Amendment_6_Plans_01-29-14.pdf

GI001

O .G .M

R .O .U

T .C .M

R .H

IN

D

E X S

H E

E T N

O .1

/0

/2

A

M E

N D

M E

N T

R E

V

IS

E D

R A

W

IN

G T

IT

L E

/2

/2

A

M E

N D

M E

N T A

D D N

E W S

H E

E T S

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D :0

:2

A

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

N Y

D

B O

R D

E R

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

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

R

T

G I0

-2 .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

A

IS

IN

G

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

IO

N

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T

F

IL

E

A

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

K

C A

D D

G

B

P L

A N

S

A M

E N

D M

E

T

G

B

S E

G

R

T

G I0

.d g n

:0

:2

M

SHEET OF 124

O C

T O

B E

R

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

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

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

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

CONSTRUCTION DETAILS SIGN POST DETAIL C-511

S-411

S-50651A

NJT EASTBOUND SUBWAY TUNNEL ENTRANCE ELEVATION AND REELECTED CEILING PLAN

NJT EASTBOUND SUBWAY TUNNEL ENTRANCE ELEVATION, DETAILS, AND NOTES

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

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

T

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

/0

/2

A M

E N

D M

E N

T R

E V

IS

T E

S

/2

/2

N

O T

E S

A

N D

A

M E

N D

M E

N T R

E V

IS

T E

S A

N D A

D D

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D :3

:5

P

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

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

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

R

T

G I0

-2 .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

A

IS

IN

G

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

IO

N

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T

F

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

K

C A

D D

G

B

P L

A N

S

A M

E N

D M

E N

T

G B

S

E G

R

T

G I0

.d g n

:3

:5

P

SHEET OF 124

O C

T O

B E

R

5.

4.

3.

2.

1.

7.

6.

5.

4.

3.

2.

1.

6.

5.

4.

3.

2.

1.

1.

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

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

4.

3.

2.

1.

23.

22.

21.

20.

19.

18.

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

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.

COSTS THEREOF SHALL BE INCLUDED IN THE BID PRICE.

DAMAGE DURING CONSTRUCTION. SEPARATE PAYMENT WILL NOT BE MADE FOR THIS TASK.

DETERMINE IF ANY CONFLICTS WILL OCCUR. UTILITIES SHALL BE PROTECTED FROM

UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO THE START OF ANY WORK TO

ROADS FOR FIELD MARK-OUTS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL

CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES AND BOTH RAIL

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

CONSOLIDATED RAIL CORPORATION FOR WORK ON ITS RIGHT-0F-WAY".

ALL WORK WITHIN CONRAIL PROPERTY MUST CONFORM TO "SPECFIC REQUIRMENTS OF

FOR WORKING WITHIN OR IN VICINITY OF NEW JERSEY TRANSIT’S RIGHT-OF-WAY".

ALL WORK WITHIN N.J. TRANSIT PROPERTY MUST CONFORM TO THE "GUIDELINES

APPLICABLE.

TRANSIT RAIL TRAINING FOR CONTRACTORS AND CONRAIL SAFETY TRAINING AS

CONTRACTOR AND CREW WORKING ON RAILROAD PROPERTY MUST ATTEND ANNUAL N.J.

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

RAILROAD TRACKS.

APPROVAL PRIOR TO THE START OF ANY WORK ADJACENT TO N.J. TRANSIT OR CONRAIL

THE N.J. TRANSIT AND CONRAIL RIGHT-OF-WAY,TO THE CONTRACTING OFFICER FOR

CONTRACTOR SHALL SUBMIT A PLAN, FOR CONTROLLING RUNOFF DRAINAGE ADJACENT TO

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

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

GET NECESSARY APPROVALS. NO TIME EXTENSIONS OR MODS APPLY.

APPROVAL. CONTRACTOR SHALL BE REQUIRED TO ALLOW SUFFICIENT PERIODS OF TIME TO

SUBMITTALS TO THE NEW JERSEY TRANSIT RAILROAD AND CONRAIL FOR ITS REVIEW AND

FOR REVIEW AND APPROVAL TO THE CONTRACTING OFFICER, WHO WILL ALSO FORWARD THE

(EMBANKMENT LINE) AS DEFINED BY A 1.5H TO 1V ANGLE OF REPOSE SHALL BE SUBMITTED

COMMENCING 10FT FROM TRACK CENTERLINE THE RAILROAD TRACK INFLUENCE LINE

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

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

CONRAIL BEFORE PERFORMING ANY WORK WITHIN THE RAILROAD SERVITUDE.

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

1.

THE FLOODWALL NEAR STATION 19+80.

WORKING LIMITS ON THE PROTECTED SIDE OF THE LEVEE TO

EXTEND NORTH ALONG THE PERIMETER OF THE CONTRACTOR’S

AREA LOCATED OPPOSITE THE EXISTING PUMP STATION AND

STORAGE AREA WHERE THE ACCESS DRIVEWAY MEETS THE STORAGE

COMMENCING AT THE NORTH (PARK SIDE) OF THE CONTRACTOR’S

THE CONSTRUCTION AREA. THE FENCE SHALL BE ERECTED

TO INHIBIT PUBLIC ACCESS FROM THE PUBLIC PARK AREA TO

DISPOSE OF A 48" HIGH PLASTIC SAFETY FENCE AND POSTS

INSTALL AND UPON COMPLETION OF CONSTRUCTION REMOVE AND

FOR THE SEGMENT T RAISING THE CONTRACTOR SHALL PROVIDE,

UTILITIES

LANDSCAPING

GENERAL NOTES

SEGMENT T EMBANKMENT FILL PLACEMENT AND COMPACTION (SEGMENT T)

WORK ADJACENT TO RAILROADS

SEGMENT R-2 SOIL DISPOSAL

SEGMENT T - SAFETY FENCE

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

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

W

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

7)

VOSSELLER BROOK CHANNEL

RAILROAD SWITCH

RAILROAD SWITCH

RAILROAD SWITCH

5’ WROUGHT IRON FENCE

4’ CHAIN LINK FENCE

3.5’HAND RAIL

CB

CB

CB

CB

CB

CB

CB

CB

CB

WELL

MONIT.

CB

240’0 120’

SCALE:1"=120’

C-105

C-106

C-107

E

,0

,0

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

E

,0

,5

E

,0

,5

E

,0

,0

E

,0

,5

E

,0

,0

E

,0

,5

E

,0

,5

E

,0

,0

E

,0

,5

E

,0

,0

E

,0

,5

E

,0

,0

E

,0

,5

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

X

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

OH

GRAVEL

ASPHALT

CONC.

P

P

ASPHALT

CONC. WALK

ASPHALT

SIGNAL

RR

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

D

D

C B

C B

C B x xx x x x x x

WV

WV

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

TC

TC

TC

TCBC

BC

BC

BC

BC

BC

WV

WV

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

MH-46D

WV

Boulder

Monument

Flag Pole

Boulder

Monument

Rack

Bike

ON POLE

ELEC BOX

SIGNAL

RR

A S P

H A L

L

K

METER

WATER

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

WV

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

X

U N

T Y

M I D

D L

E S

U N

T Y

B O

U

R

O

R O

S O

M E

R S

U N

T Y

B O

U

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

K

W

STEEL GATE

12" HEADWALL

w. 4’ CLF.

w. 4’ CLF.

12" HEADWALL

w.CLF.

HEADWALL

STEEL GATE

CENTER OF BROOK

CENTER OF BROOK

CENTER OF BROOK

B R

U

IN

E

B R

U

E

B R

U

E

B R

U

E

B R

U

E

B R

U

E

B R

U S

H

L

IN

E

W E

L L

T E

E

C

E L E

C

E L E

C

VALVE

CONTROL

SPRINKLER

W

W

W

W

W

W

WWWWWWVALVE

CONTROL

SPRINKLER

W

W

W

W

W

W

WWWWWW

VALVE

CONTROL

SPRINKLER

W

W

W

W

W

W

W

W

W W W W W W W

ELEC.

T

F

O P

E

D

D

S

S

D

S

S

WV

W

W

W W

W

W

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

D

S

S

S

S

D

D

D

S

S

DD

D

D

D

D

S

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

W W

W

W

W

W

W

GV

WV

H Y D

WV

WV

GV

WV

GV

WV

WV

WV

WV

GV

WV

GV

WV

GV

GV

GV

GV

GV

WV

H

Y D

GV

H Y D

WV WV

WV

GV

GV

WV

GV

H

Y D

WV

WV

WV

WV

WV

WVWV

WV

GV

WV

WV

WV

WV

WV

W

W

W

W

W

W

W

W

WV

W V

10"W

10"W

10"W

10"W

10"W

10"W

10"W

10"W

10"W

10"W

10"W

10"W

10"W

10"W

10"W 10"W

10"W 10"W

10"W 10"W

WV

WV

W

W

W

WV

W

W

6"W

10"W

10"W

10"W

10"W

10"W

10"W

10"W

10" W

10" W

1"W

W

W

36"TEL

T

GV

GV

GV

GV

GV

GV

GV

GV

GV

GV

GV

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

"G

12"G 12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

1" G

G

G

G

G

G

10" w

10" w

10" W

10" W

10" W

10" W

W

1"W

1"W

1"W

6"W

6"W

6"W

6"W

6"W w

12G

12G

12" G

12" G

12" G

12" G

12" G

12" G

12" G

G

TRAF

TRAF

T R

A F

T R

A F

T R

A F

SHD

SHD

SHD

SHD

TRAF

TRAF

T R

A F

T R

A F

TRAF

TRAF

T R

A F

T R

A F

TRAF

TRAF

T R

A F

T R

A F

T R

A F

T R

A F

MH

SHD

T E L

W

W

G G

G

G

D

D x x

BROOK

VOSSELLER

G R

E

O O

K

G R

E

O O

K

G R

E

O O

K

G R

E

O O

K

VOSSELLER BROOK

G R

E

O O

K

A M

B R

O

O O

K

GI006

R .U

T .C .M

O .G .M

W .S

K

E Y M

A P A

N D O

P T

IO

N L

O C

A T

IO

N A

D D B

ID

O

P T

IO

N L

O C

A T

IO

N S

A M

E N

D M

E N

T R

E V

IS

E T

IT

L E T

E X

T A

N D

/0

/2

/0

/2

A D

D B

ID

O

P T

IO

N L

O C

A T

IO

N S

A M

E N

D M

E N

T R

E V

IS

E T

IT

L E T

E X

T A

N D

/0

/2

A

M E

N D

M E

N T R

E L

O C

A T

E E

L E

C T

IC

A L

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D :0

:2

A

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

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

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

R

T

G I0

-2 .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

A

IS

IN

G

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

IO

N

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T

F

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

K

C A

D D

G

B

P L

A N

S

A M

E N

D M

E N

T

G

B

S E

G

R

T

G I0

.d g n

:0

:2

SHEET OF 124

O C

T O

B E

R

C B

CB

CB

M

M

T

T

TT

M

M

T

T T T

T

T T

CB

CB

SEGMENT T

SEGMENT R-2

FLOWFLOW

T

O P

E

TOP OF SLOPE

T

O P

E

CB

CHANNEL

CB

12" HEADWALL

CB

CB

CB

STEPS

CONC.

STEPS

CONC.

A S P

H A L T

A S P

H A L T

ABUTMENT

STONE

ABUTMENT

STONE

A B

U T

M E

N T

B U

R I E

D

W A T

E R

L

IN

E

W A T

E R

L

IN

E

WATER LINE

W A T

E R

L

IN

E

W A T E R

L

IN

E

W A T

E R

L

IN

E

WATER

LI

NE

H A

M

IL

T O

N

S

T R

E E T

XX

X

X

X

X

X

CLF

CLF

X

X

CLF

X

X

X

X

X

X

TRAIL

TRAIL

TRAIL

X

CLF

X

DIRT ROAD

MH L

OCKED

MH LOCKED

(WATER)

RIM= 24.97

RIM=23.36

MH LOCKED

SAN

WM

OH

OH

OH

OH

O H

OH

O H

OH

OH

OH

OH

S O

M E

R S

U N

T Y

M I D

D L

E S

U N

T Y

CONC.

CONC.

UNPAVED DRIVE

UNPAVED DRIVE

30"

X

ELEC.

X

X

X

X

ST

X

X

X

RARITAN RIVER

T

X

X

X

X

X

X

X

X

C.O.

C.O.

D

IR

T

R O A D

W

W

X

X

AIR

T R

A N

S F

O R

M E

R

SWITCH BOX

ELEC. BOX

ELEC. BOX

ELEC. BOX

R.R. TRACK

R.R. TRACK

R.R. TRACK

R.R. TRACK

R.R. TRACK

R.R. TRACK

R.R. TRACK

R.R. TRACK

R.R. TRACK

R.R. TRACK

AIR

AIR

RIM 27.83

MH

RIM23.03

MH

RIM23.07

MH

LOCKED

LOCKED

LOCKED

RIM23.06

MH

S W

AIR

W

ST

X

S

S S

F .F

E L E

V

.5

X

BB

N

CONC.

CURB

S x x x x x

ST

N 629,500 x x x

LP

UP

LP

’ S

T O

C K

A D

E

STOCKADE6’

’ C .L .F

’ C .L .F

6’

STOCKADE

STOCKADE6’

STOCKADE6’

x x x x x x x

’ W

I

N C

E

FENCE3’ W

IRE

6’

STOCKADE

X

GRAVEL

CONC. CURB

A S

P H

A

R K

G

T

S

M E T

A M

S T E

ID

C K

X

GRAVEL

CONC. CURB

X

X

X

E

CONC. CURB

S

C

BC

B

X

CHANNEL

ELEC.

ELEC.

D

S

M E

T E

R

BRUSH LINE

BRUSH LINE

CB

CB

DI

DI

CONC.PAD

POST

BOX

METER

CONC.

X X

CAP S

ET

REBAR wit h

15.

78’

SOUTH

CAP F

OUND

IRON B

AR wit h

CAP S

ET

REBAR wit h

CAP S

ET

REBAR wit h

CAP S

ET

REBAR wit h

CAP S

ET

REBAR wit h

CAP S

ET

REBAR wit h

CAP F

OUND

POST S

ET

PK I

N F

ENCE

SURVEY C

19B, D

ATED 9

/17 /99

CONTROL P

OIN

T ASSOCIA

TES, I

NC.

PROPERTY S

URVEY AS P

ER

M A

ID

H A

M

IL

T O

N

S T

E A

EAST MAIN STREET

M O

U N

T

V E

N U

E

CONC.

POST ON

WALL

STONE

S O

M E

R S

U N T

Y

M

ID

D L E S

U N T

Y

OH

O H

OH

OH

Submitted by:

AUTHORIZED

PERSONNEL ONLY

VIOLATORS SUBJECT

TO PENALTIES PER NJSA 2C:18-3

GREEN BROOK FLOOD RISK MANAGEMENT PROJECT

(5 S.F.)

[24" X 30"]

.5

.5

.5

NO TRESPASSING

30"

L E

N G

Q U

IR

E D

FASTENER

FULL LENGTH OF TUBE

"L"

5/16" HEXAGONAL NUT

FRONT

3/8"

"L"

THE CRIMP LENGTH "L" IS 3/16" OR 1/4".

SIZE

"L"

1 1/2" (14F12)

1 3/4" (16F12)

2" (20F12)

2 1/4" (22F12)

2 1/2" (24F12)

31/32"

31/32"

31/32"

1 3/16"

1 3/16"

SQUARE-TUBE

RADIUS OF GYRATION

SECTION MODULUS

MOMENT OF INERTIA

WEIGHT

AREA

TORSIONAL FACTOR (J)

SCALE: N.T.S.

SQUARE-TUBE SUPPORT FOR PERMANENT SIGN

VANDAL-RESISTANT RIVET

GENERAL NOTES

CORNER BOLT AND NUT

TUBE (20F12)

2" SQUARE

18" LONG (24F12)

2�" SLEEVE,

MAXIMUM

2"

ANCHOR 36" LONG (22F12)

2 �" SQUARE TUBE,

2"

0.105"

7/16" DIA. HOLES

1" O.C. 4 SIDES

2" SQUARE TUBE

0.590"

2.416 lb./ft.

0.372"

0.372"

0.794"

0.500"

1" ON CENTER ALONG THE CENTER LINE OF EACH SIDE.

CORNER RADII. THE POSTS SHALL HAVE 7/16" DIAMETER HOLES SPACED

RESISTANCE WELDING AND EXTERNALLY SCARFED TO AGREE WITH THE

CAREFULLY ROLLED TO SIZE, CORNER-WELDED BY HIGH-FREQUENCY

3.THE POSTS SHALL BE 2" TUBES FORMED FROM 0.105" THICK STEEL

ACCORDANCE WITH THE REQUIREMENTS OF ASTM B-633, TYPE III, SC 1.

NUTS TO A-563, GRADE A, AND SHALL BE ELECTROGALVANIZED IN

2.BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-307 AND

ONLY TYPE III BREAKAWAY UNITS SHALL BE USED.1.

STRUCTURAL QUALITY, GRADE 50 MODIFIED TO GRADE 55.

SPECIFICATIONS FOR STEEL SHEET, A.S.T.M. DESIGNATION A653-94,

6.TUBING SHALL BE ROLL FORMED FROM STEEL CONFORMING TO STANDARD

INSTALLED OVER THE 2 1/4" SQUARE ANCHOR AND FLUSH WITH THE TOP.

5.A TUBE-REINFORCED SLEEVE, 2 1/2" SQUARE AND 18" LONG, SHALL BE

APPROXIMATELY 8" TO 12".

4". THE UPPER SIGNPOST SHALL TELESCOPE INSIDE THE ANCHOR

INSTALLED IN SOIL 2" TO 3" ABOVE THE GROUND BUT NOT HIGHER THAN

4.THE ANCHOR TUBE SHALL BE A 2 1/4" SQUARE TUBE, 30" TO 48" LONG,

PROPERTIES OF 2" SQUARE TUBE

THIS LINE SHOULD BE RED

SEGMENTS R-2 AND T.

IN THE BOROUGH OF BOUND BROOK AND ARE NOT LIMITED TO

INSTALLATION LOCATION WILL OCCUR ON ANY OF THE LEVEE SEGMENTS 3.

OFFICER.

SIGNS SHALL BE INSTALLED AS DIRECTED BY THE CONTRACTING 2.

CONTRACTOR TO SUPPLY AND INSTALL 40 SIGNS.1.

NOTES:

C-511 17 17

O .G .M

W .S

R .U

T .C .M

S

IG

N P

O S

T D

E T

A

IL

C O

N S

T R

U C

T

IO

N D

E T

A

IL

S /2

/2

A M

E N

D M

E N

T

D N

E W S

H E

E T

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D :0

:5

A

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

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

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

R

T

C -5

-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

A

IS

IN

G

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

IO

N

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T

F

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

K

C A

D D

G

B

P L

A N

S

A M

E N

D M

E N

T

G

B

S E

G

R

T

C

.d g n

:0

:5

SHEET OF 124

O C

T O

B E

R

NEW SHEET

Submitted by:

ELECTRICAL MANHOLE #1

ELEC. CONDUITS

FOR NOTES AND PANEL ELEVATION

NEMA 3R ENCLOSURE SEE SHEET E-501

ENCLOSURE 1 ELECTRICAL PANEL IN

TRANSFORMER

VAULT WITH UTILITY

EXISTING ELECTRICAL

LOCATION OF

APPROXIMATE

W/OUT CURB (TYP.)

SAW CUT IN AREA

IN-KIND

ARE TO BE RESTORED

SURFACE FINISHES

MCKIM & CREED

LIMIT OF SURVEY BY

NOTES:

2.

1.

3.

4.

5.

THROUGH C-112

DRAINAGE PLANS SEE SHEETS C-110

FOR EAST MAIN STREET STORM

S-101 THROUGH S-504.

MONOLITHS SEE STRUCTURAL SHEETS

FOR T-WALL MONOLITHS AND SLAB

SEE SHEET C-103.

FOR ACCESS ROAD PLAN AND PROFILE

PLAN SEE SHEET E-101.

FOR DRAINAGE STRUCTURE ELECTRICAL

PROFILE SEE SHEET C-104

FOR DRAINAGE PLAN AND STORM

SLAB MONOLITH NO.3

RAILROAD SWITCH

RAILROAD SWITCH

RAILROAD SWITCH

5’ WROUGHT IRON FENCE

4’ CHAIN LINK FENCE

3.5’HAND RAIL

BEAM (TYP)

0.75’X 0.55’

DEBRIS INSIDE

WOODED AREA WITH

DEBRIS INSIDE

WOODED AREA WITH

CONCRETE WALL

ASPHALT AREA WITH 0.60’

ASPHALT AREA

TOP 40.69’

DROP INLET

TOP 40.53’

DROP INLET

1.5’WALL

FFE 41.51’

FFE 41.52’

TOP 39.19’

SDMH

COVERED CONCRETE DOCK

PASSENGER ENCLOSUREMETAL/PLEXIGLASS

EXI

STI

NG

LEVEE

NO MANHOLE OBSERVED AT TIME OF SURVEY

CB

CB

CB

AT&T

AT&T

AT&T

AT&T

AT&T

48" W 48" W

NJT CABLE

NJT CABLE

" C

IP

F .M

" C

I P

F .M

10" C

IP F

.M.‘

10" C

IP F

.M.‘

10" CIP F.M.‘

10" CIP F.M.‘

E

,0

,6

E

,0

,4

E

,0

,3

E

,0

,1

E

,0

,0

E

,0

,7

N 629,250

N 629,100

N 628,950

N 629,400

S

D

D

D

S

D

D

D

5+25 5+50

5+75 6+00

6+25 6+50

6+75 7+00

7+25 7+50

7+75 8+00

8+25 8+50

8+75 9+00

9+25 9+50

9+75 10+00

10+25 10+50

10+75 11+00

11+25 11+50

11+75 12+00

12+25 12+50

12+75 13+00

13+25 13+50

13+75

N 629307.87

E 2037699.74

N 629307.33

E 2037691.68

N 629222.18

E 2037705.38

N 629221.63

E 2037697.41

.8 a c

BRICK WALKWAY

CONCRETE SIDEWALK

7+00

8+00

9+00 10+00 10+26

GV

WV

GV

WV

WV

WVWV

WV

10"W

10"W

10"W 10"W

10"W

10"W

10"W

10"W 10"W

10"W

W

WV

GV

GV

GV

GV

GV

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

"G

12"G 12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

12"G

G

G

G

G

G

G

G

G

G

E

E E

E

E

E

E

E

E

E

E E E E E

E

E

E

E E

EE

E

E E

E

E E

E E E

E E E

E E

E

SHD

SHD

T R

A F

TRAF

TRAF

TRAF

TRAF

T R

A F

T R

A F

T R

A F

MH

SHD

E E

E

E

RIM=30.32

RIM=28.98

RIM=29.47

RIM=29.45RIM=29.34

RIM=29.32

c

LOT 46

BLOCK 1

COMMERCIAL

BRICK# 204

2 STORY

LOT 45

BLOCK 1

COMMERCIAL

BRICK# 202

2 1/2 STORY

LOT 44

BLOCK 1

COMMERCIAL

BRICK# 198-202

2 STORY

EAST MAIN STREET

B

B

TRANSMISSION

TOWER

WV

1546BB

UP#

GRASS

CB

(UNDER CANOPY)

CONC. STEPS

CONC. WALL

HANDRAIL

METAL

HANDRAIL

METAL

36.82

INV

40.40

GR

36.46

INV 36.93

INV

INV 36.98

GR 40.41

INV 37.51

GR 40.43

37.49

INV

INV 36.39

GR 40.39

INV 38.00

GR 40.41

37.96

INV

STEPS

CONC.

WALL

CONC.

INV 38.38

GR 40.33

GR 40.65

INV 38.99

GR 40.83

INV 38.53

INV 38.95

38.48

INV

INV 37.84

" R

C P

IN

V

.6

INV 36.66

12" RCP

C L

A Y

" C

L A

Y

IN

V

.5

BOT 21.80

RIM 39.90

BOX

METAL

WALL

ON CONC

MET. RAIL

WALL

ON CONC

MET. RAIL

CONC.

BOOTHS

TELEPHONE

1547BB

UP#

GRASS

CB

CB

CB

CB

P

P

RIM 40.30

TOWERTRANSMISSION

DIRT ROAD

DIRT ROAD

INV 37.79

D

36.2

39.0

37.1

39.6

39.0

37.4

36.5

38.4

38.7

39.7

39.7

37.6

39.6

38.5

38.9

36.4

37.2

38.0

40.2

39.1

39.7

37.7

35.4

39.4

37.1

38.9

40.2

38.4

37.4

38.7

38.9

39.5

39.6

39.8

39.4

37.7

36.7

39.2

39.2

35.7

38.4

39.7

37.1

40.1

39.3

39.6

38.6

40.1

36.0

39.4

35.2

36.9

40.1

34.6

39.1

39.5

37.4

39.6

35.2

40.1

34.9

38.9

39.6

40.5

39.8

39.7

37.9

35.6

38.9

37.9

38.8

36.5

38.1

38.7

37.5

38.9

36.2

40.4

37.6

36.1

39.2

37.0

37.5

35.9

41.0

36.5

40.0

39.5

38.9

38.2

39.8 39.8

36.3

40.1

38.4

37.8

38.8

36.4

41.0

35.9

39.8

39.1

38.5

39.4

39.5

40.3

37.3

38.5

35.0

34.6

38.5 38.5

38.5

40.2

35.1

38.4

34.3

34.8

38.4

38.7

38.0

39.5

40.4

40.6

35.2

40.5

37.9

39.3

40.4

38.3

40.3

40.0

34.8

40.2

38.2

39.0

38.5

40.6

37.6

39.8

34.1

38.5

38.5

38.7

38.1

36.7

38.9

38.6

36.7

36.9

34.8

33.5

38.8

40.5

37.9

40.0

36.6

38.2

39.5

36.7

34.0

40.0

34.2

40.2

38.2

41.5

40.5

37.8

34.7

40.5

33.9

35.4

38.6

38.5

41.5

38.3 38.8

37.7

38.4

39.1

40.4

35.7

35.1

39.0

35.3

38.2

40.95

40.86

41.48 41.48

B2

MB35

B3

B4

90°

38.9

37.2

+0

.0

P I

.3

P I

.8

P I

.0

P I

.1

P I

82+56.75

PI

82+61.24

PI

.2

P I

83+24.76

P I

.1 0 83+41.45

LOT 68.01

TRANSPORTATION

DEPARTMENT OF

NEW JERSEY

LOT 35

CONRAIL

LOT 36

BLOCK 1

LOT 34.02

BLOCK 1

BLOCK 1

BLOCK 1

68.02

56.01

56.02

49.01

68.01

BLOCK 1

BLOCK 1

CLASS II

CLASS

I

0.8

ACCLASS

II

NEW JERSEY TRANSIT

(L

EHI

GH

VALLEY

RAI

LROAD)

CONRAI

L

(LE

HIG

H V

ALLE

Y RAILROAD)

CONRAIL

CONRAIL (PORT READING)

(PORT READING)

CSX

CLOSURE GATE

STOP LOG

EXIST. LEVEE 1

(SEE NOTE 2)

ENCLOSURE 2

DRAINAGE SWALE

FUTURE TRACK

APPROXIMATE > OF

15"�

RCP

12" � RCP PIPE

TO EXIST. M.H.

15" � RCP

CONNECT NEW

LEVEE

(SEE NOTE 4)

MONOLITH NO.2

T-WALL

FENCE

CONSTRUCTION

SAFETY

SEWER

6’ OF STONE

APPROXIMATELY

ENCASE

(SEE NOTE 4)

NOS. 3 & 4

T-WALL MONOLITH

TRENCH IN KIND

REPAVE CONDUIT

EXISTING GRADE)

CURB TO CURB (MATCH

MIL 1�" AND REPAVE

THROUGH C-112

SEE SHEETS C-110

STREET DRAINAGE PLANS

DRAIN FOR EAST MAIN

PROP. 24" RCP STORM

SEE SHEET C-115

OF MIL AND PAVING

FOR CONTINUATION

CB

EXISTING WALKWAY

M.H.

EXISTING

CB

(SEE NOTE 2)

(CASING PIPE) UNDER TRACKS

INSTALL (1) 6" STEEL

CANOPY

BRICK

1 STY.

STEPS

CONC.

STEPS

CONC.

A S P

H A L T

A S P

H A L T

GATE

GATE

LP

LP

LP CONC. RW

CLF ON

LP

LP

N 629,100

/0

/2

/2

/2

21.8

21.8

TRAIL

C O

N T L

IM

IT

S R

E L

O C

A T

E E

L E

C S

E R

V

IC

E A

M E

N D

M E

N T A

D D D

IM

E N

S

IO

N S ,R

E V

IS

E

A M

E N

D M

E N

T C

H A

N G

E N

E M

A

X T

O

R

8"

10"

10" 6"

WALL 24.45

TOP OF

" C

L A

Y

17"

8"

5"

4"

M A

T C

H L

E

E T C -1

N 628,950

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D :0

:3

A

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

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

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

R

T

C -1

-2 .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

A

IS

IN

G

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

IO

N

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T

F

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

K

C A

D D

G

B

P L

A N

S

A M

E N

D M

E N

T

G B

S E

G

R

T

C .d g n

:0

:3

SHEET OF 124

O C

T O

B E

R

R .U

T .C .M

O .G .M

W .S

60’0 30’

SCALE:1"=30’

C-102 20 20

S T

A .1

T

O S

T A .4

L E

V E

E A

N D F

L O

O D

W A

L L P

L A

N

S E

G M

E N

T R -2

24.8

25.7 26.2

26.2

UNDER CONTRACT TO USACE.

VEP APPROXIMATE DATE 1991

SUPPLEMENTAL SURVEY BY

CONTRACT TO USACE AND

2013 BY MCKIM & CREED

TOPOGRAPHIC SURVEY JUNE

27.5

N

28.8

30 30 30

(SEE NOTE 3)

12FT WIDE ACCESS ROAD

EXIST.HEADWALLS

FLOOD SIDE

34.1

34.1

34.1

34.5

F

L O

G S

34.7

34.7

X

34.8

ONE STORY BRICK BUILDING

TRAIN CARS STORED HERE AT TIME OF SURVEY

35.0

35.0

35.0

GRAVEL

35 35

35.0

35.1

35.1

35.1

35.2 35.3

35.3

35.3

35.3

35.3

35.4

35.4

L O

G S

36.1

REPAIR DETAILS AND NOTES

S-506 FOR REINFORCEMENT AND

PLATFORM SEE SHEET S-411 AND

EASTBOUND BOUND BROOK RAILROAD

GRAVEL

WORKING AREA

LIMIT OF CONTRACTORS

37.1

37.7

" C

L A

Y

(SEE NOTE 1)

FIELD INLET #2

38.1

NEW JERSEY TRANSIT

38.7

38.9

SEE SHT C-401

DRAINAGE STRUCTURE

39.0

D

F

39.6

FIELD INLET #1

NO.1 & 2

SLAB MONOLITH

(SEE NOTE 4)

MONOLITH NO.1

T-WALL 39.9

PROTECTED SIDE

MANHOLE #2

ELECTRICAL

3’-0"X3’-0" BOX

EXISTING

40.2

40.3

40.4

DI

DI

40.8 40.9

41.0

41.1

41.2

41.2

41.2

IN

V

XX

XX

41.7

5’ CLF

CLF

.3

ASPHALT PLATFORM

.1

P I

STATION BUILDING

EXISTING TRAIN

PLATFORM

BY ZAYO

OWNED AND OPERATED

FIBER OPTIC LINE

FIBER OPTIC LINES

EXISTING AND FUTURE

PROTECTION OF

8" � SLEEVES FOR

SHEET C-504

SEE DETAIL

X .7

X2 .8

EAST MAIN STREET

N 629,250

N 629,400

CLF

8’ CLF

TOE OF SLOPE

12"� RCP

CONRAI

L(

LEHI

GH

VALLEY

RAI

LROAD

HANDHOLE (TYP.)

ELECTRICAL

24"X24"X24"

E

,0

,0

E

,0

,1

E

,0

,3

E

,0

,4

E

,0

,6

E

,0

,7

REMOVED AND M.H. PLUGGED

EXISTING PIPE TO BE

WORKING AREA

LIMIT OF CONTRACTORS

Submitted by:

/2

/2

/0

/2

A D

D E

D N

O T

E N

O

A M

E N

D M

E N

T

R E

V

IS

E S

E C

A T S

T A

A M

E N

D M

E N

T A

D D E

L E

C T

R

IC

C

O N

D U

IT

C-301

W .S

R .U

T .C .M

O .G .M

S T

A T

O S

T A

L E

V E

E A

N D F

L O

O D

W A

L L C

R O

S S S

E C

T

IO

N S

S E

G M

E N

T R -2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D :0

:1

A

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

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

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

R

T

C -3

-2 .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

A

IS

IN

G

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

IO

N

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T

F

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

K

C A

D D

G

B

P L

A N

S

A M

E N

D M

E

G B

S E

G

R

T

C

.d g n

:0

:1

SHEET OF 124

O C

T O

B E

R

Y P

I

N

0 10 20 30 35-10-20-30-35

STA. 77+50

0 10 20 30 35-10-20-30-35

STA. 79+00

0 10 20 30-10-20-30-35

STA. 80+50

EL. 40.70

TOP OF LEVEE

25 25

LEVEE

TOP OF EXIST.

0 10 20 30 35-10-20-30-35

0 10 20 30 35-10-20-30-35

STA. 78+50

0 10 20 30 35-10-20-30-35

STA. 79+50

2.5

1LEVEE

2.5

1 (TYP.)

EL. 40.70

TOP OF LEVEE

25 25

0 10 20 30 35-10-20-30-35

STA. 81+00

GRADE (TYP.)

EXISTING

EL. 40.70

TOP OF LEVEE

25 25

0 10 20 30 35-10-20-30-35

STA. 80+00

EL. 40.70

TOP OF LEVEE

25 25

0 10 20 30 35-10-20-30-35

STA. 78+00

LEVEE

TOP OF EXIST.

STA. 78+34.10

> EXIST. LEVEE

GRADE (TYP.)

EXISTING

> EXIST. LEVEE

> PROP. LEVEE & T-WALL

PROTECTED SIDE FLOOD SIDE

T-WALL MONOLITH NO. 1

TOP OF LEVEE &

2.5

> PROP. LEVEE & T-WALL

NO. 3 EL. 37.25

TOP OF SLAB MONOLITH

> SLAB MONOLITH NO. 3

GRADE

PROPOSED

> PROP. LEVEE & T-WALL

> PROP. LEVEE

> PROP. LEVEE

> PROP. LEVEE

TRACK

FUTURE

10’

(TYP.)

LEVEE

NO. 1 EL. 40.70

T-WALL MONOLITH

TOP OF LEVEE AND

MONOLITH NO. 1

T-WALL

INLET NO. 1

FIELD

LEGEND

4" NO. 4 STONE BALLAST

5" NO. 3 STONE BALLAST

5" TOP SOIL AND SEEDING

COMPACTED EMBANKMENT MATERIAL

3’W X 6’ DEEP INSPECTION TRENCH

1’ DEEP EXCAVATION - STRIPPING

PROTECTED SIDE FLOOD SIDE

PROTECTED SIDE FLOOD SIDE PROTECTED SIDE FLOOD SIDE

PROTECTED SIDE FLOOD SIDE

PROTECTED SIDE

FLOOD SIDE

PROTECTED SIDE

FLOOD SIDE

PROTECTED SIDE FLOOD SIDE

PROTECTED SIDE FLOOD SIDE

ROAD

ACCESS

PAVED

ROAD

ACCESS

PAVED

HORIZ. SCALE: 1"= 10’

20’10’

VERT. SCALE: 1"= 5’

10’5’

FIBER OPTIC LINE

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

NO. 1(SEE NOTE 3)

T-WALL MONOLITH

MONOLITH NO.2

T-WALL

RCP

12" DIA.

TRACK

FUTURE

RCP

12" DIA.

RCP

15" DIA.

RCP

15" DIA.

SEE STRUCTURAL SHEETS S-101 TO S-504.

FOR T-WALL AND SLAB MONOLITHS3.

DETAIL SEE SHEET C-302.

FOR LEVEE EMBANKMENT CONSTRUCTION

FOR TYPICAL DRAINAGE SWALE AND2.

SEE SHEET C-102.

FOR LEVEE AND FLOODWALL PLAN1.

NOTES:

2 (TYP.)

SEE NOTE

REGISTERED SURVEYOR.

BALLAST. SURVEY TO BE CERTIFIED BY A NJ

INTERVALS PRIOR TO CAPPING WITH STONE

EMBANKMENT MATERIAL TOP OF LEVEE AT 50 FT.

CONTRACTOR TO PROVIDE AS-BUILT SURVEY OF4.

CONDUIT

ELECTRIC

CONDUIT

ELECTRIC

CONDUIT

ELECTRIC

/2

/2

/0

/2

A M

E N

D M

E N

T

A D

D N

O T

E N

O

A M

E N

D M

E N

T A

D D E

L E

C T

R

IC

C

O N

D U

IT

C-302

W .S

R .U

T .C .M

O .G .M

S T

A T

O S

T A .4

L E

V E

E A

N D F

L O

O D

W A

O S

S S

E C

T

IO

N S

S E

G M

E N

T R -2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D :0

:4

A

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

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

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

R

T

C -3

-2 .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

A

IS

IN

G

P R

O J E

C T S

E G

M E

N T R -2 E

X T E

N S

IO

N

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T

F

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

K

C A

D D

G

B

P L

A N

S

A M

E N

D M

E

G

B

S E

G

R

T

C .d g n

:0

:4

A

M

SHEET OF 124

O C

T O

B E

R

EL. 40.70

TOP OF LEVEE

GRADE (TYP.)

EXISTING

FILTER FABRIC

EL. 41.12

TOP OF STONE

10’

LEVEE

AREAS WITH

DISTURBED

STABILIZE

5’

2’

T Y

P

T

Y P

N

PROTECTED SIDE

FLOOD SIDE

2.5

2.5

VERT. SCALE: 1"= 5’

10’5’ 0

HORIZ. SCALE: 1"= 10’

20’10’

STA. 82+00

2.5

2.5

1 (TYP.)

EL. 40.70

TOP OF LEVEE

STA. 82+50

GRADE (TYP.)

EXISTING

EL. 40.70

TOP OF LEVEE

0 10 20 30 35-10-20-30-35

STA. 81+50

EL. 40.70

TOP OF LEVEE

0 10 20 30 35-10-20-30-35

STA. 83+41.45

10 20 30 35-10-20-30-35

STA. 83+00

EL. 40.70

TOP OF T-WALL

1 6

> PROP. LEVEE

> PROP. LEVEE

> PROP. LEVEE

> T-WALL MONOLITH NO. 3 > T-WALL MONOLITH NO. 4

PLATFORM EL. 40.95

TOP OF RAIL ROAD

EL. 40.70

MONOLITH NO. 3

TOP OF T-WALL

25 25

-35

0 10 20 30 35-10-20-30

0 10 20 30 35-10-20-30

-35

(SEE NOTE 4)

ENCLOSURE 2

ON CONC. PAD IN

ELECTRICAL PANELS

PROTECTED SIDE

FLOOD SIDE

PROTECTED SIDE

FLOOD SIDE

PROTECTED SIDE

FLOOD SIDE

PROTECTED SIDE

FLOOD SIDE

PROTECTED SIDE

FLOOD SIDE

LEGEND

4" NO. 4 STONE BALLAST

5" NO. 3 STONE BALLAST

5" TOP SOIL AND SEEDING

COMPACTED EMBANKMENT MATERIAL

3’W X 6’ DEEP INSPECTION TRENCH

1’ DEEP EXCAVATION - STRIPPING

TYPICAL DRAINAGE SWALE AND

LEVEE EMBANKMENT CONSTRUCTION DETAIL

(NTS)

FIBER OPTIC LINE

FIBER OPTIC LINE

LINE

FIBER OPTIC

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

FOR LOCATION)

(SEE SHEET C-102

DRAINAGE SWALE

REGISTERED SURVEYOR.

BALLAST. SURVEY TO BE CERTIFIED BY A NJ

INTERVALS PRIOR TO CAPPING WITH STONE

EMBANKMENT MATERIAL TOP OF LEVEE AT 50 FT.

CONTRACTOR TO PROVIDE AS-BUILT SURVEY OF5.

DETAILS, SEE SHEETS E-101 AND E-501.

FOR ELECTRICAL PANEL LOCATION AND4.

SEE STRUCTURAL SHEETS S-101 TO S-504.

FOR T-WALL AND SLAB MONOLITHS3.

DETAIL SEE SHEET C-302.

FOR LEVEE EMBANKMENT CONSTRUCTION

FOR TYPICAL DRAINAGE SWALE AND2.

SEE SHEET C-102.

FOR LEVEE AND FLOODWALL PLAN1.

NOTES:

2 (TYP.)

SEE NOTE

DRAINAGE SWALE

RCP

15" DIA.

RCP

15" DIA.

RCP

15" DIA.

CONDUIT

ELECTRIC

CONDUIT

ELECTRIC

EXIST. LEVEE

MCKIM & CREED

LIMIT OF SURVEY BY

TOP OF SILL

ELEV. 38.05’

TOP OF SILL

ELEV. 38.06’

RAILROAD SWITCH

RAILROAD SWITCH

RAILROAD SWITCH

5’ WROUGHT IRON FENCE

4’ CHAIN LINK FENCE

3.5’HAND RAIL

BEAM (TYP)

0.75’X 0.55’

DEBRIS INSIDE

WOODED AREA WITH

DEBRIS INSIDE

WOODED AREA WITH

CONCRETE WALL

ASPHALT AREA WITH 0.60’

ASPHALT AREA

TOP 40.69’

DROP INLET

TOP 40.53’

DROP INLET

1.5’WALL

FFE 41.51’

FFE 41.52’

TOP 39.19’

SDMH

M A

T C

H L I

N E

M A

T C

H L I

N E

BOLTED OVER OPENINGS

PLYWOOD SHEETS

COVERED CONCRETE DOCK

PASSENGER ENCLOSUREMETAL/PLEXIGLASS

EXI

STI

NG

LEVEE

4.5" X 3.5’

SILL DIMENSIONS

NO MANHOLE OBSERVED AT TIME OF SURVEY

INV. 24.41 36" IN & OUT

INV. 22.58 OUT

INV. 22.60 IN

RIM 35.90

STORM MH

36.82

INV

40.40

GR

36.46

INV

GR 40.65

INV 38.99

GR 40.83

INV 38.53

INV 38.95

38.48

INV

INV 37.84

CB

CB

CB

CB

INV 37.79

EL.

0.

8’

LIMIT OF DISTURBANCE

SEE SHEET CG501 (TYP.)

SILT FENCE

T-WALL

CLOSURE GATE

STOP LOG

12" � RCP

15" � RCP

12" � RCP

LIMIT OF DISTURBANCE

SOIL STOCK PILE

STAGING AREA

=2.16 ACRES

=94,145.00 SFSEGMENT R-2 AREA OF DISTURBANCE

FOR EAST MAIN STREET AREA OF DISTURBANCE SEE SHEET C-112

FOR SEGMENT T AREA OF DISTURBANCE SEE SHEET CG102

C-110 THROUGH C-112

DRAINAGE PLANS SEE SHEETS

FOR EAST MAIN STREET

PROP. 24" RCP STORM DRAIN

TRANSMISSION

TOWER

LOT

PARKING

ASPHALT

CONC. CURB

ASPHALT PARKING LOT

ASPHALT

1 1/2

STORY METAL C

OMMERCIAL

GRAVEL

CONC. WALL

C.L.F. ON

7’ C

HAIN

LI

NK F

ENCE

466BB

UP#

465BB

UP#

UP# 30

WV

1546BB

UP#

1545BB

UP#

1544BB

UP#

OH

10"

8"

GRASS

GRASS

GRAVEL

RR

SIG

NAL

RR

SIG

NAL

1557BB

UP#

RR

SIG

NAL

RR

SIG

NAL

(UNDER CANOPY)

CONC. STEPS

CONC. WALL

HANDRAIL

METAL

HANDRAIL

METAL

STEPS

CONC.

WALL

CONC.

" R

C P

IN

V

.6

INV 36.66

12" RCP

C L

A Y

" C

L A

Y

IN

V

.5

BOT 21.80

RIM 39.90

BOX

METAL

WALL

ON CONC

MET. RAIL

BOOTHS

TELEPHONE

1547BB

UP#

GRASS

P

P

RIM 40.30

TOWERTRANSMISSION

DIRT ROAD

D

D

LOT 68.01

TRANSPORTATION

DEPARTMENT OF

NEW JERSEY

LOT 35

CONRAIL

LOT 36

HOLDINGS LLC

2167/72

BLOCK 1

LOT 34.02

BLOCK 1

BLOCK 1

BLOCK 1

56.01

56.02

49.01

68.01

BLOCK 1

BLOCK 1

BLOCK 10

CLASS II

CLASS

I

0.8

ACCLASS

II

NEW JERSEY TRANSIT

(L

EHI

GH

VALLEY

RAI

LROAD)

CONRAI

L

(LE

HIG

H V

ALLE

Y RAILROAD)

CONRAIL

CONRAIL (PORT READING)

(PORT READING)

CSX

90°

38.9

37.2

+0

.0

P I

.3

P I

.8

P I

.0

P I

.1

P I

82+56.75

PI

82+61.24

PI

.2

P I

83+24.76

P I

.1 0 83+41.45

36.2

39.0

37.1

39.6

39.0

37.4

36.5

38.4

38.7

39.7

39.7

37.6

39.6

38.5

38.9

36.4

37.2

38.0

40.2

39.1

39.7

37.7

35.4

39.4

37.1

38.9

40.2

38.4

37.4

38.7

38.9

39.5

39.6

39.8

39.4

37.7

36.7

39.2

39.2

35.7

38.4

39.7

37.1

40.1

39.3

39.6

38.6

40.1

36.0

39.4

35.2

36.9

40.1

34.6

39.1

39.5

37.4

39.6

35.2

40.1

34.9

38.9

39.6

40.5

39.8

39.7

37.9

35.6

38.9

37.9

38.8

38.4

36.5

38.1

38.7

37.5

38.9

36.2

40.4

37.6

36.1

39.2

37.0

37.5

35.9

41.0

36.5

40.0

39.5

38.9

38.2

39.8 39.8

36.3

40.1

38.4

37.8

38.8

36.4

41.0

35.9

39.8

39.1

38.5

39.4

39.5

40.3

37.3

38.5

35.0

34.6

38.5 38.5

38.5

40.2

35.1

38.4

34.3

34.8

38.4

38.7

38.0

39.5

40.4

40.6

35.2

40.5

37.9

39.3

40.4

38.3

40.3

40.0

34.8

40.2

38.5

38.2

39.0

38.5

40.6

37.6

39.8

34.1

38.5

38.5

38.7

38.1

36.7

38.9

38.6

36.7

36.9

34.8

33.5

38.8

40.5

37.9

40.0

36.6

38.2

39.5

36.7

34.0

40.0

34.2

40.2

38.2

41.5

40.5

37.8

34.7

40.5

38.4

33.9

35.4

38.6

38.5

41.5

38.3 38.8

37.7

38.4

39.1

40.4

35.7

35.1

39.0

35.3

38.2

40.95

40.86

41.48 41.48

B

B

B

S

D

S

D

D

S

S

DD

D

D

D

1+25 1+50

1+75 2+00

2+25 2+50

2+75 3+00

3+25 3+50

3+75 4+00

4+25 4+50

4+75 5+00

5+25 5+50

5+75 6+00

6+25 6+50

6+75 7+00

7+25 7+50

7+75 8+00

8+25 8+50

8+75 9+00

9+25 9+50

9+75 10+00

10+25 10+50

10+75 11+00

11+25 11+50

11+75 12+00

12+25 12+50

INV. OUT=26.38’ 15"CLY

INV. IN=26.58’ 6"PVC

GRATE=28.48’

TCB=29.25’

STORM INLET TYPE ’B’

INV. OUT=22.14’ 24"RCP

INV. IN=22.14’ 24"RCP

GRATE=29.14’

TCB=29.78’

STORM INLET TYPE ’B’

INV. OUT=22.89’ 24"RCP (c)

INV. IN=25.31’ 12"ECMP (b)

INV. IN=22.93’ 24"RCP (a)

RIM=30.31’

STORM MANHOLE

RIM=29.25’

STORM MANHOLE

INV. OUT=23.58’ 18"CLY (d)

INV. IN=24.88’ 10"CLY (c)

INV. IN=26.23’ 15"CLY (b)

INV. IN=23.68’ 12"CLY (a)

RIM=29.08’

STORM MANHOLE

INV. OUT=22.16’ 24"RCP (d)

INV. IN=24.51’ 15"CLY (c)

INV. IN=24.41’ 15"RCP (b)

INV. IN=22.16’ 24"RCP (a)

RIM=29.31’

STORM MANHOLE

DRAIN

STORM

a b c a b c d a b c d

INV OUT=21.93 24"RCP(c)

INV IN=22.07 24"RCP (b)

INV IN=26.93 15"RCP (a)

RIM=31.37

STORM MANHOLE

a b c

INV. OUT=24.73’ 8"RCP (b)

INV. IN=25.05’ 15"RCP (a)

GRATE=30.07’

STORM INLET TYPE ’B’

a b a b INV OUT=25.58’ 18"RCP (b)

INV IN=25.60’ 15"RCP (a)

RIM=30.52’

STORM MANHOLE

INV OUT=26.42’ 15"RCP (b)

INV IN=26.67’ 15"RCP (a)

GRATE=31.92’

STORM INLET TYPE (B)

a b

GRATE=31.73’

STORM INLET TYPE (B)

b c d e a

INV=23.43 4"WEIRX2.5’

GRATE=30.25’

STORM INLET TYPE (B)

INV. OUT=19.49’ 30"CIP

TOP HEADWALL=24.39’

CONCRETE HEADWALL

N 629307.87

E 2037699.74

N 629307.33

E 2037691.68

N 629222.18

E 2037705.38

N 629221.63

E 2037697.41

.8 a b c

BRICK WALKWAY

BRICK WALKWAY

BRICK WALKWAY

BRICK WALKWAY

CONCRETE SIDEWALK

(SEE DETAIL "B")

INV. OUT=19.52’ 2.8’Hx3.’W CONC.

TOP HEADWALL=23.39’

CONCRETE HEADWALL

(SEE DETAIL "A")

INV. OUT=22.04’ 3’Hx3.1.’W BRICK ARCH

INV. IN=22.04’ 18"RCP (d)

INV. IN=25.66’ 6"PVC (c)

INV. IN=26.52’ 6"PVC (b)

INV. IN=21.84’ 24"RCP (a)

GRATE=30.26’

STORM INLET TYPE ’B’

INV OUT=20.76’ 2.8’Hx3.1.’W CONC.

INV IN=20.61’ 3.1’Hx3’W BRICK

INV.