R -2
X X
X
G B S
E G B
C -1
W C
B .d
C-101
N E
R A
L P
L A
N S
H E
E T
S T
A .6
T
O S
T A
SCALE:1"= 30'
0 30'
M H
M H
L O
T
R .O .W
B L
O C
K
N
R O
U
ID
D L E S
E X
S
8" SAN
RIM 50.21
INV 38.51
S
A N
IN
V
.1
CONC. BLOCKS
" 6
"8
"7
®of Engineers
US Army Corps of Engineers
US Army Corps
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T V
E N
T U
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SHEET OF 116
S O
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IC
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N N
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D W
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R A
C T N
O
D A
T E
A P
P R
J A
C O
B S
A N
S I
D
A P
R
IL
IDENTIFICATION
SHEET
B O
R O
O F M
ID
D
L E
S E
X N
J
S E
G M
E N
T B -3
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 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
W
D S -1
-B -0
58+00
59+00
60+00
61+00
0 63+00
S
C
MH
10-3
GI
10-1
CONTRACTOR WORKING LIMITS
PROPOSED RIGHT-OF-WAY
BOX CULVERT A
TOE OF LEVEE
MH
10-4
NOTE 1
RIPRAP (TYP.)
NOTE 3
PUMP STATION ACCESS DRIVEWAY
NOTE 4
TOP OF LEVEE
STAGING AREA
STA. 58+95.66
END FLOODWALL
STA. 61+05.20
END TOP LEVEE
MH
10-2
PROPOSED RIGHT-OF-WAY
STA. 61+33.26
END SEGMENT B-3
AND LEVEE
C.L. FLOODWALL
M O
N R
O E S
T R
E E
T
M A
T C
H L
IN
E
S
T A
S
H E
E T C -1
NOTE 4
3' WIDE SWALE
E 2046448.07 N 635845.71
E 2046570.68 N 635819.64
E 2046411.29 N 635797.39
SS
S-1
E 2046417.11 N 635911.48
E 2046410.58 N 635900.70
E 2046534.55 N 635868.91
STORMWATER PONDING AREA
GL-5 PRIMARY
SWALE
TRM
TOP OF SLOPE
TOE OF SLOPE
DITCH LINE/
E 2046573.02 N 635948.85 S7
E 2046594.11 N 635931.20 S8
18" RCP
18" RCP
NOTE 5
SCOUR HOLE
RW
10-5
CONTROL BUILDING
GL-5 PUMP STATION
FUTURE
NOTE 9
ASPHALT PAVEMENT
NOTE 10
CELL TOWER
6' CHAIN LINK FENCE (NOTE 6)
4' CHAIN LINK FENCE (NOTE 6)
NOTE 6
DOUBLE SWING GATE
6' HIGH BY 16' WIDE
NOTE 6
BEGIN 6' CHAIN LINK FENCE
ALUMINUM FENCE
END 6' DECORATIVE
SIGNAL INTERFERENCE.
HEIGHTS LESS THAN HEIGHT OF CELL TOWER ANTENNAS TO AVOID
CONTRACTOR SHALL LIMIT CRANES AND SIMILAR EQUIPMENT TO10.
SECTION, SEE SHEET C-301.
FOR ASPHALT PAVEMENT LIMITS, SEE SHEET CD-102. FOR TYPICAL9.
FOR LEVEE SURFACING INFORMATION, SEE SHEETS C-301 AND L-102.8.
PUMPS TO BE INSTALLED IN FUTURE CONTRACT.7.
FOR FENCING DETAILS, SEE SHEETS C-505, C-506 AND C-507.6.
OR SCOUR HOLE DETAILS, SEE SHEET C-504F5.
FOR LEVEE TYPICAL SECTION, SEE SHEET C-3014.
FOR DETAILS ON WALKWAY AND PUMP STATION SITE, SEE SHEET C-503 3.
FOR TURF REINFORCEMENT MAT DETAILS, SEE SHEET CG-5022.
FOR RIPRAP DETAILS, SEE SHEET C-504.1.
NOTES:
SEWER
SANITARY
8" PVC
HW
X-X
HEADWALL
GI
X-X
MH
X-X
MANHOLE
LEGEND
GRATE INLET TYPE "E"
PS
X-X
PUMP STATION
SS
S-X
RW
X-X
RETAINING WALL
SANITARY SEWER MANHOLE
HW
9-2
PS
9-1
STAGING AREA
ACCESS TO
WORKING LIMITS
CONTRACTOR
GI
11-1
18" RCP
18" RCP
WET WELL
STATION
GL-5 PUMP
E 2046456.16 N 635830.93
-A
P R -2
X X
X
G B S
E G B
C -1
W C
B .d
C-102
N E
R A
L P
L A
N S
H E
E T
S T
A T
O S
T A
SCALE:1"= 30'
0 30'
POINT NORTHING EASTING
636415.15 2046362.71
636410.84 2046367.34
636332.25 2046407.43
636335.03 2046412.99
636314.66 2046427.80
636285.63 2046435.02
636283.95 2046430.17
636239.57 2406442.50
636180.35 2046461.66
636181.42 2046464.79
636076.40 2046500.79
636093.82 2046552.18
635958.19 2046355.10
2046344.35635993.44
2046334.43636034.86
2046340.30636035.73
2046331.85636095.38
2046312.12636085.20
2046261.14636187.28
2046305.81636209.59
2046314.27636225.99
2046297.78636367.88
2046291.74636379.67
COORDINATE TABLE
CONTRACTOR WORKING LIMITS
49 636272.80
636359.32
636375.96 2046293.64
2046258.35
2046301.60
52 636212.41
636250.91
636276.22 2046308.43
2046311.37
2046234.35
53 636181.59 2046249.75
COORDINATE TABLE
(PAVEMENT MARKING OPERATIONS ONLY)
CONTRACTOR WORKING LIMITS
DURING PAVEMENT MARKING OPERATIONS.
NOTE: CONTRACTOR MAY ONLY CLOSE THIS AREA
CB
C B
F la g
P o le
F la g
P o le
P
IN
V
.1
L O
T
L O
T
L O
T
L O
T
L O
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R .O .W
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B L
O C
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B L
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S
S
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INV 30.33
RIM 40.11
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RIM 39.75
.F
.F
S
A N
P
R
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.7
R
IM
.1
IN
V
.8
IN
V
.7
P
P
V C P
15" RCP
IN
V
.2
IN
V
.5
INV 35.35
INV 29.40
IN
V
.0
R
C P
Inv 25.2
In v
.3
Inv 26.81
15"
RCP
8" SAN
C .L
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IN
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.3 'W x
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F E
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IN
E E
R S
A M
M A
N N W
H
IT
N E
Y J
O
IN
T V
E N
T U
R E
SHEET OF 116
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
D A
T E
A P
P R
J A
C O
B S
A N
S I
D
A P
R
IL
IDENTIFICATION
SHEET
B O
R O
O F M
ID
D
L E
S E
X N
J
S E
G M
E N
T B -3
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 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
W
D S -1
-B -0
53+00 54+00
55+00
56+00
57+00
58+00
S
S
S
S
BOUND BROOK
FLOW DIRECTION
M A
T C
H L
IN
E
S
T A
S
H E
E T C -1
FLOODWALL STA. 53+77.68
BEGIN SEGMENT B-3
PROPOSED RIGHT-OF-WAY
NOT IN CONTRACT
PONDING AREA
STORMWATER
GL-5 PRIMARY
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
CONTRACT
FUTURE
SEGMENT B-4
SEGMENT B-3
WORKING LIMITS
CONTRACTOR
PROPOSED RIGHT-OF-WAY
WORKING LIMITS
CONTRACTOR
WORKING LIMITS
CONTRACTOR
L E
G
IO
N P
L A
C E
(B O
U N
D B
R O
O K R
O A
D
S T
A T E R
O U
T E
SEE SHEET C-502
OWNER PRIOR TO WORK COMMENCING. FOR ADDITIONAL DETAIL,
DIRECTION OF THE C.O.R. CONTRACTOR SHALL COORDINATE WITH THE
7. CHILDREN'S PLAYGROUND EQUIPMENT SHALL BE RELOCATED AT THE
6. FOR FENCEING DETAILS, SEE SHEETS C-503 AND C-504
5. FOR TEST PILE INFORMATION, SEE SHEET C-502
4. FOR LEVEE TYPICAL SECTION, SEE SHEET C-301
3. FOR DETAILS ON WALKWAY AND PUMP STATION SITE, SEE SHEET C-502
2. FOR TURF REINFORCEMENT MAT DETAILS, SEE SHEET CG-502
1. FOR RIPRAP DETAILS, SEE SHEET C-501
NOTES:
C.L. FLOODWALL
MARKING OPERATIONS ONLY
LIMITS FOR PAVEMENT
CONTRACTOR WORKING
-A
P R -2
X X
X
G B S
E G B
C -1
W C
B .d g
C-103
A .6
T
O S
T A
C O
N T
R A
C T
O R W
O R
K
IN
G L
IM
IT
S
C O
O R
D
IN
A T
E T
A B
L E S
H E
E T
POINT NORTHING EASTING
2046602.47
2046682.45
2046619.78
2046715.07
2046763.08
635601.32
2046645.06
2046627.86
2046605.23
2046580.41
2046549.22
2046552.20
2046536.45
2046534.19
2046530.44
2046487.20
2046476.92
2046473.55
635802.15
2046370.33635821.74
2046400.37635767.88
COORDINATE TABLE
CONTRACTOR WORKING LIMITS
636027.41
635969.78
635880.29
635739.86
635635.86
2046693.10
635692.00
635715.45
635720.25
635732.31
635805.53
635806.83
635842.94
635841.94
635851.82
635838.93
635833.56
635827.67
2046431.66
635790.19 2046438.63
635850.56 2046378.04
M H
M H
L O
T
R .O .W
B L
O C
K
N
R O
U
ID
D L E S
E X
S
8" SAN
RIM 50.21
INV 38.51
S
A N
IN
V
.1
CONC. BLOCKS
" 6
"8
"7
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
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
A M
M A
N N W
H
IT
N E
Y J
O
IN
T V
E N
T U
R E
SHEET OF 116
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
D A
T E
A P
P R
J A
C O
B S
A N
S I
D
A P
R
IL
IDENTIFICATION
SHEET
B O
R O
O F M
ID
D
L E
S E
X N
J
S E
G M
E N
T B -3
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 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
W
D S -1
-B -0
58+00
59+00
60+00
61+00
0 63+00
S
C
M A
T C
H L
IN
E
S
T A
S
H E
E T C -1
CONTRACTOR WORKING LIMITS
PROPOSED RIGHT-OF-WAY
STAGING AREA
STA. 61+05.20
END TOP LEVEE
PROPOSED RIGHT-OF-WAY
STA. 61+33.26
END SEGMENT B-3
M O
N R
O E S
T R
E E
T
STAGING AREA
ACCESS TO
WORKING LIMITS
CONTRACTOR
WET WELL
STATION
GL-5 PUMP
BLDG
CONTROL
STATION
GL-5 PUMP
FUTURE
-A
P R -2
X X
X
G B S
E G B
C -1
W C
B .d g
C-104
N T
R A
C T
O R W
O R
K
IN
G L
IM
IT
S
C O
O R
D
IN
A T
E T
A B
L E S
H E
E T
S T
A T
O S
T A
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
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
A M
M A
N N W
H
IT
N E
Y J
O
IN
T V
E N
T U
R E
SHEET OF 116
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
D A
T E
A P
P R
J A
C O
B S
A N
S I
D
A P
R
IL
IDENTIFICATION
SHEET
B O
R O
O F M
ID
D
L E
S E
X N
J
S E
G M
E N
T B -3
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 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
W
D S -1
-B -0
-5
58+00
M A
T C
H L
IN
E
S
T A
S
H E
E T C -2
GRADES SHOWN ARE ALONG CENTERLINE OF SWALE.
FLOODWALL ALIGNMENT BEYOND STA. 56+45.00.
NOTE: SWALE ALIGNMENT IS NOT PARALLEL WITH
-5
51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00
SWALE EL. 38.00
STA. 55+57.00
SWALE EL. 33.60
STA. 56+45.00
SWALE EL. 33.00
STA. 56+90.03
EXISTING GROUND LINE
EL. 52.00
TOP OF FLOODWALL
-0.77%
-5.00%
-1.23% -0.72%
SWALE PROFILE
S T
A .6
E
L .0
T O
P O
F F
L O
O D
W A
L L
B E
G
IN
S
E G
M E
N T B -3
HP EL. 39.48
STA. 53+62.85
CONC. CHANNEL
BEGIN SEGMENT B-3
BEGIN SWALE EL. 38.40
END CONC. CHANNEL
STA. 55+05.00
-0.77%
60'
HORIZ. SCALE:1"= 30'
0 30'
VERT. SCALE: 1"= 10'
20'10'
FUTURE CONTRACT
SEGMENT B-4
SEGMENT B-3
-A
P R -2
X X
X
G B S
E G B
C -2
W C
B .d
A
IN
A G
E P
R O
F
IL
E S
H E
E
C-201
A .6
T
O S
T A of Engineers
US Army Corps
IS
S
U E D
A T
E
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
A M
M A
N N W
H
IT
N E
Y J
O
IN
T V
E N
T U
R E
SHEET OF 116
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
D A
T E
A P
P R
J A
C O
B S
A N
S I
D
A P
R
IL
IDENTIFICATION
SHEET
B O
R O
O F M
ID
D
L E
S E
X N
J
S E
G M
E N
T B -3
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 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
W
D S -1
-B -0
-5
58+00
BOX CULVERT A
M A
T C
H L
IN
E
S
T A
S
H E
E T C -2
-0.72%
SHOWN ARE ALONG CENTERLINE OF SWALE.
FLOODWALL/LEVEE ALIGNMENT. GRADES
NOTE: SWALE ALIGNMENT IS NOT PARALLEL WITH
NEW BITUMINOUS WALKWAY PROFILE
-5
58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00
EXISTING GROUND LINE
EL. 52.00
TOP OF FLOODWALL
SWALE LP EL. 44.60
STA. 59+92.98
SWALE HP EL. 46.00
STA. 61+04.57
1.27%
EL. 52.00
TOP OF LEVEE
2.5:1
SWALE EL. MEET EXISTING
STA. 61+22.71
SWALE LP EL. 32.00
STA. 58+14.38
S T
A .6
E
L .0
B E
G
IN
L
E V
E E
E N
D S
E G
M E
N T B -3 F
L O
O D
W A
L L
S T
A .2
E
L .0
S E
G M
E N
T B -3 L
E V
E E
E N
D L
E V
E E
S T
A .2
E N
D S
E G
M E
N T B -3
0+00 1+00 2+00
E L .2
E L .3
.1
E L .1
-1.37% 0.50%
L=25.00'
P A
V E
M E
N T
M A
T C
H A
S P
H A
L T
E L .4
P .V .I S
T A .0
B E
G
IN
W
A L
K W
A Y
P .V .I S
T A .0
P .V .C S
T A .5
P .V .T S
T A .5
P A
V
IL
IO
N E
N T
R A
N C
E
M A
T C
H E
X
IS
T
IN
G
E L .5
P .V .I .6
E N
D W
A L
K W
A Y
PROPOSED GRADE
EXISTING GROUND
60'
HORIZ. SCALE:1"= 30'
0 30'
VERT. SCALE: 1"= 10'
20'10'
SEGMENT B-3 FUTURE CONTRACT
SEGMENT B-5
-A
P R -2
X X
X
G B S
E G B
C -2
W C
B .d
A
IN
A G
E P
R O
F
IL
E S
H E
E
C-202
A T
O S
T A .2 of Engineers
US Army Corps
IS
S
U E D
A T
E
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
A M
M A
N N W
H
IT
N E
Y J
O
IN
T V
E N
T U
R E
SHEET OF 116
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
D A
T E
A P
P R
J A
C O
B S
A N
S I
D
A P
R
IL
IDENTIFICATION
SHEET
B O
R O
O F M
ID
D
L E
S E
X N
J
S E
G M
E N
T B -3
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 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
W
D S -1
-B -0
FUTURE CONTRACT
SEGMENT B-4
SEGMENT B-3
10+00 11+00 12+00 13+00 14+00 15+00
DC
8-4
D R
A
IN
A G
E C
H A
M B
E R
HW
8-5
IN
V E
L .1
T .O .W E
L .0
S
T A .8
H E
A D
W A
L L
BOX CULVERT B @ 0.19%
B O
X C
U L
V E
R T
B E
G
IN
S
E G
M E
N T B
.9
R
T W
A L L S
T A .3
C
U L
V E
R T S
T A .0
IN
V
IN
E
L .5
BOX CULVERT C @ 0.18%
NOT IN CONTRACT
FINISHED GRADE (TYP)
EXISTING GROUND LINE (TYP)
SANITARY SEWER
RELOC. 8"
IN
V
O U
T E
L .4
(C
U L
V E
R T B
IN
V
IN
E
L .5 E
X P
IP
E
IN
V
IN
E
L .4
C U
L V
E R
T C
C H
A M
B E
R T
O P E
L .1
M
H R
IM
E
L .8
S
T A .6
10+00 11+00
PS
9-1
P U
M P S
T A
T
IO
N
IN
V E
L .5
S
T A .0
HW
9-2
H E
A D
W A
L L
IN
V E
L .3
T .O .W E
L .5
S
T A .8
@ 0.33%
BOX CULVERT A
E N
D O
F A
P R
O N
E L .5
S
T A .1
OUTFALL
PUMP STATION
10+00 11+00 12+00
GI
10-1
G R
A T
E I
N L E
T T
Y P
E E
MH
10-2
IN
V
O U
T E
L .5
R
IM
E
L .6
S
T A .3
MH
10-3
IN
V
O U
T E
L .9
R
IM
E
L .3
S
T A .8
61.10' - 18" R.C.P.
@ 1.15%
66.55' - 18" R.C.P.
@ 3.13%
89.53' - 18" R.C.P. @ 1.79%
IN
V E
L .0
T .O .W E
L .5
S
T A .0
RW
10-5
MH
10-4
IN
V
O U
T E
L .8
R
IM
E
L .7
S
T A .4
12.60' - 18" R.C.P.
@ 6.51%
IN
V
O U
T E
L .2
G
R A
T E E
L .6
S
T A .2
M A
N H
O L E
M A
N H
O L E
M A
N H
O L E
R E
T A
IN
IN
G W
A L L
10+00
GI
11-1
G R
A T
E I
N L E
T T
Y P
E E
MH
10-3
16.85' - 18" R.C.P.
@ 0.59%
IN
V
O U
T E
L .9
R
IM
E
L .3
S
T A .8
R U
N
S T
A .8
IN
V
O U
T E
L .8
G
R A
T E E
L .8
S
T A .0
M A
N H
O L E
-A
P R -2
X X
X
G B S
E G B
C -2
W C
B .d
O R
M S
E W
E R P
R O
F
IL
E S
C-203
SEE STANDARD DRAWING CD-602-4.
2. INLETS, TYPE E, TO BE CONSTRUCTED PER NEW JERSEY DOT STANDARDS.
SEE STANDARD DRAWING CD-602-9.
1. MANHOLES TO BE CONSTRUCTED PER NEW JERSEY DOT STANDARDS.
GENERAL NOTES:
S H
E E
T
60'
HORIZ. SCALE:1"= 30'
0 30'
VERT. SCALE: 1"= 10'
20'10' 60'
HORIZ. SCALE:1"= 30'
0 30'
VERT. SCALE: 1"= 10'
20'10' 60'
HORIZ. SCALE:1"= 30'
0 30'
VERT. SCALE: 1"= 10'
20'10' of Engineers
US Army Corps
IS
S
U E D
A T
E
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
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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
A M
M A
N N W
H
IT
N E
Y J
O
IN
T V
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IC
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O
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C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F
IL
E N
U M
B E
R
S
IZ
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S U
B M
IT
T E
D B
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P L
O T S
C A
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D A
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M A
R K
D E
S C
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IP
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N
C O
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IDENTIFICATION
SHEET
B O
R O
O F M
ID
D
L E
S E
X N
J
S E
G M
E N
T B -3
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 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
W
D S -1
-B -0
SS
S-2
S
A N
IT
A R
Y M
A N
H O
L E
IN
V E
L .4
R
IM
E
L .5
S
T A .6
SS
S-3
S
A N
IT
A R
Y M
A N
H O
L E
SS
S-4
IN
V E
L .7
R
IM
E
L .4
S
T A .4
S
A N
IT
A R
Y M
A N
H O
L E
8"PVC SANITARY SEWER @ 1.42%
10+00 11+00 12+00 13+00 14+00 15+00
IN
V E
L .6
R
IM
E
L .3
S
T A .0
S
A N
IT
A R
Y M
A N
H O
L E
SS
S-1
SS
S-5
IN
V E
L .3
R
IM
E
L .1
S
T A .4
S
A N
IT
A R
Y M
A N
H O
L E
8"PVC SANITARY SEWER @ 1.42%
8"PVC SANITARY SEWER @ 1.52%
8"PVC SANITARY SEWER @ 1.52%
EXISTING GROUND LINE
FINISHED GRADE
BOX CULVERT C
IN
V E
L (A
P P
R O
X
.1
E X S
A N
IT
A R
Y
IN
V E
L .0
R
IM
E
L .1
S
T A .3
STORM SEWER
EX. 18" RCP
-A
P R -2
X X
X
G B S
E G B
C -2
W C
B .d
SEE STANDARD DRAWING CD-602-4.
2. INLETS, TYPE E, TO BE CONSTRUCTED PER NEW JERSEY DOT STANDARDS.
SEE STANDARD DRAWING CD-602-9.
1. MANHOLES TO BE CONSTRUCTED PER NEW JERSEY DOT STANDARDS.
GENERAL NOTES:
R E
L O
C A
T E
D S
A N
IT
A R
Y S
E W
E R P
R O
F
IL
E
C-204
S H
E E
T
60'
HORIZ. SCALE:1"= 30'
0 30'
VERT. SCALE: 1"= 10'
20'10' 60'
HORIZ. SCALE:1"= 30'
0 30'
VERT. SCALE: 1"= 10'
20'10' 60'
HORIZ. SCALE:1"= 30'
0 30'
VERT. SCALE: 1"= 10'
20'10' of Engineers
US Army Corps
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U E D
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E
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D E
S
IG
N E
D B
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D E
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2 3
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4 5
A
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M A
R K
A P
P R
D A
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F
IL
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B E
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B M
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D B
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P L
O T S
C A
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M A
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IP
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A S
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F T
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A R
IT
A N R
IV
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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
W
D S -1
-B -0
TYPICAL SECTION
SEGMENTAL CONCRETE BLOCK RETAINING WALL - UNREINFORCED
PROFILE- SEGMENTAL CONCRETE BLOCK RETAINING WALL
CONCRETE RETAINING WALL INTERFACE
SEGMENTAL BLOCK TO CAST-IN-PLACE
12" THICK MIN.
DRAINAGE AGGREGATE
12" DEEP
IMPERVIOUS FILL
CONCRETE ADHESIVE
TO TOP UNIT WITH
WALL CAP ADHERES
CONCRETE UNITS
STANDARD MODULAR
LEVELING PAD 6" THICK MIN.
OR AGGREGATE BASE
NON-REINFORCED CONC.
D G
R A
D E
S F
O R E
L E
V A
T
IO
N S
S E
E P
R O
F
IL
E
OF WALL
B.L. FACE
GEOTEXTILE FILTER FABRIC
ANIMAL GUARDS
COVER OUTLETS WITH
AND @ 40' CENTERS MAX.
OUTLET @ END OF WALL
4" DIA. DRAIN PIPE
EXISTING GROUND LINE
PROPOSED GROUND LINE AT BOTTOM OF WALL
NOTE: SEE C-100 FOR WALL ALIGNMENT INFORMATION.
SEE SHEET C-502
HEADWALL 8-5ELEVATION 38.00
PROPOSED TOP OF WALLSEE SHEET C-503
CONCRETE RETAINING WALL
N.T.S.
FILTER FABRIC
DRAINAGE AGGREGATE
BACKFILL
RETAINING WALL (NOTE 1)
SEGMENTAL CONCRETE BLOCK
N.T.S.
UNIT EVERY OTHER COURSE.
SEGMENTAL UNIT WITH HALF SEGMENTAL
RETAINING WALL, ALTERNATE FULL
ABUTS REINFORCED CONCRETE
WHERE SEGMENTAL BLOCK WALL
NOTE 1:
RETAINING WALL OR HEADWALL
REINFORCED CONCRETE
5+00 6+00 7+00
B L
O C
K W
A L L
B E
G
IN
S
E G
M E
N T
A L
B L
O C
K W
A L L
E N
D S
E G
M E
N T
A L
A B C D E F G
00 10' 20'5' 10'
HORIZONTAL SCALEVERTICAL SCALE
-A
P R -2
X X
X
G B S
E G B
C -2
W C
B .d
C-205
G M
E N
T A
L B
L O
C K W
A L L P
R O
F
IL
PRIOR TO EXCAVATION.
CHOOSES A SHORED EXCAVATION, SHORING DESIGN SHALL BE SUBMITTED TO COR FOR APPROVAL CONTRACTOR SHALL CONFORM TO OSHA REGULATIONS FOR OPEN EXCAVATIONS. IF CONTRACTOR3.
EXCAVATION AND BACKFILL REQUIREMENTS OF THE INSPECTION TRENCH SEE SPECIFICATION 35 41 00.
THE INSPECTION TRENCH DIMENSIONS SHOWN ARE THE MINIMUM DIMENSIONS. FOR 2.
AS SPECIFIED IN SPECIFICATION 35 41 00 "LEVEE CONSTRUCTION" NEED TO BE REMOVED.
1. THE EXCAVATION LINE IS THE LINE ABOVE WHICH ALL THE UNSATISFACTORY MATERIALSNOTES:
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
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U E D
A T
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T R
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A R
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O R
P S O
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D W
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Y
D E
S
IG
N E
D B
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D E
S C
R
IP
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N
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2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
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S U
B M
IT
T E
D B
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P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
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C O
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R A
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IDENTIFICATION
SHEET
B O
R O
O F M
ID
D
L E
S E
X N
J
S E
G M
E N
T B -3
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 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
W
D S -1
-B -0
FLOOD SIDE
10'
COMPACTED SUBGRADE
NJDOT HMA 9.5M64 SURFACE COURSE, 4" THICK (2-2" LIFTS)
PRIME COAT
6" TOPSOIL AND SEEDING
(SEE NOTE)
EXCAVATION LINE
TYPICAL LEVEE SURFACING SECTION
1.5%1.5%
C OF LEVEEL
AND SEEDING
6" TOPSOIL
LEVEE TYPICAL SECTION
NOT TO SCALE
NOT TO SCALE
TYPICAL ASPHALT PAVEMENT SECTION
NOT TO SCALE
AND SEEDING
6" TOPSOIL
PROTECTED SIDE
ELEVATION)
TOP OF LEVEE
(SET TO
COURSE, 5" THICK
DENSE-GRADED AGGREGATE BASE
TACK COAT
EL. 52.00
EXISTING GROUND LINE
TOP OF LEVEE
SWALE (TYP.)
2.5
2.5
2.5
PROTECTED SIDEFLOOD SIDE
6" TOPSOIL AND SEED (TYP.)
2.5 2.5
MIN. 6' DEPTH
6" TOPSOIL AND SEED (TYP.)
MIN 5'
10'
(SEE SPECIFICATIONS)
MATERIAL
EMBANKMENT
COMPACTED
EL. 52.15
3'
5' MIN.
5' MIN.
OF LEVEE)
(RUN FULL LENGTH
INSPECTION TRENCH
SECTION THIS SHEET)
(SEE TYPICAL
LEVEE SURFACING
-A
P R -2
X X
X
G B S
E G B
C -3
W C
B .d
C-301
V E
E T
Y P
IC
A L S
E C
T
IO
40'0 20'20'0 10'
VERT. SCALE:1"= 10' HORIZ. SCALE:1"= 20'
0 20 40 60 80 100 120 140 160 180-20-40-50
54+00.00
0 20 40 60 80 100 120 140 160 180-20-40-50
54+50.00
0 20 40 60 80 100 120 140 160 180-20-40-50
54+74.25
0 20 40 60 80 100 120 140 160 180-20-40-50
55+00.00
0 20 40 60 80 100 120 140 160 180-20-40-50
55+50.00
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
N E
W Y
O R
K
N E
W Y
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K
N E
W Y
O R
K D
IS
T R
IC
T
U S
A R
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P S O
F E
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D E
S
IG
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D B
Y
D E
S C
R
IP
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N
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2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
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S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
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O
D A
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IDENTIFICATION
SHEET
B O
R O
O F M
ID
D
L E
S E
X N
J
S E
G M
E N
T B -3
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 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
W
D S -1
-B -0
BOX CULVERT B
(DND)
OPTIC LINE
EXISTING FIBER
SEWER
RELOC. 8" SANITARY
(TYP.)
FLOOD SIDE
EXISTING GRADE (TYP.)
FENCE (TYP.)
CHAIN LINK
(TYP.)
FLOODWALL
BOX CULVERT C
BOX CULVERT C
SEWER
RELOC. 8" SANITARY
SEWER
RELOC. 8" SANITARY
BOX CULVERT B
(TYP.)
PROTECTED SIDE
SEWER
RELOC. 8" SANITARY
2. SEE SHEET C-101 FOR TYPICAL SECTION OF SWALE
OUTFALL STRUCTURES, ROADWAYS, BATTERED PILES AND PUMP STATION.
ITEMS NOT SHOWN INCLUDE RIPRAP, TURF REINFORCEMENT MAT, MANHOLES,
1. SOME ITEMS HAVE NOT BEEN DISPLAYED ON CROSS SECTIONS.
NOTES:
SEWER (TBA)
8" SANITARY
EXISTING
EL. 52.00 (TYP.)
SEWER (TBA)
8" SANITARY
EXISTING
SEWER (UIP)
8" SANITARY
EXISTING
SEWER (TBA)
8" SANITARY
EXISTING
SEWER (TBA)
8" SANITARY
EXISTING
EL. 38.05
SWALE
(DND)
OPTIC LINE
EXISTING FIBER
(DND)
OPTIC LINE
EXISTING FIBER
*EL. 39.58
*EL. 39.82
*EL. 39.64
(DND)
OPTIC LINE
EXISTING FIBER
*EL. 40.21
*EL. 37.62
* RESTORE EXISTING GRADE FOLLOWING CONSTRUCTION
(TBR) (TYP.)
EXISTING FENCE
EL. 39.20
CONC. CHANNEL
EL. 38.81
CONC. CHANNEL
EL. 38.63
CONC. CHANNEL
EL. 38.43
CONC. CHANNEL
WALKWAY
NEW BITUMINOUS
COURT
BOCCE BALL
FINAL GRADE (TYP.)
PARKING LOT (TYP.)
AMERICAN LEGION
DC 8-4
OPTIC LINE (DND)
EXISTING FIBER
-A
P R -2
X X
X
G B S
E G B
C -3
W C
B .d
C-302
T
A T
O S
T A
C R
O S
S S
E C
T
IO
N
0 20 40 60 80 100 120 140 160 180-20-40-50
56+00.00
0 20 40 60 80 100 120 140 160 180-20-40-50
56+35.00
0 20 40 60 80 100 120 140 160 180-20-40-50
56+50.00
0 20 40 60 80 100 120 140 160 180-20-40-50
57+00.00
0 20 40 60 80 100 120 140 160 180-20-40-50
57+25.00
0 20 40 60 80 100 120 140 160 180-20-40-50
57+50.00
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
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U E D
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W Y
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K D
IS
T R
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U S
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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
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IDENTIFICATION
SHEET
B O
R O
O F M
ID
D
L E
S E
X N
J
S E
G M
E N
T B -3
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 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
W
D S -1
-B -0
(TYP.)
FLOOD SIDE
EXISTING GRADE (TYP.)
FINAL GRADING/SWALE (TYP)
FENCE (TYP.)
CHAIN LINK
BLOCK WALL
SEGMENTAL
BLOCK WALL
SEGMENTAL
BLOCK WALL
SEGMENTAL
BLOCK WALL
SEGMENTAL
(TYP.)
FLOODWALL
SEWER
RELOC. 8" SANITARY
BOX CULVERT B
BOX CULVERT B
SEWER
RELOC. 8" SANITARY
EL. 33.54
SEWER
RELOC. 8" SANITARY
SEWER
RELOC. 8" SANITARY
SEWER
RELOC. 8" SANITARY
(TYP.)
PROTECTED SIDE
SEWER
RELOC. 8" SANITARY
SEE GRADING PLAN
BACKSLOPE
PONDING AREA
2. SEE SHEET C-101 FOR TYPICAL SECTION OF SWALE
OUTFALL STRUCTURES, ROADWAYS, BATTERED PILES AND PUMP STATION.
ITEMS NOT SHOWN INCLUDE RIPRAP, TURF REINFORCEMENT MAT, MANHOLES,
1. SOME ITEMS HAVE NOT BEEN DISPLAYED ON CROSS SECTIONS.
NOTES:
SEWER (TBA)
8" SANITARY
EXISTING
SEWER (TBA)
8" SANITARY
EXISTING
SEWER (TBA)
8" SANITARY
EXISTING
SEWER (TBA)
8" SANITARY
EXISTING
SEWER (TBA)
8" SANITARY
EXISTING
SEWER (TBA)
8" SANITARY
EXISTING
EL. 52.00 (TYP.)
EL. 33.17
SWALE
EL. 32.55
SWALE
EL. 34.10
SWALE
EL. 34.11
SWALE
EL. 32.72
SWALE
EL. 35.91
SWALE
EL. 35.85
SWALE
EL. 32.91
SWALE
*EL. 36.20
*EL. 36.46
*EL. 36.81 *EL. 37.83
*EL. 37.94
*EL. 37.55
* RESTORE EXISTING GRADE FOLLOWING CONSTRUCTION
(TBR) (TYP.)
EXISTING FENCE
FENCE (TYP.)
DECORATIVE
WALKWAY (TYP.)
NEW BITUMINOUS
-A
P R -2
X X
X
G B S
E G B
C -3
W C
B .d
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
C-303
0 20 40 60 80 100 120 140 160 180-20-40-50
58+00.00
0 20 40 60 80 100 120 140 160 180-20-40-50
58+40.00
0 20 40 60 80 100 120 140 160 180-20-40-50
58+50.00
0 20 40 60 80 100 120 140 160 180-20-40-50
58+77.24
0 20 40 60 80 100 120 140 160 180-20-40-50
59+00.00
0 20 40 60 80 100 120 140 160 180-20-40-50
59+50.00
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
N E
W Y
O R
K
N E
W Y
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K
N E
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IS
T R
IC
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D E
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N
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2 3
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4 5
A
B
M A
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A P
P R
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F
IL
E N
U M
B E
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IZ
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T E
D B
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P L
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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
D A
T E
A P
P R
J A
C O
B S
A N
S I
D
A P
R
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IDENTIFICATION
SHEET
B O
R O
O F M
ID
D
L E
S E
X N
J
S E
G M
E N
T B -3
G R
E E
N B
R O
O K S
U B -B
A S
IN
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F T
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A R
IT
A N R
IV
E R
G R
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N B
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IS
K M
A N
A G
E M
E N
T P
R O J E
C T
W
D S -1
-B -0
SEWER
RELOC. 8" SANITARY
(TYP.)
FLOOD SIDE
EXISTING GRADE (TYP.)
(TYP.)
FLOODWALL
BLOCK WALL
SEGMENTAL
SEWER
18" STORM
SEWER
18" STORM
SEWER
18" STORM
SEWER
RELOC. 8" SANITARY
(TYP.)
PROTECTED SIDE
PONDING AREA
SEWER
RELOC. 8" SANITARY
SEWER
RELOC. 8" SANITARY
WELL
WET
WELL
WET
WELL
WET
WET WELL
WALL AT BACK OF
EL. 52.00 (TYP.)
SEWER (TBA)
8" SANITARY
EXISTING
SEWER (TBA)
8" SANITARY
EXISTING
SEWER (TBA)
8" SANITARY
EXISTING
SEWER (TBA)
8" SANITARY
EXISTING
SEWER (TBA)
8" SANITARY
EXISTING
EL. 32.16
SWALE
FINAL GRADING (TYP.)
* RESTORE EXISTING GRADE FOLLOWING CONSTRUCTION
*EL. 37.62
2. SEE SHEETS C-101 AND C-301 FOR TYPICAL SECTION OF SWALE
OUTFALL STRUCTURES, ROADWAYS, BATTERED PILES AND PUMP STATION.
ITEMS NOT SHOWN INCLUDE RIPRAP, TURF REINFORCEMENT MAT, MANHOLES,
1. SOME ITEMS HAVE NOT BEEN DISPLAYED ON CROSS SECTIONS.
NOTES:
2.
5:
2.
5:
2.
5:
SEWER
8" SANITARY
RELOC.
BLOCK WALL
SEGMENTAL
FENCE (TYP.)
DECORATIVE
FENCE (TYP.)
CHAIN LINK
RETAINING WALL
CONCRETE
SEWER
18" STORM
BUILDING
CONTROL
FUTURE
BUILDING
CONTROL
FUTURE
-A
P R -2
X X
X
G B S
E G B
C -3
W C
B .d
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
C-304
40'
SCALE:1"= 20'
0 20'
0 20 40 60 80 100 120 140 160 180-20-40-50
60+00.00
0 20 40 60 80 100 120 140 160 180-20-40-50
60+50.00
0 20 40 60 80 100 120 140 160 180-20-40-50
61+00.00
0 20 40 60 80 100 120 140 160 180-20-40-50
61+33.26
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
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SHEET OF 116
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D W
N B
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D B
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