PLAN Amend 2.pdf

PDF 10 MB Posted May 3, 2010

Attached to: RECOVERY--Y--PROJECT NUMBER 12329, Raritan River Basin, Green Brook Sub-Basin, NJ Green Brook Flood Damage Reduction Project Railroad Closure Structure and Diversion Culvert Pipes, Borough of Bound Brook, New Jersey
Solicitation number: W912DS-10-B-0005
Issued by: Department of the Army Corps of Engineers Engineering District New York

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From the source

Amendment 0002 Plans

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Other files

File	Type	Posted
GreenBrookBidAbstract.pdf	PDF	May 13, 2010
W912DS-10-B-0005 Amendment 0003.pdf	PDF	May 7, 2010
Amend 3 Plans.pdf	PDF	May 7, 2010
W912DS-10-B-0005 amendment 0002.pdf	PDF	May 3, 2010
Plans_Amend 1.pdf	PDF	Apr 23, 2010
W912DS-10-B-0005 Amendment 0001.pdf	PDF	Apr 16, 2010
FINALSUBMISSIONplans.pdf	PDF	Mar 18, 2010
FinalSpecs005.pdf	PDF	Mar 18, 2010
W912DS-10-B-0005.pdf	PDF	Mar 18, 2010

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C-401

SCALE: 1"=120’

120 60 0 120 240

N 630000

N 629000

N 628000

N 630000

N 629000

N 628000

SEGMENT R2

SHEET CE-102

Jack M. Ciattarelli

Patricia L. Walsh

SOMERSET COUNTY 2008

BOARD OF CHOSEN FREEHOLDERS

Peter S. Palmer, Director

Rick Fontana, Deputy Director

Robert Zaborowski

LIMIT OF CONTRACT

CABLE

UTILITY MARKOUT

ELECTRIC

GAS

TELEPHONE

WATER

GARDEN STATE UNDERGROUND PLANT

LOCATION SERVICE 1-800-272-1000

VERIZON-NEW JERSEY, INC.

445 GEORGES RD. 2ND FLOOR

NORTH BRUNSWICK, NJ 08902

CHRIS OGRODNIK (732) 418-5601

FIBER OPTIC CABLE

TOM MILLER, SUPERINTENDENT

(732) 356-0833

PUBLIC SERVICE ELECTRIC & GAS COMPANY

474 WESTON CANAL ROAD

SOMERSET, NJ 08873

JONATHAN HALLENBACK, ELECTRIC DISTRIBUTION

(732) 764-3243

NEON (RCN METRO)

2200 WEST PARK DRIVE

WESTBOROUGH, MA 01580

STEVE LEE (617)285-9787

ABOVE NET

1118 8th. AVENUE 12th. FLOOR

NEW YORK, NY 10011

RICHARD KIKER (917) 939-2539

CABLEVISION

275 CENTENNIAL AVE., CN 6805

PISCATAWAY, NJ 08854

HOLLIS ORDERSON (732) 681-8222 (EXT. 3226)

PUBLIC SERVICE ELECTRIC & GAS COMPANY

WILLIAM MONTAGUE

80 PARK PLACE

NEWARK, NJ 07102

GAS DISTRIBUTION (973) 430-7063

NEW JERSEY AMERICAN WATER

(ELIZABETHTOWN WATER COMPANY)

120 RAIDER BLVD.

HILLSBOROUGH, NJ 08844

ROBERT GENITO (908) 431-3257

BOUND BROOK BOROUGH ENGINEER

T & M ASSOCIATES

11 TINDALL ROAD

MIDDLETOWN, NJ 07748

ROBERT KEADY, ENGINEER

(732) 671-6400

BOROUGH DEPARTMENT OF PUBLIC

PAVEMENT CONSTRUCTION (BASE BID)

PAVEMENT CONSTRUCTION (BID OPTION 1)

PAVEMENT CONSTRUCTION (BID OPTION 3)

LEGEND FOR PAVEMENT OPTIONS

WOOD

PIER

SHED

RIM

38.65

CONC.

UNPAVED DRIVE

21.0

21.2

25.5

24.5

24.1

23.9

24.0

25.2

25.0

24.8

24.7

24.2

24.3

12"14"

14"

5" 20"

16"

3 @ 12"

14"&8"

TRAV 12

TRAIL

GRASS

21"

TRANSMISSION

TOWER

TRAV 13

TRAV 14

UNPAVED DRIVE

MONIT.

WELL

MONIT.

WELL

8 7 6 5 4 3 2 0

Sheet reference number:

8 7 6 5 4 3 2 01910

Sheet of

BELL TEL MH

PLAN

-100 70

EXISTING 36" W

TOP EL. 25.26

TO REMAIN IN PLACE

EXISTING GRADE

EXPOSED SIDE PROTECTED SIDE

EL. 45.20

10’-0"

4039a 41a 41b

SECTION A-A

LEGEND

11 USACE ITEM NUMBER

GEOTEXTILE

11 STONE RIPRAP

2.5’ THICK

d50 = 15"

STONE RIPRAP

2.5’ THICK

d50 = 15"

STONE RIPRAP

2.5’ THICK

d50 = 15"

RAILROAD CLOSURE STRUCTURE SWING GATE

(OPEN POSITION)

NORTH RETAINING WALL

SOUTH RETAINING WALL

PROPOSED ACCESS ROAD NO. 1

PROPOSED ACCESS ROAD NO. 2

11’X11’ CONCRETE PAD

FOR STORAGE SHED

SLOPE PROTECTION AT RAILROAD CLOSURE STRUCTURE

NOTE:

FOR RETAINING WALL SECTIONS AND PROFILE, SEE SHEETS C-303 AND S-451.

LIMIT OF

NEW PAVMENT

48" RCCP FROM

TALMAGE AVENUE

CONTRACT

30" RCCP FROM

TALMAGE AVENUE

CONTRACT

EXISTING LEVEE FROM

TALMAGE AVENUE

CONTRACT

NEW JERSEY TRANSIT

TOP RAIL

LINE POSTS TO BE EQUALLY SPACED

TIE WIRES

LINE POST

CHAIN-LINK FABRIC

(9 GAGE, 2" MESH)

10’-0" MAXIMUM 10’-0" MAXIMUM

CORNER, END,

OR PULL POST

TIE WIRES

LINE POST

TENSION

WIRE

GRADE

HOG RINGS (TYP.)

BOTTOM

OF FABRIC

CONCRETE

Not to Scale

CHAIN LINK FENCE FASTENING DETAILS

EL. 27.40%%p

EL. 25.90%%p

LIMIT OF CONTRACTOR’S

WORKING AREA

NORTH MONOLITH G1

SOUTH MONOLITH G3

REMOVABLE LOCKING COLUMN

STORAGE COLUMN

EXISTING SLUICE

GATE CHAMBER

END OR GATE POST DETAIL

TENSION BAND (15" O.C. MAX

AND WITHIN 4" FROM TOP

AND BOTTOM OF FABRIC)

FABRIC

TENSION BAR TO

ENGAGE EACH FABRIC

LINK

TENSION BAR

CARRIAGE BOLTROUND POST

LINE POST ATTACHMENTS

TIE WIRE (15" O.C.

MAX. AND WITHIN

4" FROM TOP AND

BOTTOM OF FABRIC)

TENSION WIRE

TENSION BAND DETAIL

TOP RAIL ATTACHMENT

FABRIC

9-GAGE TIE WIRES

(2’-0" O.C. MAX.)

SLEEVE DETAIL

3" POST

GROUT

3 1/2"

SLEEVE

VARIES

ACCESS GATE

NO. 4

PROPOSED ACCESS

ROAD NO. 3

Sheet reference number:

8 7 6 5 4 3 2 01910

Sheet of

POST

GRASS

NOT FOUND

AS PER AS-BUILT 12/76

INV. 26.57

TO DITCH

R = 50.00’

L = 38.17’

POST

METAL

POSTS

METAL

POSTS

RR SIGNAL

B-101

LEGEND

23’-1"

50’-4"

0 10 5 10 20

SCALE: 1"=10’

Sheet reference number:

8 7 6 5 4 3 2 01910

Sheet of 110

LP-101

23’-1" 50’-4"

0 40

SCALE: 1"=20’

20 10 20

NOTES:

1. CONTRACTOR SHALL IDENTIFY, FLAG AND PROTECT ALL TREES WITHIN

THE PROJECT LIMITS 6" DIA. OR LARGER TO THE EXTENT PRACTICAL, AND

AS DIRECTED BY THE CONTRACTING OFFICER.

2. SEE SHEET LP-001 FOR TREE PROTECTION DETAIL.

Sheet reference number:

8 7 6 5 4 3 2 01910

0 30 15 30 0 3 3 6

VERT. SCALE: 1"=3’ HOR. SCALE: 1"=30’

1.5 60

C-102

0 30 15 30 60

CE-101

SCALE: 1"=30’

C-402

ML-2 DIVERSION PIPE

AND OUTLET PART OF

TALMAGE AVENUE

BRIDGE CONTRACT

SEGMENT R2 LEVEE

AND DRAINAGE DITCH

PART OF R2 LEVEE CONTRACT

Sheet reference number:

8 7 6 5 4 3 2 01910

Sheet of

PSE&G

POST

GRASS

CONC.

WING WALL

STONE

ABUTMENT

NOT FOUND

AS PER AS-BUILT 12/76

INV. 26.57

TO DITCH

GRAVEL

BORING GB17

LOT 1 & 22

LOT 21

LOT 20

BLOCK 15

LOT 18 & 19

LOT 17

LOT 1

BLOCK 1

LOT 1

BLOCK 3

R = 50.00’

L = 38.17’

TEST HOLE 1B

PILE

POST

METAL

POSTS

METAL

POSTS

RUINS

AG POOL

PATIO

PILE

15"

SHED

14"

PATIO

WOOD

UP#

61205BB

CONC.

SLAB

14"

14" 12"

GRASS

19"

29"

2 @ 10"

GRASS

14"

13"

20" 18"

10"

UP#

61206BB

INV

30.20

12" METAL

CONC.

BASE

GRAVEL

INV

30.50

STORAGE

2 @ 14" 17"

GRASS

GARDEN

CONC.

RR SIGNAL

Of=60,61

SHED

2 STY.

FR.

CONC.

ABUTMENT

31.86

33.21

32.41

31.78

34.55

34.74

34.16

34.03

34.31

2 STY.

FR.

#338

WOOD

STEPS

35.20

35.17

35.44

WOOD

PIER

UP NO #

GRAVEL

GR. 33.48

INLET

ASPHALT

GRAVEL

BORING NB3

BORING NB1

LOT 1.01

BLOCK 3

LOT 9

BLOCK 1

LOT 2

BLOCK 1

LOT 3

BLOCK 345

LOT 1

BLOCK 3

LOT 8

BORING NB2

BORING GB02-16

DECK

WOOD

CURB

ASPHALT

14"

UP#

61204BB

GRASS

14"

2 @ 23"

12"

13"

GRASS

STEPS

WVGV

18"

27" 10"

2 STY.

FR.

2 STY.

FR.

2 STY.

FR.

2 STY.

FR.

2 STY.

FR.

1 STY.

FR.

SHED

PLAYHOUSE

14"

GRAVEL

24"

15"

20"

18"

30"

24"

RIM 32.66

RIM 32.74

GR. 32.27

INLET

GRAVEL

ASPHALT

GRAVEL

METAL SHEDS

34.50

30 TREE

30 TREE30 TREE

33.56

24 TREE

24 TREE24 TREE

33.27

COR GVL

COR GVLCOR GVL

32.96

GVL DR

GVL DRGVL DR

33.67

GVL DR

GVL DRGVL DR

33.50

DCDC

33.03

DCDC

33.58

DCDC

33.81

DCDC

33.68

DCDC

33.90

DCDC

33.34

DCDC

33.80

DCDC

33.73

EOP

EOPEOP

33.99

EOP

EOPEOP

33.45

EOP

EOPEOP

34.08

1 SMC 418-420

1 SMC 418-4201 SMC 418-420

34.11

1 SMC 418-420

1 SMC 418-4201 SMC 418-420

32.95

DCDC

33.45

TCTC

32.97

BCBC

33.64

TCTC

33.10

BCBC

32.90

DCDC

32.49

DCDC

33.05

DCDC

33.01

DCDC

32.41

DCDC

32.85

DCDC

33.72

END 4 WF

END 4 WFEND 4 WF

33.76

2 SFD 404-406

2 SFD 404-4062 SFD 404-406

33.75

TCTC

33.27

BCBC

33.20

DCDC

33.33

DCDC

32.74

DCDC

33.20

DCDC

33.29

CL GVL DR

CL GVL DRCL GVL DR

33.89

2 SFD 410

2 SFD 4102 SFD 410

33.84

2 SFD 410

2 SFD 4102 SFD 410

33.31

61378 BB

61378 BB61378 BB

33.85

TCTC

33.42

BCBC

33.84

ICIC

33.60

BCBC

33.58

CL 12 GVL DR

CL 12 GVL DRCL 12 GVL DR

33.37

DCDC

32.94

DCDC

33.44

DCDC

33.53

DCDC

32.97

DCDC

33.41

DCDC

33.65

END TRE LINE

END TRE LINEEND TRE LINE

33.35

BCBC

33.86

TCTC

33.11

BDC

BDCBDC

33.27

PVMT

PVMTPVMT

32.98

TCTC

32.58

BCBC

33.02

PVMT

PVMTPVMT

32.98

PVMT

PVMTPVMT

32.43

BDC

BDCBDC

33.91

15 TREE

15 TREE15 TREE

34.39

20 TREE

20 TREE20 TREE

34.18

18 TREE

18 TREE18 TREE

32.78

15 TREE

15 TREE15 TREE

32.77

OVRHNG

OVRHNGOVRHNG

32.71

OVRHNG

OVRHNGOVRHNG

33.62

DECK

DECKDECK

32.05

GND

GNDGND

32.78

SHED

SHEDSHED

32.73

SHED

SHEDSHED

32.99

SHED

SHEDSHED

34.70

BLG

BLGBLG

34.52

2.5ST FD

2.5ST FD2.5ST FD

34.22

2.5ST FD

2.5ST FD2.5ST FD

32.65

CL MAC DRV

CL MAC DRVCL MAC DRV

32.61

FC 6 STOCK

FC 6 STOCKFC 6 STOCK32.90

ANG 6 STOCK

ANG 6 STOCKANG 6 STOCK

34.14

END 8 STOCK

END 8 STOCKEND 8 STOCK

33.81

FC 8 STOCK

FC 8 STOCKFC 8 STOCK

33.87

8 STOCK

8 STOCK8 STOCK

35.32

GND

GNDGND

34.89

GND

GNDGND

31.27

GND

GNDGND

32.76

SWALE

SWALESWALE

33.01

SWALE

SWALESWALE

33.79

HDG ROW

HDG ROWHDG ROW

33.94

BLD COR

BLD CORBLD COR

33.97

2 ST FD

2 ST FD2 ST FD33.83

BLDG CORN

BLDG CORNBLDG CORN

33.83

BLDG CORN

BLDG CORNBLDG CORN

33.83

BLDG CORN

BLDG CORNBLDG CORN

33.86

GVL PK LOT

GVL PK LOTGVL PK LOT

33.88

GVL PK LOT

GVL PK LOTGVL PK LOT

33.15

GVL PK LOT

GVL PK LOTGVL PK LOT

32.15

GVL PK LOT

GVL PK LOTGVL PK LOT

32.46

GND

GNDGND

32.56

PLY HSF

PLY HSFPLY HSF

32.57

PLY HSF

PLY HSFPLY HSF

33.20

FL 6 STOCK

FL 6 STOCKFL 6 STOCK

33.27

DECK

DECKDECK 33.37

BLDG CORN 2ST FD

BLDG CORN 2ST FDBLDG CORN 2ST FD

36.24

GND

GNDGND

35.65

GND

GNDGND

32.96

FC 6 STOCK

FC 6 STOCKFC 6 STOCK

34.45

BLDG CORN

BLDG CORNBLDG CORN

34.60

BLDG CORN

BLDG CORNBLDG CORN

34.17

DECK

DECKDECK

34.29

FC 6 STOCK

FC 6 STOCKFC 6 STOCK

33.86

FC 6 STOCK

FC 6 STOCKFC 6 STOCK

33.47

FC 6 STOCK

FC 6 STOCKFC 6 STOCK

33.13

GND

GNDGND

35.20

GND

GNDGND

36.83

GND

GNDGND

37.24

RL 2

RL 2RL 2

36.96

RAIL 1

RAIL 1RAIL 1

37.24

RAIL 1

RAIL 1RAIL 1

SAN MH

BORING GB??

BORING GB2

GR. 32.62

INLET

GR. 32.40

INLET

GR. 33.40

INLET

GR. 33.60

INLET

INV. 27.55

MH RIM 33.94

RIM 33.99

BELL TEL MH

GRAVEL

34.71

BDC

BDCBDC

35.31

GVL LOT

GVL LOTGVL LOT

35.36

GVL LOT

GVL LOTGVL LOT

35.25

GVL LOT

GVL LOTGVL LOT

35.19

GVL LOT

GVL LOTGVL LOT

35.41

HEDGE

HEDGEHEDGE

34.99

CL 3 SW

CL 3 SWCL 3 SW

34.87

PORCH

PORCHPORCH

35.14

2.5 SFD 431

2.5 SFD 4312.5 SFD 431

35.13

2.5 SFD 431

2.5 SFD 4312.5 SFD 431

35.15

CL 10 GVL DR

CL 10 GVL DRCL 10 GVL DR

35.01

BT MH

BT MHBT MH

34.98

BT MH

BT MHBT MH

34.79

NOP PKING

NOP PKINGNOP PKING

34.76

HEDGE

HEDGEHEDGE

34.94

B 4 SW

B 4 SWB 4 SW

35.29

35 MPH

35 MPH35 MPH

35.27

PORCH

PORCHPORCH

35.38

BSW

BSWBSW

35.26

TCTC

34.80

BCBC

35.03

PVMT

PVMTPVMT

34.67

TCTC

34.24

BCBC

34.86

PVMT

PVMTPVMT

34.32

BCBC

34.80

TCTC

34.42

TCTC

33.97

BCBC

34.11

DCDC

34.60

DCDC

34.59

DCDC

34.69

DCDC

34.13

DCDC

34.59

DCDC

34.66

61381 BB

61381 BB61381 BB

34.89

BSW

BSWBSW

34.90

GVL LOT

GVL LOTGVL LOT

34.23

61380 BB

61380 BB61380 BB

33.94

MHMH

33.99

MHMH

33.87

WVWV

33.40

B INLET

B INLETB INLET33.77

BT MH

BT MHBT MH

33.84

BT MH

BT MHBT MH

34.55

BT MH

BT MHBT MH

34.06

ST SIN

ST SINST SIN

34.21

TCTC

33.68

BCBC

34.21

DCDC

33.82

PVMT

PVMTPVMT

34.09

STOP SIN

STOP SINSTOP SIN

34.22

TCTC

33.86

BCBC

33.69

BCBC

34.26

TCTC

34.25

TCTC

33.65

DCDC

34.37

DCDC

34.19

DCDC

33.64

DCDC

33.65

DCDC34.16

DCDC

34.41

BSW

BSWBSW

34.45

BSW

BSWBSW

34.96

HEDGE ROW

HEDGE ROWHEDGE ROW34.72

B 4 SW

B 4 SWB 4 SW

34.34

TCTC

33.96

BCBC

34.35

PVMT

PVMTPVMT

33.78

BCBC

34.25

TCTC

34.65

B 4 SW

B 4 SWB 4 SW

34.24

FC 4 CL

FC 4 CLFC 4 CL 33.72

NO PKING SIN

NO PKING SINNO PKING SIN 33.63

DCDC34.18

CL 5 SW

CL 5 SWCL 5 SW

34.97

PORCH

PORCHPORCH

35.09

2 SFD 417

2 SFD 4172 SFD 417

34.60

2 SFD 417

2 SFD 4172 SFD 417

34.61

2 SBD 415

2 SBD 4152 SBD 415

34.24

2 SBD 415

2 SBD 4152 SBD 415

33.56

EOP

EOPEOP

33.49

CORN CONC

CORN CONCCORN CONC

34.49

PORCH

PORCHPORCH

34.50

2 SMD 411

2 SMD 4112 SMD 411

34.59

2 SMD 411

2 SMD 4112 SMD 411

34.40

END 5 CL

END 5 CLEND 5 CL

33.40

BSW

BSWBSW

34.49

2 SFD 405

2 SFD 4052 SFD 405

34.67

2 SFD 405

2 SFD 4052 SFD 405

33.24

CL 2 SW

CL 2 SWCL 2 SW

32.54

DCDC

32.96

DCDC

33.24

DCDC

33.00

DCDC

32.85

DCDC

32.46

DCDC

33.46

END 4 CL

END 4 CLEND 4 CL

33.22

CL 12 GVL DR

CL 12 GVL DRCL 12 GVL DR

32.62

A INLET

A INLETA INLET

32.74

WVWV

33.05

CL 3 SW

CL 3 SWCL 3 SW

33.94

CL 3 SW

CL 3 SWCL 3 SW

34.11

GND

GNDGND

33.05

CL 10 GVL DR

CL 10 GVL DRCL 10 GVL DR

34.64

CL 10 GVL DR

CL 10 GVL DRCL 10 GVL DR

35.09

2 SFD 403

2 SFD 4032 SFD 403

34.66

2 SFD 403

2 SFD 4032 SFD 403

33.31

ST SIN

ST SINST SIN

33.50

STOP SIN

STOP SINSTOP SIN

33.13

TCTC

32.56

BCBC

33.11

TCTC

32.40

BCBC

33.14

DCDC

32.61

DCDC

32.55

DCDC

33.01

DCDC

33.27

BSW

BSWBSW

33.82

FC 4 CL

FC 4 CLFC 4 CL

33.42

F 4 SW

F 4 SWF 4 SW

33.08

TCTC

32.61

BCBC

33.93

TCTC

33.43

BCBC

33.76

PVMT

PVMTPVMT

33.46

PVMT

PVMTPVMT

33.00

BDC

BDCBDC

33.31

TCTC

32.73

BCBC

32.94

TCTC

32.58

BCBC

33.23

IB 8-2

IB 8-2IB 8-2

W W

MARKER

UP#

UP NO #

61206BB

UP#

61205BB

UP#

INV. 27.55

RIM 33.94

RIM 33.99

C-104

49’-6"

45’-4"

23’-1"

50’-4"

0 10 5 10 20

SCALE: 1"=10’

Sheet reference number:

8 7 6 5 4 3 2 01910

0PLAN 10 5 10 20

I-WALL

HOR. SCALE: 1"=10’ C-106

GATE MONOLITH G2

(SEE NOTE 4)

SWING GATE (L)

SWING GATE (R)

C/L FUTURE

TRACKS

TOP OF HINGE

COL. EL. 52.6 (TYP.)

I-WALL

SWING GATE

STORAGE COL.

SWING GATE

(OPEN POSITION)

SWING GATE

STORAGE COL.

18’-0"

TOP OF WALL

EL. 45.2 (TYP.)

C/L EXIST. NJTA

NORTH TRACK

C/L EXIST. NJTA

SOUTH TRACK

REMOVABLE LOCKING

COLUMN

REMOVE UTILITY POLE

STORAGE

SHED

18’-0"13’-0"18’-0"

75’-0"

Sheet reference number:

8 7 6 5 4 3 2 01910

CE-102

SCALE: 1"=20’

020 10 20 40

NOTES:

1. FOR SOIL EROSION & SEDIMENT CONTROL DETAILS &

NOTES, SEE SHEETS CE-501 & CE-001.

2. FOR DIVERSION PIPE NO. 1 AND 2 SOIL EROSION AND

SEDIMENT CONTROL PLANS, SEE SHEETS CE-101 AND

CE-103.

Sheet reference number:

8 7 6 5 4 3 2 01910

Sheet of

38.4

25.4

POST

GRASS

UP#

26.37

24.33 26.48

25.01

25.41

CONC.

WING WALL

STONE

ABUTMENT

24.33

ABUTMENT

NOT FOUND

35.71 35.42

34.74

35.11

34.1

AS PER AS-BUILT 12/76

INV. 26.57

TO DITCH

POLE

GRAVEL

W W W

W W

BORING GB17

34.80 34.84

35.20

LOT 1

BLOCK 1

LOT 1

BLOCK 3

R = 50.00’

L = 38.17’

32.0

32.8

31.2

31.7

33.3

33.8

34.3

31.8

33.1

34.0

33.9

34.2

34.4

31.6

31.2

31.8

33.0

33.5

33.9

34.4

33.4

34.2

30.8

33.2

30.4

34.734.4

34.3

33.6

33.5

34.0

34.3

33.6

34.2

34.6

34.3

34.4

33.4

33.8

34.5

33.0

32.3

32.9

32.1

32.5

34.1

34.5 33.5

34.8

31.6

31.4 31.5

32.4

31.4 30.8

30.4

30.5

29.6

29.5

29.7

32.0

31.3

32.0 32.4

30.0

29.8

30.1

34.5

TEST HOLE 1B

PILE

38.6

PILE

28.9

28.3

27.3

33.2

27.9

28.4

29.8

28.9

28.8

28.5

25.5 24.6

POST

METAL

POSTS

METAL

POSTS

31.0

30.9

38.238.4

38.6

39.0

38.7 38.6

38.4

38.1

38.6 38.0

37.7 37.3

33.2 33.8

33.2 34.8

27.9

28.2

28.5 28.5

27.8

27.1

27.8

26.9

26.7

PILE 31.4

33.5

31.9

27.9

30.4

26.7

26.9

26.0

26.4

31.0

14"

20" 18"

10"

CONC.

BASE

STORAGE

2 @ 14" 17"

GRASS

GARDEN

CONC.

RR SIGNAL

Of=60,61

SHED

27.58

26.35

24.89

CONC.

ABUTMENT

31.86

33.21

32.41

31.78

34.55

34.74

34.16

34.03

34.31

2 STY.

FR.

#338

WOOD

STEPS

WOOD

PIER

35.2

34.9

33.5

35.2

GRAVEL

BORING NB3

BORING NB1

27.9

27.8

27.4

28.1

27.7

27.6

27.4

LOT 1.01

BLOCK 3

LOT 9

BLOCK 1

LOT 2

BLOCK 1

LOT 3

BLOCK 345

LOT 1

BORING NB2

BORING GB02-16

34.0 35.3

37.0

38.0

37.1

38.0

37.2 37.1

30.0

29.7

30.3

29.6

29.5 29.2

29.3

29.6

28.5

37.1 37.1 36.8

29.229.629.7

29.730.4

31.0

30.4

36.9 36.9

36.7 36.3

36.7

38.1 38.2 38.2 38.2

38.1

38.0 38.2 38.2 38.4 38.1

32.5 34.3

36.7

38.6 38.5

36.8

34.7

35.1

34.9

35.3

35.03

BELL TEL MH

GRAVEL

34.71

BDC

BDCBDC

35.31

GVL LOT

GVL LOTGVL LOT

35.36

GVL LOT

GVL LOTGVL LOT

35.25

GVL LOT

GVL LOTGVL LOT

35.19

GVL LOT

GVL LOTGVL LOT

35.41

HEDGE

HEDGEHEDGE

34.99

CL 3 SW

CL 3 SWCL 3 SW

34.87

PORCH

PORCHPORCH

35.14

2.5 SFD 431

2.5 SFD 4312.5 SFD 431

35.13

2.5 SFD 431

2.5 SFD 4312.5 SFD 431

35.15

CL 10 GVL DR

CL 10 GVL DRCL 10 GVL DR

35.01

BT MH

BT MHBT MH

34.98

BT MH

BT MHBT MH

35.29

35 MPH

35 MPH35 MPH

35.27

PORCH

PORCHPORCH

35.38

BSW

BSWBSW

35.26

TCTC

34.80

BCBC

35.03

PVMT

PVMTPVMT

34.86

PVMT

PVMTPVMT

34.66

61381 BB

61381 BB61381 BB

34.89

BSW

BSWBSW

W W

MARKER

UP#

PSE&G

EXISTING CENTRAL

RAILROAD OF N.J.

HOR. SCALE: 1"=30’

30 15 30 60 0

VERT. SCALE: 1"=3’

3 3 6

INV. EL. 27.20

ACCESS

GATE

0.00%

K = 7.97

A.D. = -5.02

PVI ELEV = 45.20

PVI STA = 1+16.59

K = 7.97

A.D. = 5.02

PVI ELEV = 38.00

PVI STA = 2+60

K = 16.13

A.D. = -3.10

PVI ELEV = 38.00

PVI STA = 3+35

0.00%

HIGH POINT ELEV = 45.20

HIGH POINT STA = 0+96.59

1.5

EXISTING GRADE

FROM TALMAGE AVE.

30" RCCP

K = 2.12

A.D. = -9.43

PVI ELEV = 45.20

PVI STA = 0+36

K = 2.12

A.D. = 9.43

PVI ELEV = 38.60

PVI STA = 1+06

0.00%

K = 1.37

A.D. = -7.30

PVI ELEV = 44.93

PVI STA = -1+24.93

K = 3.08

A.D. = 6.50

PVI ELEV = 38.98

PVI STA = -0+54.94

40.00’ VC’

50.00’ VC’

HIGH POINT ELEV = 45.20

HIGH POINT STA = -1+52.29

10.00’ VC’

20.00’ VC’

C-201

PROP. WALL

20.00’ VC’

HIGH POINT ELEV = 45.20

HIGH POINT STA = 0+26

LOW POINT ELEV = 38.60

LOW POINT STA = 1+16

EXISTING GRADE

PROP. GUIDE RAIL

15" DIA. STORM

DIV. PIPE NO. 1

36" DIA. STEEL STORM

DIV. PIPE NO. 2

53"X83" HERCP STORM

PROP. CHAIN

LINK FENCE

PROP. GUIDE RAIL

0+00 1+00 2+00

ACCESS ROAD NO. 3 PROFILE

K = 3.14

K = 2.35

A.D. = 12.76

A.D. = -12.76

EXISTING GRADE

40.00’ VC’

30.00’ VC’

2APPROXIMATE ELEVATION

OF EXISTING LEVEE

Sheet reference number:

8 7 6 5 4 3 2 01910

C-303

0 10 5 10 20

HOR. SCALE: 1"=10’

0 5 5 10 2.5

VERT. SCALE: 1"=5’

T.O.W. EL. 41.00

PROPOSED

ACCESS ROAD

(100’ WIDE R.O.W.)

PROPOSED

ACCESS ROAD

T.O.W. EL. 45.20

(100’ WIDE R.O.W.)

T.O.W. EL. 45.20

T.O.W. EL. 43.2

(100’ WIDE R.O.W.)

PROPOSED

LEVEE

(100’ WIDE R.O.W.)

T.O.W. EL. 43.50

T.O.W. EL. 45.20

EXISTING

36" WATER

EXISTING

36" WATER

EXISTING GRADE

PROPOSED GRADE

T.O.W.

EL. 34.40

PROPOSED R-2 LEVEE

PROPOSED

R-2 LEVEE

VEHICLE

TURN AROUND

C L

F U

T U

R E

T R

A C

C L

F U

T U

R E

T R

A C

C L

F U

T U

R E

T R

A C

C L

F U

T U

R E

T R

A C

C L

F U

T U

R E

T R

A C

C L

F U

T U

R E

T R

A C

C L

F U

T U

R E

T R

A C

C L

F U

T U

R E

T R

A C

C L

F U

T U

R E

T R

A C

TOP OF LEVEE

PROPOSED GRADE

(100’ WIDE R.O.W.)

T.O.W. EL. 41.58

T.O.W. EL. 44.60

EXISTING GRADE

PROPOSED GRADE

VEHICLE

TURN AROUND

PROPOSED

ACCESS ROAD

PROPOSED

ACCESS ROAD

*APPROXIMATE DEPTH OF CONDUIT. ACTUAL LOCATION

TO BE DETERMINED PRIOR TO CONSTRUCTION.

B U ls h a f e r

O M o a w a d

R A

O A

D C

L O

S U

R E

S T

R U

C T

U R

S O

L D

E R

E T

W A

L L

S E

C T

SOUTH RETAINING WALL SECT. AT STA. 1+00

INLET 1

RIM EL. 37.1

INV. 28.00

SOUTH RETAINING WALL SECT. AT STA. 1+70

SOUTH RETAINING WALL SECT. AT STA. 2+35

SOUTH RETAINING WALL SECT. AT STA. 2+50

SOUTH RETAINING WALL SECT. AT STA. 2+80

NORTH RETAINING WALL SECT. AT STA. 0+50

NORTH RETAINING WALL SECT. AT STA. 1+00

NORTH RETAINING WALL SECT. AT STA. 1+15

NORTH RETAINING WALL SECT. AT STA. 1+50

NORTH RETAINING WALL SECT. AT STA. 1+90

SOLDIER PILE

HP12X63

SOLDIER PILE

HP12X63

SOLDIER PILE

HP12X63

SOLDIER PILE

HP12X63

SOLDIER PILE

HP12X63

SOLDIER PILE

HP12X63

SOLDIER PILE

HP12X63

4039a 41a 41b

30" RCP (TALMAGE

AVENUE CONTRACT)

48" STEEL (TALMAGE

AVENUE CONTRACT)

30" RCP (TALMAGE

AVENUE CONTRACT)

30" RCP (TALMAGE

AVENUE CONTRACT)

30" RCP (TALMAGE

AVENUE CONTRACT)

30" RCP (TALMAGE

AVENUE CONTRACT)

20 20

PROPOSED

GRADE

DEPTH IS GREATER

THAN 4’-0", STEPS

REQUIRED FOR ACCESS

BALLAST (TYP.)

0+00 0+40-0+40

0+00-0+40-0+60 0+40

0+00

0+00 0+40-0+40

-0+40 0+40

0+40

0+400+00-0+40

0+00-0+40

0+400+00-0+40-0+60

0+40

0+400+00-0+40

0+00-0+40

0+400+00-0+40

HINGE COLUMN

CHAIN LINK

FENCE (TYP.)

T.O.W.

EL. 45.20

CHAIN LINK

FENCE (TYP.)

HINGE COLUMN

NJT SIGNAL &

COMMUNICATION

NJT SIGNAL &

COMMUNICATION

NJT SIGNAL &

COMMUNICATION

NJT SIGNAL &

COMMUNICATION

T.O. CONC. EL. 39.48’

I-WALL

FIBER OPTIC

CONDUIT

FIBER OPTIC

CONDUIT

FIBER OPTIC

CONDUIT

FIBER OPTIC

CONDUIT

PROP. GUIDE RAIL

T.O. CONC. EL. 39.48’

FES NO. 1

INV. EL. 27.30

67 LF15" O RCP

42 LF15" O RCP

EXIST. MH

RIM EL. 34.90

INV. EL. 29.10 (IN)

PROP 15" DIA. RCP

INV. EL. 28.83 (IN 18")

INV. EL. 27.83 (IN 30")

INV. EL. 27.73 (OUT 30")

39a

41a

41b

5 EXCAVATION, COMMON

EXCAVATION, STRIPPING

COMPACTED EMBANKMENT MATERIAL

5" TOPSOIL & SEEDING

SUBBASE

BITUMINOUS STABILIZED BASE COURSE MIX I-2

BITUMINOUS CONCRETE SURFACE COURSE MIX I-5

BITUMINOUS CONCRETE BINDER COURSE MIX I-3

9 CONCRETE

USACE ITEM NUMBER

60 ANTI-GRAFFITI PROTECTIVE COATING

LEGEND:

INLET 2

RIM EL. 37.70

INV. 29.60

NEW JERSEY TRANSIT RAILROAD

(100’ WIDE R.O.W.)

NEW JERSEY TRANSIT RAILROAD

T.O.W. EL. 40.80

EXISTING GRADE

PROPOSED GRADE

PROPOSED

ACCESS ROAD

NORTH RETAINING WALL SECT. AT STA. 2+00

SOLDIER PILE

HP12X63

4039a 41a 41b

30" RCP (TALMAGE

AVENUE CONTRACT)

BALLAST (TYP.)

0+400+00-0+40

NEW JERSEY TRANSIT RAILROAD

NOTES:

1. FOR RETAINING WALL STATIONING, SEE SHEET C-104.

2. FOR RETAINING WALL PROFILE AND SOLDIER PILE DEPTH,

SEE SHEET S-451.

3. INSTALL BALLAST ADJACENT TO EXISTING RAILROAD

EMBANKMENT UP TO PROPOSED RETAINING WALL.

APPROXIMATE ELEVATION

OF EXISTING LEVEE

APPROXIMATE ELEVATION

OF EXISTING LEVEE

APPROXIMATE ELEVATION

OF EXISTING LEVEE

A M

E N

D M

E N

T N

E L

A T

E G

E O

T U

B E

S A

N D

A D

D E

E X

L E

V E

E E

L .0 p

S u b m i t t e d b y

P l o t D a t e

A R

M Y

E N

E E

R D

O R

P S

O F

E N

G I N

E E

E W

Y O

R K

E W

Y O

D s ig n e d b y

C k d b iz e

R e v ra w in g f il e n o v ie w e d b

Sheet reference number:

8 7 6 5 4 3 2 01910

C o n s u l t i n g

E n g i n e e r s

D e sc ri p ti o n

D a te

S y m b o l

A p p r.

T E

W i l l o w b r o o k B l v d W a y n e N

N .J

E R

T E

O F

A U

T H

O R

T O

D w n b u b m it te d b a te ra w in g c o d il e n a m e

B \C

A D

D \D

R S

E \S

U B

N S

A L

-S U

B M

\A M

E N

D M

E N

T -2

\0 -S

G A

T E

-C -3

-R

W A

L L

-S E

C S

.d g n

F I L

E N

A M

O n s y

M o a w a d

B \C

A D

D \D

R S

E \S

U B

N S

A L

-S U

B M

\A M

E N

D M

E N

T -2

-S

G A

T E

-C -3

-R W

A L

L -S

E C

S .d g n

D A

T E

Sheet of

G R

E E

N B

R O

O K

S U

B -B

A S

F T

H E

R A

A N

E R

G R

E E

N B

R O

O K

F L

O O

D D

A M

A G

E R

E D

U C

N P

R O

S E

G M

E N

T R

-2

R A

O A

D C

L O

S U

R E

S T

R U

C T

U R

E A

N D

E R

N C

U L

V E

R T

E S

B O

R O

U G

H O

F B

O U

N D

B R

O O

K N

E W

J E

R S

E Y

C o rp o ra ti o n

N .J

R O

F E

S S

A L

E N

E E

R L ic

N o

F R

A N

G E

R A

M A

R C

T.O.C. EL. 45.20

4" STABILIZATION MAT

T.O.C. EL. 45.20

TOP OF GRADE

EL. VARIES

4’2’

SCALE:1/2"=1’

1’0

0 5’

SCALE: 1"= 5’

10’

AS REQUIRED

WIDTH AS REQUIRED

PRE-FABRICATED METAL ENCLOSURE.

DESIGN, FURNISH AND INSTALL BUILDING

AND FOUNDATION PER METAL BUILDING

SYSTEMS SPECIFICATION SECTION 13 34 20.

MINIMUM INSIDE CLEAR DIMENSIONS:

118" WIDE BY 90" DEEP BY 85" HIGH AT

PEAK OF SINGLE GABLE ROOF AND

65" HIGH AT DRIP EDGES.

SECTION A

SANDBAG STORAGE SHED SLAB DETAIL

SCALE: 1/2’’=1’-0"

PLAN - TYPICAL GATE IN STORAGE POSITION

SCALE: 1"=5’-0"

S-311

SEE SHT. S-401 FOR LAYOUT

LOCKABLE, DOUBLE SLIDING

DOORS. MINIMUM CLEAR OPENING

SIZE = 56" WIDE BY 65" HIGH.

SEE SHT. C-104 FOR LAYOUT

SCALE: 1/2’’=1’-0"

1’-10" 4’-2"

I-1

I-3

C/L TRACK

18’-0"

(SEE NOTE 9, S-401)

3’-4"2’-8"

Sheet reference number:

8 7 6 5 4 3 2 01910

CT-102

8 ft

W10-2

36"X36"

Sheet reference number:

8 7 6 5 4 3 2 01910

File details come from the government source that posted it. Updated Nov 14, 2017.