VOL 2-AMENDMENT-2 PLANS Amendment 0002.pdf
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C-517
R .M .V
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D .M .S
T .C .M
C O
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T E D
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M A
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P R of Engineers
US Army Corps
D A
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Y o s c a r_ b ro o k s
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
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IN
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IS
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NUMBER
REFERENCE
SHEET
M A
Y
N Y
D
B O
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
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ID
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IN
G S M
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L S B
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ID
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L O
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W A
L L
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R O J E
C T S
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M E
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G R
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N B
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O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
C -5
.d g n
F I L
E
A
M E o s c a r b r o o k s
S u b m i t t e d b y
P l o t a t e k c a d d g b p l a n s
G B S
E B
R N
G S
C .d g n
:0
:1
M
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
E.O.P.
EXISTING DRIVEWAY
(TYP.) (TYP.)
WIDTH
AS SHOWN ON PLANS
MAINTAIN EXISTING DIRECTION OF FLOW ON DRIVEWAY.
PROVIDE TEMPORARY ACCESS DURING DRIVEWAY CONSTRUCTION.
DENSE GRADED AGGREGATE BASE COURSE SHALL BE USED TO
2’-0" 2’-0"
G U
T T
I
N E
4’-0"
4"
CLASS B CONCRETE
PER FOOT
SLOPE�"
VAR.
S E
E
P L
A N
LENGTH OF DRIVEWAY WORK SHALL BE AS SHOWN ON PLANS.
TYPICAL DRIVEWAY TREATMENT
PLAN VIEW
CONCRETE SIDEWALK, 4" THICK
1.
2.
3.
Submitted by:
Lic. No. 24GE02594500
N.J. PROFESSIONAL ENGINEER
N.T.S.
N.T.S.
GENERAL NOTES
24" THICK
D =12"
RIP RAP
(TYP.)
GROUND
EXISTING
MIRAFI 140N OR EQUAL
NON-WOVEN GEOTEXILE
2.5
2.5
V A
R I
E S
TYPICAL SECTION
RIP RAP SWALE AT 24" PIPE OUTFALLS
SCALE 3/8"=1’-0"
2’
(8’AT DOUBLE OUTFALL)
GROUND ELEVATION
TO MATCH EXISTING
24" THICK
RIP RAP D =12"
10’-0"
EXPOSED SIDE
HMA 9.5M64 SURFACE COURSE, 1" THICK
0% SLOPE
S T
A
T I
E
O F
R M
T E
M P
V E
E
B E
G I
N N I
B E
S T
A
L E
V
E
O F
F
E
M P
EL. 40.00
TOP OF BERM
EL. 51.46
TOP OF LEVEE
2.5
LEVEE
V E
E
RAIL
GUIDE
GRADE
EXISTING
MIN. 6’ DEPTH
INSPECTION TRENCH
1’ DEEP STRIPPING
0+00 1+00 2+00
C-533
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4’ 8’0 2’
SCALE:1/4"=1’
60’
SCALE:1"= 30’
0 30’
SCALE:3/8"=1’
0 2’ 4’ 6’
TEMPORARY LEVEE TIE-OFF BERM PROFILE
VERT. 1"=10’
SCALE: HOR. 1"=30’
SCALE: 1"= 10’
20’10’
/2
/2
A N
D A
D D S
W A
L E S
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D E
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2 3
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4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
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S
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S U
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IT
T E
D B
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P L
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D A
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D E
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P
M
P L
O T
T E
D B
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O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
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IS
T R
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T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
C -5
.d g n
F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
P L
A N
S
G B S
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G S
C .d g n
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:3
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
CONCRETE
FILL
DIA. VARIES
EXISTING PIPE
OFFICER.
IF AND WHERE DIRECTED BY THE CONTRACTING
MISCELLANEOUS CONCRETE. LOCATION WILL BE
PAYMENT TO BE INCLUDED IN THE ITEM
FILL EXISTING PIPE WITH CONCRETE,
2000 PSI CONCRETE
DIRECTED BY THE ENGINEER
O .D
PAY LIMIT
P
IM
IT
6"6"
O.D.
AS REQUIRED OR AS
C OF LEVEE
2�
2�
NOT TO SCALE
L
AND SEEDING
5" TOPSOIL
COURSE, 1" THICK
HMA 12.5M64 INTERMEDIATE
1.5%1.5%
CONCRETE ENCASEMENT DETAILCONCRETE PLUGS IN EXISTING PIPES
SECTION
PLAN AND ELEVATION
NOT TO SCALE NOT TO SCALE
TYPICAL LEVEE SURFACING SECTION
PROTECTED SIDE
COURSE, 5" THICK
DENSE-GRADED AGGREGATE BASE
MATERIAL)
(COMPACTED EMBANKMENT
6" SUBBASE
HMA 19M64, 4" THICK
COURSE, 5" THICK
DENSE-GRADED AGGREGATE BASE
ELEVATION)
TOP OF LEVEE
(SET TO
Submitted by:
Lic. No. 24GE02594500
N.J. PROFESSIONAL ENGINEER
ELEV. 39.0
5’-0" 5’-0" 5’-0"
GABION MATTRESS (TYP.)
1’ THICK, 6’W X 6’ OR 12’L
ELEV. 36.0
5’-0"
12"
12"
12"
12"
6’-0"
WITH GRASS
6" TOPSOIL
10’ WIDE CREST
ELEV. 37.0
ELEV. 38.0
ELEV. 40.0
20’-0" 10’-0"
SCALE 1/4"=1’-0"
TEMPORARY LEVEE TIE - OFF BERM DETAIL
CROSS SECTION DOWNSTREAM SLOPE PROTECTION
O .D
LARGER THAN 24"
24" I.D. AND 36"+O.D. FOR SIZES
EXCEED 24"+O.D. FOR PIPES UP TO
THE TRENCH WIDTH SHALL NOT
WARNING WIRE
WARNING TAPE AND
SURFACING AS APPLICABLE
BEDDING MATERIAL
STRIPPING, AS APPLICABLE
EXCAVATION, COMMON AND/OR
SELECT GRANULAR MATERIAL
COMPACTED FILL, COMMON
OPTION (NON-PAY)
SLOPE AT CONTRACTOR’S
APPROXIMATE EXISTING GRADE
NOT TO SCALE
(UNLESS OTHERWISE SHOWN UNDER LEVEE STRUCTURE)
TYPICAL PIPE INSTALLATION DETAIL
PAYMENT LIMIT LINE
BELOW FINISHED GRADE
MATERIAL IS 1’-0"
SELECT GRANULAR
1’-0" WHEN TOP OF
SECURED AT BOTH ENDS
UNDER GABIONS
GEOTEXTILE PLACED
NON-WOVEN
"2
WITH 1/2" HOLE TO ACCEPT
SINGLE LEAF GATE
1. BACKFILL & COMPACT SOIL AROUND
FOOTINGS BEFORE INSTALLING GATE.
NOTES
" LC
PLAN
LC
CROSSBAR
TERMINAL HINGE
POST & SLEEVE
TERMINAL LOCK
POST (TYP.)
L= 15’-6"
1’-6"
C L
1’-6"
CL
9" 2’-0"
2’-0"9"
C L
CL
LC
FIN. GR.
LOCK POST
CL
ELEVATION
L= 15-6"
4" WHEEL
LC
POST & SLEEVE
FIN. GR.
#4 REBAR, 12" O.C. B.W.
EACH SIDE, 2" CLEAR
(TYP.)
TERMINAL
LOCK POST
#6 REBAR, 12" LONG
PLACED IN OPPOSITE
DIRECTIONS (TYP.)
SEE DETAIL B SEE DETAIL A
6"
8"
CL
FOUNDATION (TYP.)
CONCRETE
TERMINAL HINGE
L= 15’-6"
ELEVATION
PLAN
LC
ELEVATION
DETAIL B
FROM LOCK POST.
COMPLETE REMOVAL OF PIN
PIN IS FLARED TO PREVENT
FOR SHACKLE TYPE) END OF
LOCK SHACKLE. (SEE SPEC.
LOCK PIN, 3/8" 8 1/2" LONG
BOTTOM PLATE, 3/8" STL. WELD
TERMINAL LOCK POST, 6" (NOM)
LC
ELEVATION
CONCRETE FOUNDATION
1/2" COLLAR WELDED TO
TERMINAL POST, GREASED
PLAN
DETAIL A
GATE OPENING (L)
GATE NO. SINGLE LEAF DOUBLE LEAF
WHEEL NO WHEEL
18.50’
12.00’
18.50’
16.00’
18.50’
12.00’
C-534
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D B
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D E
S C
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2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
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IP
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P P
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D A
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C O
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C T N
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P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
C -5
.d g n
F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
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G B S
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SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
Not to Scale
3"
6"7"
TO POST
FIN. GR.
TO BOTTOM PLATE
Ø
CONCRETE FOUNDATION
6"
5" "2
2’-0"
"2
1/2" STL. CAP, WELDED TO POST
DIAGONAL BRACE, 3/8" STL. WELDED
CROSSBAR WITH 2" HOLE FOR PIN
LOCK HOUSING, 6" (NOM.) WELD
SCHED. 40. FILL WITH CONC.
Ø
AXIS, HEAD SET 1/2" ABOVE POST TOP
GALV. CARRIAGE BOLT, SET ON
TO SLEEVE POST
(I.D. 6..65) SLEEVE POST
TERMINAL POST
O.D. 5.563", FILL WITH CONC.
& CROSSBAR
WELDED TO SLEEVE POST
6"
"2
95""2
2’-0"
Not to Scale
TOP RAIL
LINE POSTS TO BE EQUALLY SPACED
TIE WIRES
LINE POST
10’-0" MAXIMUM 10’-0" MAXIMUM
OR PULL POST
CORNER, END,
TIE WIRES
LINE POST
WIRE
TENSION
HOG RINGS (TYP.)
F A
B R
C
W
D
T H
OF FABRIC
BOTTOM
CHAIN LINK FENCE DETAILS
CONCRETE WALL
(9 GAGE, 2" MESH)
WITH BLACK CLADDING
CHAIN-LINK FABRIC
ROUND POST
LINE POST ATTACHMENTS
BOTTOM OF FABRIC)
4" FROM TOP AND
MAX. AND WITHIN
TIE WIRE (15" O.C.
TENSION WIRE
TENSION BAND DETAIL
TOP RAIL ATTACHMENT
FABRIC
(2’-0" O.C. MAX.)
9-GAGE TIE WIRES
H
G H
Submitted by:
Lic. No. 24GE02594500
N.J. PROFESSIONAL ENGINEER
Ø
Ø
CONCRETE CRADLES
CRADLE
CLASS C CONCRETE
EXISTING UTILITY PIPE
NEW CULVERT PIPE
3"
3" MIN.
TRENCH
PIPE
WIDTH
TRENCH
2-#6 REINF. BARSCULVERT PIPE
1/4 DIAMETER OF
TOP OF CRADLE
DIAMETER
NEW CULVERT PIPE
BARS (TYP.)
2 #6 REINF.
CRADLE
CLASS C CONCRETE
EXISTING UTILITY PIPE
12" 6"
TYP.
TYP.
SUBGRADE
UNDISTURBED
BACKFILL
MATERIAL AS TRENCH
BACKFILL WITH SAME
NOTE:
1.
CONTRACTING OFFICER.
EXISTING UTILITIES, IF AND WHERE DIRECTED BY THE
CONCRETE CRADLES WILL BE CONSTRUCTED TO PROTECT
NOT TO SCALE
6"MIN.
6"MIN.
UNDISTURBED GROUND6"MIN.
O.D.+24"
O.D.
24" 24"
NOTE:
CONDUIT.
BEYOND THE WALLS OF THE UPPER
BE CARRIED 24" IN EACH DIRECTION
ENCASEMENT OF LOWER PIPE TO
UTILITY CROSSING
NOT TO SCALE
60’
SCALE:1"= 30’
0 30’
L-101
S H
E E
T L -1
S T
A
T C
H L
IN
LIMIT OF CONTRACTORS WORKING AREA
T
A T
O S
T A
L A
N D
S C
A P
E P
L A
N
NOTES:
LEGEND:
SEED MIX QUANTITY.
OF THE WORK AREA MAY REQUIRE AN INCREASE IN
ON THE FINAL LAYOUT OF THE WORK AREA EXPANSION
** THE ACREAGE OF SEEDING AREAS WILL BE BASED
OR ONE OF THE ABOVE LISTED MIXES
NOT OTHERWISE DESIGNED TO RECEIVE HARD SURFACE
* LAWN MIX SHALL BE SEEDED IN ALL WORK AREAS
FLOODWALL
SEE SHEET C-502
DRAINAGE STRUCTURE NO. 2
SEE SHEET C-501
DRAINAGE STRUCTURE NO. 1
O .B
G .O ’B
S .A
T .C .M
SWALE MIX
FLOODPLAIN MIX
WETLAND MIX
LAWN MIX
RIP RAP
/2
/2
COMPLY WITH THE MIGRATORY BIRD TREATY ACT.
BETWEEN MARCH 15 AND JULY 31 IN ORDER TO
TREE AND SHRUB REMOVAL SHALL NOT BE ALLOWED
SEE SHEET LP002 FOR SEED MIX COMPOSITION.
2.
1.
A M
E N
D M
E N
T A
D D R
E V
IS
E N
O T
E S
S O
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C K
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D E
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
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IP
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P P
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D A
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C O
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S I
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P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
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NUMBER
REFERENCE
SHEET
M A
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R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
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N J
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B R
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G S M
IL
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M o a w a d
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K
C A
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B
P L
A N
S
G B S
E B
R N
G S
L F
L W .d g n
:0
:2
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
CB
C B
C B
C B
C B
MH
MH
MH
MH
M.B.
M .B
M .B
M .B
M .B
M .B
M.B.
Post
MH
CB
CB
CB
#162 #160 #150
#140
#164
#166
P
INV 32.59
RIM 43.77
GR 43.04
GR 42.94
GR 43.32
RIM 44.86
GR 45.16
L Y
V
E
BARBARA PL.
GREEN
BROOK
X
X
X
X
X
X
X X
X
X
X
FF 48.87
.9
FF 47.85
FF 4
3.62
FF 43
.87
FF 43.42 FF 46.37
FF 44.91
FF 44.25
FF 45.21
FF 44.61
RIM 46.03
GR 45.86
GR 44.33
P
P
GR 44
.14
INV 38
.79
INV 37
.75
GR 44
.22
IN
V
.7
INV 38.44
INV 38.87 (IN)
INV 38.37 (OUT)
INV 37.94 (IN)
INV 37.92 (OUT)
RIM
3.99
GR 43.05
24" RCP
R C P
IN
V
.7
INV 37.75
IN
V
.3
P
R R
P V
C
INLET TY
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C
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.O .W
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IN
A
S E
M E
N T
D R
A
IN
A G
E
E
A S
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T
BLOCK 76
LOT 4.05
LO
T
.0
LOT 14
LOT 13
LOT 12 LOT 1
LOT 2
LOT 3
Mon.(fd.)
9"(C)
25"(D)
9"(D)25"STUMP
18"(D)
8"(D)
2+00
3+00
4+0
5+00
6+00
N 636,450
N 636,600
N 636,750
N 636,900
E
,0
,4
E
,0
,5
E
,0
,7
E
,0
,8
E
,0
,8
E
,0
,4
E
,0
,5
E
,0
,7
E
,0
,0
E
,0
,0
E
,0
,1
E
,0
,1
N 637,200
N 636,750
N 636,600 E
,0
,3
E
,0
,3
N 637,050
N 637,050
L Y
E
BARBARA PL.
GREEN
BROOK
FLOW
S T
O R
M
S
E W
.W
D R
A
IN
A
S E
M E
N T
D R
A
IN
A G
E
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A S
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T
BLOCK 76
LOT 4.05
LO
T
.0
LOT 14
LOT 13
LOT 12 LOT 1
LOT 2
LOT 3
27.47
27.56
27.5827.63 28.03
28.1
28.24
28.48
28.88
28.9
30.2
30.4
30.7
30.9
31.05
31.1
31.11
31.1
31.12
31.1
31.21
31.3
31.3
31.5
31.5
31.5
31.54
31.6
31.58
31.63
31.7
31.7
31.7
31.78
31.78 31.79
31.8
31.85
31.9
31.87
31.9
31.9
32.03
32.1
32.2
32.2
32.2 32.2
32.23
32.25
32.3
32.28
32.3
32.3
32.4
32.5
32.5
32.5
32.5
32.54
32.6
32.59
32.6
32.7
32.7
32.7
32.8
32.8
32.9
32.9
33.1
33.1
33.1
33.14
33.1
33.28
33.3
33.42
34.0
34.1
34.234.3
34.4
34.5
34.6
34.7
34.69
34.90
34.90
35.55
36.2
36.33
37.77
38.12
38.24
38.27
38.28
38.37
38.42
38.80 39.04
39.05
39.19
39.4140.01
40.05
40.17
40.37
40.55
40.75
40.88 41.40
41.48
41.56
41.59
41.78 41.82
42.16
42.23
42.33
42.47
42.55
42.77
42.8342.89
42.94
42.97
43.04
43.05
43.11
43.15 43.17
43.2043.25
43.32
43.48
43.51
43.53
43.62
43.65
43.66
43.77
43.77
43.84
43.97
43.99
44.1
44.1
44.1
44.11
44.12
44.14
44.14
44.22
44.4
44.4
44.37
44.39
44.5
44.46 44.46
44.46
44.49
44.5
44.5
44.6
44.57
44.61
44.65
44.8
44.8
44.86
44.89
44.91
44.92
45.01
45.1 45.16
45.23
45.31
45.3
45.33
45.3
45.40
45.4
45.48
45.6
45.6
45.67
45.86
45.86
45.9
46.03
46.10
46.12
46.2
46.20
46.3
46.32
46.5
47.2
47.3
47.85
48.87
48.92
Submitted by:
Lic. No. 24GE02594500
N.J. PROFESSIONAL ENGINEER
60’
SCALE:1"= 30’
0 30’
L-102
S H
E E
T L -1
S T
A . 1
T C
H L
EDGE OF FLOODWALL SLAB
S T
A T
O S
T A
L A
N D
S C
A P
E P
L A
N
NOTES:
20 LBS/ACRE
SWALE MIX
15 LBS/ACRE
FLOODPLAIN MIX
15 LBS/ACRE
WETLAND MIX
6 LBS/1000 SF
263 LBS/ACRE
LAWN MIX
LEGEND:
SEED MIX QUANTITY.
OF THE WORK AREA MAY REQUIRE AN INCREASE IN
ON THE FINAL LAYOUT OF THE WORK AREA EXPANSION
** THE ACREAGE OF SEEDING AREAS WILL BE BASED
OR ONE OF THE ABOVE LISTED MIXES
NOT OTHERWISE DESIGNED TO RECEIVE HARD SURFACE
* LAWN MIX SHALL BE SEEDED IN ALL WORK AREAS
FLOODWALL
SEE SHEET C-503
DRAINAGE STRUCTURE NO. 3
SEE SHEET C-504
DRAINAGE STRUCTURE NO. 4
SEE SHEET C-505
DRAINAGE STRUCTURE NO. 5 G
.O ’B
O .B
S .A
T .C .M
EXISTING TREE TO BE REPLACED
RIP RAP
/2
/2
COMPLY WITH THE MIGRATORY BIRD TREATY ACT.
BETWEEN MARCH 15 AND JULY 31 IN ORDER TO
TREE AND SHRUB REMOVAL SHALL NOT BE ALLOWED
SEE SHEET LP002 FOR SEED MIX COMPOSITION.
2.
1.
A M
E N
D M
E N
T A
D D R
E V
IS
E N
O T
E S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
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D E
S C
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N A
P P
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D A
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C O
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O
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S I
D :0
:5
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
L -1
F
L W .d g n
F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
P L
A N
S
G B S
E B
R N
G S
L
F L
W .d g n
:0
:5
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
C B
CB
M H
M H
M H
M .B
P ost
P ost P ost
P ost P ost
MH
CB
S
MH
#4
#53
#57
#61
#65
24" RCP
INV 33.06
12" VCP
INV 34.84
RIM 43.39
R
IM
.2
LOUIS AVENUE
LOUIS AVENUE
X
X
X
X
X
X
X
X
X
.8
.4
.6
.5
.7
.5
.18
.3
1.5
G R
.0
R C P
IN
V
1.9
IN
V
.12
P
GR 42.78
INV 36.38 (OUT)INV 36.48 (IN)
INV 37.36 (OUT)
INV 37.74 (IN)
P
IP
8" VCP
8" ASBESTOS
RIM 43.88
IN
V
.0
INV 38.53
IN
V
.3
(IN
IN
V
.13
(O
U T
R
IM
1.13
INV 35.03
IN
V
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(IN
IN
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(O
U T )8
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R
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1.10
IN
V
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.13 lo t lo t lo t lo t lo t
R .O .W
B
LO
C K
L O
T
L O T
LOT
LOT 10
6+00
7+00
8+00
9+00
+0
+0
N
,3
N
,2
N
,3
N
,5
N
,6
E
,0
,4
E
,0
,6
E
,0
,1
E
,0
,3
E
,0
,4
E
,0
,7
E
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N
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E
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N
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N
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N
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N
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LOUIS AVENUE
LOUIS AVENUE
FLO
W lo t lo t lo t lo t lo t
R .O .W
B
LO
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L O
T
LOT
LOT 10
W E
IS
S
D R
IV
E
G R E
O O
K
S H
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T L -1
S T
A
T C
H L
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7.0
7.13
7.12
7.76
.3
.3
.5
.5
9.67
.7
.2
.6
.6
.7
.76
.83
.9
.9
1.2
1.17
1.2
1.2
1.3
1.3
1.3
1.4
1.4
1.5
1.6
1.94
.0
.1
.2
.4
.5
.5
.6
.6
.6
.8
.8
.9
.9
.0
.1
.2
4.3
4.7
4.8
4.9
.64
.7
.8
.8
.8
.9
6.0
.13
6.69
6.79
7.0
7.61
.2
9.5
9.7
.8
.0
.1
.2
.5
.7
.73
.75
.8
.8
41.0
41.10
41.1
41.13
41.18
41.3
41.2
41.3
41.3
41.5
41.5
41.64
41.8
41.8
41.9
41.8
41.9
.18
.2
.3
.4
.4
.5
.6
.78
.9
.2
.2
.2
.3
.3
.3
.3
.5
.6
.65
.67
.77
.8
.3
.5
.4
4.48
.5
.5
.5
.5
44.5
.7
.73
.8
.8
.95
.99
.0
.2
.3
.44
.45
.5
.5
.5
.61
Submitted by:
60’
SCALE:1"= 30’
0 30’
L-103
S H
E E
T L -1
S T
A . 1
T C
H L
E E
T L -1
S T
A
T C
H L
EDGE OF FLOODWALL SLAB
S T
A T
O S
T A
L A
N D
S C
A P
E P
L A
N
LEGEND:
SEED MIX QUANTITY.
OF THE WORK AREA MAY REQUIRE AN INCREASE IN
ON THE FINAL LAYOUT OF THE WORK AREA EXPANSION
** THE ACREAGE OF SEEDING AREAS WILL BE BASED
OR ONE OF THE ABOVE LISTED MIXES
NOT OTHERWISE DESIGNED TO RECEIVE HARD SURFACE
* LAWN MIX SHALL BE SEEDED IN ALL WORK AREAS
NOTES:
FLOODWALL
SEE SHEET C-506
DRAINAGE STRUCTURE NO. 6
SEE SHEET C-507
DRAINAGE STRUCTURE NO. 7 AND 8
G .O ’B
S .A
T .C .M
O .B
RIP RAP
SWALE MIX
FLOODPLAIN MIN
WETLAND MIX
LAWN MIX
/2
/2
COMPLY WITH THE MIGRATORY BIRD TREATY ACT.
BETWEEN MARCH 15 AND JULY 31 IN ORDER TO
TREE AND SHRUB REMOVAL SHALL NOT BE ALLOWED
SEE SHEET LP002 FOR SEED MIX COMPOSITION.
2.
1.
A M
E N
D M
E N
T A
D D R
E V
IS
E N
O T
E S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
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T
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N A
P P
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D A
T E
C O
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R A
C T N
O
A N
S I
D :0
:0
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
L -1
F
L W .d g n
F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
P L
A N
S
G B S
E B
R N
G S
L
F L
W .d g n
:0
:0
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
C B
M H
M.B.
P ost
P ost G
V G
VCB
CONC. CURB
P
INV 32.52
O/PIPE
RIM
40.1
5 GR 38.62
GR 38
.86
4’
VIN
YL
FENCE
V
IN
N C
E
V
IN
B C
E
W O
IC
K
N C
E
6’ W
OOD
PI
CKET
FENCE
WEIS
S
DRIV
E
GREEN BROOK
X
X
X
X
X
Woods
Woods
FF
1.64
FF
1.4
FF
1.5
FF
1.5
FF
1.3
1378GBT
B T G R B
15" RCP
INV 34.82
P
INV 32.90 (IN)INV 32.70 (OUT)
INV 33
.06
(IN)
INV 33
.01 (
OUT)
P
INV
32.68 (O
UT)
INV
37.4
3 (IN)
INV
.32 (IN)
8"
VCP
INV 3
5.03
INV 3
5.65
8"
VCP
20’ JOINT MEETING SEWER R.O.W.
S A
N
IT
A
W
S E
M E
N T
91.54
.6
9?
80.6
80.69
D R
A
IN
A
.W lot 21 lot 20 lot 18 lot 17
BLO
CK 71-A
S A N
IT
A
W E R
R .O .W
’ J
OIN
T
MEETIN
G
SEWER
R.O .W
S A
N
IT
A R
Y
S
E W
.W lot 19
+0
+0
15+00
16+00
17+00
18+00
V
ER
T
IC
AL
D
AT
U
M
IS
R
EFER
EN
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ED
V D
9.
JER
S
EY
S T
AT
E
P
LAN
E C
O O
R D
IN
AT
E
S Y S
EM
AD
1.
H
O R
IZ
O N T
AL
D
AT
U
M
IS
R
EFER
EN
C
ED
EW
T E:
D
N
,8
N
,95
E
,0
,6
E
,0
,7
E
,0
,9
E
,0
,0
E
,0
,2
N
,10
N
,95
N
,8
E
,0
,2
E
,0
,6
E
,0
,7
E
,0
,4
E
,0
,3
N
,65
N
,5
E
,0
,4
N
,3
N
,3
N
,65
N
,5
0 E
,0
,9
E
,0
,0
BOXWOOD
DECIDUOUS SHRUB,
CONC. CURB
WEIS
S
DRIV
E
GREEN BROOK
20’ JOINT MEETING SEWER R.O.W.
D R
A
IN
A
.W lot 21 lot 20 lot 19 lot 18 lot 17
BLO
CK 71-A
S A N
IT
A
W E R
R .O .W
’ J
OIN
T
MEETIN
G
SEWER
R.O .W
S A
N
IT
A R
Y
S
E W
.W
(SHEET L-105)
SEE SHRUB REPLACEMENT PLANTING SCHEDULE
EVERGREEN SHRUB, CREEPING ARBORVITAE
27.37
27.45
27.45
27.80
27.94
28.01
28.01
28.7
28.80
28.9
28.94
29.4 29.8
29.82
29.9
29.91
30.06
30.18
30.24
30.29
30.36
30.45
30.70
30.73
30.81
30.84
31.04 31.10
31.19
31.22
31.57
31.6
31.8
32.01
32.08
32.1 32.1
32.09
32.19
32.3
32.28
32.4
32.35
32.40
32.45
32.5
32.51
32.52
32.52
32.61
32.65 32.75
32.88
33.05
33.29
33.48 33.89
34 34.38
34.54
34.82
34.94
35 35
35.00
35.74 35.89
36.04
36.07
36.20
36.34
3838 38.48
38.53
38.62
38.83
38.86
39.13
39.14
39.19
39.20
39.72
39.78
39.94
40.03
40.15
40.2 40.20
40.2
40.22
40.4 40.4
40.40
40.5
40.60
40.69
40.74
40.8
40.8
40.8
40.8
40.93
41.00
41.12
41.18
41.23 41.26
41.30
41.4
41.46
41.54 41.55
41.6
41.64
41.8
42.1
42.4
44.7
Submitted by:
N
60’
SCALE:1"= 30’
0 30’
L-104
S H
E E
T L -1
S T
A
T C
H L
T C
H L
IN
E S
T A . 1
S
H E
E T L -1
TOP OF LEVEE
LIMIT OF CONTRACTORS WORKING AREA
S T
A T
O S
T A
L A
N D
S C
A P
E P
L A
N
LEGEND:
SEED MIX QUANTITY.
OF THE WORK AREA MAY REQUIRE AN INCREASE IN
ON THE FINAL LAYOUT OF THE WORK AREA EXPANSION
** THE ACREAGE OF SEEDING AREAS WILL BE BASED
OR ONE OF THE ABOVE LISTED MIXES
NOT OTHERWISE DESIGNED TO RECEIVE HARD SURFACE
* LAWN MIX SHALL BE SEEDED IN ALL WORK AREAS
NOTES:
FLOODWALL
SHEET L-106MATCH LINE
SEE SHEET C-508
STRUCTURE NO. 9
DRAINAGE
SEE SHEET CS101
GL-4 PUMP STATION
SEE SHEET C-509
DRAINAGE STRUCTURE NO. 10
G .O ’B
S .A
O .B
T .C .M
SWALE MIX
FLOODPLAIN MIX
WETLAND MIX
LAWN MIX
TREE PLANTING
GREEN BROOK
/2
/2
COMPLY WITH THE MIGRATORY BIRD TREATY ACT.
BETWEEN MARCH 15 AND JULY 31 IN ORDER TO
TREE AND SHRUB REMOVAL SHALL NOT BE ALLOWED
SEE SHEET L-107 FOR AREA B PLANTING DETAIL.
SEE SHEET L-105 FOR AREA A PLANTING DETAIL.
SEE SHEET LP002 FOR SEED MIX COMPOSITION.
4.
3.
2.
1.
A M
E N
D M
E N
T A
D D R
E V
IS
E N
O T
E S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :1
:4
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
L -1
L E
V .d g n
F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
P L
A N
S
G B S
E B
R N
G S
L
L E
V .d g n
:1
:4
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
C B
C B
C B
C B
MH
Post
Post
W
W
W
W
W
W
W
CB
C B
CB
CB
CB
PAVED DWY.
B
IT
U M
P A
V E
M E
N T
8"(D)
16"(D)
13"(D)
C O
N C
S
ID
E W
A L
K
G R
.9
IN
V
.5
O U
T
IN
V
.9
G
R
.9
GR 44.67
INV 30.79
(IN)
S
15" RCP
P
10" CIP
R
IM
.9
T E
R
24" RCP
INV 30.67
O/PIPE
PAVED DWY.
PAVED DWY.
T E
R
T E
R
T E
R
INV 30.69
OUT
RIM 38.9
INV 35.10
IN
V
.1
IN
V
.12
INV 34.11
RIM 37.81
INV 36.62
IN
V
.6
IN
IN
V
.5
IN
IN
V
.6
IN
GR 41.30
INV 32.60 (OUT)
IN
V
.3
O
U T
G R
.5
C O
N C
S
ID
E W
A L
K
12" C M P
INV 32.98 (12")
18" RCP
IN
V
.4
IN
INV 32.62 (IN)
30"(D)
30"(D)
7"(D) 26"(D)
16"(D)
40"(D)
9"(D)
10"(D)
15"(D)
15"(D)
B
10"
ASB.
D
19"(D)
C O
N C
S
ID
E W
A L
K
ABUTMENT
OLD
BIT
. P
AVE
G A
T E
V
IN
N C
E
W O
K
N C
E
6’ WOOD PICKET
CONC. C
URB & GUTTER
C O
N C
C U
U
T T
E R
6’ IRON FENCE
IR
N C
E
STARLIT
DRIV
E
15"(D)
TRIPLET
INV.
.64
INV.
.29
UP61463
UP61464MX
U P
NO#
NO#
U P
M B
U P
G B
Woods
Wetland L imits
Woods
Woods
RIM 39.00
INV XX.XX
.1
.5
.9
.2
.2
.9
.5
.1
IN
V.
9.
IN
V.
0.
CHAMBER
VERITCAL PIPE
W
ATER
GR 37.66
GR 36.97
P
GR 37.2
15"
CMP
A S
B T
DRAIN
8" ASBT.10"
ASB.
GR 37.66
INV 34.40
(IN)
INV 34.31
(OUT)
IN
V
.3
IN
IN
V
.0
7INV 33.9
XX
X
X
X
LOT 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 1
S A
N
IT
A
W
S E
M E
N T
R .O .W
E X
IS
T
E
E X
IS
T
E
EXISTING LINE
LOT 6
BLOCK 3
BLOCK 71-A
TOW
NSHI
P
OF
GREEN
BROOK
MI
DDLESEX
B
OROUGH
CB
CB
CB
GREENBROOK
19+00
21+00
22+00
23+00
24+00
25+00
S L
O P
E S
L O
P E
W
E
,0
,3
E
,0
,5
E
,0
,6
N 638,250
N 638,400
N 638,100
N 637,800
N 637,800
N 637,650
E
,0
,0
E
,0
,2
N 637,950
E
,0
,5
E
,0
,3
E
,0
,2
E
,0
,0
N 637,950
N 638,100
N 638,250
E
,0
,9
E
,0
,7
E
,0
,9
D
C B
C B
C B
C
(F)
X
X
X
H
P
X
L.P.
(F
F
C
3 3
3 3
1 1
7 7
4 4
BOXWOOD
DECIDUOUS SHRUB,
SEE NOTE 3
AREA B
SEE NOTE 3
AREA B
RESTORE LANDSCAPING
CONSTRUCTION.
PROTECT DURING
TREE TO REMAIN,
C O
N C
S
ID
E W
A L
K
C O
N C
S
ID
E W
A L
K
C O
N C
S
ID
E W
A L
K
G A
T E
CONC. C
URB & GUTTER
C O
N C
C U
T T
E R
G R
E E
N B
R O
K
A D
STARLIT
DRIV
E
FLOW
TOW
NSHI
P
OF
GREEN
BROOK
MI
DDLESEX
B
OROUGH
LOT 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 1
R .O .W
E X
IS
T
E
E X
IS
T
E
EXISTING LINE
LOT 6
BLOCK 3
BLOCK 71-A
GREEN BROOK
R .B .V
SEE NOTE 2
AREA A
31.0
31.2
31.2
31.3
31.6
31.6
31.8
31.8
31.8
31.8
31.9
32.1
32.1
32.2
32.2
32.2
32.4
32.4
32.4
32.5
32.6
32.7
32.7
32.8 32.9
33.6
33.7
33.7
33.8
34.1
34.5
35.1
37.9
37.9
38.3
38.5 38.6
39 39.2
39.3
40.2
40.5
40.9
42.6
43.2
43.4
43.6
44.2
5% 16.7%
40.3
Submitted by:
Lic. No. 24GE02594500
N.J. PROFESSIONAL ENGINEER
60’
SCALE:1"= 30’
0 30’
L-105
S H
E E
T L -1
S T
A
T C
H L
TOP OF LEVEE
S T
A T
O S
T A
L A
N D
S C
A P
E P
L A
N
NOTES:
IN SEED MIX QUANTITY.
WORK AREA MAY REQUIRE AN INCREASE
OF THE WORK AREA EXPANSION OF THE
WILL BE BASED ON THE FINAL LAYOUT
** THE ACREAGE OF SEEDING AREAS
THE ABOVE LISTED MIXES
TO RECEIVE HARD SURFACE OR ONE OF
WORK AREAS NOT OTHERWISE DESIGNED
* LAWN MIX SHALL BE SEEDED IN ALL
(TO BE REMOVED WHEN SEGMENT-B IS CONSTRUCTED)
TEMPORARY LEVEE TIE-OFF BERM
(SEE DETAILS ON SHEET C-539)
WITH 6" LAYER OF SEEDED TOPSOIL
REVETMENT PROTECTION
ARTICULATED CONCRETE BLOCK
RIP RAP
SCHEDULE - AREA A
TREE PLANTING
LAWN MIX
WETLAND MIX
FLOODPLAIN MIX
SWALE MIX
AREA A
Block #2 Lot 71A5� OC5’B&BCommon BoxwoodBuxus sp.8
Block #2 Lot 113� OC6"- 12"#2ArborvitaeThuga OccidentalisTo be Determined
Spacing (ft) LocationMin. HeightContainerCommon NameScientific NameQuantity
SHRUB REPLACEMENT PLANTING SCHEDULE
OC=On Center 0.16 acres = 70 trees B&B = Balled and Burlaped
10’ OC8��10�B&BPin OakQuercus palustris6
5’ OC5�#2Pin OakQuercus palustris6
10� OC8�-10�B&BShagbark HickoryCarya ovata4
5� OC2�- 4’#2Shagbark HickoryCarya ovata3
10� OC10�- 12’B&BSilver MapleAcer saccharinum5
5� OC2�- 4’#2Silver MapleAcer saccharinum5
10� OC8�- 10�B&BBox ElderAcer negundo10
5� OC2�- 4’#2Box ElderAcer negundo10
10� OC8�- 10�B&BRed MapleAcer rubrum10
5� OC2�- 4’#2Red MapleAcer rubrum11
Spacing (feet) Min. HeightContainerCommon NameScientific NameQuantity
TREE PLANTING SCHEDULE AREA A
G .O ’B
B .R
T .M .C
S .A
/2
/2
COMPLY WITH THE MIGRATORY BIRD TREATY ACT.
BETWEEN MARCH 15 AND JULY 31 IN ORDER TO
TREE AND SHRUB REMOVAL SHALL NOT BE ALLOWED
SEE SHEET LP002 FOR SEED MIX COMPOSITION.
A M
E N
D M
E N
T A
D D R
E V
IS
E N
O T
E S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :1
:0
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
L -1
L E
V .d g n
F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
P L
A N
S
G B S
E B
R N
G S
L
L E
V .d g n
:1
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
MH
MH
MH
(CAN’T
OPEN)
8" VCP
42" R
CP
15"
RCP
INV 33
.83
GRAVEL
ROAD
9GBT
964GBT
Wetlan d Lim its
P
RIM 35.07
VERITCAL PIPE
WATER
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 19
BLOCK 70
-F
BLOCK 70
-F
Iron Pipe
(fd.)
Iron Pipe
(fd.)
26+00
27+00
28+00
S L
O P
E S
L O
P E
SLOPE
4:1
SLOPE
5:1
N 638,550
N 638,100
N 638,250
N 638,400
N 638,550
N 638,700
E
,0
,9
E
,0
,1
E
,0
,2
E
,0
,6
E
,0
,5
E
,0
,3
N 638,400
N 638,250
N 638,100
N 637,950
E
,0
,6
E
,0
,9
E
,0
,5
E
,0
,3
E
,0
,1
E
,0
,8
E
,0
,8
GRAVEL
ROAD
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 19
BLOCK 70
-F
BLOCK 70
-F
Iron Pipe
(fd.)
Iron Pipe
(fd.)
GREEN BROOK
30.5
30.7
30.79
30.82
30.86
30.86
30.9
30.93
30.93
30.98
30.99
31.00
31.00
31.02
31.01
31.02
31.02
31.03
31.03
31.03
31.03
31.04
31.08
31.08
31.08
31.09 31.09 31.11
31.11
31.10
31.11
31.11 31.10
31.12
31.1
31.1
31.21
31.2
31.26
31.26
31.29
31.34
31.35
31.39
31.40
31.40 31.40
31.42
31.43
31.53
31.58 31.60
31.60
31.60
31.60
31.62
31.62
31.63
31.65
31.65
31.66
31.66
31.66
31.66
31.68
31.68
31.7
31.69
31.69
31.72
31.72
31.72
31.74
31.76
31.76
31.77 31.77
31.8
31.81
31.85
31.9
31.86
31.9
31.88
31.94
N
32.03
32.1
32.12
32.17
32.20
32.24
32.26
32.38
32.42
32.59
32.8
32.8
32.9
32.9
33.1
33.1
33.1
33.2
33.2
33.5
33.6
33.7
33.83 33.93
34.08
34.2
34.3
34.37
34.6
34.64
34.65
34.7
T
35.07
35.2
35.4
35.57
36.1
36.66 36.71
37.7
37.7 37.7
37.81
MH
37.8
37.9
37.98
LEGEND:
2.
1.
38.04
38.17
38.19
38.71
38.73
38.99
39.08
39.17
39.58
40.1 40.2
40.4
40.8
Submitted by:
CB
CB
N
60’
SCALE:1"= 30’
0 30’
L-106
SHEET L-104MATCH LINE
S H
E E
T
L A
N D
S C
A P
E P
L A
N
LEGEND:
SEED MIX QUANTITY.
OF THE WORK AREA MAY REQUIRE AN INCREASE IN
ON THE FINAL LAYOUT OF THE WORK AREA EXPANSION
** THE ACREAGE OF SEEDING AREAS WILL BE BASED
OR ONE OF THE ABOVE LISTED MIXES
NOT OTHERWISE DESIGNED TO RECEIVE HARD SURFACE
* LAWN MIX SHALL BE SEEDED IN ALL WORK AREAS
NOTES:
G .O ’B
O .B
S .A
T .C .M
SWALE MIX
FLOODPLAIN MIX
WETLAND MIX
LAWN MIX
RIP RAP
2.
1.
COMPLY WITH THE MIGRATORY BIRD TREATY ACT.
BETWEEN MARCH 15 AND JULY 31 IN ORDER TO
TREE AND SHRUB REMOVAL SHALL NOT BE ALLOWED
SEE SHEET LP002 FOR SEED MIX COMPOSITION.
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 of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :1
:5
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
L -1
N R
D .d g n
F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
P L
A N
S
G B S
E B
R N
G S
L
N R
D .d g n
:1
:5
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
X J
X
J
X J
X J
CB
CB
C B
C B
CB
CB
C B
CB
CB
CB
C B
C B
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
M.B.M.B
M.B .M.B.M.B.
Post
Post
Post Post
Post
Post
Post Post
Post Post
Post PostPost
Post
Post
PostPost
Post Post
Post Post Post
Post Post
Post Post
W
W
W W
W
G V
W
M H
M H
G V
G V
MH
MH
C B
CB
CB
CB
C B
C B
CB
C B
CB
MH
MH
MH
CO
MH
C
B
CB
W
C O
B B
O
R B
CONC. CURB
B
IT
U M
P A
V E
M E
N T
CO
NC. CURB
COBBLE STONE CURB
BITUM
. PAV
EM
ENT
INV 37.44
(OUT)
D
S
C O
N C
S
ID
E W
A L
K
D E
P R
C U
R B
BITUM. PAVEMENT
CO
NC. CURB
CO
NC. CURB
C.C.
CONC. GR 38.39
INV 35.59
(IN)
INV 30.91
RIM 39.1
INV N.A.
RIM 39.2
GRO
UND
6" WATER
4" GAS
P
P
P
P
18" R
CP
15" RCP
R C P
P
15"
RCP
I/PIPE
INV 45.85
15" CMP
18" RCP
42" RCP
G R
.2
IN
V
.4
GR 43.64
INV 37.57
(IN)
G R
.5
IN
V
.5
INV 41.72
RIM 51.3
RIM 45.
INV 41.49
RIM 53.5
INV 42.34
RIM 51.56
RIM 51.7
INV 41.93
GR 53.13
INV 47.93
INV 35.65
GR 37.85
42" RCP
8" VCP
P
GR 42.52
INV 40.00
BITUM
. DRIV
E
RIM 44.
INV N.A.
G R
.8
IN
V
.3
(O
U T
INV
GR 43.11
GR 41.8
RIM 42.06
INV 32.76
(OUT)
IN
V
.1
G
R
.6
G R
.7
IN
V
.9
R
IM
.0
G R
.8
GR 51.70
INV 46.80
RIM 5
2.22
INV 41.
GR 42.79
INV 38.24
GR 40.63
INV 37.48
GR 42.06
INV 38.53
(IN)
GR 40.77
INV 38.06
RIM 43.
INV 31.99
GR 40.01
INV 37.11
RIM 39.86
C
O N
C
C U
R B
C O
N C
C U
R B
O/PIPE
INV 30.50
INV 37.08
O/PIPE
I/PIPE
INV 36.79
12" RCP 12" RCP
INV 36.72
O/PIPE
I/PIPE
INV 36.14
6" PVC
INV
T E
R
15" RCP
8" PVC
8" PVC
INV 44.65
P
P
P
IN
V
.67
(IN
18" RCP
INV 34.41
IN
V
.3
IN
V
.8
IN
V
.4
INV 36.5
INV 40.49
C
INV 37.21 (
OUT)
P V
C
O/PIPE
INV 36.61
12" RCP
12" R
CP
12" RCP
IN
V
.9
P V
C
GR 39.30
2-6" PVC
(CAN’T OPEN)
INV 33.61
O/PIPE
INV 35.48
(OUT)
15"RCP
P
INV 35.71 (
OUT)
INV 36.01 (
IN)
(CAN’T OPEN)
D
22"(D)
8"(C)
8"
PVC
7"(D)
8" VCP
42" RCP
GR 43.05
CONC. CURB
CO
NC. CURB
6" WATER
BITUM. PARKING AREA
BITUM. PARKING AREA
BITUM. PARKING AREA
PAVED DW
Y.
WATER METER
ABUTMENT
C O
B B
O
R B
1733GBT
BT444GRB
6’ WOOD PICKET FENCE
W O
K
N C
E
6’ WOOD PICKET FENCE
W O
K
N C
E
U.S. R
OUTE 22
EDGE OF DECK
G B T
G U
Y P
O
LE
61483GBT
NO#
METAL LP
G B
T
PS60555
60555GBT
61485GBT
61284GBT
60554GBT
60556GBT
617616
61486GBT
61762GB
61487GBT
61488GBT
60553GBT
GREEN BROOK
Woods
Woods
LAMP
LAM
P
UP W
/LAM
P61732GBT
BT445GRB
1378GBT
BT446GRB
LP#1379
LP#1380
LP#1348
LP#1349GBT
L P
G B
T
8" WATER
GR 40.65
INV 34.95
GR 40.43
15" RCP
48" RCP
INV 32.68 (OUT)
INV 37.43 (IN)
INV 34.32 (IN)
P
V C
INV 31.20
INV 31.10
S L
O
S E
M E
N T
LOT 2
LOT 7
LOT 11
20’ JOINT MEETING SEWER R.O.W.
(50’ R.O.
W.)
(90’ R.O .W.)
EXISTING LINE
EXISTING LINE
LOT 8.01 LOT 8.02
BLOCK 2
TOW
NSHI
P
OF
GREEN
BROOK
MI
DDLESEX
B
OROUGH
GREENBROOK
W
C B
C B
CB
2 4
8 4
40 (F)
(F)
(C) (C)
F
5( F
45 4
5.5
.5
1.5
(F
(F)
C O
B B
O
R B
CONC. CURB
CO
NC. CURB
COBBLE STONE CURB
C O
N C
S
ID
E W
A L
K
D E
P R
C U
R B
CO
NC. CURB
CO
NC. CURB
C.C.
G R
O U
N D
GRO
UND
C O
N C
C U
R B
C O
N C
C U
R B
CONC. CURB
CO
NC. CURB
C O
B B
O
R B
U.S. R
OUTE 22
GREEN BROOK
FLOW
TOW
NSHI
P
OF
GREEN
BROOK
MI
DDLESEX
B
OROUGH
S L
O
S E
M E
N T
LOT 2
LOT 7
LOT 11
20’ JOINT MEETING SEWER R.O.W.
(50’ R.O.
W.)
(90’ R.O .W.)
EXISTING LINE
EXISTING LINE
LOT 8.01 LOT 8.02
BLOCK 2
GREEN BROOK
GREENBROOK ROAD EAST
RAM
P C
S E
B R
IN
K S
M
IL
A D
F
(F)
F
F
(F)
R .B .V
A M
E N
D M
E N
T A
D D R
E V
IS
E N
O T
E S
/2
/2
A N
D A
D D C
A L L
O U
T
CONSTRUCTION
PROTECT DURING
TREES TO REMAIN.
(SHEET L-105)
SEE SHRUB REPLACEMENT PLANTING SCHEDULE
EVERGREEN SHRUB, CREEPING ARBORVITAE
CONSTRUCTION
PROTECT DURING
TREE TO REMAIN.
BLACK LOCUST, 8’-10’
DECIDUOUS TREE,
27.45
27.50
27.68
27.74
27.93 27.99 28.30
28.35
29.96
30.16
30.30 30.32
30.50
30.51 30.66
31.10 31.99 32
32.05
32.1332.41
32.47 32.52
32.56
32.97 33
33.29
33.57
33.61
33.94 34
34.92
35.19 35.42
35.65
36.07
36.14
36.28
36.36
36.41
36.42
36.61
36.70
36.72 36.74
36.74
36.79 36.96
36.96
37.00
37.05
37.08 37.09
37.14
37.21
37.21
37.24
37.4
37.67
37.73
37.76
37.81
37.83
37.90
37.92
38.03
38.08
38.08
38.3
38.35
38.38
38.38
38.39
38.4
38.43
38.44
38.48
38.53
38.57 38.57
38.60 38.65
38.67
38.7
38.72
38.7
38.75
38.84
38.89
38.97
38.99 39.06
39.11
39.13
39.19
39.26
39.28
39.28
39.30
39.30
39.31
39.43
39.47
39.49
39.61
39.61
39.6
39.7
39.78
39.82
39.84
39.86
40.01
40.01
40.2
40.22
40.30
40.3
40.4
40.4
40.41
40.42
40.42
40.4
40.45
40.5 40.48
40.5
40.5340.57
40.57
40.61 40.63
40.66
40.7
40.74
40.77
40.77
40.8
40.8
40.83 40.9
40.9
40.87
40.88
40.9
40.91
40.90
40.9140.97
41.00
41.05
41.05
41.22
41.25
41.30
41.33
41.33
41.4
41.40
41.41
41.46
41.47
41.52
41.59
41.6
41.63
41.66
41.7
41.70
41.72
41.8
41.8
41.8
41.87
41.87
41.87
41.88
41.91
41.93
41.97
41.99
41.99
42.06 42.06
42.08
42.11
42.14
42.15
42.18
42.19
42.24
42.3
42.29
42.31
42.30
42.37
42.38
42.39
42.41
42.4
42.5
42.48
42.52
42.54
42.54
42.7
42.8
42.79
42.79
42.79
42.80
42.80
42.82 42.92
43.03
43.03
43.04
43.04
43.05
43.08
43.1
43.11
43.11
43.1 43.14
43.15
43.17
43.20
43.21
43.2
43.24
43.25
43.30
43.31
43.32
43.32
43.4
43.38
43.42
43.45
43.46
43.46
43.5
43.51
43.53
43.54
43.57
43.58
43.62
43.61
43.64 43.65
43.67
43.69
43.7
43.7
43.73
43.7
43.74
43.74
43.75
43.77
43.80
43.81
43.81
43.85
43.95
43.97
44.06
44.11
44.11
44.11
44.16
44.20
44.20
44.20
44.21
44.25
44.28
44.29
44.32
44.34
44.34
44.37
44.37
44.37
44.40
44.41
44.43
44.43
44.46
44.47
44.51
44.51
44.5
44.5
44.6
44.60
44.60
44.61
44.63
44.66
44.65
44.6744.68
44.68
44.69
44.70
44.71
44.72
44.75
44.75
44.7744.79
44.79
44.80
44.79
44.84
44.84 44.84
44.86
44.86
44.88
44.89
44.89
44.90
44.90
44.9
44.91
44.91
44.93
44.94
44.94
44.95
44.96
44.98
44.99
45.02
45.05
45.05
45.07
45.07
45.08
45.10
45.15
45.15
45.17
45.17
45.17
45.18
45.19
45.21 45.21
45.22
45.26
45.26
45.29
45.31
45.33
45.34 45.37
45.37
45.39
45.39
45.41
45.41
45.42
45.51
45.6
45.6
45.72
45.77
45.82
45.84 45.84
45.84
45.85
45.87 45.89
45.90
45.93
45.95
45.95 45.96
45.98
45.99
45.99
46.01
46.01
46.03
46.03
46.04 46.05
46.1
46.09
46.1
46.11
46.12
46.12 46.27
46.50 46.57
46.88
47.25 47.46
47.5
47.52
47.60
47.83
47.92
4848.08
48.2
48.26
48.3
48.4
48.54
48.57
48.64
48.8
49.4
49.4
49.5
49.94
50.16
50.31
50.36
50.4
50.43
50.50
50.59
50.60
50.64 50.64
50.73
50.73
50.7
50.74
50.76 50.80
50.84
50.86
50.89
50.89
50.92
50.94 50.94
50.96
51.0451.04
51.11
51.11
51.15
51.15
51.17
51.2
51.24
51.26
51.27 51.30
51.3
51.33
51.34
51.36
51.36
51.37
51.37
51.41
51.42
51.4
51.5
51.47
51.5
51.5 51.49
51.50 51.50
51.5
51.53
51.55
51.56
51.60
51.61
51.61
51.63
51.70
51.7
51.73
51.7
51.76
51.79 51.80
51.8
51.9
51.9
51.93
51.98
52.2
52.2
52.2
52.22
52.4052.50
52.6
52.6
52.72
52.8
52.97
53.1
53.2
53.4
53.41
53.51
53.61
53.6
53.6
53.6 53.7
53.8
54.33
54.4
54.9
54.9
55.3
55.7
56.3
Submitted by:
PLANTING SPECIFICATIONS:PLANTING NOTES:
PROTECTOR TUBES SHALL BE 4" X 36" AND HELD IN PLACE BY BAMBOO STAKES (1/2"X4’).
AND AREA B PLANTING SCHEDULE FOR AREA A SHALL BE FITTED WITH RIGID SEEDLING PROTECTOR TUBES.
LP001
H .M
G .O ’B
L A
N D
S C
A P
E N
O T
E S
S .A
T .C .M
/2
/2
A M
E N
D M
E N
T R
E V
IS
E N
O T
E S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :1
:2
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
L P
N T
E .d g n
F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
P L
A N
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SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
MATERIALS, PLANTS, EQUIPMENT, INCIDENTALS AND CLEAN UP.
GROWTH OF PLANT MATERIAL.
BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.
BREAK BRANCHES. PLANTS SHALL BE HANDLED BY THE BOTTOM OF THE BALL ONLY.
WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL
PRACTICE. ALL PLANT MATERIAL SHALL BE SPRAYED WITH "WILT-PRUF" OR EQUAL AS PER
MANUFACTURER’S INSTRUCTION.
NORMAL OR NATURAL RELATIONSHIP TO THE CROWN OF THE PLANT WITH THE GROUND SURFACE WILL
BE ESTABLISHED. LOCATE PLANT IN THE CENTER OF PIT.
PRACTICE TO PRESERVE NATURAL CHARACTER OF PLANT. PRUNING SHALL BE DONE WITH
CLEAN, SHARP TOOLS.
THE PROPOSED PLANTS.
AS INDICATED. THE LANDSCAPE CONTRACTOR SHALL REMOVE STAKING, & GUY ATTACHMENTS &
METHODS INDICATED ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLANS.
1. PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICATED; INCLUDING ALL LABOR,
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORRECT GRADES AND ALIGNMENT.
3. PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY; HAVE NORMAL GROWTH HABITS; WELL
4. CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE
5. INSOFAR THAT IT IS PRACTICAL, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY.
6. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF BALLS SHALL BE IN ACCORDANCE
7. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR
8. PLANTING OPERATIONS SHALL BE PREFORMED DURING PERIODS OF THE PLANTING SEASON WHEN
9. SET ALL PLANTS PLUMB AND STRAIGHT. SET AT SUCH A LEVEL THAT, AFTER SETTLEMENT, A
10. ALL INJURED ROOTS SHALL BE PRUNED TO MAKE CLEAN ENDS BEFORE PLANTING.
11. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL
12. TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING. ALL TREES SHALL BE STAKED
14. NEW PLANTING AREAS AND SEEDED AREAS SHALL BE ADEQUATELY IRRIGATED OR WATERED TO ESTABLISH
15. ALL DISTURBED AREAS TO BE TREATED IN ACCORDANCE WITH PERMANENT STABILIZATION
WITH ANSI Z60.1-2004 OR CURRENT EDITION, "AMERICAN STANDARD FOR NURSERY STOCK" AS PUBLISHED
DEVELOPED BRANCHES, VIGOROUS ROOT SYSTEMS AND BE FREE FROM PEST, DISEASE, DEFECTS AND INJURIES.
13. TO PROTECT FROM BROWSING BY DEER, DECIDUOUS TREES AND SHRUBS (2’-4’ HIGHT) AS LISTED ON
PRACTICES NOT SPECIFICALLY OUTLINED ABOVE.
"PIRONE’S TREE MAINTENANCE" (RECENT EDITION) SHALL BE USED FOR PLANTING AND MAINTENANCEC.
WATERING, FERTILIZING, WEEDING, TRIMMING AND REPLANTING AS REQUIRED TO MEET GUARANTEE.
REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. MAINTAIN PLANTINGS BY
GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS, SPRAY AS
GROWTH. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER
MAINTAIN TREES AND SHRUBS BY PRUNING, CULTIVATING AND WEEDING AS REQUIRED FOR HEALTHYB.
REMOVE ALL MATERIAL, EQUIPMENT AND DEBRIS RESULTING FROM WORK.
UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALLA.
CLEANUP AND MAINTENANCE8.
ALL REPLACEMENTS SHALL HAVE A GUARANTEE EQUAL TO THAT STATED ABOVE.
REPLACEMENTS SHALL BE MADE AT THE BEGINNING OF THE FIRST SUCCEEDING PLANTING SEASON.B.
SHALL HAVE A MINIMUM 85% SURVIVAL RATE.
CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR. CONTAINER STOCKA.
GUARANTEE7.
ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER.B.
CHANGE OF SURFACE, UNLESS OTHERWISE DIRECTED BY CONTRACTING OFFICER REPRESENTIVE.
ALL PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPTA.
FINISH GRADING6.
TO CONTAIN WATER.
DIAMETER OF THE ROOT BALL. CREATE A "DISH" WITH THE MULCH AROUND THE PLANTING PIT
PLACE 3- INCH LAYER OF MULCH AROUND PLANT, EXTENDING APPROXIMATELY 3 TIMES THEF.
USING PADDED GUY ATTACHMENTS.
STAKES AS REQUIRED). FASTEN TREES TO UPPER END STAKE IN AT LEAST THREE (3) PLACES
IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT DAMAGE FROM WIND (LODGE POLEE.
MATCHES FINAL GRADE.
ALL PLANTS SHALL BE SET SO THAT, WHEN SETTLED, TOP OF SOIL AROUND BALL/ CONTAINERD.
IF SOIL SETTLES FOLLOWING WATERING, ADD ADDITIONAL SOIL IF NECESSARY TO MEET FINAL GRADE.
OF PLANT 1/2 WAY, AND INSERT FERTILIZER TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY.
ROOT BALL SHALL BE PLACED TO REST ON EXISTING SOIL. FILL PREPARED SOIL AROUND BALLC.
OF TRUNK CALIPER
3 TABLETS PER #5 CONTAINER PLANT LARGER PLANTS TWO (2) TABLETS PER 1/2" DIAM.
2 TABLETS PER #2 CONTAINER PLANT
"AGRIFORM" FERTILIZER TABLETS AS FOLLOWS:
3 PARTS TOPSOIL BY VOLUME
1 PART HUMUS BY VOLUME
1 PART PEAT MOSS
EACH PLANT PIT SHALL BE BACKFILLED WITH THE FOLLOWING PREPARED SOIL MIX:
PLANTING PIT WIDTH SHALL BE AT LEAST TWICE THE DIAMETER OF THE ROOT BALL OR CONTAINER.B.
LEVEL. SLOPE TO SURROUNDING GRADE BEYOND PLANTING PIT.
BE POSITIONED SUCH THAT TRUNK IS VERTICAL. BACK FILL AND MULCH AROUND PLANTS SHALL BE
PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS WHEN PLANTING ON SLOPES; PLANTS SHALLA.
AS DIRECTED.
APPROVAL OF THE CONTRACTING OFFICER PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS
POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATION AS PER THE PLANS AND SECURE THE
PLANTING5.
TOPSOIL PRESENT AT THE SITE, IF ANY, MAY BE USED IF APPROVED BY THE CONTRACTING OFFICER.
AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER
CONTRACTOR TO PROVIDE FIVE INCHES (5") MINIMUM THICK TOPSOIL LAYER IN ALL PLANTINGA.
TOPSOILING4.
SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF.
BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING, ALL WEEDS AND ANVASIVEA.
WEEDING3.
OTHER FOREIGN MATTER.
ROCKS LARGER THAN TWO INCHES (2"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS OR
TOPSOIL- MINERAL TOPSOIL WITH ORGANIC MATERIAL CONTENT AS SPECIFIED, FREE OF DEBRIS,C.
AND INSECTS.
PLANTS- ALL PLANTS SHALL BE HEALTHY NURSERY GROWN, WELL ROOTED, FREE FROM DISEASEB.
TO ENSURE PLANT QUALITY.
AND/OR THEIR REPRESENTATIVES MAY MANDATE PLANT MATERIAL OR PLANTING INSPECTIONS
GENERAL- ALL MATERIAL SHALL BE BEST OF ITS KIND AVAILABLE. THE CORPS OF ENGINEERSA.
MATERIALS2.
ANY CONFLICT SHALL BE RESOLVED SOLELY BY THE CONTRACTING OFFICER REPRESENTATIVE.C.
AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT.
GRADING, PLANTING AND DRAINAGE, INCLUDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT
B. THIS WORK SHALL CONSIST OF PERFORMING, CLEARING AND SOIL PREPARATION, FINISH
AND/OR THEIR REPRESENTATIVES AS TO THE TIME AND DATE OF PLANT STOCK DELIVERY.
A. THE CONTRACTOR AT LEAST ONE WEEK IN ADVANCE MUST NOTIFY THE CORPS OF ENGINEERS
SCOPE OF WORK1.
LOOPS AT THE END OF ONE (1) YEAR GUARANTEE PERIOD.
Submitted by:
LP002
E .T
WEIGHT
BY
PERCENT
NAME
SCIENTIFIC
NAME
COMMON
SEED
PURITY
GERMINATION
MAXIMUM WEED
6.5
2.0
0.5
0.5
0.5
0.5
0.5
0.25
0.25
95%
98%
98%
95%
95%
98%
95%
98%
95%
95%
95%
95%
95%
87%
84%
95%
84%
84%
87%
84%
84%
84%
84%
84%
84%
84%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
CAREX VULPINOIDES
ANDROPOGON SCOPARIUS
AGROSTIS STOLONIFERA
VERBENA HASTATA
JUNCUS EFFUSUS
SCIRPUS ALTROVIRENS
EUTHAMIA GRAMINIFOLIA
GLYCERIA GRANDIS
CAREX LURIDA
SCIRPUS POLYPHYLLUS
CAREX COMOSA
CAREX LUPULINA
SCIRPUS CYPERINUS
VERATRUM VIRIDE
BROMUS LATIGLUMIS
CAREX SCOPARIA
GEUM LACINIATUM
HELENIUM AUTUMNALE
ZIZIA AUREA
CINNA ARUNDINACEA
LUDWIGIA ALTERNIFLORA
MIMULUS RINGENS
PENTHORUM SEDOIDES
PYCNANTHEMUM TENUIFOLIUM
JUNCUS ACUMINATUS
SANGUISORBA CANADENSIS
FOX SEDGE
LITTLE BLUESTEM
CREEPING BENTGRASS
BLUE VERVAIN
SOFT RUSH
GREEN BULRUSH
GRASS-LEAVED GOLDENROD
AMERICAN MANNAGRASS
LURID SEDGE
MANY-LEAVED BULRUSH
COSMOS SEDGE
HOP SEDGE
WOOLGRASS
FALSE HELLEBORE
WILD BROME GRASS
BLUNT BROOM SEDGE
ROUGH AVENS
COMMON SNEEZEWEED
GOLDEN ALEXANDERS
WOOD REEDGRASS
SEEDBOX
SQUARE STEMMED MONKEY FLOWER
DITCH STONECROP
NARROWLEAF MOUNTAIN MINT
SHARP FRUITED RUSH
CANADIAN BURNET
WETLAND MIX
WEIGHT
BY
PERCENT
NAME
SCIENTIFIC
NAME
COMMON
SEED
PURITY
GERMINATION
MAXIMUM WEED
80%
98%
95%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
98%
POA PALUSTRIS FOWL BLUEGRASS
ANDROPOGON SCOPARIUS LITTLE BLUESTEM
ARGOSTIS GIGANTEA REDTOP
ARGOSTIS SCABRA ROUGH BENTGRASS
ARGOSTIS STOLONIFERA CREEPING BENTGRASS
CAREX VULPINOIDEA FOX SEDGE
ASTER PUNICEUS PURPLE STEMMED ASTER
VERBENA HASTATA BLUE VERVAIN
CAREX LUPULINA HOP SEDGE
BIDENS ARISTOSA SHOWY TICKSEED SUNFLOWER
ASTER UMBELLATUS FLAT-TOP ASTER
SOLIDAGO PATULA ROUGH-LEAF GOLDENROD
SWALE MIX
WEIGHT
BY
PERCENT
NAME
SCIENTIFIC
NAME
COMMON
SEED
PURITY
GERMINATION
MAXIMUM WEED
80%
98%
98%
95%
95%
84%
87%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
80%
ANDROPOGON SCOPARIUS LITTLE BLUESTEM
ALOPERCURUS PRATENSIS MEADOW FOXTAIL
ARGOSTIS GIGANTEA REDTOP
ARGOSTIS SCABRA ROUGH BENTGRASS
ARGOSTIS STOLONIFERA CREEPING BENTGRASS
ELYMUS VILLOSUS SILKY WILD RYE
LEERSIA ORYZOIDES RICE CUTGRASS
CAREX CRINITA FRINGED SEDGE
CAREX LUPULINA…
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