RTA_Plans_Minish_3A_02APR2019.pdf

PROJECT AREA

SALEM

ATLANTIC

UNION

HUDSON

WARREN

SUSSEX

SOMERSET

CAMDEN

BURLINGTON

GLOUCESTER

CAPE

MAY

ESSEX

BERGEN

PASSAIC

MORRIS

HUNTERDON

MERCER

MONMOUTH

MIDDLESEX

OCEAN

CUMBERLAND

DELAWARE

BAY

D E

L A

W A

R E

R I

V E

R

A T

L A

N T I

C

O C

E A

N

RIVER

P A

SSA

IC

BERGEN ST.

HARRISON

AVE

CONRAIL

RAYMOND

BLVD.

C O

N R A

IL

MARKET STREET

M C

A

R T

E R

H W

Y

E

SSE

X

O

H U

D

SO

N

B R

O A

D

S T

R E

E T

J A

C K S

S T

BRIDGE

ST.

SITE LOCATION

VICINITY MAP

NOT TO SCALE

LOCATION PLAN

NOT TO SCALE

APPROVED FOR TECHNICAL ADEQUACY BY:

DATE

DATE

DATE

DATE

DATE

APPROVED BY:

APPROVAL RECOMMENDED BY:

scope of their employment as required by ER 1110-1-8152.

and registration designations of individuals appear on these project documents, within the

This project was designed by the U.S. Army Corps of Engineers. The initials or signatures

OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL

DESIGN TEAM LEADER

CHIEF, DESIGN BRANCH

CONCURRED BY:

TECHNICAL MANAGER

APPROVAL RECOMMENDED BY:

CHIEF, ENGINEERING MANAGEMENT BRANCH

CHIEF, ENGINEERING DIVISION

VICINITY MAP

NOT TO SCALE NOT TO SCALE

LOCATION PLAN

NO.

SHEET

NO.

REFERENCE

TITLE

DRAWING INDEX DRAWING INDEX

NO.

SHEET

NO.

REFERENCE

TITLE

C O

V E

R S

H E

E T A

N D D

R A

W

IN

G I

N D

E X

G-001

NEWARK, NEW JERSEY

PARK AND HISTORIC AREA

PASSAIC RIVER WATERFRONT

JOSEPH G. MINISH

SOIL EROSION AND SEDIMENT CONTROLC-50318

DRAINAGE OUTLET DETAILSC-50217

GRADING DETAILSC-50116

CROSS SECTIONS - STA. 15+00 TO 20+03C-30215

CROSS SECTIONS - STA. 9+05 TO 14+00C-30114

BULKHEAD PROFILE STA. 9+05 TO 20+65 C-20113

BULKHEAD ALIGNMENT 9+05 TO 20+03 C-10712

SITE PLAN - STA. 53+00 TO 57+80.10C-106 11

SITE PLAN - STA. 45+68.60 TO 53+00C-105 10

SITE PLAN - STA. 30+00 TO 37+10C-104 9

SITE PLAN - STA. 22+29 TO 30+00C-1038

SITE PLAN - STA. 17+00 TO 22+29 C-1027

SITE PLAN - STA. 9+05 TO 17+00 C-1016

GENERAL INDEX PLANG-1045

GENERAL INDEX PLANG-1034

GENERAL INDEX PLANG-1023

HYDROLOGY DATAG-101 2

COVER SHEET AND DRAWING INDEXG-001 1

CIVIL

SOLICITATION #: W912DS-19-B-0006

AND LADDERS ONLY 45+68.60 TO STATION 57+80.10

RAILINGS AND LADDERS ONLY: STATION 9+05 TO STATION 37+10

BULKHEAD ONLY: STATION 9+05 TO STATION 20+03

CONSTRUCTION CONTRACT NO.3A

SCREENING FACILITY PLANS AND SECTION40337

SCREENING FACILITY PILE PLAN39936

SCREENING FACILITY ELEVATIONS39435

SCREENING FACILITY SECTIONS AND DETAIL39034

SCREENING FACILITY PLANS38933

RAILINGS DETAILSL-56732

STA. 0+00 TO 20+00

TOPOGRAPHIC & BATHYMETRIC SURVEYV-SC-10331

STA. 0+00 TO 20+00

TOPOGRAPHIC & BATHYMETRIC SURVEYV-SC10230

REFERENCE

BORING LOGS SHEET 3B-10329

BORING LOGS SHEET 2B-10228

BORING LOGS SHEET 1B-10127

GEOTECHNICAL

BULKHEAD RAILING AND LADDER DETAILSS-50426

BULKHEAD DETAIL AT OUTFALLSS-50325

BULKHEAD DETAILSS-50224

ANCHOR AND CAP DETAILSS-50123

BULKHEAD SECTIONS - STA. 15+00 TO STA. 20+03S-30322

BULKHEAD SECTIONS - STA. 14+00 TO STA. 15+00 S-30221

BULKHEAD SECTIONS - STA. 9+05 TO STA. 14+00 S-30120

STRUCTURAL NOTESS-00119

STRUCTURAL

W

D S -1

-B -0

U .S

A R

M Y C

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J O

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P H G

M

IN

IS

H

N E

W Y

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K D

IS

T R

IC

T

New York District of Engineers

US Army Corps

B .B

D .E J .G

B .B

S .A

M .U

W -1

-D -0

L O

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IS

B

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G E

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IN

C

M

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K E

M B

L E A

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IO

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F

IL

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D W

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Y

C K

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S

IG

N E

D B

Y

D E

S C

R

IP

T

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D

2 3

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4 5

A

B

M A

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A P

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T E

F

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

/0

/2

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T A S

U B

M

IS

S

IO

N /0

/2

X

X

X

X

X

X

X

X X X

X

XXX

X

X X X

X X X

X

XX

X X

X

.0001 .001 .01 .10 .30 .50 .70 .90 .99 .999

PROBABILITY OF EXCEEDANCE

ELEVATION-FREQUENCY CURVE

E L E

V A

T

IO

N F

E E

T -N

G V

D

MONTHLY PRECIPITATION DATA

G-101

H Y

D R

O L

O G

Y D

A T

A

NMFS ARE KNOWN TO OCCUR WITHIN THE ACTION AREA. NMFS HAVE HIGHLIGHTED BMPS FOR CONSERVATION OF ANADROMOUS FISH SPECIES.

8. NATIONAL MARINE FISHERIES SERVICE (NMFS) HAS DETERMINED THAT NO THREATENED OR ENDANGERED SPECIES UNDER THE JURISDICTION OF THE

1 TO JUNE 30 TO MINIMIZE ADVERSE EFFECTS TO ANADROMOUS FISH PASSAGE.

HEIGHT AND NO TREE OR SHRUB/SCRUB REMOVAL FROM MARCH 15 TO JULY 31 FOR MIGRATORY BIRDS. NO IN-WATER WORK IS PERMITTED FROM MARCH

7. NO TREE CLEARING IS PERMITTED FROM APRIL 1 THROUGH SEPTEMBER 30 FOR ANY TREES SIX INCHES OR GREATER THAN DIAMETER AT BREAST

PROJECT, STORM SURGE ANALYSIS, TR-CERC-92-10, DATED 1992.

THE ELEVATION FREQUENCY CURVE HAS BEEN REPRODUCED FROM INFORMATION INCLUDED IN A REPORT TITLED PASSIC RIVER FLOOD PROTECTION 6.

NEWARK, NJ. THE PERIOD OF RECORD IS BETWEEN 1971 AND 2000.

MONTHLY PRECIPITATION DATA HAS BEEN REPRODUCED FROM RECORDS MAINTAINED AT NEWARK INTERNATIONAL AIRPORT WEATHER STATION, 5.

AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) IS INCLUDED ON THIS SHEET AND SEQUENTIAL NECESSARY SHEETS..

ELEVATIONS SHOWN ON THIS SHEET ARE RELATIVE TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29). THE CONVERSION TO THE NORTH4.

BREAKS IN THE STAGE HYDROGRAPH REPRESENTS MISSING DATA FOR THE GAGE STATIONS.3.

FEBRUARY 2005 AND MARCH 2011 REPRESENTS DATA PUBLISHED FOR GAGE NO. 01392650 (PASSAIC RIVER AT NEWARK, NJ).

FOR GAGE NO. 01392590 (PASSAIC RIVER ATPVSC AT NEWARK, NJ) FOR THE PERIOD BETWEEN JUNE 1993 AND AUGUST 2003. HYDROGRAPH BETWEEN

THE STAGE HYDROGRAPH REPRESENTS MAXIMUM MONTHLY TIDE ELEVATION. THIS HYDROGRAPH HAS BEEN PREPARED FROM DATA PUBLISHED 2.

OR INTERPRETATION.

DATA INCLUDED ON THIS SHEET IS FOR INFORMATION ONLY FOR THE CONTRACTOR. THE GOVERNMENT IS NOT RESPONSIBLE FOR THE ACCURACY 1.

GENERAL NOTES:

JUN JUL AUG SEP OCT NOV DEC JAN MAR APR MAYFEB JUN JUL AUG SEP OCT NOV DEC JAN MAR APR MAYFEB JUN JUL AUG SEP OCT NOV DEC MAR APR MAY JUN JUL AUG SEP OCT NOV DECJAN FEB JAN MAR APR MAYFEB JUN JUL AUG SEP OCT NOV DEC JAN MAR APR MAYFEB JUN JUL AUG SEP OCT NOV DEC JAN MAR APR MAYFEB JUN JUL

1993 1994 1995 1996 1997 1998 1999

AUG SEP OCT MAY JUN JUL AUG SEP OCT NOV DECMAR APRJAN FEB MAY JUN JUL AUG SEP OCT NOV DECMAR APRJAN FEBJAN MAR APR MAYFEB JUN JUL AUG SEP OCT NOV DEC JAN MAR APR MAYFEB JUN JUL AUG SEP OCT NOV DEC JAN MAR APR MAYFEB JUN JUL AUG SEP OCT NOV DEC JAN MAR APR MAYFEB JUN JUL AUG SEPNOV DEC

1999 2000 2001 2002 2003 2004 2005

MAY JUN JUL AUG SEP OCT NOV DECMAR APRJAN FEBOCT NOV DEC JAN MARFEB JAN MAR APR MAYFEB JUN JUL AUG SEP OCT NOV DEC JAN MAR APR MAYFEB JUN JUL AUG SEP OCT NOV DEC JAN MAR APRFEBJAN MAR APR MAYFEB JUN JUL AUG SEP OCT NOV DECAPR MAY JUN JUL AUG SEP OCT NOV DEC

2005 2006 2007 2008 2009 2010 2011

E L E

V A

T

IO

N

N G

V D (F

E E

T

E L E

V A

T

IO

N

N G

V D (F

E E

T

E L E

V A

T

IO

N

N G

V D (F

E E

T

CALENDAR MONTHS

CALENDAR MONTHS

CALENDAR MONTHS

STAGE HYDROGRAPH

W

D S -1

-B -0

U .S

A R

M Y C

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P S O

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New York District of Engineers

US Army Corps

B .B

D .E J .G

B .B

S .A

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NOT IN THIS CONTRACT EXISTING

BULKHEAD

C-101 C-102

200'0 100'

SCALE:1"=100' G-102

G E

N E

R A

L I

N D

E X P

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UNDER THIS CONTRACT

NEW BULKHEAD

END NEW RAILING STA. 9+05±

END NEW BULKHEAD STA. 9+05±

INSTALL LADDER STA. 9+10

EXISTING BULKHEAD STA. 20+03±

BEGIN NEW BULKHEAD FROM

INSTALL LADDER STA. 20+08

UNDER THIS CONTRACT NO. 3A

NEW RAILING AND LADDERS

HIGHWAY

(RT 21

McCARTER

WORK LIMITS

LOCATION

ALLOWABLE INGRESS/EGRESS

S

S

C

C

C

C

S

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D

D

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SCREENING FACILITY

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CITY OF NEWARK

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BEGIN NEW RAILING STA. 37+10±

INSTALL LADDER STA. 20+08

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-13.9

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-13.4

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-12.9

-12.6

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TROLLEY SHELTER

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R=18.89R=18.90

I=7.70

I=7.18

I=7.78

R

P

P

I=16.15

R=17.74

I=6.94(P)

I=6.87(P)

12" W

16" W

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E=585,125.16

N=694,554.07

CROSS CUT

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IV

E R W

A T

E R

F R

O N

T

J O

S E

P H G

M

IN

IS

H

N E

W Y

O R

K D

IS

T R

IC

T

New York District of Engineers

US Army Corps

B .B

D .E J .G

B .B

S .A

M .U

W -1

-D -0

L O

U

IS

B

E R

G E

R G

R O

U P

IN

C

M

T

K E

M B

L E A

V E

M O

R R

IS

T O

W N

N J

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

/0

/2

R

T A S

U B

M

IS

S

IO

N /0

/2

+0

+0

+0

+0

+0

+0

+0

+0

57+00

58+00

+0

+0

(P)

-18.3

-18.3

-17.9

-17.8

-17.4

-17.4

-17.3

-17.3

-17.2

-17.2

-17.2

-17.2

-17.1

-17.1

-17.1

-17.1

-17.1-17.1

-17.1

-17.0-17.0

-17.0

-17.0 -16.8

-16.8

-16.6

-16.6

-16.5

-16.5

-16.5

-16.5

-16.4

-16.3

-16.3

-16.3

-16.3

-16.2

-16.2

-16.1

-16.1

-16.1

-16.1

-16.1

-16.1

-16.1

-16.1

-16.0

-16.0

-15.9

-15.9

-15.9

-15.9

-15.9

-15.9

-15.8

-15.8

-15.8-15.8

-15.8

-15.7

-15.7

-15.7

-15.6

-15.6

-15.5

-15.5

-15.4

-15.3

-15.3

-15.3

-15.2

-15.2

-15.2

-15.2

-15.1

-15.1

-15.1

-15.1

-15.1

-15.0

-15.0

-14.9

-14.8

-14.8

-14.8 -14.8

-14.8

-14.7

-14.6

-14.6

-14.6

-14.6

-14.5

-14.5

-14.5

-14.5

-14.5

(RT 21

-14.4

-14.4

-14.4

-14.4

-14.3

-14.3

-14.3

-14.3

-14.3

-14.3

-14.3

-14.2

-14.2

-14.2

-14.2

-14.2

-14.1

-14.1

-14.0

-14.0

-14.0

-14.0

-14.0

-14.0

-14.0

-13.9

-13.9

-13.9

-13.9

-13.9

-13.9

-13.9

-13.8

-13.8

-13.8

-13.8

-13.8

-13.8

-13.7

-13.6

-13.6

-13.6

-13.6

-13.6

-13.6

-13.5

-13.5

-13.5

-13.5

-13.5

-13.4

-13.4

-13.3

-13.3

-13.3

-13.2

-13.2

-13.2

-13.2

S

S

S

66" S

-13.1

-13.1

-13.1

SUBDRAIN (TYP.)

6" PVC PERFORATED

SEE SHEET C-502

NEW INLET AND DRAIN

LEGEND

-13.0

-13.0

-13.0

HIGHWAY

-12.9

-12.9

-12.8

-12.8

-12.8

-12.8-12.7

-12.7

-12.7

-12.6

-12.6

-12.6

-12.6

-12.6

-12.5

-12.5

-12.5

-12.4

-12.4

-12.4

-12.4

-12.4

-12.4

-12.3

-12.3

-12.3

-12.3

-12.2

-12.2

-12.2 -12.2

-12.1

-12.1

-12.1

-12.1 -12.1

-12.0

-12.0

-12.0

-12.0

-11.9

-11.8

-11.8

-11.8

-11.8 -11.8

-11.7

-11.7

McCARTER

-11.6

-11.5

-11.5

-11.5

-11.4

-11.3

-11.3

-11.3

-11.2

-11.2

-11.1

-11.1

-11.0

-10.9

-10.9

-10.8

-10.8

-10.7

-10.6

-10.6 -10.5

-10.5

-10.5

-10.4

-10.3

-10.3

-10.2

-10.2 -10.2

-10.2

-10.1

-10.0

-9.9

-9.9

-9.9

-9.8 -9.6

-9.6

-9.5

-9.4

-9.4

-9.3

-9.2

-9.2

-9.1

-8.9

-8.9

-8.7

-8.6

-8.6

-8.6

-8.6

-8.6

-8.5

-8.2

-8.2

-8.0

-7.8

-7.8

-7.6

-7.6

-7.5

-7.4

-7.4

-7.3

-7.2

-7.1

-7.1

-6.9

-6.9 -6.7

-6.6

-6.5

-6.4

-6.1

-6.0

-6.0

-6.0

-5.8

-5.8

-5.8

-5.7

-5.7

-5.6

-5.4-5.3

-5.3

-5.3

-5.3

AT EXISTING 48" STORM DRAIN OUTFALL

PROVIDE SLEEVE AND FLAP VALVE

-5.3

-5.2

-5.2

-5.2

-5.1

-5.1

-5.1

-5.0

-4.9

-4.9

-4.9 I=-1.56

-1.6

-1.5

-1.5

-1.4

-1.3

-1.0

-1.0

WORK LIMITS

BORING LOCATION

TREE REMOVAL

SUBDRAIN HIGH POINT

BOTTOM OF SLOPE

TOP OF SLOPE

-0.8

HP

-0.6

WORK LIMITS

WORK LIMITS

SILT FENCE AS NECESSARY ALONG THE

PROVIDE CONSTRUCTION FENCE AND OR

MW

MW

MW

MW MW

MW

MW

MWMW

MW

MW

MW

MW

MW

C

C

MW

E

E

E

D

D

P

P

P

E

E

W

W

W

W

W

W

W

W

W

WW

P

P

P

P

P

P

P

P

P

P

BRK./CONC.

BRK./CONC.

BRK./

CONC.

V

G A

S M

A I N

M A

R K

E R

.5

CONC.

STAMPED CONC.

GARBAGE CAN

BRK.

BRK.

B. BLK.

GARBAGE C

AN

CONC.

CONC.

B.

BLK

BRK.

BRK

CONC./

PAVERS

GRANITE

WALL

GRANITE

WALL

4" P

VC VENT4"

PVC V

ENT

CONC.

CONC.

C O

N C

CONC.

CONC.

CONC. CURB

C O

N C

C U

R B

WROUGHT IRON FENCE

STEEL

CONC.

CONC.

CONC.

BRICK STOCKPILE

LOOSE STONE

LOOSE STONE

BRICK STOCKPILES

GRASS

B. B

LK.

D

24" D

24" D

48" S

S

S

18" S

15" D

8" D

18" D

24" D

24" D

R=25.32

R=29.

R=25.24

R=27.

09I=16.9

I=17.5

I=19.1

R=26.0

I=17.7

R=28.

I=22.

I=20 .54

R=33.

I=23.

R=26.52

DEEP TO MEASURESTRUCTURE TOO

R=29 .59

NO P

IPES

VIS

IBLE

STEEL SHEETING

(P)

R=18.20

R=20.03

I=12.69

15" D

R=28.

00I=25.

I=16.

I=CNM

I=20.

I=23.

STEEL BULKHEAD

I=24 .29

R=23.65 I=17.38

I=-0.67

BULKHEADED

LARGE BRICK PIPE

WITH BULKHEADED OPENINGCONC. HEADWALL

STEEL

R=16.95

R=31.

R=19.29

I= .9

I=15.77

I=15.77

(P)

(P)

I=9.01(P)

36" S

36" S

BIL

LBOARDDIG

ITAL

FOR TRAFFIC HARDWARE

RECORDS NOT FOUND

FOR TRAFFIC HARDWARE

RECORDS NOT FOUND

S T

O

E

L L

E=584,774.51

N=695,484.10

SPIKE

TRAVERSE #109

EL=28.96

E=584,757.

N=695,266.

DISK

TRAVERSE #103

E=584,912.69 N=695,128.30

PK NAIL

TRAVERSE #110

EL=19.72

E=584,874.13

N=694,906.50

DISK

TRAVERSE #102

E=585,007.3

N=694,850.19

SPIKE

TRAVERSE #111

BIT.

BIT.

BIT.

BIT.

BIT.

BIT.

BIT.

BIT.

BIT.

BIT.

CONC. CONC.

CONC.

WOOD BULKHEAD

GRASS

WALL

BRICK

LOOSE

SCREENING FACILITY

RECTOR STREET

CITY OF NEWARK

2 STORY BRICK

60'

SCALE:1"= 30'

0 30'

S-4

S-5

S-6

GH-6

WT-11

NKG-20

WTH-9

NKG-19

WTH-8

H-6

VAULT

VAULT

0.1

W

D S -1

-B -0

S

IT

E P

L A

N S

T A T

O

C-101

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

N E

W Y

O R

K

N Y

IS

S

U E D

A T

E

C O

N S

T R

U C

T

IO

N C

O N

T R

A C

T

A

N E

W A

R K

N E

W J

E R

S E

Y

P A

R K A

N D H

IS

T O

R

IC

A

R E

A

P A

S S

A

IC

R

IV

E R W

A T

E R

F R

O N

T

J O

S E

P H G

M

IN

IS

H

N E

W Y

O R

K D

IS

T R

IC

T

New York District of Engineers

US Army Corps

B .B

D .E J .G

B .B

S .A

M .U

W -1

-D -0

L O

U

IS

B

E R

G E

R G

R O

U P

IN

C

M

T

K E

M B

L E A

V E

M O

R R

IS

T O

W N

N J

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

/0

/2

R

T A S

U B

M

IS

S

IO

N /0

/2

PASSAIC RIVER

0.6

SEE SHEET C-502

NEW INLET AND DRAIN

1.6

CONCRETE HEADWALL

REMOVE EXISTING

2.2

2.8

3.8

HP

HP

HP

60'

6.2

SEE NOTES 9 & 10

ABUTMENTS TO REMAIN

EXISTING CONCRETE AND GRANITE

8.5

(TYP)

MEET EXISTING 3H:1V

SEE SHEET C-301

PROPOSED GRADE 1% (TYP)

9.210

10.5

WORK LIMITS

10.7

GRADE

MEET EXISTING

11.5

OF PAVEMENT

MEET EXISTING EDGE

12.0

12.1

12.3

12.7

12.8

S

SEE SHEET S-504

STA 9+10

INSTALL LADDER AT

x x x x x x x x x x x x x x x x x x x x x x x

REFER TO NOTE 5

EXISTING 8'X8' OUTFALL

AND PLUGGED

60" RCP CAPPED

CAPPED AND PLUGGED

72" BRICK PIPE

BARRIER (SEE NOTE 12)

PROVIDE FLOATING TURBIDITY

STA. 9+05

BEGIN NEW RAILING

END NEW BULKHEAD

CONCRETE CHAMBER

EXISTING OUTFALL

FROM McCARTER HIGHWAY (RT.21)

CONSTRUCTION ACCESS 2

EXISTING CONDITIONS UPON COMPLETION OF PROJECT CONSTRUCTION.

14.CONSTRUCTION ACCESS DOES NOT REQUIRE STABILIZATION, BUT CONTRACTOR TO RESTORE AREA TO

REMOVED.

13.CONTRACTOR TO COORDINATE WITH COR AND USACE REGARDING WHICH TREES WILL REMAIN OR BE

AND SEDIMENT CONTROL PERMIT AND AS APPROVED BY THE COR.

12.THE LOCATION OF THE TURBIDITY BARRIER SHALL BE ACCORDING TO THE SOIL EROSION

WELL AS WORKING AREA AS SHOWN.

11.THE WORKING LIMITS SHOWN SHALL ACT AS BOUNDARY FOR THE CONTRACTORS STAGING AS

OTHER SIGNAGE.

PLACED AT THE COMPLETION OF CONSTRUCTION OF THE ENTIRE PROJECT ALONG WITH

CONCRETE AND GRANITE WALL SHALL BE MARKED FOR FUTURE INTERPRETATIVE SIGNAGE THAT WILL BE

10.THE LOCATION OF THE EXISTING RAILROAD ABUTMENT, CAPPED BRICK SEWER AND

MEETAND STOP AROUND THE ABUTMENT.

9.EXISTING CONCRETE AND GRANITE WALL ABUTMENT SHALL REMAIN. THE PROPOSED GRADES SHALL

8.ALL NEWLY GRADED AREAS SHALL BE SEEDED AS PER SPECIFICATION SECTION 32 92 19.

INCLUDING LAWN, PAVEMENTS ETC.

7.THE CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS BACK TO EXISTING CONDITIONS

NAD83. SOUNDINGS AND ELEVATION REFER TO NGVD29 VERTICAL DATUM.

APRIL 2010. THE COORDINATE SYSTEM REFERS TO NEW JERSEY STATE PLANE

6. TOPOGRAPHY SHOWN HERE REFLECTS THE EXISTING CONDITION AS OF

FIELD VERIFY THE SHEETING AND SHALL PROVIDE THE DETAIL FOR THE CONNECTION.

SCREENING FACILITY OUTFALL (8'X8') AT STATION 13+84. THE CONTRACTOR SHALL

5.THE PROPOSED SHEETING FOR THE BULKHEAD SHALL TIE IN WITH THE SHEETING OF THE

TO CHANGE

4.AREAS OUTSIDE WORK LIMITS ARE UNDER CONSTRUCTION BY OTHERS AND ARE SUBJECT

AS NOTED ON PLANS OR AS DIRECTED BY COR.

3.CLEAR AND GRUB FROM NEW BULKHEAD OR RIVER TO WORK LIMITS. DEMOLISH ALL ITEMS

CONTROL OR IMPACT THE LIMITS OF WORK.

PIPE OUTFALL STRUCTURES AND OTHER MISCELLANEOUS APPURTENANCES THAT MAY

WORK. THIS INCLUDES BUT IS NOT LIMITED TO EXISTING BRIDGES, BULKHEAD WALLS,

2.THE CONTRACTOR SHALL IDENTIFY ALL EXISTING FIELD CONDITIONS THAT IMPACT THE

INTERFERE WITH NEW CONSTRUCTION.

TO IDENTIFY SIZE AND LOCATION OF ALL UTILITIES AND OBSTRUCTIONS THAT MAY

1.BEFORE BEGINNING ANY WORK, THE CONTRACTOR SHALL PERFORM AN UNDERGROUND SURVEY

NOTES:

(TYP.)

SUBDRAIN CLEANOUT

13.5

16.7

16.7

16.7

16.7

CB

17.1

17.1

17.5

17.6

17.7

18.3 S

CB

S

SS

S

20.7

S

OF PAVEMENT

MEET EXISTING EDGE

3H:1V MAX.

MEET EXISTING GRADE

22.6

W W

23.5

CB

24.4

S

S

S

S

S

(P) (P)

CB

CB

CB

CB

CB

S

S

26.4

S

26.6

P

C

E

CB

E

W

W

CB

S

P

28.4

28.5

CB

28.8

P

29.1

D

E

CB

30.3

PIPE

CB

P

31.

C

CB

WROUGHT IRON FENCECONC. WALL WITH

I=30.

M A

T

H

L I

N

E

T

N

E

-15.1 -15.0

-15.0-14.9

-14.9

-14.8

-14.8

-14.7

-14.7

-14.7

-14.6

-14.6

-14.5

-14.5

-14.4

-14.4

-14.0

-13.9

-13.9

-13.9

-13.9

-13.8

-13.7

-13.7

-13.6

-13.6

-13.5

-13.5

-13.4

-13.4

-13.2

-13.2

-13.2

-13.1

-13.1

-13.1

LEGEND

-13.0

-12.9

-12.9

-12.7

-12.6

-12.6

-12.6

-12.6

-12.5

-12.4

-12.4 -12.3

-12.3

-12.3

-12.3

-12.2

-12.2

-12.2

-12.2

-12.2

-12.1

-12.1

-12.1

-12.0

-12.0

-11.8

-11.8

BARRIER SHEET NOTE 9

PROVIDE FLOATING TURBIDITY

-11.7

-11.7

-11.7

-11.4

-11.2 -11.2

-11.1

-11.0

-11.0

-10.9

-10.9

-10.5

-10.5

-10.3

-10.3

-10.2

-10.1

-10.0

-9.6

-9.6

-9.3

-9.2

-9.0

-8.7

-8.6 -8.5

-8.4

-8.2

-8.1

-7.4

-7.4

-7.4

-7.2

-6.6

-6.4 -6.4

-6.3

-6.2

-6.1

-5.8

-5.7 -5.7-5.7

-5.6

-5.6

-5.6

-5.3

-5.3

-2.0

-1.5

(RT 21)

-1.3

WORK LIMITS

BORING LOCATION

TREE REMOVAL

SUBDRAIN HIGH POINT

BOTTOM OF SLOPE

TOP OF SLOPE

HP

I=-0.28

HIGHWAY

EXISTING BULKHEAD

INSTALLATION

CONTINUE NEW RAILING

W

D S -1

-B -0

MW

MW

MW

MW

MW

MW

MW

MW

MW

MW

MW

C

E

P

P

P W

W

W

W

W

W

W

W

GARBAGE CAN (TYP.)

I= .6

P

CONC.

C O

N C

STEEL BULKHEAD

BULKHEADED

LARGE BRICK PIPE

R=16.95

I=9.01(P)

S T

O

L L

E=585,007.3

N=694,850.19

SPIKE

TRAVERSE #111

WALL

WALL

WALL

WALL

STAMPED CONC.

BRICK

B. BLK.

VAULT

STAMPED CONC.

B. BLK.

GRANITE WALL

GRANITE WALL

GRASS

CONC.

CONC.

CONC.

C O

N C

C O

N C

WOOD

STEEL

GRASS

GRASS

BRK.

B. BLK.

TROLLEY SHELTER

TROLLEY SHELTER

24" D

24" D

24" D

24" D

36" D

15" D

15" D

15" D

15" D

15" D

16" W

16" W

8" D

R=18.11

R=18.45

R=17.76

I=13.19

I=12.81

I=12.45

I=12.42

R=17.43

R=17.03

I=11.81 I=12.84

I=11.41

R=18.89R=18.90

I=7.70

I=7.18

I=7.78

P

P

R=18.38

R=17.50

I=9.36

I=11.80

I=16.15

I=12.82

I=9.82I=11.94

R=17.74

R=17.31

R=17.11

R=17.02

R=16.95

BENCH (TYP.)

I=8.91(P)

I=8.35(P)

I=8.29(P)

I=7.96(P)

I=7.90(P)

R=9.11

I=9.90(P)

I=6.30(P)

I=3.21(P)

I=4.66(P)

R=17.71

I=5.82(P)

I=5.79(P)

I=6.94(P)

I=6.87(P)

12" W

12" W

16" W

RETAINING WALLS

LOOSE STONE

EL=8.25

E=585,125.16

N=694,554.07

CROSS CUT

TRAVERSE #101

BIT.

BIT.

BIT.

BIT.

C-102

S

IT

E P

L A

N S

T A T

O

S-7

NKG-18

WT-10

M A

T

N

E

FROM CENTRE ST.

CONSTRUCTION ENTRANCE 1

HP

AND SEDIMENT CONTROL PERMIT AND AS APPROVED BY THE COR.

THE LOCATION OF THE TURBIDITY BARRIER SHALL BE ACCORDING TO THE SOIL EROSION9.

WELL AS WORKING AREA AS SHOWN.

THE WORKING LIMITS SHOWN SHALL ACT AS BOUNDARY FOR THE CONTRACTORS STAGING AS8.

ALL NEWLY GRADED AREAS SHALL BE SEEDED AS PER SPECIFICATION SECTION 32 92 19.7.

INCLUDING LAWN, PAVEMENTS ETC.

THE CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS BACK TO EXISTING CONDITIONS6.

NAD83. SOUNDINGS AND ELEVATION REFER TO NGVD29 VERTICAL DATUM.

APRIL 2010. THE COORDINATE SYSTEM REFERS TO NEW JERSEY STATE PLANE

TOPOGRAPHY SHOWN HERE REFLECTS THE EXISTING CONDITION AS OF5.

AND ARE SUBJECT TO CHANGE.

AREAS OUTSIDE WORK LIMITS ARE UNDER CONSTRUCTION BY OTHERS4.

DEMOLISH ALL STRUCTURES UNLESS OTHERWISE NOTED OR DIRECTED.

CLEAR AND GRUB FROM NEW BULKHEAD OR RIVER TO WORK LIMITS. 3.

MAY CONTROL OR IMPACT THE LIMITS OF WORK.

STRUCTURES AND OTHER MISCELLANEOUS APPURTENANCES THAT

TO EXISTING BRIDGES, BULKHEAD WALLS, PIPE OUTFALL

THAT IMPACT THE WORK. THIS INCLUDES BUT IS NOT LIMITED

THE CONTRACTOR SHALL IDENTIFY ALL EXISTING FIELD CONDITIONS2.

CONSTRUCTION.

UTILITIES AND OBSTRUCTIONS THAT MAY INTERFERE WITH NEW

UNDERGROUND SURVEY TO IDENTIFY SIZE AND LOCATION OF ALL

BEFORE BEGINNING ANY WORK, THE CONTRACTOR SHALL PERFORM AN1.

NOTE:

60'

SCALE: 1"= 30'

0 30'

WORK LIMITS

AT EXISTING 60" STORM DRAIN OUFALL

PROVIDE SLEEVE AND FLAP VALVE

AS NECESSARY

SILT FENCE ALONG WORKING LIMITS

PROVIDE CONSTRUCTION FENCE AND OR

3H:1V (TYP)

MEET EXISTING GRADE

CONCRETE

DEMO EXISTING

STAGING AREA LIMITS

SEE SHEET C-301

PROPOSED SLOPE 1% (TYP)

NEW BULKHEAD

S-7

B-2

S-6

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

N E

W Y

O R

K

N Y

IS

S

U E D

A T

E

C O

N S

T R

U C

T

IO

N C

O N

T R

A C

T

A

N E

W A

R K

N E

W J

E R

S E

Y

P A

R K A

N D H

IS

T O

R

IC

A

R E

A

P A

S S

A

IC

R

IV

E R W

A T

E R

F R

O N

T

J O

S E

P H G

M

IN

IS

H

N E

W Y

O R

K D

IS

T R

IC

T

New York District of Engineers

US Army Corps

B .B

D .E J .G

B .B

S .A

M .U

W -1

-D -0

L O

U

IS

B

E R

G E

R G

R O

U P

IN

C

M

T

K E

M B

L E A

V E

M O

R R

IS

T O

W N

N J

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

/0

/2

R

T A S

U B

M

IS

S

IO

N /0

/2

VAULT

SIGN

MEET EXISTING GRADE

TIE INTO EXISTING BULKHEAD 20+03±

BEGIN NEW BULKHEAD

CONSTRUCTION ENTRANCE

PROVIDE STABILIZED

TO BE FIELD VERIFIED

APPROXIMATE LOCATION

SEE SHEET S-504

INSTALL LADDER AT STA. 20+08

CROSSING

WALL, PROVIDE SLEEVE FOR WALL

CORE DRILL EXISTING CONCRETE

SEE SHEET C-502

THROUGH CONCRETE CAP

CORE DRILL PIPE OPENING

NEW INLET AND DRAIN

(TYP)

SUBDRAIN CLEANOUT

PVC SUBDRAIN

PROPOSED 6" PERFORATED

PASSAIC RIVER

1.6

6.2

8.2

8.6

8.6

D

9.3

9.4

10.3

11.5 x

16.7

16.7

CB CB

CB CB

CB

CB

17.1

CB

17.1

CB CB

P

CB

17.4

CB

CB

CB

17.7

17.7

S

CB

CB

CB

CB

17.8

CB

CB

CB

CB

CB

CB

18.5

CB

CB

18.6

CB

CB

CB

19.0

19.2

19.8

CB

CB

CB

McCARTER

T

N

E

M A

T

N

E

W

D S -1

-B -0

HELIPORT

GATE

CONC BLK WALL

GATE

RR TIE

C O

B

K

S T

O N

E

W A

L L

C-103

S

IT

E P

L A

N S

T A T

O

60'

SCALE: 1"= 30'

0 30'

DURING CONSTRUCTION.

CONTRACTS. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITION ONSITE

TO THE SURVEY CONDUCTED DURING THE DESIGN PHASE OF DIFFERENT

THE EXISTING CONDITION SHOWN HERE AFTER STATION 20+03 IS ACCORDING1.

NOTE:

WORK LIMITS

REFER SHEET S-504

CONTINUE NEW RAILING INSTALLATION

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

N E

W Y

O R

K

N Y

IS

S

U E D

A T

E

C O

N S

T R

U C

T

IO

N C

O N

T R

A C

T

A

N E

W A

R K

N E

W J

E R

S E

Y

P A

R K A

N D H

IS

T O

R

IC

A

R E

A

P A

S S

A

IC

R

IV

E R W

A T

E R

F R

O N

T

J O

S E

P H G

M

IN

IS

H

N E

W Y

O R

K D

IS

T R

IC

T

New York District of Engineers

US Army Corps

B .B

D .E J .G

B .B

S .A

M .U

W -1

-D -0

L O

U

IS

B

E R

G E

R G

R O

U P

IN

C

M

T

K E

M B

L E A

V E

M O

R R

IS

T O

W N

N J

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

/0

/2

R

T A S

U B

M

IS

S

IO

N /0

/2

T

N

E

STA. 37+10

END NEW RAILING

S

IT

E P

L A

N S

T A T

O

C-104

60'

SCALE: 1"= 30'

0 30'

SEE SHEET S-504

INSTALL LADDER AT STA. 37+05

DURING CONSTRUCTION.

CONTRACTS. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITION ONSITE

TO THE SURVEY CONDUCTED DURING THE DESIGN PHASE OF DIFFERENT

THE EXISTING CONDITION SHOWN HERE AFTER STATION 20+03 IS ACCORDING1.

NOTE:

D

C

A

B

WORK LIMITS

SEE SHEET S-504

CONTINUE NEW RAILING INSTALLATION

W

D S -1

-B -0

0 3

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

C O

N S

T R

U C

T

IO

N C

O N

T R

A C

T

A

N E

W A

R K

N E

W J

E R

S E

Y

P A

R K A

N D H

IS

T O

R

IC

A

R E

A

P A

S S

A

IC

R

IV

E R W

A T

E R

F R

O N

T

J O

S E

P H G

M

IN

IS

H

N E

W Y

O R

K D

IS

T R

IC

T

New York District of Engineers

US Army Corps

B .B

D .E J .G

S .A

M .U

S O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

S U

B M

IT

T E

D B

Y

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

SHEET OF

/0

/2

A N

S I

D

IS

S

U E D

A T

E

B .B

W -1

-D -0

L O

U

IS

B

E R

G E

R G

R O

U P

IN

C

M

T

K E

M B

L E A

V E

M O

R R

IS

T O

W N

N J

F

IL

E N

A M

E

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

F

IL

E N

U M

B E

R

S

IZ

E

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 D

A T

E A

P P

R

R

T A S

U B

M

IS

S

IO

N /0

/2

60'

SCALE: 1"= 30'

0 30'

C-105

S

IT

E P

L A

N S

T A .6

T

O

CONSTRUCTION.

TO RESTORE AREA TO EXISTING CONDITIONS UPON COMPLETION OF PROJECT

CONSTRUCTION ACCESS 3 DOES NOT REQUIRE STABILIZATION, BUT CONTRACTOR 2.

DURING CONSTRUCTION.

CONTRACTS. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITION ONSITE

TO THE SURVEY CONDUCTED DURING THE DESIGN PHASE OF DIFFERENT

THE EXISTING CONDITION SHOWN HERE AFTER STATION 20+03 IS ACCORDING1.

NOTE:

WORK LIMITS

SEE SHEET S-504

INSTALL LADDER AT STA. 45+74

D

C

A

B

W

D S -1

-B -0

2 3

M A

T

N

E

4 5

C O

N S

T R

U C

T

IO

N C

O N

T R

A C

T

A

N E

W A

R K

N E

W J

E R

S E

Y

P A

R K A

N D H

IS

T O

R

IC

A

R E

A

P A

S S

A

IC

R

IV

E R W

A T

E R

F R

O N

T

J O

S E

P H G

M

IN

IS

H

New York District of Engineers

US Army Corps

D E

S

IG

N E

D B

Y

D A

T E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

N E

W Y

O R

K

N Y

IS

S

U E D

A T

E

N E

W Y

O R

K D

IS

T R

IC

T B .B

D .E J .G

B .B

S .A

M .U

W -1

-D -0

L O

U

IS

B

E R

G E

R G

R O

U P

IN

C

M

T

K E

M B

L E A

V E

M O

R R

IS

T O

W N

N J

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 C

R

IP

T

IO

N M

A R

K A

P P

R

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

/0

/2

R

T A S

U B

M

IS

S

IO

N /0

/2

PASSAIC RIVER

60'

SCALE: 1"= 30'

0 30'

C-106

S

IT

E P

L A

N S

T A T

O

.1

DURING CONSTRUCTION.

CONTRACTS. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITION ONSITE

TO THE SURVEY CONDUCTED DURING THE DESIGN PHASE OF DIFFERENT

THE EXISTING CONDITION SHOWN HERE AFTER STATION 20+03 IS ACCORDING1.

NOTE:

SEE SHEET S-504

INSTALL LADDER AT STA 57+75

W

D S -1

-B -0

D

C

A

B

1 2 3 4 5

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

N E

W Y

O R

K

N Y

IS

S

U E D

A T

E

C O

N S

T R

U C

T

IO

N C

O N

T R

A C

T

A

N E

W A

R K

N E

W J

E R

S E

Y

P A

R K A

N D H

IS

T O

R

IC

A

R E

A

P A

S S

A

IC

R

IV

E R W

A T

E R

F R

O N

T

J O

S E

P H G

M

IN

IS

H

N E

W Y

O R

K D

IS

T R

IC

T

New York District of Engineers

US Army Corps

B .B

D .E J .G

B .B

S .A

M .U

W -1

-D -0

L O

U

IS

B

E R

G E

R G

R O

U P

IN

C

M

T

K E

M B

L E A

V E

M O

R R

IS

T O

W N

N J

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 M

A R

K A

P P

R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

/0

/2

R

T A S

U B

M

IS

S

IO

N /0

/2

WORK LIMITS

M A

T

N

E

C-107

S T

A T

O

B U

L K

H E

A D A

L

IG

N M

E N

T

80'0 40'

SCALE: 1"=40'

TR-x 211 695485.955 584483.777 35.609

TR-X 210 695043.662 584760.627 21.685

TR-X 233 694843.636 585052.758 7.716

TR-H&T 209 694500.358 584805.304 20.856

103 695266.560 584757.560 28.96 DISK

102 694906.500 584874.130 19.72 DISK

EASTING ELEVATION DESCRIPTIONPT.NO. NORTHING

SURVEY COORDINATE POINTS

V-SC-102 AND V-SC-103 IN THIS DRAWING SET.

FOR ADDITIONAL SURVEY POINTS REFER TO SHEET NOTE:

20+00 694557.606 585128.925

17+02.02 694848.290 585063.400

15+19.35 695015.809 584990.557

10+70.59 695439.835 584843.624

9+05 695597.186 584792.046

8+82.31 695618.75 584784.98

EASTING STATION NORTHING

BULKHEAD BASELINE COORDINATES

END OF BULKHEAD

9+05

START OF BULKHEAD

20+03

W

D S -1

-B -0

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

N E

W Y

O R

K

N Y

IS

S

U E D

A T

E

C O

N S

T R

U C

T

IO

N C

O N

T R

A C

T

A

N E

W A

R K

N E

W J

E R

S E

Y

P A

R K A

N D H

IS

T O

R

IC

A

R E

A

P A

S S

A

IC

R

IV

E R W

A T

E R

F R

O N

T

J O

S E

P H G

M

IN

IS

H

N E

W Y

O R

K D

IS

T R

IC

T

New York District of Engineers

US Army Corps

B .B

D .E J .G

B .B

S .A

M .U

W -1

-D -0

L O

U

IS

B

E R

G E

R G

R O

U P

IN

C

M

T

K E

M B

L E A

V E

M O

R R

IS

T O

W N

N J

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

/0

/2

R

T A S

U B

M

IS

S

IO

N /0

/2

STA. 20+66.52

9+00 10+00

8+82.31

P.I. STA.

188.28'

S18°08'54"E

P.I. STA.

10+70.59

11+00 12+00

S19°06'4 4"E

448.76'

13+00 14+00

15+00

15+19.35

P.I. STA.

16+00

S23° 30'0

4"E182.

67'

17+00

17+02.02

P.I. STA.

PT.NO.233

18+00

S12°42'11"E

413.09'

19+00 20+00

PT.NO.209

PT.NO.210

PT.NO.211

S19°06'4 4"E

PT.NO.102

PT.NO.103

40'10'

SCALE:1"=20'

0 20'

10+00 11+00

EL. 12.9

STA. 12+00

EL. 12.8

STA. 14+50

TOP OF WALL

10+50 11+50 12+00 13+00 14+00

EL. 12.8

STA. 10+00

APPROXIMATE ROCK LINE

EL. 13.5

STA. 9+50

EL. 12.8

STA. 10+50

EL. 12.9

STA. 11+00

EL. 12.3

STA. 12+50

EL. 12.2

STA. 12+81

EL. 12.8

STA. 13+50

EL. 13.1

STA. 14+00

INV. EL. -1.56

EXISTING 8'X8' OUTFALL

STA. 13+84

INV. EL. -0.67

EXISTING 48" HDPE

STA. 12+18

EL. 11.7

STA. 9+05

END NEW BULKHEAD

BOTTOM OF WALL

9+05

ELEVATION

SCALE: 1"= 20'-0"

9+50 14+5013+5012+50

(SEE SHEET C-502)

INV. EL. 0.0 STA. 10+00

NEW INLET AND DRAIN

(SEE SHEET C-502)

INV. EL. 0.0 STA. 12+81

NEW INLET AND DRAIN

EL. -14.0 EL. -18.0

EL. -26.0

EL. -28.0

DETAIL

CONNECTION

S-503 FOR

SEE SHEET

EL. 12.8

STA. 14+50

ELEVATION

15+5015+00 16+00

EL. -36.0

EL. 10.8

STA. 18+00

TOP OF WALL

17+00 18+00 19+00 20+00

EL. -32.0

EL. 13.3

STA. 15+00

EL. 14.0

STA. 17+00

EL. 9.8

STA. 19+00EL. 13.7

STA. 15+50

EL. 12.4

STA. 17+50

EL. 10.3

STA. 18+50

INV. EL. -0.28

EXISTING 60" HDPE

STA. 18+83

BOTTOM OF WALL

BOTTOM OF WALL

19+5018+5017+5016+5014+50

SCALE: 1"= 20'-0"

M A

T C

H L I

N E

M A

T C

H L I

N E

EL. -28.0

EL. -32.0

EL. -34.0

C-201

B U

L K

H E

A D P

R O

F

IL

E S

T A T

O

BULKHEAD

EXISTING

EL.28.0

20+65

INV. EL. 0.0

STA. 19+90

AND DRAIN

NEW INLET

EL. 6.42

STA. 20+63

EL. 8.44

STA. 16+47

EL. 10.49

STA. 16+41

EL. 7.79

STA. 12+81

EL. 8.34

STA. 12+81

EL. 9.39

STA. 11+42

EL. 9.39

STA. 11+38

EL. 8.35

STA. 10+00

EL. 7.49

STA. 10+00

EL. 8.18

STA. 9+07

SUBDRAIN

6" PERFORATED

SUBDRAIN

6" PERFORATED

STA. 18+87

STA. 17+67

STA. 16+43

STA. 9+06.25 STA.11+40.25

STA. 15+22

EL. 5.87

STA. 19+90

BOW

-50

-20

-40

-10

-30

-50

-20

-40

-10

-30

EL. -26.0

EL. -26.0

EL. -28.0

EL. -36.0

EL. -34.0 EL. -33.0

EL. -33.0

EL. 14.0

STA. 16+00

EL. 14.0

STA. 16+20

STEEL SHEET PILING SECTION

COMBINATION W44x262 WITH NZ 14

WALL

BOTTOM OF

EL. -28.0

EL. -26.0

BOTTOM OF WALL

16+20 16+80

PILING SECTION

WITH NZ 14 STEEL SHEET

COMBINATION W44x262

EL. 8.4

STA. 20+03

STEEL SHEET PILING DOUBLE NZ26 WITH 6"x0.875" PLATES SECTION STEEL SHEET PILING DOUBLE NZ26 WITH 6"x0.875" PLATES SECTION

STEEL SHEET PILING DOUBLE NZ26 WITH 6"x0.875" PLATES SECTION

EL. -4.2 BOTTOM OF CAP

EXISTING GRADE

EL. -4.2 BOTTOM OF CAP

EXISTING GRADE

EL. -4.2 BOTTOM OF CAP EL. -4.2 BOTTOM OF CAP

BEGIN NEW BULKHEAD

EL. 9.7

STA. 19+50

APPROXIMATE ROCK LINE

SURVEY DATED APRIL 2010, SEE SHEETS V-SC102 AND V-SC103.

4. EXISTING GRADES ARE BASED ON BATHYMETRIC AND TOPOGRAPHIC

NGVD29 ELEVATION = NAVD88 + 1.1 FEET.3.

ALL THE CLEANOUT CONCRETE PAD SHALL MATCH THE NEWLY GRADED AREA.2.

STA. 9+10, STA 20+08, 37+05, AND STA, 57+75.

LADDERS SHALL BE INSTALLED ALONG THE BULKHEAD AT

PURPOSES. FOR LADDER AND RAILING DETAILS, SEE SHEET S-504.

LADDERS AND RAILINGS ARE NOT SHOWN ON ELEVATIONS FOR CLARITY 1.

NOTE:

W

D S -1

-B -0

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

N E

W Y

O R

K

N Y

IS

S

U E D

A T

E

C O

N S

T R

U C

T

IO

N C

O N

T R

A C

T

A

N E

W A

R K

N E

W J

E R

S E

Y

P A

R K A

N D H

IS

T O

R

IC

A

R E

A

P A

S S

A

IC

R

IV

E R W

A T

E R

F R

O N

T

J O

S E

P H G

M

IN

IS

H

N E

W Y

O R

K D

IS

T R

IC

T

New York District of Engineers

US Army Corps

B .B

D .E J .G

B .B

S .A

M .U

W -1

-D -0

L O

U

IS

B

E R

G E

R G

R O

U P

IN

C

M

T

K E

M B

L E A

V E

M O

R R

IS

T O

W N

N J

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

/0

/2

R

T A S

U B

M

IS

S

IO

N /0

/2

WORKING LIMIT

MHT +3.4

MLT -1.8

MLT -1.8

MHT +3.4

PROPOSED GRADE

GRADE

EXISTING

LAND SIDERIVER SIDE

LAND SIDERIVER SIDE

C-301

C R

O S

S S

E C

T

IO

N S

T A T

O

PROPOSED CONCRETE CAP

37'

MEET EDGE OF PAVEMENT

GRADE

EXISTING

MLT: MEAN LOW TIDE

MHT: MEAN HIGH TIDE

BULKHEAD BASELINE

BULKHEAD BASELINE

PROPOSED DYNAMIC DISPLACEMENT STONE

TIEBACK EL.4.0

TOP OF DEADMAN EL. 8.0

EL. -10.0

BOTTOM OF DEADMAN

PROPOSED CONCRETE CAP

PROPOSED GRADE

TIEBACK EL.4.0

EL. -10.0

BOTTOM OF DEADMAN

TIEBACK EL.4.0

EL. -10.0

BOTTOM OF DEADMAN

TIEBACK EL.4.0

EL. -10.0

BOTTOM OF DEADMAN

EL. 8.0

TOP OF DEADMAN

EL. -10.0

BOTTOM OF DEADMAN

EL. 8.0

TOP OF DEADMAN

TIEBACK EL.4.0

EL. 8.0

TOP OF DEADMAN

EL. 8.0

TOP OF DEADMAN

DETAILS REFER TO SHEET C-501.

FOR CRUSHED STONE AND PROPOSED GRADING4.

TYPICAL FOR ALL CROSS SECTIONS.

DIMENSIONS AND CALL OUTS SHOWN ARE3.

NGVD29 VERTICAL DATUM.

SOUNDINGS AND ELEVATION REFER TO 2.

NEW JERSEY STATE PLANE NAD83.

THE COORDINATE SYSTEM REFERS TO1.

NOTE:

UTILITIES.

FEET TO AVOID CONFLICT WITH FUTURE

8. TIEBACK LOCATIONS SHALL BE ADJUSTED +/- 1.0

C-501.

7. FOR CONCRETE CAP BOTTOM REFER TO DRAWING

C-501 FOR BULKHEAD DEPTH AND DETAILS.

6. BULKHEAD IS NOT SHOWN. REFER TO C-201 AND

5. NGVD29 ELEVATION = NAVD88 + 1.1 FEET.

40'10'

SCALE:1"=20'

0 20'

SPECIFICATION SECTION 31 00 00.

DISPLACEMENT STONE. INSTALL STONE PER

WILL BE MOVED USING THE DYNAMIC

THE CONCRETE CAP THEN THE EXISTING MUD LINE

9. WHEN EXISTING GROUND IS ABOVE THE BOTTOM OF

W

D S -1

-B -0

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

N E

W Y

O R

K

N Y

IS

S

U E D

A T

E

C O

N S

T R

U C

T

IO

N C

O N

T R

A C

T

A

N E

W A

R K

N E

W J

E R

S E

Y

P A

R K A

N D H

IS

T O

R

IC

A

R E

A

P A

S S

A

IC

R

IV

E R W

A T

E R

F R

O N

T

J O

S E

P H G

M

IN

IS

H

N E

W Y

O R

K D

IS

T R

IC

T

New York District of Engineers

US Army Corps

B .B

D .E J .G

B .B

S .A

M .U

W -1

-D -0

L O

U

IS

B

E R

G E

R G

R O

U P

IN

C

M

T

K E

M B

L E A

V E

M O

R R

IS

T O

W N

N J

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

/0

/2

R

T A S

U B

M

IS

S

IO

N /0

/2

-20

0 25 50 75 100-25-50-75-100

10+00

-20

-20

0 25 50 75 100-25-50-75-100

11+00

-20

12+00

13+00

14+00

-20

0 25 50 75 100-25-50-75-100

9+05

-20

-20

-100

-20

0 25 50 75-25-50-75

-20

-100

-20

0 25 50 75-25-50-75

-20

-100

-20

0 25 50 75-25-50-75

40'10'

SCALE:1"=20'

0 20'

PROPOSED GRADE

EXISTING GRADE

MHT +3.4

MLT -1.8

PROPOSED GRADE

EXISTING GRADE

WORKING LIMIT

MHT +3.4

MLT -1.8

LAND SIDERIVER SIDE

RIVER SIDE LAND SIDE

C-302

C R

O S

S S

E C

T

IO

N S

T A T

O

MEET EDGE OF PAVEMENT

WORKING LIMIT

PROPOSED CONCRETE CAP

PROPOSED CONCRETE CAP

1V:3H MAX.

MEET EXISTING

SLOPE TO

MLT: MEAN LOW TIDE

MHT: MEAN HIGH TIDE

BULKHEAD BASELINE

BULKHEAD BASEINE

DISPLACEMENT STONE

PROPOSED DYNAMIC

EL. 8.0

TOP OF DEADMAN

EL. -10.0

BOTTOM OF DEADMAN

TIEBACK EL.4.0

EL. 8.0

TOP OF DEADMAN

EL. -10.0

BOTTOM OF DEADMAN

TIEBACK EL.4.0

EL. 8.0

TOP OF DEADMAN

EL. -10.0

BOTTOM OF DEADMAN

TIEBACK EL.4.0

EL. 8.0

TOP OF DEADMAN

EL. -10.0

BOTTOM OF DEADMAN

TIEBACK EL.4.0

EL. 8.0

TOP OF DEADMAN

EL. -10.0

BOTTOM OF DEADMAN

TIEBACK EL.4.0

PROPOSED DYNAMIC DISPLACEMENT STONE

DETAILS REFER TO SHEET C-501.

FOR CRUSHED STONE AND PROPOSED GRADING4.

TYPICAL FOR ALL CROSS SECTIONS.

DIMENSIONS AND CALL OUTS SHOWN ARE3.

NGVD29 VERTICAL DATUM.

SOUNDINGS AND ELEVATION REFER TO 2.

NEW JERSEY STATE PLANE NAD83.

THE COORDINATE SYSTEM REFERS TO1.

NOTE:

MLT -1.8

MHT +3.4

PROPOSED GRADE

GRADE

EXISTING

LAND SIDERIVER SIDE

PROPOSED CONCRETE CAP

BULKHEAD BASELINE

PAVEMENT

MEET EDGE OF

UTILITIES.

FEET TO AVOID CONFLICT WITH FUTURE

8. TIEBACK LOCATIONS SHALL BE ADJUSTED +/- 1.0

C-501.

7. FOR CONCRETE CAP BOTTOM REFER TO DRAWING

C-501 FOR BULKHEAD DEPTH AND DETAILS.

6. BULKHEAD IS NOT SHOWN. REFER TO C-201 AND

5. NGVD29 ELEVATION = NAVD88 + 1.1 FEET.

SPECIFICATION SECTION 31 00 00.

DISPLACEMENT STONE. INSTALL STONE PER

WILL BE MOVED USING THE DYNAMIC

THE CONCRETE CAP THEN THE EXISTING MUD LINE

9. WHEN EXISTING GROUND IS ABOVE THE BOTTOM OF

W

D S -1

-B -0

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

N E

W Y

O R

K

N Y

IS

S

U E D

A T

E

C O

N S

T R

U C

T

IO

N C

O N

T R

A C

T

A

N E

W A

R K

N E

W J

E R

S E

Y

P A

R K A

N D H

IS

T O

R

IC

A

R E

A

P A

S S

A

IC

R

IV

E R W

A T

E R

F R

O N

T

J O

S E

P H G

M

IN

IS

H

N E

W Y

O R

K D

IS

T R

IC

T

New York District of Engineers

US Army Corps

B .B

D .E J .G

B .B

S .A

M .U

W -1

-D -0

L O

U

IS

B

E R

G E

R G

R O

U P

IN

C

M

T

K E

M B

L E A

V E

M O

R R

IS

T O

W N

N J

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

/0

/2

R

T A S

U B

M

IS

S

IO

N /0

/2

15+00

16+50

17+00

18+00

19+00

20+03

-20

-100

-20

0 25 50 75-25-50-75

-20

-100

-20

0 25 50 75-25-50-75

-20

-100

-20

0 25 50 75-25-50-75

-20

-100 100

-20

0 25 50 75-25-50-75

-20

-100 100

-20

0 25 50 75-25-50-75

-20

-100 100

-20

0 25 50 75-25-50-75

BASELINE

NEW GRADE

1%

CONCRETE CAP

EXIST. GROUND

EXIST. GROUND

FILL TO MEET

3H:1V CUT OR

LIMITS FOR CLEARING AND GRUBBING

APPROX. EX. GROUND LINE

BOTTOM OF WALLBOW

TOP OF WALLTOW

GRANULAR MATERIAL

12" (MIN.) SELECT

(NOT TO SCALE)

SEDIMENTS NOT IN EXCAVATION

TYPICAL SECTION - GRADING

TOW VARIES

G R

A D

IN

G D

E T

A

IL

S

C-501

EXISTING WOODEN BULKHEAD

APPROXIMATE LOCATION OF

LEGEND

OF DISPLACED MATERIAL

APPROXIMATE LIMITS

FOR GRADING/WORK LIMITS

PAVEMENT. SEE SITE PLAN

WORK LIMITS OR EDGE OF EXISTING

BASELINE

NEW GRADE

1%

CONCRETE CAP

EXIST. GROUND

EXIST. GROUND

FILL TO MEET

3H:1V CUT OR

LIMITS FOR CLEARING AND GRUBBING

APPROX. EX. GROUND LINE

GRANULAR MATERIAL

12" (MIN.) SELECT

(NOT TO SCALE)

TOW VARIES

EXISTING WOODEN BULKHEAD

APPROXIMATE LOCATION OF

FOR GRADING/WORK LIMITS

PAVEMENT. SEE SITE PLAN

WORK LIMITS OR EDGE OF EXISTING

SEDIMENTS NOT IN EXCAVATION

TYPICAL CANTILEVER SECTION - GRADING

GW +3.5

CONCRETE CAP

BOTTOM OF

GW +3.5

CONCRETE CAP

BOTTOM OF

TIEBACKS

CRUSHED STONE

DISPLACED

CRUSHED STONE

DISPLACED

SEE GENERAL NOTE 4

PROPOSED LADDER AND RAILING

SEE GENERAL NOTE 4

PROPOSED LADDER AND RAILING

S-501

SEE TYPICAL CAP SECTION ON

TOP OF PILE

S-501

SEE TYPICAL CAP SECTION ON

TOP OF PILE

EL. -4.20, SEE C-201 EL. -4.20, SEE C-201

GROUPS AT/TOWARDS THE END OF A SHIFT.

REDUCE SCHEDULE CONSTRAINS, GROUTING CAN BE DONE IN SHEET PILE/ STEEL WIDE FLANGE BEAMS IN

DO NOT INSTALL SHEET PILE WITHIN 30 FEET OF NEWLY GROUTED SOCKETS TO ALLOW GROUT TO SET. TO 4.

OR EACH CHANGE OF THE MIX DESIGN (WHICHEVER OCCURS FIRST) FOR VERIFICATION OF THE GROUT STRENGTH

SHEET PILE/STEEL WIDE FLANGE BEAMS. COLLECT A SET OF FIVE (5) GROUT CUBES FOR EACH DAILY MIX, E. PUMP GROUT AT 150 PSI PRESSURE UNTIL GROUT RETURN IS VISIBLE AT THE EXPOSED TOE OF THE

CONNECT GROUT PUMP TO GROUND-END OF THE TREMIE PIPED.

4,000 PSI WHEN TESTED ACCORDING TO ASTM C109.

NECESSARY USE FLUIDIFIER TO FACILITATE PUMPING. GROUT SHALL HAVE MINIMUM 28 DAYS STRENGTH OF

PREPARE NEAT WATER/PORTLAND CEMENT GROUT WITH A MAXIMUM WATER CEMENT RATIO OF 0.45. IF C.

INSTALL SHEET PILES/STEEL WIDE FLANGE BEAMS TO DESIGN TIP ELEVATION(S)B.

AFTER PREDRILLING, ATTACH A 1-IN DIAMETER SACRIFICIAL PIPE TO SERVE AS TREMIE FOR GROUT.A.

THE FOLLOWING STEPS SHALL BE TAKEN:

SHEET S-302 TYPE DESIGN (I.E. USE W44X262 WITH E22 CONNECTION & NZ14'S (GRADE 50) SHALL APPLY.

IF PRE-DRILLING IS REQUIRED TO INSTALL PILES TO DESIGN TIP ELEVATIONS, THE SECTION SHOWN IN 3.

MATERIAL RESULTING FROM DRILLING HOLES SHALL BE DISPOSED OF AS APPROVED IN THE CONTRACT.

BE PERMITTED IN LIEU OF PREDRILLING, UNLESS AUTHORIZED BY THE CONTRACTING OFFICER IN WRITING.

COMPLETION OF DRIVING SHALL BE FILLED WITH GROUT AS SPECIFIED. THE USE OF SPUDS SHALL NOT

LARGER THAN SIZE OF THE SHEET PILE. ANY VOID SPACE REMAINING AROUND THE SHEET PILE AFTER

BY THE CONTRACTING OFFICER, THE CONTRACTOR SHALL PREDRILL HOLES OF A SIZE MAXIMUM 6 INCHES

WHEN PERMITTED, RESORT TO SUPPLEMENTAL METHODS SUCH AS JETTING OR PREDRILLING. WHEN DIRECTED

MINIMUM REQUIREMENTS THE CONTRACTOR MAY BE REQUIRED TO PROVIDE A HAMMER OF GREATER ENERGY OR, IN CASE THE REQUIRED PENETRATION IS NOT OBTAINED BY THE USE OF A HAMMER COMPLYING WITH THE 2.

PILE/STEEL WIDE FLANGE BEAM.

HOLE DIAMETER SHOULD BE SO SELECTED TO THE LEAST DIMENSION THAT IS ADEQUATE FOR SHEET

AIR HAMMERS, OR OTHER SUITABLE METHODS TO REMOVE OBSTACLES OR LOOSEN THE STRATA. THE PREDRILL

PREDRILL WITH A CONTINUOUS FLIGHT AUGER OR A WET ROTARY BIT OR DOWN-THE-HOLE HAMMER, OR C.

USE PILE SHOES TO FACILITATE PENETRATION THROUGH OBSTACLES.B.

REMOVE OBSTRUCTIONS BY EXCAVATION IF OBSTRUCTION IS WITHIN 10 FEET OF THE GROUND SURFACE.A.

SHALL PENETRATE THROUGH OBSTACLES BY ONE OR MORE OF THE FOLLOWINGS:

CONSECUTIVE HAMMER BLOWS. IF AND WHEN PRACTICAL REFUSAL/HIGH PPVS ARE ATTAINED, THE CONTRACTOR

PARTICLE VELOCITY (PPV) EXCEEDS 1.0 INCH PER SECOND AT THE NEAREST STRUCTURE UNDER 10

A MINIMUM RATED ENERGY OF 100,000 FT.-LBS. AT MINIMUM 90 PERCENT EFFICIENCY, OR WHEN THE PEAK

PRACTICAL REFUSAL THAT IS DEFINED AS 10 BLOWS PER ONE INCH USING A DIESEL HAMMER WITH

DURING DRIVING IN NO CASE SHALL DRIVING CONTINUE FOR MORE THAN 3 INCHES (75 MM) AT 1.

BULKHEAD SHEET PILE INSTALLATION (ALSO SEE SPECIFICATION SECTIONS 31 41 16 AND 31 62 16):

UNTIL BRINGING THE SITE TO FINISHED GRADE.

VIBRATORY ROLLER MUST NOT BE USED. REPEAT THE PROCESS

PERCENT OF THE FILLS DRY DENSITY AS OBSERVED IN ASTM 698.

A MAXIMUM STATIC WEIGHT OF 8 TONS AND COMPACT IT TO 90

31 00 00) IN MAXIMUM 8" THICK LIFTS USING A ROLLER WITH

PLACE EXCAVATED SOILS/SELECT GRANULAR FILL (SEE SECTION 6.

MUST NOT BE USED.

MAXIMUM STATIC WEIGHT OF 8 TONS. VIBRATORY ROLLER

COMPACT STONE BY ROLLING ONLY USING A ROLLER WITH A 5.

OR SIMILAR OTHER APPROVED BY THE CONTRACTING OFFICER).

PLACE 18" THICK 3/4" SIZE CRUSHED STONE (NJDOT 1-57 4.

PLACE TIEBACK ROD.3.

APPROVED MATERIALBY THE CONTRACTING OFFICER.

PLACE 6" THICK BEDDING SAND, NJDOT 1-9, OR OTHER 2.

DENSITY AS OBSERVED IN ASTM D 698.

PERCENT OF THE FILL MATERIAL'S (STRATUM 1) DRY

TIEBACK BUNDLE AND COMPACT EXPOSED SUBGRADE TO 98

EXCAVATE 6 INCHES BELOW THE BOTTOM ELEVATION OF THE 1.

TIEBACKS SUBGRADE PREPARATION AND BACKFILLING

STONE. INSTALL STONE PER SPECIFICATION SECTION 31 00 00.

THE EXISTING MUD LINE WILL BE MOVED USING THE DYNAMIC DISPLACEMENT

10. WHEN EXISTING GROUND IS ABOVE THE BOTTOM OF THE CONCRETE CAP THEN

CONFLICT WITH FUTURE UTILITIES.

9. TIEBACK LOCATIONS SHALL BE ADJUSTED +/- 1.0' TO AVOID

BULKHEAD AND DEAD-MAN SHEETING.BETWEEN THE

SHEETING AS LONG AS THE MINIMUM SPACING OF 37' IS MAINTAINED

AND BACKFILL EXCAVATED MATERAL, OR CAN REALIGN THE DEAD-MAN

DESCRIPTION), THE CONTRACTOR CAN EXCAVATE AND REMOVE OBSTACLES,

ENCOUNTERED AND CAUSE EARLY REFUSALS (SEE SPECIFICATION FOR

8. DURING INSTALLATION OF THE DEAD-MAN SHEETING IF OBSTACLES ARE

NZ14'S (GRADE 50)).

SHOWN IN SHEET S-302 (I.E. USE W44X262 WITH E22 CONNECTION &

CONTRACTOR SHALL PREDRILL, AND APPLY THE SECTION TYPE DESIGN AS

DESCRIPTION) BEFORE REACHING THE TARGET TIP ELEVATIONS, THE

BY DRIVING. IF REFUSALS ARE OBTAINED (SEE SPECIFICATION FOR

COMPATIBLE TO HARD-DRIVING CONDITIONS, AND FORM THE ROCK-SOCKETS

7. THE CONTRACTOR SHALL PLAN TO INSTALL THE BULKHEAD USING EQUIPMENT

REFER TO SHEET C-201 FOR BOTTOM OF (BULKHEAD) WALL (BOW).6.

SECTION 31 00 00 EARTHWORK.

SOIL USED FOR BACKFILL SHALL BE ACCORDING TO THE SPECIFICATION 5.

RAILINGS THIS CONTRACT. FOR LADDER DETAILS SEE SHEET S-504.

SEE NEWARK RIVERFRONT PARK RAILING DETAILS 8, DWG. L-567 FOR ALL4.

FOR STRUCTURAL DETAILS REFER TO SHEET S-501, S-502 AND S-503.3.

S-302 AND S-303.

FOR BULKHEAD AND CONCRETE CAP INFORMATION REFER TO SHEET S-301,2.

FOR SITE PLAN INFORMATION REFER TO SHEET C-101 AND C-102.1.

GENERAL NOTES:

W

D S -1

-B -0

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

N E

W Y

O R

K

N Y

IS

S

U E D

A T

E

C O

N S

T R

U C

T

IO

N C

O N

T R

A C

T

A

N E

W A

R K

N E

W J

E R

S E

Y

P A

R K A

N D H

IS

T O

R

IC

A

R E

A

P A

S S

A

IC

R

IV

E R W

A T

E R

F R

O N

T

J O

S E

P H G

M

IN

IS

H

N E

W Y

O R

K D

IS

T R

IC

T

New York District of Engineers

US Army Corps

B .B

D .E J .G

B .B

S .A

M .U

W -1

-D -0

L O

U

IS

B

E R

G E

R G

R O

U P

IN

C

M

T

K E

M B

L E A

V E

M O

R R

IS

T O

W N

N J

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

/0

/2

R

T A S

U B

M

IS

S

IO

N /0

/2

NOTES:

ACCOMMODATE GRADING/DRAINAGE.

6. INLET ELEVATIONS MAY BE ADJUSTED BY CONTRACTING OFFICER TO

CAP FOR MOUNTING.

ANCHOR BOLTS BY THE VALVE MANUFACTURER CAST INTO THE CONCRETE

SERIES FV-AC, PER RODNEY HUNT COMPANY, OR APPROVED EQUAL. PROVIDE

5. FLAP VALVES ARE REQUIRED FOR DRAINAGE OUTLET AND SHALL BE

DETAIL SHEET CD-602-1.3.

LADDER RUNGS SHALL BE IN ACCORDANCE WITH NJDOT STANDARD

IN ACCORDANCE WITH NJDOT STANDARD DETAIL SHEET CD-602-1.8.

DETAIL SHEET CD-602-2.4, TYPE A.BICYCLE SAFE GRATE SHALL BE

INLETS AND FRAMES SHALL BE IN ACCORDANCE WITH NJDOT STANDARD

TRANSPORTATION CONSTRUCTION DETAILS (CD) AND SPECIFICATIONS.

4. INLET CONSTRUCTION SHALL BE PER NEW JERSEY DEPARTMENT OF

3. CUT PIPE FLUSH WITH EXPOSED FACE OF CONCRETE CAP.

2. PROVIDE BEVELED PIPE AT JUNCTION WITH CONCRETE INLET.

AND WILL BE ADJUSTED IN THE FIELD TO ACCOMMODATE ANCHORS.

ELEVATIONS. LOCATIONS AND ELEVATIONS ARE APPROXIMATE

1. REFER TO SCHEDULE FOR DRAIN LOCATION, PIPE DIAMETER AND

CONCRETE REINFORCING NOT SHOWN FOR CLARITY.

NOTE:

W

D S -1

-B -0

STEEL SHEET PILING

INVERT OUT

INVERT IN

INLET ELEVATION

INLET A

INLET B

12"

PERFORATED PIPE

6" PVC

GRAVEL

FILTER FABRIC

FINISHED GRADE

FLOW

PROVIDE WYE IN THE DIRECTION OF FLOW.2.

REFER TO SHEET C-201 FOR LOCATION AND INVERT DETAILS.1.

NOTES:

(3/4" CRUSHED STONE)

6" MIN. BEDDING MATERIAL

LADDER RUNG DETAIL

PLAN

SECTION

NOT TO SCALE

PERFORATED SUBDRAIN DETAIL

EXCAVATION PAY LIMITS

PLAN

A

DETAIL A

B

B

SECTION B-B

SECTION A-A

DETAILS AT BULKHEAD

TYPICAL DRAINAGE OUTLET

ANGLE

REINFORCEMENT

PIPE SLEEVE

GROUT

ANGLE

REINFORCEMENT

STEEL SHEET PILE

ANGLE L3X3X…"

REINFORCEMENT

BULKHEAD

FRONT FACE

PIPE SLEEVE

GROUT

CONCRETE CAP

ANGLE L3X3X…"

REINFORCEMENT

SEE DETAIL A

PIPE SLEEVE

BULKHEAD

FRONT FACE

GRADE

PIPE

PIPE DIAMETER

(SEE NOTE 4)

CONCRETE INLET

BASELINE

CAP

CONCRETE

PIPE SLEEVE

BULKHEAD

FRONT FACE

SCALE: 3/8 " = 1'-0"

1 1

7"

WALL VARIES

1'-4"

1"

M I

N

N

P

Y

M I

T S

E X

C A

V A

T I

O N

PAY LIMITS

EXCAVATION

W

(SEE NOTE 5)

FLAP VALVE

A

(SEE NOTE 1)

CONCRETE PIPE

REINFORCED

(SEE NOTE 4)

CONCRETE INLET

(SEE NOTE 4)

SAFE GRATE

BICYCLE

INLET INVERT

SEE NOTE 4

BICYCLE SAFE GRATE

0.0

0.0 15

8.91 0.0 15

10+00

12+81

0.5 0.4

0.5 0.4

0.5 0.4

11.63

11.03

SCHEDULE FOR DRAINAGE OUTLETS

INLET BINLET A

STATION ELEVATION

INLET

ELEVATION

INVERT

INLET

ELEVATION

INLET

IN

ELEVATION

INVERT

INLET

OUT

ELEVATION

INVERT

INLET

ELEVATION

INVERT

WALL

(INCHES)

DIAMETER

PIPE

3.0

(INCHES)

DIAMETER

PIPE

(INCHES)

W

19+90

SEE S-501 FOR DETAILS

CONCRETE CAP

SEE NOTE 4

CONCRETE INLET

NOT TO SCALE

WALL INVERT

NOT TO SCALE

BASELINE

NOT TO SCALE

C-502

D R

A

IN

A G

E O

U T

L E

T D

E T

A

IL

S

(SEE NOTE 1)

CONCRETE PIPE

REINFORCED

N/A

N/A

N/A

N/A

8.22

FLAP VALVE

CONCRETE PAD

6"X24"X24"

PVC CAP

PIPE

6" PVC

45° WYE

PERFORATED PIPE

6" PVC

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

N E

W Y

O R

K

N Y

IS

S

U E D

A T

E

C O

N S

T R

U C

T

IO

N C

O N

T R

A C

T

A

N E

W A

R K

N E

W J

E R

S E

Y

P A

R K A

N D H

IS

T O

R

IC

A

R E

A

P A

S S

A

IC

R

IV

E R W

A T

E R

F R

O N

T

J O

S E

P H G

M

IN

IS

H

N E

W Y

O R

K D

IS

T R

IC

T

New York District of Engineers

US Army Corps

B .B

D .E J .G

B .B

S .A

M .U

W -1

-D -0

L O

U

IS

B

E R

G E

R G

R O

U P

IN

C

M

T

K E

M B

L E A

V E

M O

R R

IS

T O

W N

N J

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

/0

/2

R

T A S

U B

M

IS

S

IO

N /0

/2

(SEE NOTE 4)

SAFE GRATE

BICYCLE

SEE NOTE 4

CONCRETE INLET

C-503

S O

IL

E

R O

S

IO

N A

N D S

E D

IM

E N

T C

O N

T R

O L

10' MAX.

ORANGE PLASTIC

'M

IN

'M

IN

METAL POST (TYP.)

POINT

DISCHARGE

STREAM

CONSTRUCTION FENCE

WET EXCAVATION

FLOW FOR THE POINT OF USE.

CRUSHED STONE, ASTM C-33 SIZE #357

NOTES:

1. THE NUMBER OF BALES REQUIRED TO PROVIDE AN ADEQUATE BARRIER

WILL BE DETERMINED BY THE CONTRACTOR AT THE BARRIER LOCATION.

OF POINT "B" BY 8" MINIMUM.

2. THE ELEVATION OF POINTS "A" AND "C" MUST EXCEED THE ELEVATION

POINT "C"

POINT "A"

POINT "B"

NOT TO SCALE

BINDING WIRE

OR TWINE

STRAW BALES

WOOD STAKE

WOOD STAKE

5' (152 cm)

OVERFLOW SECTION

F L

O W

WEDGE LOOSE STRAW BETWEEN BALES

WOOD STAKE

WITH NO GAPS

STRAW BALES - ABUT TIGHTLY

OVERFLOW SECTION

ALONG BALE ALIGNMENT

PLACE AT LOWER AREA

BMP 6

6" (15 cm)

(15 c m

ELEVATION

PLAN

BMP #6 IN LIEU OF BMP#5.

LOW POINT ALONG BALE ALIGNMENT

FLO

W

F L O

W

3. SEE BMP 2 FOR STRAW BALE INSTALLATION DETAILS.

2. THE ELEVATION OF POINTS "A" AND "C" MUST EXCEED THE ELEVATION

OF POINT "B" BY 6" (15 CM) MINIMUM.

NOTES:

1. THE NUMBER OF BALES REQUIRED TO PROVIDE AN ADEQUATE BARRIER

WILL BE DETERMINED BY THE CONTRACTOR AT THE BARRIER LOCATION.

POINT "C"

POINT "A"

POINT "B"

NOT TO SCALE

BINDING WIRE

OR TWINE

STRAW BALES

WOOD STAKE

WOOD STAKE

F L

O W

WITH NO GAPS

STRAW BALES - ABUT TIGHTLY

LOW POINT OF BALE BARRIER

BMP 5

ELEVATION

PLAN

4. THIS BMP IS FOR USE WHERE FLOW QUANTITIES ARE MINIMAL SUCH

THAT OVER TOPPING OF THE HAY

BALES WILL NOT OCCUR. WHERE CONDITIONS EXIST SUCH THAT OVER

TOPPING CAN BE EXPERIENCED IMPLEMENT

SIZE #357

CRUSHED STONE, ASTM C-33

NECESSARY TO ACCOMMODATE THE SPECIFIC

4. THE WIDTH OF ROCK OVERFLOW WEIR SHALL BE WIDENED AS

NOT TO SCALE

NOT TO SCALE

STRAW BALE BARRIER

WITH STONE OVERFLOW SECTIONSTRAW BALE BARRIER

BMP 7

BETWEEN BALES

WEDGE LOOSE STRAW

CONTRACTING OFFICER.

MATERIALS MAY BE USED AS APPROVED BY THE

STANDARDS. ALTERNATE METHODS AND

DEPARTMENT OF TRANSPORTATION(NJDOT)

CONFORM TO CURRENT NEW JERSEY

2. FLOATING TURBIDITY BARRIER SHOULD

CONDITIONS.

SILT DISPERSION UNDER SPECIFIC SITE

SHALL BE SO AS TO EFFECTIVELY CONTROL

PLACEMENT OF FLOATING TURBIDITY BARRIER

FILLING OPERATIONS. EXACT

PREVENT DRIFTING OF SILT CAUSED BY

1. PLACE FLOATING TURBIDITY BARRIER TO

NOTES:

SHALL BE IMPLEMENTED AS CONDITIONS WARRENT.

INFORMATION SHALL BE PROVIDED, ADDITIONAL MEASURES DEEMED NECESSARY BY DISTRICT OFFICIALS

THE SALE OF ANY PORTION OF THE PROJECT OR FOR THE SALE OF INDIVIDUAL LOTS, NEW OWNERS'

15. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED, IN WRITING, FOR

CONSERVATION DISTTICT.

"SPECIAL" MEASURES SHALL BE DESIGNED BY THE APPLICANT'S ENGINEER AND BE APPROVED BY THE SOIL

14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE

OF 6". ALL DRIVEWAYS MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE.

2.5-1" CRUSHED ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND MINIMUM DEPTH

13. A CRUSHED STONE WHEEL CLEANING TRACKING-PAD IS TO BE INSTALLED AT ALL SITE EXISTS USING

12. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND APPROVAL.

STANDARDS FOR TOPSOILING AND LAND GRADING, LAST REVISED DECEMBER 2017.

TO RE-SEEDING, SODDING, OR PLANTING. A DEPTH OF 5 INCHES (UNSETTLED) IS REQUIRED, AS PER THE

11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR

BASIN.

CLEAN ROADS UNLESS THE RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND FUNCTIONING SEDIMENT

10. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN HOSE TO

COVER PROHIBITS THE PROPER APPLICATION OF SEED, MULCH, FERTILIZER OR HYDROSEED.

MEASURES. A PERFORMANCE DEPOSIT MAY BE POSTED WITH THE DISTRICT WHEN WINTER WEATHER OR SNOW

TO REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON COMPLETION OF THE RESTABILIZATION

MUNICIPALITY, NJ-DCA OR ANY OTHER CONTROLLING AGENCY. CONTACT THE DISTRICT AT 862-333-4505

THE CERTIFICATE OF OCCUPANCY OR TEMPORARY CERTIFICATE OF OCCUPANCY FROM THE RESPECTIVE

9. THE APPLICANT MUST OBTAIN A DISTRICT ISSUED REPORT-OF-COMPLIANCE PRIOR TO APPLYING FOR

EMAIL- INFORMATION@HEPSCD.ORG.

48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES. FAX - (862)333-4507 OR

8. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST

BY THE CONTRACTOR. ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY.

7. ALL EROSION CONTROL DEVICES…