Amend_1_Plans-_File_1.pdf

PDF 13 MB Posted Dec 9, 2013

Attached to: Green Brook Flood Risk Management Project- Segment R2 Levee Extension and Segment T Levee Raising Borough of Bound Brook, NJ
Solicitation number: W912DS-14-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District New York

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Amendment Plans 1

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Other files

File	Type	Posted
Bid_Results_14-B-0002_Greenbrook.pdf	PDF	Feb 12, 2014
Amendment_0007.pdf	PDF	Feb 10, 2014
Amendment_6_specs.pdf	PDF	Feb 3, 2014
Amendment_0006.pdf	PDF	Feb 3, 2014
Amendment_6_Plans_01-29-14.pdf	PDF	Feb 3, 2014
Amendment_0005.pdf	PDF	Jan 17, 2014
Amendment_0004.pdf	PDF	Jan 7, 2014
Amend_3-_specs.pdf	PDF	Dec 23, 2013
Amendment_0003.pdf	PDF	Dec 23, 2013
Amendment_3_Plans.pdf	PDF	Dec 23, 2013
Amendment_0002.pdf	PDF	Dec 17, 2013
Amend_1_Specs.pdf	PDF	Dec 9, 2013
Amend_1_Plans_-File_2.pdf	PDF	Dec 9, 2013
Amendment_0001.pdf	PDF	Dec 9, 2013
Plans_GB_SEG_R2_T_8_Nov_2013_File_2.pdf	PDF	Nov 19, 2013
Plans_GB_SEG_R2_T_8_Nov_2013_File_3.pdf	PDF	Nov 19, 2013
Plans_GB_SEG_R2_T_8_Nov_2013_File_4.pdf	PDF	Nov 19, 2013
Plans_GB_SEG_R2_T_8_Nov_2013_File_5.pdf	PDF	Nov 19, 2013
Plans_GB_SEG_R2_T_8_Nov_2013_File_1.pdf	PDF	Nov 19, 2013
Specs_SEGR2T_-_East_Main.pdf	PDF	Nov 19, 2013
Solicitation.pdf	PDF	Nov 19, 2013

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GI001

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REFERENCE

SHEET

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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

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

G B S

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DATETHOMAS C. MacALLEN

B ro a d S tr e e t, C li ft o n

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SHEET OF 124

O C

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GENERAL

1 G-001

NO.

REFERENCE

SHEET

TITLE

NO.

SHEET

GI001

GI004

COVER SHEET

C-202

C-203

GI005

CS402

NO.

REFERENCE

SHEET

TITLE

NO.

SHEET

CG002

VH603

VH604

CT101

CG001

GI006

VH602

CG501

CS401

C-102

B-601

S-001

S-101

S-401

S-403

S-405

S-407

S-302

S-301

E-101

C-306

C-307

C-303

C-309

C-310

C-30873

GI003

C-105

C-106

C-107

B-602

B-603

C-311

V-101

VH601

C-304

C-305

B-604

C-312

INDEX OF DRAWINGS

ABBREVIATIONS

LEGEND

HYDROLOGIC DATA GREEN BROOK AT MOUTH

HYDROLOGIC DATA VOSSELLER BROOK AT MOUTH

TRUCK TRAFFIC MANAGEMENT CONTROL PLAN

NOT USED17

SEGMENT R-2 - CIVIL

SEGMENT R-2 ALIGNMENT DATA

SEGMENT R-2 BORING LOGS21

22 C-201

C-30123

25 CG101

C-103

C-104

C-501

C-502

SEGMENT R-2 - STRUCTURAL

SEGMENT R-2 - ELECTRICAL

SEGMENT R-2 - SURVEY

SEGMENT R-2 EXISTING TOPO

SEGMENT T - CIVIL

SEGMENT T ALIGNMENT DATA

EROSION AND SEDIMENTATION CONTROL NOTES SHEET 1

EROSION AND SEDIMENTATION CONTROL NOTES SHEET 2

EROSION AND SEDIMENTATION CONTROL DETAILS SHEET 1

SEGMENT R-2 CONSTRUCTION DETAILS SHEET 1

SEGMENT R-2 CONSTRUCTION DETAILS SHEET 2

SEGMENT T BORING LOGS SHEET 1

SEGMENT T BORING LOGS SHEET 2

SEGMENT T BORING LOGS SHEET 3

C-302

EROSION AND SEDIMENTATION CONTROL DETAILS SHEET 2 CG502

C-401

SEGMENT R-2 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

SEGMENT R-2 FLOODWALL/BULKHEAD STOP LOG CLOSURE STRUCTURE PLAN AND ELEVATION

SEGMENT R-2 RAILROAD SILL PLAN, ELEVATION, SECTIONS AND DETAIL

SEGMENT R-2 SLAB MONOLITHS NOS 1 & 3 PLAN AND SECTIONS

S-502SEGMENT R-2 MISCELLANEOUS DETAILS SHEET 2

S-503SEGMENT R-2 MISCELLANEOUS DETAILS SHEET 3

S-505

NOT USED

SEGMENT R-2 DRAINAGE STRUCTURE ELECTRICAL PLAN

NOT USED

C-313

C-314

C-315

C-316

C-317

84 CG102

CG10385

CG10486

87 C-108SEGMENT T CONTRACTOR’S ACCESS PLAN

89 C-505

90 C-506

54 SEGMENT R-2 MISCELLANEOUS DETAILS E-501

HYDROLOGIC DATA RARITAN RIVER DOWNSTREAM OF GREEN BROOK

HYDROLOGIC DATA GREEN BROOK DOWNSTREAM OF VOSSELLER BROOK

SEGMENT T CONSTRUCTION DETAILS SHEET 1

SEGMENT T CONSTRUCTION DETAILS SHEET 2

88 C-109

SEGMENT R-2 LEVEE AND FLOODWALL CROSS SECTIONS STA. 77+50 TO STA. 81+00

SEGMENT R-2 LEVEE AND FLOODWALL CROSS SECTIONS STA. 81+50 TO STA. 83+41.45

SEGMENT R-2 DRAINAGE PLAN AND PROFILES

SEGMENT R-2 CONSTRUCTION DETAILS SHEET 3 C-503

SEGMENT T ACCESS ROAD PLAN, PROFILE AND SECTION

C-318

SEGMENT T LEVEE PLAN STA. 0+00T TO STA. 7+50T

SEGMENT T LEVEE PLAN STA. 7+50T TO STA. 13+50T

SEGMENT T LEVEE PLAN STA. 13+50T TO STA. 19+81.58T

SEGMENT T LEVEE PROFILE STA. 0+00T to STA. 15+00T

SEGMENT T LEVEE PROFILE STA. 15+00T to STA. 20+00T

C-402SEGMENT T LEVEE PEDESTRIAN BRIDGE - PLAN AND SECTION

SEGMENT T LEVEE CROSS SECTIONS STA. 0+00T TO STA. 1+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 2+00T TO STA. 2+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 3+32T TO STA. 3+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 3+75T TO STA. 4+00T

SEGMENT T LEVEE CROSS SECTIONS STA. 4+50T TO STA. 5+00T

SEGMENT T LEVEE CROSS SECTIONS STA. 5+50T TO STA. 7+00T

SEGMENT T LEVEE CROSS SECTIONS STA. 7+50T TO STA. 9+00T

SEGMENT T LEVEE CROSS SECTIONS STA. 9+50T TO STA. 11+00T

SEGMENT T LEVEE CROSS SECTIONS STA. 11+50T TO STA. 12+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 13+00T TO STA. 13+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 14+00T TO STA. 14+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 15+00T TO STA. 15+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 16+00T TO STA. 16+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 17+00T TO STA. 17+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 18+00T TO STA. 18+50T

SEGMENT T LEVEE CROSS SECTIONS STA. 19+00T TO STA. 19+81T

SEGMENT T EROSION CONTROL PLAN STA. 0+00T TO STA. 7+50T

SEGMENT T EROSION CONTROL PLAN STA. 7+50T TO STA. 13+50T

SEGMENT T EROSION CONTROL PLAN STA. 13+50T TO STA. 19+81.58T

SEGMENT R-2 DRAINAGE STRUCTURE PLAN, SECTION AND DETAILS

SEGMENT R-2 CONSTRUCTION DETAILS SHEET 4 C-504

NOT USED

C-403

GI002

INDEX SHEET NO.1

INDEX SHEET NO.2

C-101SEGMENT R-2 CONTRACTOR’S ACCESS AND STAGING AREA

SEGMENT R-2 LEVEE AND FLOODWALL PLAN STA. 78+34.10 TO STA. 83+41.45

SEGMENT R-2 LEVEE AND FLOODWALL PROFILE STA. 77+00 TO STA. 83+41.45

SEGMENT R-2 EROSION CONTROL PLAN

37 S-402

SEGMENT R-2 T-WALL MONOLITH NO. 1 & 2 PLAN, SECTIONS, ELEVATION AND DETAIL

S-40439

S-501SEGMENT R-2 MISCELLANEOUS DETAILS SHEET 141

S-40642

45 S-504SEGMENT R-2 MISCELLANEOUS DETAILS SHEET 4

47 S-408

SEGMENT R-2 DRAINAGE STRUCTURE SECTIONS

SEGMENT R-2 DRAINAGE STRUCTURE SUPPORT OF EXCAVATION SECTIONS AND NOTES

E-20153 SEGMENT R-2 DRAINAGE STRUCTURE ELECTRICAL CONDUIT PROFILE

55 NOT USED

PLAN, ELEVATION AND SECTION

92 C-507

SECTION AND DETAILS

93 C-508

94 NOT USED

SEGMENT R-2 DRAINAGE STRUCTURE - REINFORCEMENT PLANS

SEGMENT R-2 SLAB MONOLITH NO. 2 PLAN AND SECTIONS

SEGMENT R-2 PARTIAL PLAN AT DRAINAGE STRUCTURE

SEGMENT T CONTROL BUILDING PROPOSED EXHAUST FAN MODIFICATION

SEGMENT T CONTROL BUILDING PROPOSED EXHAUST FAN MODIFICATION - DETAILS

SEGMENT R-2 ACCESS ROAD PLAN AND PROFILE

GENERAL NOTES SHEET #1

SEGMENT R-2 T-WALL MONOLITH NO.2 PLAN AND SECTION

SEGMENT R-2 T-WALL MONOLITHS NOS. 3&4 PLANS AND SECTIONS

SEGMENT R-2 DRAINAGE STRUCTURE - PLAN AND DETAILS

KEY MAP AND OPTION LOCATION

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

GI003

O .G .M

A B

B R

E V

N S

R .O .U

GASKET(ED)GKT

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GALVANIZED STEELGALV STL

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DATUMDAT

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CENTERCTR

CENTER TO CENTERCTO C

DEFINITIONABBREVIATION

SHEETSHT

SHOULDERSHLDR

STATE HIGHWAY DEPARTMENTSHD

SQUARE FEETSF

SEQUENCESEQ

SECTIONSECT

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SCREENSCRN

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POINT OF CONTACTPOC

POINT OF BEGINNINGPOB

PAINT(ED)PNT

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OUT-TO-OUTOTO

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OUTLET CONTROL STRUCTUREODS

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NEW YORK DISTRICTNYD

DEFINITIONABBREVIATION

R .H

T .C .M

NOT TO SCALENTS

NOT REQUIREDN’REQD

NUMBERNO

NORMALLY OPENNO

NOT IN CONTRACTNIC

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NORTH ATLANTIC DIVISIONNAD

NORTH/ NORTHBOUNDN/NB

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MINIMUMMIN

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MANUFACTURERMFR

MANUFACTURINGMFG

MEDIUMMED

MECHANICAL ROOMMECH RM

MECHANICALMECH

MASONRY CONTROL JOINTMCJ

MAIL BOXMB

MAXIMUMMAX

MASONRYMAS

METER(S)M

LOUVERLVR

LIGHTINGLTG

LIGHTLT

LEFTLT

LOW POINTLPT/LP

LONGITUDINALLONG

LIMIT OF WORKLOW

LIMIT OF MILLINGLOM

LIMIT OF PAVEMENT (PAVING)LOP

LINTELLNTL

LIVE LOADLL

LOCKERLKR

LINEARLIN

LEFT HAND(ED)LH

LENGTHLG

LOADINGLDG

LOADLD

LABELLBL

POUND(S)LB/LBS

JOINTJT

JOISTJST

JUNCTIONJCT

JUNCTION BOXJ-BOX,JB

IRON PIPE SIZEIPS

IRON PIPEIP

INVERTINV

INTERMEDIATEINTM,INTER

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INSULATIONINSUL

INCLUDEDINCL

INCHIN

INSIDE DIAMETERID

HYDRAULICHYDR

HYDRANTHYD

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HEATING, VENTILATINGHVAC

HEATERHTR

HEATINGHTG

HEIGHTHT

HOURHR

HIGH POINTHPT,HP

HORSEPOWERHP

HIGH PRESSUREHP

HORIZONTALHORIZ

HANDRAILHNDRL

REINFORCED CONCRETE PIPE

HORIZONTAL ELLIPTICALHERCP

HARDWOODHDWD

HARDWAREHDW

HEADERHDR

HEAVY DUTYHD

GYPSUM PLASTERGYP PLAS

GYPSUM BOARDGYP BD

GYPSUMGYP

GROUTGT

GROUND SHOTGS

GRATINGGRTG

GRADE LINEGR LN

GRANITEGRAN

GRATEGR

GROUNDGND

GLASS FIBERGLF

GLASS BLOCKGL BLK

GLASSGL

DEFINITIONABBREVIATION

CURB TRANSITIONCT

STEEL

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CONE PENETROMETERCP

COVERCOV

REPRESENTATIVE

CONTRACTING OFFICER’SCOR

CONTRACTORCONTR

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CONDUITCND

CONCRETE MASONRY UNITCMU

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CORRUGATED METAL PIPECMPA

CORRUGATED METAL PIPECMP

CLEAR (ANCE)CLR

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CONTRACT LIMIT LINECLL

CEILING HEIGHTCLG HT

CEILINGCLG

CENTER LINECL

BREAKERBRK

CIRCUITCKT

CONSTRUCTION JOINTCJ

CONTROL JOINTCJ

CIRCULARCIRC

CAST IRON PIPECIP

CAST-IN-PLACECIP

CURB INLETCI

CAST IRONCI

CHECK CHK

CHAMFERCHFR

CEMENTCEM

CATCH BASINCB

CABINETCAB

BOTH WAYSBW

BETWEENBTWN

BASEMENTBSMT

BOTH SIDES BS

BRACKETBRKT

BRICKBRK

BEARING PLATEBRG PL

BEARINGBRG

BRIDGINGBRDG

BRACINGBRCG

BOTTOM OF SLABBOS

BOTTOMBOT

BOROUGHBORO

BOTTOM OFBO

BENCHMARKBM

BELOWBLW

BOULEVARDBLVD

BLOCKBLK

BUILDINGBLDG

BUILDING LINEBL

BASE LINEB.L.,B/L

BACKBK

BITUMINOUSBITUM/BIT

BEAM GUIDE RAIL ANCHORAGEBGRA

BEVELBEV

BRICK EXPANSION JOINTBEJ

BOUNDARYBDRY

BOARDBD

BOTTOM OF CURBBC

BULLETIN BOARDBB

AMERICAN WIRE GAUGEAWG

ACOUSTICAL WALL TREATMENTAWT

AVERAGEAVG

AVENUEAVE

AUTOMATICAUTO

ASPHALTASPH

ARCHITECTARCH

APPROXIMATEAPPROX

APPROVEDAPPD

STANDARDS INSTITUTE

AMERICAN NATIONALANSI

ALUMINUMALUM

ANCHORAHR

AHEADAH

ADJUSTABLE

ADJACENT,ADJOINING,ADJ

ADHESIVEADH

ADDENDUMADDM

ACCESS PANELACS PNL

ACCESS DOORACS DR

INSTITUTE

AMERICAN CONCRETEACI

ABUTMENTABU

ABANDONEDABAN

ABOVEABV

ANCHOR BOLTAB

DEFINITIONABBREVIATION

YARD DRAINYD

YARDYD

CROSS SECTIONX-SECT

EXTRA STRONGXS

TRANSFORMERXFMR

WELDED WIRE MESHWWM

WELDED WIRE FABRICWWF

WALL TO WALLW/W

WIDTHWTH

WEIGHTWT

WATERSTOPWS

WASTE RECEPTACLEWR

WEATHERPROOFWP

WATERPROOF(ING)WP

WITHOUTW/O

WATER METERWM

WIRE MESHWM

WALL LINEW/L

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WIDE FLANGEWF

WINDOWWDW

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WHITE CONCRETE VERTICAL CURBWCVC

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VOLUMEVOL

VERIFY IN FIELDVIF

VERTICALVERT

VENTILATOR(TION)VENT

VERTICAL CURVEVC

VARIABLE, VARIESVAR

VALVEV

VOLTV

UTILITYUTIL

UNITED STATES GEODETIC SURVEYUSGS

CORPS OF ENGINEERSUSACE

OF ENGINEERS

UNITED STATES ARMY CORPSUSACE

UTILITY POLEUP

UNLESS NOTED OTHERWISE UNO

UNFINISHEDUNFIN

UNEXCAVATEDUNEX

UNDERGROUNDUGND,U/

UNDERDRAINUD

TYPICALTYP

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF SLABTOS

TOWNSHIPTWP

TEST PILETP

TRAVERSE POINTTP

TOPOGRAPHYTOPO

TOP OF CONCRETE/CASTINGTOC

TOP OFTO

THICK(NESS)THK

THEORETICAL GRADE LINETGL

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONET,TEL

TRENCH DRAINTD

TOP OF CURBTC

TOP AND BOTTOMT&B

TO BE REMOVEDTBR

TO BE ABANDONEDTBA

TOP OF BANKTB

TANGENTTAN

SYSTEMSYS

SYMMETRICALSYM

SQUARE YARDSSY

SWITCHBOARDSWBD

SIDEWALKSW,SDWK

SWITCHSW

SHEET VINYLSV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STORYSTR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STABILIZATIONSTAB

STATIONSTA

STREETST

STAINLESS STEELSST

SLOTTED GUIDE RAIL TERMINALSRT

SQUARESQ

SPECIFICATIONSPEC

SPECIALSPCL

SPACERSPC

SPACING, SPACESSPA

SHUT OFF VALVESOV

SUPPORT OF EXCAVATIONSOE

SUBBASE OUTLET DRAINSOD

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SIMILARSIM

SURVEY LINESL

SHEATHINGSHTHG

DEFINITIONABBREVIATION

M E

N D

M E

N T

R E

E A

B B

R E

N S

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S U

B M

T E

D B

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

A N

S I

D :4

P L

O T

T E

D B

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

U S

A R

M Y E

N G

E E

R D

T R

NUMBER

REFERENCE

SHEET

M A

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E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

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

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

G B S

E G

G I0

-1 .d g n

DATETHOMAS C. MacALLEN

B ro a d S tr e e t, C li ft o n

N J

T E

L -8

-8

B O

R O

U G

H O

F B

O U

N D B

R O

O K

N J

A N

D S

E G

M E

N T T R

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

M E

O n s y

M o a w a d

S u b m it t e d b y

P lo t

D a t e

C A

D D

P L

A N

A M

E N

D M

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Submitted by:

SOMERSET COUNTY:

(908) 231-7024

SOMERVILLE, NJ 08876

20 GROVE STREET

MATTHEW D. LOPER

COUNTY ENGINEER

GI005

R .H

T .C .M

O .G .M

R .O .U

CABLE

UTILITY MARKOUT

ELECTRIC

GAS

LOCATION SERVICE 1-800-272-1000

GARDEN STATE UNDERGROUND PLANT

UTILITIES

(732) 764-3243

SAMUEL SMITH

JONATHAN HALLENBACK, ELECTRIC DISTRIBUTION

SOMERSET, NJ 08873

474 WESTON CANAL ROAD

PUBLIC SERVICE ELECTRIC & GAS COMPANY

(732) 317-7366

MATT DECKMAN

TINTON FALLS, NJ 07753

40 PINE STREET

CABLEVISION

TELEPHONE

CHRIS OGRODNIK (732) 418-5601

NORTH BRUNSWICK, NJ 08902

445 GEORGES RD. 2ND FLOOR

VERIZON-NEW JERSEY, INC.

WATER

SEWER

SEWER REPRESENTATIVE

ROB VILLEE (732) 968-2471

MIDDLESEX, NJ 08846

200 CLAY AVENUE

SEWERAGE AUTHORITY (PARSA)

PLAINFIELD AREA REGIONAL

LEN PANNUCCI (973) 430-5135

NEWARK, NJ 07102

80 PARK PLACE

PUBLIC SERVICE ELECTRIC & GAS COMPANY

(908) 791-3456

MIKE BANGE - MARK LOMBARDI

PLAINFIELD, NJ 07062

1341 NORTH AVENUE

(ELIZABETHTOWN WATER COMPANY)

NEW JERSEY AMERICAN WATER

(609) 512-3900

DANIEL MADDEN, PE

TRENTON, NJ 08648

1200 LENOX DRIVE, SUITE 101

KUPPER LLC

FIBER OPTIC CABLE

RICHARD KIKER (917) 939-2539

NEW YORK, NY 10011

1118 8th. AVENUE 12th. FLOOR

ZAYO

S H

E E

G E

N E

R A

L N

O T

E S

LIAM O’LARY (917) 656-9714

NEW YORK, NY 10004

55 BROAD STREET

LIGHTOWER FIBER NETWORKS

A M

E N

D M

E N

T R

E V

T E

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S U

B M

T E

D B

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

A N

S I

D :4

P L

O T

T E

D B

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

U S

A R

M Y E

N G

E E

R D

T R

NUMBER

REFERENCE

SHEET

M A

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RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

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

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

G B S

E G

G I0

-1 .d g n

DATETHOMAS C. MacALLEN

B ro a d S tr e e t, C li ft o n

N J

T E

L -8

-8

B O

R O

U G

H O

F B

O U

N D B

R O

O K

N J

A N

D S

E G

M E

N T T R

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

M E

O n s y

M o a w a d

S u b m it t e d b y

P lo t

D a t e

C A

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20.

19.

18.

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16.

15.

14.

13.

12.

11.

10.

AT LOCATIONS SHOWN ON SHEETS C-105 THROUGH C-107.

THE CONTRACTOR SHALL INSTALL SETTLEMENT MONUMENTS ON THE CREST AND ON THE TOE

ACHIEVE THE COMPACTION REQUIREMENTS AS PER CONTRACT SPECIFICATIONS.

THE MINIMUM NUMBER OF PASSES (COVERAGES) AND MAXIMUM LOOSE LIFT THICKNESS TO

SPECIFICATIONS, THE CONTRACTOR SHALL DEMONSTRATE TO THE CONTRACTING OFFICER

IF THE CONTRACTOR CHOOSES TO USE COMPACTION EQUIPMENT NOT SPECIFIED IN CONTRACT

ALONG THE ALIGNMENT OF THE EMBANKMENT.

THE APPROVAL OF THE CONTRACTING OFFICER, DEPENDING ON THE ACCESS RESTRICTIONS

THE CONTRACTOR SHALL SELECT THE APPROPRIATE COMPACTION EQUIPMENT(S) SUBJECT TO

BE PLACED BETWEEN THE NEW EMBANKMENT MATERIAL AND THE RR EMBANKMENT.

EMBANKMENT ABUTS THE NJ TRANSIT RR EMBANKMENT. A LAYER OF FILTER FABRIC SHALL

EMBANKMENT DETAIL ON SHEET C-505. THIS SHOULD ASLO BE DONE WHERE NEW

BY CUTTING BENCHES (STEPS) ON THE EXISTING SLOPE AS SHOWN ON THE TYPICAL

THE CONTRACTOR SHALL KEY-IN THE NEW EMBANKMENT MATERIAL WITH THE EXISTING ONE

TOP SOIL SHALL BE SEPARATED AT NO ADDITIONAL COST TO THE OWNER.

TOP SOIL IS TO BE REUSED ANY EMBANKMENT FILL OR VEGETATED MATERIAL MIXED WITH

THE CONTRACTOR SHALL REMOVE THE TOP SOIL AS SHOWN ON THE CONTRACT DRAWINGS. IF

AND REQUEST FOR AUTHORIZATION (RFA).

THE CONTRACTOR SHALL OBTAIN SOIL CONSERVATION DISTRICT CERTIFICATION

CONTRACTING OFFICER.

TO, OR AS NEAR TO THEIR ORIGINAL CONDITION, AND AS DIRECTED BY THE

THOSE AREAS ADJACENT TO THE CONSTRUCTION ACTIVITIES SHALL BE RESTORED

LANDSCAPING PLANS.

SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES AS INDICATED ON THE

TREES THAT ARE NOT DEPICTED ON THE PLAN AS DESIGNATED FOR REMOVAL

APPROVAL BY THE COUNTY OR BOROUGH INSPECTOR PRIOR TO FELLING.

ALL TREES TO BE CUT SHALL BE FIELD MARKED BY THE CONTRACTOR FOR

MATERIAL SUBJECT TO DECOMPOSITION.

ALL EARTH FILL SHALL BE FREE FROM BRUSH, ROOTS AND OTHER ORGANIC

DENSITY (ASTM D-698).

COMPACTION OF ALL FILL MATERIALS SHALL BE TO 95% STANDARD PROCTER

AS DIRECTED BY THE CONTRACTING OFFICER.

THE CONTRACTOR SHALL CAREFULLY PLACE ITEMS ONTO ADJOINING OWNERS LAND

CONSTRUCTION. FOR THOSE ITEMS STILL REMAINING PRIOR TO CONSTRUCTION,

REMOVAL OF SUCH ITEMS SEVEN DAYS PRIOR TO THE BEGINNING OF

PROVIDE WRITTEN NOTIFICATION TO ALL ADJOINING OWNERS REQUESTING

AS DIRECTED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL

PRIVATE LANDSCAPING ITEMS WITHIN COUNTY/MUNICIPAL RIGHT-OF-WAY

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CAREFULLY REMOVING ALL

CONTRACTING OFFICER AND THE RESPECTIVE UTILITY OWNERS.

THE CONTRACTOR SHALL COORDINATE UTILITY LINE RELOCATIONS WITH THE

REPRESENTATIVE. JUNCTION BOX SHALL BE USED TO MAKE THE NEW CONNECTION.

NETWORK BY THE CONTRACTOR IN COORDINATION WITH CONTRACTING OFFICER’S

EXISTING DRAINAGE NETWORK SHALL BE CONNECTED TO THE PROPOSED DRAINAGE

ALL UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED.

THEREOF SHALL BE INCLUDED IN THE BID PRICE.

CONSTRUCTION. SEPARATE PAYMENT WILL NOT BE MADE FOR THIS TASK. COSTS

ANY CONFLICTS WILL OCCUR. UTILITIES SHALL BE PROTECTED FROM DAMAGE DURING

HORIZONTALLY AND VERTICALLY PRIOR TO THE START OF ANY WORK TO DETERMINE IF

MARK-OUTS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES BOTH

CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES FOR FIELD

THE LOCATION OF ALL UTILITIES INDICATED ON THE PLANS ARE APPROXIMATE.THE

GREATER AT NO ADDITIONAL COST TO THE GOVERNMENT.

FOR EVERY 500 CY OF MATERIAL EXCAVATED OR AT A MINIMUM OF ONE WHICHEVER IS

IGNITABILITY CORROSIVITY (RIC), AND TOTAL PETROLEUM HYDROCARBON (TPH) TESTING

PERFORM FULL TOXIC CHARACTERISTIC LEACHING PROCEDURE (TCLP), REACTIVITY

CONSIDERED TO BE ABOVE RCRA THRESHOLD FOR HAZARDOUS WASTE. CONTRACTOR SHALL

THE GOVERNMENT IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS BUT IS NOT

REGULATORY LEVELS AND MUST BE PROPERLY DISPOSED OF AT NO ADDITIONAL COST TO

FOR SEGMENT R-2 CONTRACTOR SHOULD ASSUME ALL EXCAVATION MATERIAL IS ABOVE

START OF ANY WORK ADJACENT TO N.J. TRANSIT RAILROAD TRACKS.

TRANSIT RIGHT-OF-WAY,TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO THE

SHALL SUBMIT A PLAN, FOR CONTROLLING RUNOFF DRAINAGE ADJACENT TO THE N.J.

ROUTED ONTO N.J. TRANSIT RIGHT-OF-WAY DURING CONSTRUCTION. THE CONTRACTOR

UNDER NO CIRCUMSTANCES SHALL ADDITIONAL STORMWATER OR DEWATERING FLOW BE

PROVIDED AT NO ADDITIONAL COST TO THE GOVERNMENT.

AND METHODS MEETING NJT AND OR CONRAIL APPROVAL AS APPROPRIATE SHALL BE

STEEL SHEET PILING SHALL BE USED TO PROTECT THE TRACK(S). PROPER SHORING MEANS

FOR EXCAVATION OF STRUCTURES WITHIN THE RAILROAD EMBANKMENT, INTERLOCKING

THE INSTALLATION AND REMOVAL OF RAIL AND TRACK SUPPORTS.

NECESSARY ARRANGEMENTS TO REIMBURSE N.J. TRANSIT FOR ALL COSTS ASSOCIATED WITH

TRACK MATERIAL, SHALL BE PERFORMED BY N.J. TRANSIT. THE CONTRACTOR SHALL MAKE

UNLESS OTHERWISE AGREED, ALL WORK INVOLVING RAIL AND TRACK SUPPORT AND RELATED

OF TIME TO GET NECESSARY APPROVALS. NO TIME EXTENSIONS OR MODS APPLY.

REVIEW AND APPROVAL. CONTRACTOR SHALL BE REQUIRED TO ALLOW SUFFICIENT PERIODS

WILL ALSO FORWARD THE SUBMITTALS TO THE NEW JERSEY TRANSIT RAILROAD FOR ITS

SHALL BE SUBMITTED FOR REVIEW AND APPROVAL TO THE CONTRACTING OFFICER, WHO

THE RAILROAD TRACK INFLUENCE LINE AS DEFINED BY A 1.5H TO 1V ANGLE OF REPOSE

STRUCTURES WITHIN THE GREATER OF 25 FEET OF THE RAILROAD TRACK CENTER LINES ON

SUBMITTALS OF DESIGN DETAILS, SHOP DRAWINGS, ETC. OF ALL TEMPORARY RETAINING

DRAWINGS.

HORIZONTAL CLEARANCES THAT DIFFER FROM THE ONES SHOWN ON THE CONTRACT

CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF ANY

THE CONTRACTOR SHALL STAKE OUT THE STOP LOG GATE ALIGNMENT PRIOR TO

PERFORMING ANY WORK WITHIN THE RAILROAD SERVITUDE.

THE CONTRACTOR SHALL NOTIFY AND OBTAIN A PERMIT FROM NEW JERSEY TRANSIT BEFORE

ANNUAL N.J. TRANSIT RAIL TRAINING FOR CONTRACTORS.

CONTRACTOR AND CREW WORKING WITHIN 15 FEET OF THE TRACKS MUST ATTEND

SPECIFICATIONS.

METHODS TO SATISFY THE REQUIREMENTS STIPULATED IN CONTRACT DRAWINGS AND

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROPOSE CONSTRUCTION

PLACEMENT AND COMPACTION FOR THE APPROVAL OF THE CONTRACTING OFFICER. IT

THE CONTRACTOR SHALL SUBMIT A DETAILED PROCEDURE REGARDING THE FILL

SYNONYMOUS.

CONTRACTING OFFICER’S REPRESENTATIVE, CONTRACTING OFFICER AND COR ARE

CONTRACTORS WORKING LIMITS.

CONSTRUCTION AND SAWCUT AND REPAIR ALL PAVED AREAS DAMAGED WITHIN THE

THE CONTRACTOR SHALL REPLACE ALL CURB AND SIDEWALK DISTURBED DURING

BY AND COORDINATED WITH THE CONTRACTING OFFICER’S REPRESENTATIVE.

THE PRIMARY STAGING AREA SHALL BE LOCATED BY THE CONTRACTOR. APPROVED,

FOR POSITIVE DRAINAGE.

THE CONTRACTOR SHALL GRADE ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION

THE TERM "PROJECT BASELINE" AND ABBREVIATION "B/L" ARE SYNONYMOUS.

THE PROJECT BASELINE (B/L), SHALL BE USED TO LAY OUT THE ALIGNMENT.

OFFICER.

SHALL BE BY THE ROUTES DESIGNATED OR APPROVED BY THE CONTRACTING

ALL EQUIPMENT OR MATERIALS HAULED TO OR FROM THE CONSTRUCTION SITE

ARE TO BE INCLUDED IN THE BID.

SHORING AND OTHER SUPPORTS REQUIRED BY THE WORK. COSTS THEREOF

THE CONTRACTOR SHALL FURNISH, PLACE AND MAINTAIN SHEETING, BRACING,

ASSOCIATED WITH THIS CONSTRUCTION PROJECT.

EASEMENT PROVIDED AS LAID DOWN IN THE GENERAL PROPERTY PARCEL MAPS

IS RESPONSIBLE FOR PERFORMING WORK WITHIN THE RIGHT-OF-WAY AND

CONTRACT PLANS ARE FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR

EXISTING RIGHT-OF-WAY AND PROPOSED EASEMENT LINES SHOWN ON THESE

UNLESS OTHERWISE NOTED.

DETAILS, AS SHOWN IN ANY SECTION, SHALL APPLY TO ALL SIMILAR SECTIONS

BROOK SHALL BE HELD PRIOR TO CONSTRUCTION.

AND REPRESENTATIVES OF THE COUNTY OF SOMERSET, AND THE BOROUGH OF BOUND

CONTRACTING OFFICER’S REPRESENTATIVE AND ATTENDED BY THE CONTRACTOR

A PRECONSTRUCTION MEETING ORGANIZED AND CHAIRED BY THE NYD

THAT APPROPRIATE CONSTRUCTION PROCEDURES CAN BE DEVELOPED.

PROJECT SITE DURING THE BID PHASE TO ASSESS THE ACCESS CONDITIONS SUCH

THE CONTRACTOR SHALL THOROUGHLY REVIEW CONTRACT DRAWINGS AND INSPECT THE

INCLUDED IN THE LUMP SUM BID.

METHODS TO KEEP EXCAVATIONS DEWATERED. COSTS THEREOF ARE TO BE

PAYMENT WILL BE MADE FOR PROVIDING AND MAINTAINING EQUIPMENT AND

FROM DAMAGE BY WATER DURING ALL STAGES OF CONSTRUCTION. NO SEPARATE

AND METHODS TO KEEP EXCAVATIONS FREE OF WATER AND PROTECT WORK

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY EQUIPMENT

STATE, COUNTY AND MUNICIPAL LAWS, ORDINANCES AND REGULATIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL,

(MUTDC).

OFFICER, AND IN COMPLIANCE WITH THE NJ MANUAL UNIFORM TRAFFIC DEVICES

BY SAME AT LOCATIONS SHOWN ON PLANS OR AS DESIGNATED BY THE CONTRACTING

ALL SIGNS AND BARRICADES SHALL BE FURNISHED BY THE CONTRACTOR AND PLACED

PREVENT ACCIDENTAL FALL.

SHALL COVER/PROTECT EXCAVATED AREAS AT THE END OF EACH WORK DAY TO

PROTECT PUBLIC SAFETY AND ADJOINING PROPERTIES. THE CONTRACTOR TO

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SAFEGUARDS

OFFICER OF ANY DISCREPANCIES.

VERIFY ACTUAL DIMENSIONS IN FIELD AND NOTIFY THE CONTRACTING

BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL

ALL DIMENSIONS AND DETAILS SHALL BE VERIFIED AND COORDINATED

IN NGVD 1929.

HORIZONTAL CONTROL DATUM IS IN NAD 27 AND VERTICAL CONTROL IS

BRIDGE CONSTRUCTION" FOR THE ACCESS ROAD.

SPECIFICATIONS AND "N.J.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND

ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE

UTILITIES

LANDSCAPINGGENERAL NOTES

SEGMENT T EMBANKMENT FILL PLACEMENT AND COMPACTION (SEGMENT T)

WORK ADJACENT TO RAILROADS

SEGMENT R-2 SOIL DISPOSAL

PATRICIA L. WALSH

SOMERSET COUNTY 2013

BOARD OF CHOSEN FREEHOLDERS

PETER S. PALMER, DIRECTOR

PATRICIK SCAGLIONE, DEPUTY DIRECTOR

ROBERT ZABOROWSKI

Submitted by:

E. HIGH STREET

E A S

T R

E E T

SOMERSET STREET

READING RAILROAD

NEW JERSEY TRANSIT

(LEHIGH VALLEY RAILROAD)

NEW JERSEY TRANSIT

W E

L L

T E S

L L

T E

L L

T E

L L

T E

L L

T E

L L

T E

w. 4’ CLF.

CONRAIL

E. 2n d STREET

EAST MAIN S

TREET

LINCOLN BLVD. (

ROUTE 60

VOSSELLER BROOK CHANNEL

RAILROAD SWITCH

5’ WROUGHT IRON FENCE

4’ CHAIN LINK FENCE

3.5’HAND RAIL

WELL

MONIT.

240’0 120’

SCALE:1"=120’

C-105

C-106

C-107

N 629,000

N 630,000

N 631,000

N 630,500

N 631,000

N 630,500

N 630,000

N 629,500

N 629,000

C-102

C-112C-111

C-101

C-110

C H

U R

C H

D R

A K

J O

BASE BID

OPTION 1

OPTION 2

OPTIONS 3-6

GRAVEL

LOT

PARKING

ASPHALT

CONC. CURB

ASPHALT PARKING LOT

ASPHALT

DIRT ROAD

C O

N C

R E

T E

ASPHALT

GRAVEL

ASPHALT

GRAVEL

8’ CHAIN LINK FENCE

x x xx x x x x x

CONC. RETAINING WALL HEIGHT VARIES

GRAVEL

ASPHALT

CONC.

ASPHALT

CONC. WALK

ASPHALT

SIGNAL

DIRT ROAD

C B

C B x xx x x x x x

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

TCBC

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

MH-46D

Boulder

Monument

Flag Pole

Boulder

Monument

Rack

Bike

ON POLE

ELEC BOX

SIGNAL

A S P

H A L

METER

WATER

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

G R E E

N B

R O

O K

S O

M E

R S

U N

T Y

M I D

D L

E S

U N

T Y

M I D

D L

E S

U N

T Y

B O

R O

S O

M E

R S

U N

T Y

B O

R O

M I D

D L

E S

U N

T Y

S O

M E

R S

U N

T Y

A M

B R

O S E

B R

O O

STEEL GATE

12" HEADWALL

w. 4’ CLF.

12" HEADWALL

w.CLF.

HEADWALL

STEEL GATE

CENTER OF BROOK

B R

U S

W E

L L

T E

E L E

VALVE

CONTROL

SPRINKLER

WWWWWWVALVE

CONTROL

SPRINKLER

WWWWWW

VALVE

CONTROL

SPRINKLER

W W W W W W W

ELEC.

O P

W W

W x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

0+0

1+00

2+0

3+00

4+00

5+00 6+00

7+00

8+00

9+00 10+00 10+26

30.50TC

W W

H Y D

Y D

H Y D

WV WV

Y D

WVWV

W V

10"W

10"W 10"W

6"W

10"W

10" W

1"W

36"TEL

12"G12"G 12"G12"G12"G

12"G 12"G

12"G

1" G

10" w

10" W

1"W

6"W

6"W w

12G

12" G

TRAF

T R

A F

T R

A F

T R

A F

SHD

TRAF

T R

A F

T R

A F

TRAF

T R

A F

T R

A F

TRAF

T R

A F

T R

A F

T R

A F

T R

A F

SHD

T E L

G G

D x x

BROOK

VOSSELLER

G R

O O

G R

O O

G R

O O

G R

O O

VOSSELLER BROOK

G R

O O

A M

B R

O O

GI006

R .U

T .C .M

O .G .M

W .S

E Y M

A P A

N D O

P T

N L

O C

A T

N A

D D B

P T

N L

O C

A T

N S

A M

E N

D M

E N

T R

E V

E T

L E T

E X

T A

N D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S U

B M

T E

D B

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

A N

S I

D :4

P L

O T

T E

D B

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

U S

A R

M Y E

N G

E E

R D

T R

NUMBER

REFERENCE

SHEET

M A

R D

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RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

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

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

G B S

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B ro a d S tr e e t, C li ft o n

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Submitted by:

REQUIREMENT FOR STABILIZATION WITH MULCH ONLY

DEFINITION

STABILIZING EXPOSED SOILS WITH NON-VEGETATIVE MATERIALS.

PURPOSE

TO PROTECT EXPOSED SOIL SURFACES FROM EROSION DAMAGE AND TO REDUCE OFFSITE

ENVIRONMENTAL DAMAGE.

WHERE APPLICABLE

THIS PRACTICE IS APPLICABLE TO AREAS SUBJECT TO EROSION, WHERE THE SEASON AND

OTHER CONDITIONS MAY NOT BE SUITABLE FOR GROWING AN EROSION-RESISTANT COVER OR

WHERE STABILIZATION IS NEEDED FOR A SHORT PERIOD UNTIL MORE SUITABLE PROTECTION

CAN BE APPLIED.

METHODS AND MATERIALS

SITE PREPARATION

GRADE, AS NEEDED AND FEASIBLE, TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR

EMPLOY NEEDED EROSION CONTROL PRACTICES SUCH AS DIVERSIONS, GRADE STABILIZATION

PROTECTIVE MATERIALS

SYNTHETIC OR ORGANIC SOIL STABILIZERS MAY BE USED -- UNDER SUITABLE CONDITIONS

WOODCHIPS APPLIED UNIFORMLY TO A MINIMUM DEPTH OF 2 INCHES MAY BE USED.

WOODCHIPS WILL NOT BE USED ON AREAS WHERE FLOWING WATER COULD WASH THEM INTO

AN INLET AND PLUG IT.

GRAVEL, CRUSHED STONE, OR SLAG AT THE RATE OF 9 CUBIC YARDS PER 1,000 SQ. FT.

MULCH ANCHORING - SHOULD BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT OF HAY OR

STRAW MULCH TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE

FOLLOWING METHODS, DEPENDING UPON THE SIZE OF THE AREA AND STEEPNESS OF SLOPES.

PEG AND TWINE - DRIVE 8 TO 10 INCH WOODEN PEGS TO WITHIN 2 TO 3 INCHES OF THE

SOIL SURFACE EVERY 4 FEET IN ALL DIRECTIONS. STAKES MAY BE DRIVEN BEFORE OR

AFTER APPLYING MULCH. SECURE MULCH TO SOIL SURFACE BY STRETCHING TWINE BETWEEN

I I.

I I I.

APPLYING AND ANCHORING MULCH.

TOOL, LIQUID MULCH BINDERS, OR NETTING TIEDOWN. OTHER SUITABLE MATERIALS MAY BE USED

IF APPROVED BY THE SOIL CONSERVATION DISTRICT.

AND IN QUANTITIES RECOMMENDED BY THE MANUFACTURER.

TO THE MANUFACTURER’S REQUIREMENTS) MAY BE APPLIED BY A HYDROSEEDER.

WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 POUNDS PER ACRE (OR ACCORDING

MULCH NETTINGS - STAPLE PAPER, COTTON, OR PLASTIC NETTINGS OVER MULCH.

SECURE TWINE AROUND EACH PEG WITH TWO OR MORE ROUND TURNS.

AND REMAIN TACKY UNTIL GERMINATION OF GRASS.

WATER. IT SHALL BE APPLIED AT RATES AND WEATHER CONDITIONS RECOMMENDED BY THE MANUFACTURER

FOLLOWING APPLICATION TO MULCH, DRYING AND CURING SHALL NO LONGER BE SOLUBLE OR DISPERSIBLE IN

SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN DILUTED AND

RECOMMENDED BY THE MANUFACTURER.

GROWTH OF TURFGRASS. VEGETABLE BASED GELS SHALL BE APPLIED AT RATES AND WEATHER CONDITIONS

VEGETABLE GEL SHALL BE PHYSIOLOGICALLY HARMLESS AND NOT RESULT IN A PHYTOTOXIC EFFECT OR IMPEDE

SATISFACTORY CURING CONDITIONS WILL FORM MEMBRANE NETWORKS OF INSOLUBLE POLYMERS. THE

MATERIALS THAT MIXED WITH WATER FORMULATES A GEL AND WHEN APPLIED TO MULCH UNDER

ORGANIC AND VEGETABLE BASED BINDERS - NATURALLY OCCURRING POWDER BASED, HYDROPHILIC

MATERIALS MAY BE DIFFICULT TO APPLY UNIFORMILY AND WILL DISCOLOR SURFACES.

ON SLOPES 8 FEET OR MORE HIGH, USE 0.075 GAL./SQ. YD. OR 363 GAL./ACRE. THESE

APPLY 0.04 GAL./SQ. YD OR 194 GAL/ACRE ON FLAT SLOPES AND SLOPES LESS THAN 8 FEET HIGH.

EMULSIFIED ASPHALT - (SS-1, CSS-1, CMS-2, MS-2, RS-1, RS-2, CRS-1, AND CRS-2).

USE ONE OF THE FOLLOWING:

AND AT CRESTS OF BANKS. REMAINDER OF AREA SHOULD BE UNIFORM IN APPEARANCE.

APPLICATION SHOULD BE HEAVIER AT EDGES WHERE WIND CATCHES THE MULCH, IN VALLEYS,

LIQUID MULCH-BINDERS

SHOULD BE DONE ON THE CONTOUR.

SOIL PENETRATION SHOULD BE ABOUT 3 TO 4 INCHES. ON SLOPING LAND, THE OPERATION

BUT ITS USE IS LIMITED TO THOSE SLOPES UPON WHICH THE TRACTOR CAN OPERATE SAFELY.

ANCHOR MULCH INTO THE SOIL SURFACE. THIS PRACTICE AFFORDS MAXIMUM EROSION CONTROL, MULCH ANCHORING TOOL - USE TRACTOR-DRAWN EQUIPMENT ESPECIALLY DESIGNED TO PUNCH AND

APPLIED UNIFORMLY TO A MINIMUM DEPTH OF 3 INCHES MAY BE USED.

SIZE 2 OR 3 STONE (ASTM C-33) IS RECOMMENDED.

USE A DEGRADABLE NETTING IN AREAS TO BE MOWED.

STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS AND WATERWAYS.

MACHINES IS NOT A PROBLEM.

THIS IS SUITABLE FOR A LIMITED PERIOD OF TIME WHERE TRAVEL BY PEOPLE, ANIMALS OR

ASPHALT EMULSION IS RECOMMENDED AT THE RATE OF 600 TO 1200 GALLONS PER ACRE.

MULCH NETTINGS, SUCH AS PAPER JUTE, EXCELSIOR, COTTON, OR PLASTIC MAY BE USED.

PEGS IN A CRISS-CROSS AND SQUARE PATTERN AND IN CONTACT WITH THE GROUND.

UNROTTED SMALL-GRAIN HAY AT 2.0 TO 2.5 TONS PER ACRE IS SPREAD UNIFORMLY AT

90 TO 115 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING

EROSION AND SEDIMENTATION CONTROL NOTES

ADDITIONAL NOTES

308 MILLTOWN ROAD, BRIDGEWATER, NJ 08807 (908)526-2701

SOMERSET COUNTY 4-H CENTER

SOMERSET-UNION SOIL CONSERVATION DISTRICT

DISTRICT TO OBTAIN THE REQUIRED CERTIFICATION.

PLAN AS APPROVED BY CONTRACTING OFFICER TO THE SOIL CONSERVATION

6. THE CONTRACTOR SHALL SUBMIT AN APPLICATION WITH FEES AND FINAL SEQUENCING

PROTECTION INSTALLATION TO MINIMIZE THE EXPOSURE OF UNSTABILIZED SOIL.

CHANNEL. THE CONTRACTOR SHALL LIMIT THE AREA OF DISTURBANCE FOR STONE

THE SPECIFIED PROTECTION IMMEDIATELY FOLLOWING THE PREPARATION OF THE

5. CHANNELS WHICH ARE TO BE LINED WITH STONE PROTECTION SHALL BE LINED WITH

DISTRICTS TO OBTAIN THE REQUIRED CERTIFICATION.

AS APPROVED BY THE CONTRACTING OFFICER TO THE SOIL CONSERVATION

4. THE CONTRACTOR SHALL SUBMIT APPLICATION FEES AND FINAL SEQUENCING PLAN

PRIOR TO NOTIFYING THE SOIL CONSERVATION DISTRICT.

3. THE CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER REPRESENTATIVE

BE DETERMINED BY THE CONTRACTING OFFICER REPRESENTATIVE.

2. OFFSITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL CONTROL MEASURES TO

REQUEST OF THE CONTRACTING OFFICER REPRESENTATIVE.

OF LIME, FERTILIZER, SEED APPLICATION AND RATES OF APPLICATION AT THE

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE CONFIRMATION

GENERAL SEQUENCE OF CONSTRUCTION FOR SEGMENT R-2 EXTENSION PROJECT PHASE

TOTAL PROJECT DURATION APPROX. 150 DAYS.

DURATION: 1 MONTH

ONCE PLANTINGS ARE WELL ESTABLISHED.

REMOVE SILT FENCE, INLET PROTECTION AND OTHER TEMPORARY SEDIMENT CONTROL MEASURES 9.

DURATION: 1 DAY

SEEDING.

FINAL GRADE AND STABILIZED DISTURBED AREAS WITH PERMANENT LANDSCAPING AND 8.

40 DAYS- CONSTRUCT T-WALL AND STOPLOG STRUCTURE

55 DAYS - CONSTRUCT LEVEE EXTENSION AND ACCESS ROAD

55 DAYS- CONSTRUCT SLUICE GATE CHAMBER

ESTIMATED DURATION FOR EACH STRUCTURAL CONSTRUCTION PHASE:

MEASURES. CONTROL

CONSTRUCT STRUCTURES AND SITE WORKS WHILE MAINTAINING SOIL EROSION AND SEDIMENT 7.

DURATION: 1 DAY

SEEDING AND MULCH.

STABILIZE ALL AREAS TO BE LEFT DISTURBED FOR MORE THAN 30 DAYS WITH TEMPORARY 6.

DURATION: 1 DAYS MAX.

STABILIZE ALL GRADED SLOPES AND EMBANKMENTS WITH TEMPORARY SEEDING AND MULCH. 5.

PERFORM ROUGH GRADING DURATION: 3 DAYS4.

PERFORM CLEARING AND GRUBBING. DURATION: 3 DAYS3.

DURATION: 3 DAYS

STABILIZED CONSTRUCTION ENTRANCE, ETC. PROTECTION AND

INSTALL SOIL EROSION & SEDIMENT CONTROL MEASURES INCLUDING SILT FENCE, INLET 2.

DURATION: 3 DAYS

ADVISE SOIL CONSERVATION DISTRICT 72 HOURS IN ADVANCE OF ANY SOIL DISTURBANCE. 1.

TOTAL PROJECT DURATION APPROX. 150 DAYS.

DURATION: 2 MONTHS

ONCE PLANTINGS ARE WELL ESTABLISHED.

REMOVE SILT FENCE, INLET PROTECTION AND OTHER TEMPORARY SEDIMENT CONTROL MEASURES 9.

DURATION: 16 DAYS

SEEDING.

FINAL GRADE AND STABILIZED DISTURBED AREAS WITH PERMANENT LANDSCAPING AND8.

- RAISE LEVEE/PLACE EMBANKMENT MATERIAL 20 DAYS

15 DAYS- RAISE CONCRETE STRUCTURES

ESTIMATED DURATION FOR EACH CONSTRUCTION PHASE:

MEASURES. CONTROL

CONSTRUCT SITE WORKS AND STRUCTURES WHILE MAINTAINING SOIL EROSION AND SEDIMENT 7.

DURATION: 1 DAY

SEEDING AND MULCH.

STABILIZE ALL AREAS TO BE LEFT DISTURBED FOR MORE THAN 30 DAYS WITH TEMPORARY 6.

DURATION: 10 DAYS MAX.

STABILIZE ALL GRADED SLOPES AND EMBANKMENTS WITH TEMPORARY SEEDING AND MULCH. 5.

STRIP TOPSOIL AND EMBANKMENT MATERIAL. DURATION: 25 DAYS4.

ROUGH GRADE TEMPORARY ACCESS ROADS DURATION: 3 DAYS 3.

DURATION: 3 DAYS

PROTECTION AND STABILIZED CONSTRUCTION ENTRANCE, ETC.

INSTALL SOIL EROSION & SEDIMENT CONTROL MEASURES INCLUDING SILT FENCE, INLET 2.

DURATION: 3 DAYS

ADVISE SOIL CONSERVATION DISTRICT 72 HOURS IN ADVANCE OF ANY SOIL DISTURBANCE.1.

GENERAL SEQUENCE OF CONSTRUCTION FOR SEGMENT T RAISING PROJECT PHASE

BELOW STORMWATER OUTFALLS OR OFFSITE AS A RESULT OF CONSTRUCTION OF THE PROJECT.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EROSION OR SEDIMENTATION THAT MAY OCCUR

AND SEDIMENT CONTROL NOTE #6.

19. ALL SOIL STOCKPILES ARE TO BE TEMPORARILY STABILIZED IN ACCORDANCE WITH SOIL EROSION

BE REQUIRED FOR THESE ACTIVITIES IF AN AREA GREATER THAN 5,000 SQUARE FEET IS DISTURBED.

SEDIMENT CONTROL PLAN. CERTIFICATION OF A NEW SOIL EROSION AND SEDIMENT CONTROL PLAN MAY

WITHIN THE LIMIT OF DISTURBANCE WILL REQUIRE CERTIFICATION OF A REVISED SOIL EROSION AND

LIMIT OF DISTURBANCE ACCORDING TO THE CERTIFIED PLAN. STAGING AND STOCKPILES NOT LOCATED

18. STOCKPILE AND STAGING LOCATIONS ESTABLISHED IN THE FIELD SHALL BE PLACED WITHIN THE

APPLIED AS REQUIRED BY THE STANDARD FOR DUST CONTROL.

THE SURFACE IS WET, TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED OR MULCH SHALL BE

17. SHOULD THE CONTROL OF DUST AT THE SITE BE NECESSARY, THE SITE WILL BE SPRINKLED UNTIL

BE IN ACCORDANCE WITH THE STANDARD FOR DEWATERING.

ALL DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER. ANY DEWATERING METHODS USED MUST

16. UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS MUST BE TAKEN DURING

DRAINAGE SYSTEM BECOMING OPERATIONAL.

15. CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE

(24) INCHES OF SOIL HAVING A PH OF 5 OR MORE.

WHERE TREES OR SHRUBS ARE TO BE PLANTED SHALL BE COVERED WITH A MINIMUM OF TWENTY FOUR

TWELVE (12) INCHES OF SOIL HAVING A PH OF 5 OR MORE PRIOR TO SEEDBED PREPARATION. AREAS

HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDES SHALL BE COVERED WITH A MINIMUM OF

14. IN ACCORDANCE WITH THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS, ANY SOIL

NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED.

COVER. IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND

ADEQUATE VEGETATIVE GROUND COVER SHALL BE REMOVED OR TREATED IN SUCH A WAY THAT IT WILL

BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT

13. AT THE TIME THAT SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING TO

DAYS AFTER FINAL GRADING.

12. PERMANENT VEGETATION IS TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN (10)

ONTO PUBLIC RIGHT-OF-WAYS WILL BE REMOVED IMMEDIATELY.

11. ALL SOIL WASHED, DROPPED, SPILLED, OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR

FEET (10’) EQUAL TO THE LOT ENTRANCE WIDTH. ALL OTHER ACCESS POINTS SHALL BE BLOCKED OFF.

ENTRANCE CONSISTING OF ONE INCH TO TWO INCH (1" - 2") STONE FOR A MINIMUM LENGTH OF TEN

AFTER INTERIOR ROADWAYS ARE PAVED, INDIVIDUAL LOTS REQUIRE A STABILIZED CONSTRUCTION

CLEAN CRUSHED STONE AT POINTS WHERE TRAFFIC WILL BE ACCESSING THE CONSTRUCTION SITE.

10. THE STANDARD FOR STABILIZED CONSTRUCTION ACCESS REQUIRES THE INSTALLATION OF A PAD OF

DAILY, AS THE INSTALLATION CONTINUES (I.E. SLOPES GREATER THAN 3:1).

9. ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND STABILIZED

STONE OR SUBBASE PRIOR TO PERMANENT DRIVEWAY CONSTRUCTION.

PRELIMINARY GRADING. ALL TEMPORARY DRIVEWAYS SHALL BE STABILIZED WITH 2 1/2" CRUSHED

NO UTILITIES ARE PRESENT, THE SUB-BASE SHALL BE INSTALLED WITHIN FIFTEEN (15) DAYS OF THE

OF IMPROVEMENTS TO STABILIZE STREETS, ROADS, DRIVEWAYS, AND PARKING AREAS. IN AREAS WHERE

8. A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND INSTALLATION

ACRE, ACCORDING TO STATE STANDARDS.

TO 2 TONS PER 2

COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A RATE OF 1

TO EROSION (I.E. STEEP SLOPES AND ROADWAY EMBANKMENTS) WILL RECEIVE TEMPORARY SEEDING IN

7. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS SUBJECT

STATE STANDARD FOR STABILIZATION WITH MULCH ONLY.

TONS PER ACRE, ACCORDING TO 2

WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF 2 TO 2

SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY COVER, THE DISTURBED AREAS WILL BE MULCHED

SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE

6. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN THIRTY (30) DAYS, AND NOT

COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE MUNICIPALITY.

SUBDIVISIONS, WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF

FOR PERMANENT MEASURES. ALL SITE WORK AND ALL WORK AROUND INDIVIDUAL LOTS IN

BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR EROSION CONTROL HAVE BEEN COMPLIED WITH

5. IN THAT N.J.S.A 4:24-39 ET. SEQ. REQUIRES THAT NO CERTIFICATES OF OCCUPANCY BE ISSUED

CONTROL STANDARDS.

RE-CERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT STATE SOIL EROSION AND SEDIMENT

SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS TO THE DISTRICT FOR

4. ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLANS WILL REQUIRE THE

IS ESTABLISHED.

SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION

3. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY MAJOR

SEDIMENT CONTROL OF NEW JERSEY.

2. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE STATE STANDARDS FOR SOIL EROSION AND

IN ADVANCE OF ANY LAND DISTURBING ACTIVITY.

1. THE SOIL CONSERVATION DISTRICT(S) SHALL BE NOTIFIED IN WRITING SEVENTY-TWO (72) HOURS

CG001

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REFERENCE

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RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

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

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

G B S

E G

C G

-1 .d g n

DATETHOMAS C. MacALLEN

B ro a d S tr e e t, C li ft o n

N J

T E

L -8

-8

B O

R O

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Submitted by:

TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION

FOR

REQUIREMENT

I V.

ESTABLISHMENT OF TEMPORARY VEGETATIVE COVER ON SOILS EXPOSED FOR PERIODS OF

SCHEDULED FOR PERMANENT SEEDING WITHIN 30 DAYS.

2 TO 6 MONTHS WHICH ARE NOT BEING GRADED, NOT UNDER ACTIVE CONSTRUCTION OR NOT

SEEDBED PREPARATION, SEEDING, MULCH APPLICATIONS, AND MULCH ANCHORING.

GRADE STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT

GUIDELINEES FOR LIMESTONE APPLICATIONS.

SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND LEGUMES. SEE THE TABLE BELOW FOR GENERAL

EQUIVALENT AND STANDARD FOR THE ABILITY OF LIMING MATERIALS TO NEUTRALIZE SOIL ACIDITY AND

THE RATE OF 2 TONS/ACRE UNLESS SOIL TESTING INDICATES OTHERWISE. CALCIUM CARBONATE IS THE

50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE. APPLY LIMESTONE AT

500 POUNDS PER ACRE OR 11 POUNDS PER 1000 SQUARE FEET OF 10-20-10 OR EQUIVALENT WITH

LOCAL RUTGERS COOPERATIVE EXTENSION OFFICES. FERTILIZER SHALL BE APPLIED AT THE RATE OF

OFFERED BY RUTGERS COOPERATIVE EXTENSION.

This is the start of the file's text. The full file is on GovTribe.

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