VOL 1-AMENDMENT-2 PLANS Amendment 0002.pdf

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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

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GENERAL

1 G-001

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SHEET

GI001

GI003

COVER SHEET

ABBREVIATIONS

CG502

EROSION AND SEDIMENTATION CONTROL NOTES SHEET 1

EROSION AND SEDIMENTATION CONTROL NOTES SHEET 2

CG503

CG504

GI004

CG001

CG002

CG501CELLULAR CONFINEMENT SYSTEM DETAILS

NO.

REFERENCE

SHEET

TITLE

NO.

SHEET

CT503

B-601

B-101

B-102

B-103

B-104

B-105

GI005

G-101

B-602

CS401

CS402

CS403

VH601

C-101

C-102

C-103

C-104

C-105

C-201

C-202

C-301

C-302

C-303

C-304

C-305

C-306

C-307

C-308

C-309

C-310

C-311

C-312

C-313

C-314

FLOODWALL CROSS SECTIONS STA. 0+00 TO STA. 2+50

FLOODWALL CROSS SECTIONS STA. 18+00 TO STA. 19+00

FLOODWALL CROSS SECTIONS STA. 15+00 TO STA. 17+50

FLOODWALL CROSS SECTIONS STA. 12+00 TO STA. 14+50

FLOODWALL CROSS SECTIONS STA. 6+00 TO STA. 8+50

FLOODWALL CROSS SECTIONS STA. 3+00 TO STA. 5+50

LEVEE CROSS SECTIONS STA. 21+00 TO STA. 21+78

LEVEE CROSS SECTIONS STA. 22+00 TO STA. 23+00

LEVEE CROSS SECTIONS STA. 23+50 TO STA. 24+50

LEVEE CROSS SECTIONS STA. 25+00 TO STA. 26+00

LEVEE CROSS SECTIONS STA. 26+50 TO STA. 27+50

LEVEE CROSS SECTIONS STA. 28+00 TO STA. 29+00

LEVEE CROSS SECTIONS STA. 29+50 TO STA. 30+00

C-501

CIVIL - ROADWAY

C-502

C-503

C-504

C-505

C-506

C-507

CP101

C-203

C-315

CG107

CT101

C-204

ROADWAY PROFILE SEBRINGS-MILLS RD. BASELINE

ROADWAY PROFILE GREENBROOK RD. EAST AND RAMP C BASELINE

GI002

GEOTECHNICAL

ROADWAY CONSTRUCTION PLAN

TRAFFIC SIGNING AND STRIPING PLAN

CG101

CG102

CG103

CG104

CG105

EROSION CONTROL PLAN STA. 0+00 TO STA. 6+00

EROSION CONTROL PLAN STA. 6+00 TO STA. 13+00

EROSION CONTROL PLAN STA. 13+00 TO STA. 18+25

EROSION CONTROL PLAN STA. 18+25 TO STA. 25+50

EROSION CONTROL PLAN STA. 25+50 TO STA. 30+50

C-107

C-329

C-330

C-331

C-510

INDEX SHEET NO. 1

INDEX SHEET NO. 2

CS101

FLOODWALL CROSS SECTIONS STA. 9+00 TO STA. 11+50

CU101

B-603

BORING LOGS SHEET 1

BORING LOGS SHEET 2

BORING LOGS SHEET 3

C-508

C-509

DRAINAGE STRUCTURE NOS. 7 AND 8 DETAILS

DRAINAGE STRUCTURE NO. 1 DETAILS

DRAINAGE STRUCTURE NO. 2 DETAILS

DRAINAGE STRUCTURE NO. 3 DETAILS

DRAINAGE STRUCTURE NO. 4 DETAILS

DRAINAGE STRUCTURE NO. 5 DETAILS

DRAINAGE STRUCTURE NO. 6 DETAILS

DRAINAGE STRUCTURE NO. 9 DETAILS

DRAINAGE STRUCTURE NO. 10 DETAILS

CT504

INDEX SHEET NO. 3

GI006

C-316

C-317

C-318

C-319

C-320

C-321

C-322

C-323

C-324

C-325

SEBRINGS-MILLS ROAD CROSS SECTIONS STA. 7+09 TO STA. 8+00

SEBRINGS-MILLS ROAD CROSS SECTIONS STA. 8+50 TO STA. 9+50

SEBRINGS-MILLS ROAD CROSS SECTIONS STA. 12+00 TO STA. 13+00

SEBRINGS-MILLS ROAD CROSS SECTIONS STA. 13+50 TO STA. 14+50

GREENBROOK ROAD EAST CROSS SECTIONS STA. 17+50 TO STA. 18+00

GREENBROOK ROAD EAST CROSS SECTIONS STA. 18+50 TO STA. 19+00

RAMP C CROSS SECTIONS STA. 1+70 TO STA. 2+50

RAMP C CROSS SECTIONS STA. 3+00 TO STA. 3+50

99 PUMP STATION GL-4 OUTLET STRUCTURE DETAILS

CIVIL - GENERAL

FLOODWALL PROFILE STA. 0+00 TO STA. 15+00

FLOODWALL AND LEVEE PROFILE STA. 15+00 TO STA. 30+50

C-106

CG106EROSION CONTROL PLAN SHEET 6

ROADWAY GRADING PLAN

CIVIL - PUMP STATION

CT505

CD101

NOT USED

KEY MAP

LEGEND

GENERAL NOTES

C-326

ROADWAY TYPICAL SECTIONS SHEET 1

ROADWAY TYPICAL SECTIONS SHEET 2

ROADWAY TYPICAL SECTIONS SHEET 3

C-327

C-328

PUMP STATION GL-4 INVERT PLAN

C-108PUMP STATION GL-4 UPPER PLAN

PUMP STATION GL-4 SECTIONS SHEET 1

PUMP STATION GL-4 SECTIONS SHEET 2

PUMP STATION GL-4 SECTIONS SHEET 3

SEBRINGS-MILLS ROAD CROSS SECTIONS STA. 10+00 TO STA. 10+49.21

SEBRINGS-MILLS ROAD CROSS SECTIONS STA. 11+37.90

GREENBROOK ROAD EAST CROSS SECTIONS STA. 19+50

16A

16B

16C

ALIGNMENT DATA SHEET 1 ROADWAY

ALIGNMENT DATA SHEET 2 FLOODWALL

ALIGNMENT DATA SHEET 3 FLOODWALL AND LEVEE

NORTH SIDE ROADWAY DRAINAGE PLAN

BORING LOGS SHEET 6 (NOT USED)

B-604

B-605

B-606

FLOODWALL PLAN STA. 0+00 TO STA. 6+00

FLOODWALL PLAN STA. 6+00 TO STA. 13+00

FLOODWALL PLAN STA. 13+00 TO STA. 18+25

FLOODWALL AND LEVEE PLAN STA. 18+25 TO STA. 25+50

LEVEE PLAN STA. 25+50 TO STA. 30+50

UTILITY RELOCATION PLAN

PUMP STATION GL-4 SITE PLAN AND PLUMBING PLAN

CT50680

81 CT507MAINTENANCE AND PROTECTION OF TRAFFIC STAGE IV

MAINTENANCE AND PROTECTION OF TRAFFIC SUBSTAGE IIIA & IIIB

CT50276

CT50175

BORING LOCATION PLAN FLOODWALL STA. 6+00 TO STA. 13+00

BORING LOCATION PLAN FLOODWALL STA. 0+00 TO STA. 6+00

BORING LOCATION PLAN FLOODWALL STA. 13+00 TO STA. 18+50

BORING LOCATION PLAN BRIDGE AND LEVEE STA. 18+50 TO STA. 25+50

BORING LOCATION PLAN LEVEE STA. 25+50 TO STA. 30+50

HYDROLOGIC DATA GREEN BROOK DOWNSTREAM OF BOUND BROOK

BUILDING DEMOLITION PLAN

EROSION AND SEDIMENTATION CONTROL DETAILS SHEET 1

EROSION AND SEDIMENTATION CONTROL DETAILS SHEET 2

EROSION AND SEDIMENTATION CONTROL DETAILS SHEET 3

MAINTENANCE AND PROTECTION OF TRAFFIC DETAILS

MAINTENANCE AND PROTECTION OF TRAFFIC STAGE I

MAINTENANCE AND PROTECTION OF TRAFFIC STAGE II

MAINTENANCE AND PROTECTION OF TRAFFIC STAGE III

MAINTENANCE AND PROTECTION OF TRAFFIC SIGNS, LEGEND AND DETOUR

INDEX OF DRAWINGS

BORING LOGS SHEET 4

BORING LOGS SHEET 5

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

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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

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S-403

S-404

S-405

S-406

S-407

S-001

S-101

S-102

S-201

S-401

S-402

S-301

S-601

S-503

S-504

S-505

S-506

S-701

S-501

S-702

S-704

S-705

S-103

S-104

S-703

S-602

NORTH ABUTMENT PLAN AND ELEVATION

STRINGER CAMBER TABLE AND DETAILS

BEARING DETAILS

NO.

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LP001

LANDSCAPE

LANDSCAPE NOTES

LP501LANDSCAPE DETAILS

L-101

L-102

L-103

L-104

L-105

LANDSCAPE PLAN STA. 0+00 TO STA. 6+00

LANDSCAPE PLAN STA. 6+00 TO STA. 13+00

LANDSCAPE PLAN STA. 13+00 TO STA. 18+25

LANDSCAPE PLAN STA. 18+25 TO STA. 25+50

LANDSCAPE PLAN STA. 25+50 TO STA. 30+50

EXISTING BRIDGE PLAN AND ELEVATION

SOUTH ABUTMENT PLAN AND ELEVATION

ABUTMENT SECTIONS AND DETAILS

SIDEWALK AND BALUSTRADE RAILING DETAILS

DIAPHRAGM AND UTILITY SUPPORT DETAILS

MISCELLANEOUS DETAILS

S-202

S-411

S-302

S-410

S-509

S-511

S-105

S-408

S-409

FLOODWALL 5 SCALE PLAN SHEET 1

FLOODWALL 5 SCALE PLAN SHEET 2

FLOODWALL 5 SCALE PLAN SHEET 3

FLOODWALL 5 SCALE PLAN SHEET 4

L-106LANDSCAPE PLAN SHEET 6

LP002LANDSCAPE SEEDING TABLES AND NOTES

CONSTRUCTION DETAILS SHEET 1

CONSTRUCTION DETAILS SHEET 2

CONSTRUCTION DETAILS SHEET 3

CONSTRUCTION DETAILS SHEET 4

CONSTRUCTION DETAILS SHEET 5

CONSTRUCTION DETAILS SHEET 7

C-524

C-523

BEAM GUIDE RAIL

RUB RAIL

BEAM GUIDE RAIL ANCHORAGE

FLARED GUIDE RAIL TERMINAL AND TANGENT TERMINAL

CONTROLLED RELEASE TERMINALS

BEAM GUIDE RAIL END TREATMENT

GRADING AND ROADSIDE RECOVERY AREA AT FLARED AND TANGENT TERMINALS

BEAM GUIDE RAIL ATTACHMENTS

ELECTRICAL DETAILS

CIVIL CONTINUED

STRUCTURAL - T - WALL

FOUNDATION LAYOUT MONOLITHS T-1 AND T-2

S-507

C-521

C-522

LONGITUDINAL JOINTS IN HMA

C-517

C-518

C-519

C-520

PUBLIC SIDEWALK CURB RAMP DETECTABLE WARNING SURFACE

CONCRETE AND HMA ISLAND

NONVEGETATIVE SURFACE

C-525

C-526

C-527

C-528

C-530

C-531

C-532

C-533

C-534

C-535

C-536

C-537

C-538

C-539

C-529

FOUNDATION LAYOUT PI MONOLITHS PI-8 AND PI-10

S-414

T-WALL LAYOUT PLAN AND PROFILE STA. 10+89.83 TO STA. 12+22.83

T-WALL LAYOUT PLAN AND PROFILE STA. 12+22.83 TO STA. 13+17.05

T-WALL LAYOUT PLAN AND PROFILE STA. 13+17.05 TO STA. 14+39.33

S-415

S-416

S-417

S-418

S-419

S-420

S-421

S-422

S-423

C-515

C-516

C-513

C-514

NEW BRIDGE PLAN AND ELEVATIONS

I-WALL AND COMPOSITE WALL GENERAL PLAN

I-WALL AND COMPOSITE WALL PROFILE

TYPICAL COMPOSITE WALL SECTIONS

S-512

CONSTRUCTION DETAILS SHEET 6 ALUMINUM FENCE

T-WALL LAYOUT PLAN AND PROFILE STA. 14+39.33 TO STA. 15+58.66

T-WALL LAYOUT PLAN AND PROFILE STA. 15+58.66 TO STA. 16+86.67

T-WALL LAYOUT PLAN AND PROFILE STA. 16+86.67 TO STA. 18+14.67

T-WALL LAYOUT PLAN AND PROFILE STA. 18+14.67 TO STA. 19+00.00

T-WALL LAYOUT PLAN AND PROFILE STA. 9+63.72 TO STA. 10+89.83

FOUNDATION LAYOUT MONOLITHS T-3 AND T-14

S-424

C-512

C-511100

TRAFFIC CONTROL DEVICES

CIVIL - DETAILS

S-502

SOLDIER PILE WALLS DETAILS

S-508

MODULAR WALL PLAN AND DETAILS SHEET 1

MODULAR WALL PLAN AND DETAILS SHEET 2

ARCHITECTURAL FINISH DETAILS

STEEL U-POST SIGN SUPPORTS SHEET 1

STEEL U-POST SIGN SUPPORTS SHEET 2

HEADWALL DETAILS FOR 24" AND (2) 24" PIPES

NOT USED

BAR LIST

CONSTRUCTION BARRIER CURB, TYPE 4 (ALTERNATE A)

CONSTRUCTION BARRIER CURB, TYPE 4 (ALTERNATE B)

CONSTRUCTION BARRIER CURB, TYPE 4 (ALTERNATE A AND B) GENERAL NOTES

CONCRETE AND GRANITE CURB

THRIE BEAM AND W BEAM TERMINAL CONNECTOR

STRUCTURAL - I - WALL AND COMPOSITE WALL

MISCELLANEOUS DETAILS

DRAINAGE STRUCTURES DETAILS

S-510

COMPOSITE WALL FLUTED FIN FINISH DETAILS

PROPOSED FRAMING PLAN

PROPOSED DECK REINFORCEMENT PLAN

GENERAL NOTES SHEET 1

GENERAL NOTES SHEET 2 S-002

FOUNDATION LAYOUT PI MONOLITHS PI-11 AND PI-12 S-425

FOUNDATION LAYOUT DRAINAGE MONOLITH D-1 S-426

L-107LANDSCAPE PARTIAL PLAN AREA B AND PLANTING SCHEDULE

INDEX OF DRAWINGS

CONCRETE DRIVEWAY AND SIDEWALK

ABUTMENT DETAILS SHEET 1

ABUTMENT DETAILS SHEET 2

SUBSTRUCTURE STAGING PLANS AND ELEVATIONS SHEET 1

SUBSTRUCTURE STAGING PLANS AND ELEVATIONS SHEET 2

SUBSTRUCTURE STAGING PLANS AND ELEVATIONS SHEET 3

SUPERSTRUCTURE STAGING CROSS- SECTIONS SHEET 1

SUPERSTRUCTURE STAGING CROSS- SECTIONS SHEET 2

SOLDIER PILE WALLS PLAN AND ELEVATION SHEET 1

SOLDIER PILE WALLS PLAN AND ELEVATION SHEET 2

SOLDIER PILE WALLS PLAN AND ELEVATION SHEET 3

STRUCTURAL - BRIDGE

COMPOSITE WALL TO T-WALL DETAILS S-533

BRIDGE PROFILE AND CROSS-SECTIONS

STRUCTURAL DESIGN

Submitted by:

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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

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REFERENCE

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TITLE

NO.

SHEET

NO.

REFERENCE

SHEET

TITLE

NO.

SHEET

E-001

E-101

M-101

M-001

M-501

ARCHITECTURAL

A-301

A-201

A-101

A-102

ELECTRICAL

MECHANICAL

SURVEY

V-101

V-102

V-103

V-104

V-105

V-106

V-107EXISTING TOPO SHEET 7

EXISTING TOPO SHEET 6

A-501

A-502

A-503

A-504

E-102

E-401

E-501

E-502

E-503

E-601

PUMP STATION GL-4 CONTROL BUILDING FLOOR PLAN

PUMP STATION GL-4 CONTROL BUILDING ROOF AND REFLECTED CEILING PLANS

PUMP STATION GL-4 CONTROL BUILDING MECHANICAL DETAILS

A-001

S-527

S-304

S-106

S-107

S-110

S-111

PUMP STATION GL-4 PUMPING FACILITY DRAINAGE SYSTEM STRUCTURAL DETAILS

S-108

PUMP STATION GL-4 PUMPING FACILITY STRUCTURE LOWER PLAN

S-305

S-525

S-526

CONTINUED STRUCTURAL

NOT USED

E-103

E-402

E-403

E-404

M-601

STRUCTURAL - PUMP STATION AND CONTROL BUILDING

PUMP STATION GL-4 CONTROL BUILDING MECHANICAL PLAN AND SCHEDULES

E-603

E-405

A-202

PUMP STATION GL-4 CONTROL BUILDING SECTIONS

A-601PUMP STATION GL-4 CONTROL BUILDING SCHEDULES AND DETAILS

EXISTING TOPO SHEET 1

EXISTING TOPO SHEET 2

EXISTING TOPO SHEET 3

EXISTING TOPO SHEET 4

EXISTING TOPO SHEET 5

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

RAILING DETAILS

LADDER DETAILS

TYPICAL DETAILS

DRAINAGE MONOLITH CULVERT DETAILS

TYPICAL SECTION

PILE SCHEDULE

S-603

S-303

S-513

S-514

S-515

S-516

SHEET PILE DETAILS

S-531

PUMP STATION GL-4 CONTROL BUILDING MISCELLANEOUS DETAILS AND SECTIONS

NOT USED

PUMP STATION GL-4 CONTROL BUILDING ABBREVIATIONS AND SYMBOLS

PUMP STATION GL-4 PUMPING FACILITY TRASH RACK DETAILS

PUMP STATION GL-4 PUMPING FACILITY BAR SCREEN DETAILS S-529

S-528

S-517

DRAINAGE MONOLITH SECTIONS SHEET 1

DRAINAGE MONOLITH SECTIONS SHEET 2

PUMP STATION GL-4 CONTROL BUILDING FOUNDATION PLAN, SECTIONS AND DETAILS

PUMP STATION GL-4 CONTROL BUILDING ROOF FRAMING PLAN, SECTIONS AND DETAILS

PUMP STATION GL-4 CONTROL BUILDING ELEVATIONS SHEET 1

PUMP STATION GL-4 CONTROL BUILDING ELEVATIONS SHEET 2

PUMP STATION GL-4 CONTROL BUILDING DETAILS SHEET 2

PUMP STATION GL-4 CONTROL BUILDING SYMBOLS, ABBREVIATIONS & GENERAL NOTES

PUMP STATION GL-4 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS

PILING DETAILS - TENSION PILE TEST

PILING DETAILS - COMPRESSION PILE TEST

WALL JOINTS AND POSITIVE CUT-OFF

TYPICAL DETAILS

FLUTED FIN FINISH DETAILS SHEET 1

FLUTED FIN FINISH DETAILS SHEET 2

FOUNDATION LAYOUT DRAINAGE MONOLITH D-2

FOUNDATION LAYOUT DRAINAGE MONOLITH D-3

FOUNDATION LAYOUT DRAINAGE MONOLITH D-4

S-427

S-428

S-429

S-518

S-519

S-520

S-521

S-522

S-523

PUMP STATION GL-4 PUMPING FACILITY STRUCTURE UPPER PLAN AT EL. 45.00

PUMP STATION GL-4 PUMPING FACILITY STRUCTURE UPPER PLAN AT EL. 52.75

PUMP STATION GL-4 PUMPING FACILITY RETAINING WALL PLAN AND SECTIONS

S-524

S-530

S-532

PUMP STATION GL-4 PUMPING FACILITY HEADWALL DETAILS FOR 48" PIPE

PUMP STATION GL-4 CONTROL BUILDING WALL SECTIONS SHEET 1

PUMP STATION GL-4 CONTROL BUILDING WALL SECTIONS SHEET 2

E-504

PUMP STATION GL-4 BRIDGE AND ROAD POLE UTILITIES PLAN

E-602PUMP STATION GL-4 TYPICAL SLUICE AND SLIDE GATES WIRING DIAGRAMS

PUMP STATION GL-4 CONTROL BUILDING WALL SECTION AND DETAILS SHEET 1

PUMP STATION GL-4 CONTROL BUILDING MICHANICAL CONTROL DIAGRAMS

ELECTRICAL KEY PLAN OF SLUICE GATES #1 THRU #10

PUMP STATION GL-4 ELECTRICAL DETAILS SHEET 1

PUMP STATION GL-4 ELECTRICAL DETAILS SHEET 2

PUMP STATION GL-4 ELECTRICAL DETAILS SHEET 3

PUMP STATION GL-4 ELECTRICAL DETAILS SHEET 4

PUMP STATION GL-4 ONE LINE DIAGRAM

PUMP STATION GL-4 FLOODWALL CONDUIT LAYOUT & SEQUENCE OF OPERATION

PUMP STATION GL-4 PUMPING FACILITY SECTIONS SHEET 1

PUMP STATION GL-4 PUMPING FACILITY SECTIONS SHEET 2

NOT USED

NOT USED

& FIXTURE SCHEDULE

PUMP STATION GL-4 CONTROL BUILDING & PUMPING FACILITY LIGHTING PLAN

PUMP STATION GL-4 CONTROL BUILDING & PUMPING FACILITY POWER PLAN

PUMP STATION GL-4 CONTROL BUILDING & PUMPING FACILITY ELECTRICAL SITE PLAN

PUMP STATION GL-4 ROOF PLAN LIGHTNING PROTECTION & PANEL BOARD SCHEDULE

NOT USED

NOT USED

INDEX OF DRAWINGS

ELECTRICAL PART PLANS SLUICE GATES # 1, 2, 3, 4 AND 5

ELECTRICAL PART PLANS SLUICE GATES # 6, 7, 8, 9 AND 10

COMPOSITE TO T-WALL DETAILS

PUMP STATION GL-4 INTRUSION ALARM SYSTEM PLAN & RISER DIAGRAM E-604

TYPICAL SECTION S-306

S-534PUMP STATION GL-4 PUMPING FACILITY LIGHTING POLE FOUNDATION DETAILS

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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

N .J T

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B.M.

WV

GV GV

WV

COCO

REMOVE

D-5

1 STORY

FRAME

REMOVE

Fiber

6"G

8"W

6"G

8"W or

U or

S

Sign or

12"S

U

SIGN

30 LF 15" RCP

(C)

(F)

MARSH

BORCL L

(C)

(F)

BUILDINGSMon MON

T T

EXISTING PROPOSED

GENERAL

UTILITIES

DRAINAGE

ROADWAY

ITEM

LEGEND

EXISTING PROPOSED

MISCELLANEOUS ITEMS

BEAM GUIDE RAIL

GUIDE RAIL END TERMINALS

EDGE OF ROADWAY PAVEMENT

GROUND CONTOUR

BORING LOCATION

CONCRETE MONUMENT

CONCRETE BARRIER

BEAM GUIDE RAIL END ANCHORAGES

EDGE OF SHOULDER PAVEMENT

GROUNDWATER OBSERVATION WELL LOCATION

CURB

SIGN

FENCE

PROBING

TREES/SHRUBS

UNPAVED DITCH OR CHANNEL

DROP INLET OR CATCH BASIN

FLARED END SECTION

SANITARY SEWER

STREAM

MANHOLE

HEADWALL

UNDERDRAIN

STORM DRAIN

TRAFFIC LIGHT

WATER VALVE

GAS VALVE

JUNCTION BOX

CLEANOUT

WATER HYDRANT

WATER MAIN VALVE

POWER LINE UNDERGROUND

PETROLEUM PIPELINE

FIBER OPTIC

MANHOLE

GAS PIPELINE

UTILITY POLE

WATER MAIN

TELEPHONE OR COMMUNICATIONS LINE UNDERGROUND

TELEPHONE OR COMMUNICATIONS LINE OVERHEAD

POWER LINE OVERHEAD

CABLE TV

DEMOLITION OF BUILDINGS

REMOVE

ABANDON

TREE TO BE REMOVED

FRAME, CIRCULAR COVER

NEW MANHOLE, SQUARE

FOR EXISTING INLET

CAST IRON EXTENSION FRAME

BENCHMARK

CHANNEL LINING

TOP OF CUT SLOPE

TOP OF FILL SLOPE

CENTERLINE OR BASELINE

RESET HEAD (INLET OR MH)

CONCRETE PARAPET OR WALL

RIPRAP

RECONSTRUCT (INLET OR MH)

STATION EQUATION

COUNTY OR MUNICIPAL LINE

EXISTING TOPOGRAPHY

EASEMENT LINE

RAILROAD

SILT FENCE

TEST PIT

SD

15" RCP

OR

30 LF 15" RCP

CB CB

CHAIN-LINK / WOOD / ALUMINUM

PROPERTY LINE

PREVIOUS

BY URS

PERFORMED

BY URS

FUTURE

LEVEE

POND/ GRADED SLOPE

RIGHT OF WAY

WORKING AREA

LIMIT OF CONTRACTORS

GABION MATTRESS

ARTICULATED CONCRETE BLOCK

Submitted by:

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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

BOROUGH OF MIDDLESEX:

GREEN BROOK TOWNSHIP

MIDDLESEX COUNTY:

SOMERSET COUNTY:

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

(732) 968-1603

MIDDLESEX, NJ 08846

1200 MOUNTAIN AVE.

JERRY SCHAEFER, SUPERINTENDENT

DEPT. OF PUBLIC WORKS

(973) 614-0005

CLIFTON, NJ 07013

1377 BROAD STREET

T&M ASSOCIATES

MUNICIPAL ENGINEER

(732) 968-1023 X6610

GREEN BROOK, NJ 08812-2501

111 GREEN BROOK ROAD

C. RICHARD ROSEBERRY

MUNICIPAL ENGINEER/DIRECTOR OF PUBLIC WORKS

(732) 745-3283

NEW BRUNSWICK, NJ 08901

333 TOWNSEND STREET

JOHN REISER JR.

COUNTY ENGINEER/ADMINISTRATION

(908) 231-7024

SOMERVILLE, NJ 08876

20 GROVE STREET

MICHAEL J. AMOROSA

COUNTY ENGINEER

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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

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3.

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5.

4.

3.

2.

1.

AND REQUEST FOR AUTHORITY (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

TREES SHALL BE AS DIRECTED BY THE CONTRACTING OFFICER.

OF TREES TO BE REMOVED, SEE CONSTRUCTION PLANS, LOCATION OF NEW

6-INCH DIA. SHALL BE INCLUDED IN THE BID FOR PRICE. FOR LOCATION

THE FIELD BY THE CONTRACTING OFFICER. TREE REMOVAL FOR TREES UNDER

NO TREES OVER 6-INCH DIAMETER SHALL BE REMOVED UNTIL APPROVED IN

APPROVAL BY THE COUNTY 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

INCLUDED IN THE BID PRICE.

CUTTING WITH SAW AND JACKHAMMER AND THE COST THERETO SHALL BE

NO SEPARATE PAYMENT WILL BE MADE FOR DRIVEWAY, CURB AND SIDEWALK

CONTRACTING OFFICER IN THE FIELD.

EXACT LIMITS OF PAVEMENT CONSTRUCTION MAY BE ADJUSTED BY THE

AND PROPOSED PAVEMENT IN DRIVEWAY AREAS AND WHERE CONSTRUCTION ENDS.

THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS BETWEEN EXISTING

ALL TIMES UNLESS SPECIFICALLY APPROVED BY THE CONTRACTING OFFICER.

THE CONTRACTOR SHALL MAINTAIN ACCESS TO EXISTING DRIVEWAYS AT

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

COORDINATION WITH CONTRACTING OFFICER’S REPRESENTATIVE.

CONNECTED TO THE PROPOSED DRAINAGE NETWORK BY THE CONTRACTOR IN

EXISTING DRAINAGE NETWORK LOCATED ON PRIVATE PROPERTY SHALL BE

UTILITY RELOCATION DRAWING.

ALL UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED. SEE THE REFERENCED

ALL COSTS THEREOF SHALL BE INCLUDED IN THE BID PRICE.

FILL. NO SEPARATE PAYMENT WILL BE MADE FOR REMOVAL OR BACKFILLING.

ALL PIPES, STUBS, ETC. TO BE REMOVED SHALL BE BACKFILLED WITH COMMON

THE BID PRICE.

WILL NOT BE MADE FOR THIS TASK. COSTS THEREOF SHALL BE INCLUDED IN

SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. SEPARATE PAYMENT

OF ANY WORK TO DETERMINE IF ANY CONFLICTS WILL OCCUR. UTILITIES

ALL UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO THE START

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

THE CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES

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

SYNONYMOUS.

CONTRACTING OFFICER’S REPRESENTATIVE, CONTRACTING OFFICER AND COR ARE

CONSTRUCTION.

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,

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

ON THE FLOOD SIDE FOR POSITIVE DRAINAGE.

THE CONTRACTOR SHALL GRADE ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION

THE PROJECT BASELINE (B/L), SHALL BE USED TO LAYOUT 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

TOWNSHIP OF GREEN BROOK SHALL BE HELD PRIOR TO CONSTRUCTION.

AND REPRESENTATIVES OF THE COUNTY, AND THE BOROUGH OF MIDDLESEX AND

CONTRACTING OFFICE REPRESENTATIVE AND ATTENDED BY THE CONTRACTOR

A PRECONSTRUCTION MEETING ORGANIZED AND CHAIRED BY THE NYD

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

MUNICIPAL LAWS, ORDINANCES AND REGULATIONS.STATE, COUNTY AND

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL,

THE CONTRACTING OFFICER.

DESIGNATED BY PLACED BY SAME AT LOCATIONS SHOWN ON PLANS OR AS

ALL SIGNS AND BARRICADES SHALL BE FURNISHED BY THE CONTRACTOR AND

PREVENT ACCIDENTAL FALL.

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

AND ADJOINING PROPERTIES. THE CONTRACTOR PROTECT PUBLIC SAFETYTO

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

AS MODIFIED BY THE SUPPLEMENTARY SPECIFICATIONS. CONSTRUCTION",

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

ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH

UTILITIES

DRIVEWAYS

LANDSCAPINGGENERAL NOTES

PATRICIA L. WALSH

PATRICIK SCAGLIONE

SOMERSET COUNTY 2010

BOARD OF CHOSEN FREEHOLDERS

JACK M. CIATTARELLI, DIRECTOR

ROBERT ZABOROWSKI, DEPUTY DIRECTOR

PETER S. PALMER

CAROL BARRET

H. JAMES POLOS

MIDDLESEX COUNTY 2010

BOARD OF CHOSEN FREEHOLDERS

CHRISTOPHER D. RAFANO, DIRECTOR

RONALD G. RIOS, DEPUTY DIRECTOR

BLANQUITA B. VALENTI

MILDRED S. SCOTT

STEPHEN J. "PETER" DALINA

Submitted by:

B-6

FLOODWALL

N

60’

SCALE:1"= 30’

0 30’

M A

T C

H L

IN

E S

T A . 1

S

H E

E T B -1

V .N

S T

A T

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T A

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IN

G L

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A .R

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B-102

A M

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IN

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A T

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N N

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N B

Y

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2 3

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P R of Engineers

US Army Corps

D A

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S

IZ

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S U

B M

IT

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

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

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

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

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

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

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

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

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

N .J T

E L -7

-0

W il lo w b ro o k B lv d W a y n e

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

C o rp o ra ti o n

L

E V

E E M

ID

D

L E

S E

X G

R E

E N B

R O

O K

N J

S E

B R

IN

G S M

IL

L S B

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ID

G E P

S F

L O

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W A

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C T S

E G

M E

N T

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N B

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L O

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A G

E

G B S

E B

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G S

E G B

B -1

.d g n

F I

M E

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M o a w a d

S u b m i t t e d b y

P l t e

K

C A

D D G

B

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A N

S

G B S

E B

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B .d g n

:0

:1

SHEET OF 281

DATETHOMAS C. MacALLEN

J U

N E

W

CB

CB

C B

CB

M H

M H

M .B

M .B

P ost

P ost P ost

P ost P ost

M

H MH

CB

S

MH

#110

#100

#4

#53

#57

#61

#65

24" RCP

INV 33.06

12" VCP

INV 34.84

GR 42.81

RIM 43.39

R

IM

.2

R

IM

.2

B

AR

B

AR

L.

LOUIS AVENUE

LOUIS AVENUE

E

,0

,1

E

,0

,1

E

,0

,3

E

,0

,3

E

,0

,4

E

,0

,4

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X

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X

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X

X

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.8

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.0

.3

.4

.6

.5

.7

.5

.18

.3

1.5

G R

.0

R C P

IN

V

1.9

IN

V

.12

C

P

GR 42.78

INV 36.38 (OUT)INV 36.48 (IN)

INV 37.36 (OUT)

INV 37.74 (IN)

P

P

IP

8" VCP

8" ASBESTOS

S

B E S

T O

S

RIM 43.88

IN

V

.0

INV 38.53

IN

V

.3

(IN

IN

V

.13

(O

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IM

1.13

INV 35.03

IN

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.7

(IN

IN

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(O

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1.10

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B

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C K

L O

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L O T

LO

T 6

LOT 7

LO

T 8

LOT

LOT 10

6+00

7+00

8+00

9+00

+0

+0

B-7

LEGEND

BORINGS PERFORMED BY URS (2010)

BORINGS TO BE PERFORMED BY URS

PREVIOUS BORINGS BY OTHERS (1973)

B

AR

B

AR

L.

LOUIS AVENUE

LOUIS AVENUE

FLO

W lo t lo t lo t lo t lo t

R .O .W

B

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C K

L O

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LOT 7

LO

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W E

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N

,3

N

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N

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N

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N

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E

,0

,4

E

,0

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E

,0

,1

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,0

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N

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N

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N

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M A T C

H L

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7.0

7.12

7.13

7.76

.3

.3

.5

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9.67

.7

.2

.6

.6

.7

.76

.83

.9

.9

1.2

1.17

1.2

1.2

1.3

1.3

1.3

1.4

1.4

1.5

1.6

1.94

.0

.1

.2

.4

.5

.5

.6

.6

.6

.8

.8

.9

.9

.0

.1

.2

4.3

4.7

4.8

4.9

.64

.7

.8

.8

.8

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6.0

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6.69

6.79

7.0

7.61

.2

9.5

9.7

.8

.0

.1

.2

.5

.7

.73

.75

.8

.8

41.0

41.10

41.13

41.1

41.18

41.2

41.3

41.3

41.4

41.5

41.5

41.64

41.7

41.8

41.8

41.8

41.9

.18

.2

.3

.4

.4

.5

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.78

.8

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.6

.6

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.8

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4.48

.5

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.7

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.8

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.90

.90

.92

.95

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.0

.0

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.1

.2

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.3

.3

.3

.3

.44

.45

.5

.5

.5

.5

.6

.61

.8

.8

.98

.0

Submitted by:

FLOODWALL

N

60’

SCALE:1"= 30’

0 30’

B-103

M A

T C

H L

IN

E S

T A . 1

S

H E

E T B -1

M A

T C

H L

A

E

E T B -1

V .N

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US Army Corps

D A

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N A

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:2

P

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D B

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M o a w a d

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

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

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

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

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

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

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

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

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

N .J T

E L -7

-0

W il lo w b ro o k B lv d W a y n e

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

C o rp o ra ti o n

L

E V

E E M

ID

D

L E

S E

X G

R E

E N B

R O

O K

N J

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B R

IN

G S M

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L S B

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G E P

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L O

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W A

L L

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D U

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C T S

E G

M E

N T

E E

N B

R O

O K F

L O

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A M

A G

E

G B S

E B

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G S

E G B

B -1

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F I

M E

O n s y

M o a w a d

S u b m i t t e d b y

P l t e

K

C A

D D G

B

P L

A N

S

G B S

E B

R N

G S

B .d g n

:0

:2

SHEET OF 281

DATETHOMAS C. MacALLEN

J U

N E

C B

M H

M.B.

P ost

P ost G

V G

VCB

13"(D)

CONC. CURB

P

INV 32.52

O/PIPE

RIM

40.1

5 GR 38.62

GR 38

.86

4’

VIN

YL

FENCE

V

IN

N C

E

V

IN

B C

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W O

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N C

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6’ W

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WEIS

S

DRIV

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GREEN BROOK

E

,0

,6

N

,5

N

,65

N

,8

N

,95

E

,0

,7

E

,0

,9

X

X

X

X

X

Woods

Woods

FF

1.64

FF

1.4

FF

1.5

FF

1.5

FF

1.3

U

L A

M P

G B T

B T

G R B

1378GBT

B T G R B

15" RCP

INV 34.82

P

INV 32.90 (IN)INV 32.70 (OUT)

INV 33

.06

(IN)

INV 33

.01 (

OUT)

P

INV

32.68 (O

UT)

INV

37.4

3 (IN)

INV

.32 (IN)

8"

VCP

INV 3

5.03

INV 3

5.65

8"

VCP

20’ JOINT MEETING SEWER R.O.W.

S A

N

IT

A

W

S E

M E

N T

91.54

.6

9?

80.6

80.69

D R

A

IN

A

.O .W lot 21 lot 20 lot 18 lot 17

BLO

CK 71-A

S A N

IT

A

W E R

R .O .W

’ J

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T

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SEWER

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S A

N

IT

A R

Y

S

E W

.W lot 19

+0

+0

15+00

16+00

17+00

18+00

LEGEND

BORINGS PERFORMED BY URS (2010)

BORINGS TO BE PERFORMED BY URS

PREVIOUS BORINGS BY OTHERS (1973)

B-9

B-8

N

,8

N

,95

E

,0

,6

E

,0

,7

E

,0

,9

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,0

,0

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N

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N

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N

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N

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S

DRIV

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20’ JOINT MEETING SEWER R.O.W.

D R

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A

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CK 71-A

S A N

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S A

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28.7

28.9

29.4 29.8

29.9

31.6

31.8

32.1 32.1

32.3

32.4

32.5

35 35

40.2 40.2

40.2

40.4 40.4

40.5

40.8

40.8

40.8

40.8

40.9

41.4

41.6

41.8

42.1

42.4

44.7

Submitted by:

LEVEE

GL-4

PUMP STATION

N

60’

SCALE:1"= 30’

0 30’

B-104

M A

T C

H L

A

E

E T B -1

M A

T C

H L

A

E

E T B -1

S T

A T

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T A

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ID

G E L E

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B O

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IN

G L

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S O

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2 3

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A P

P R of Engineers

US Army Corps

D A

T E

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IZ

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S U

B M

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D B

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P

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M o a w a d

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

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

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

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

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

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

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

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

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

N .J T

E L -7

-0

W il lo w b ro o k B lv d W a y n e

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

C o rp o ra ti o n

L

E V

E E M

ID

D

L E

S E

X G

R E

E N B

R O

O K

N J

S E

B R

IN

G S M

IL

L S B

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ID

G E P

S F

L O

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W A

L L

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N P

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C T S

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M E

N T

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A M

A G

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G B S

E B

R N

G S

E G B

B -1

.d g n

F I

M E

O n s y

M o a w a d

S u b m i t t e d b y

P l t e

K

C A

D D G

B

P L

A N

S

G B S

E B

R N

G S

B .d g n

:0

:3

SHEET OF 281

DATETHOMAS C. MacALLEN

J U

N E

S-1

B-1 B-2

B-4 B-3

S-2

B-10 B-11

S-3

S-4

B-12

LEGEND

BORINGS PERFORMED BY URS (2010)

BORINGS TO BE PERFORMED BY URS

PREVIOUS BORINGS BY OTHERS (1973)

B

C B C

B

MH

MH

Post

Post Post

Post Post

Post

Post

W

W

W

W

W

W

W

G V

W

W

M H

M H

W

G V

W

MH

MH

CB

CB

MH

W

CO

W

8"(D)

16"(D)

13"(D)

D

CONC. GR 38.39

INV 35.59

(IN)

INV 30.91

RIM 39.1

INV N.A.

RIM 39.2

G R

.9

IN

V

.5

O U

T

IN

V

.9

G

R

.9

GR 44.67

INV 30.79

(IN)

S

6" WATER

4" GAS

15" RCP

P

10" CIP

R

IM

.9

42" RCP

T E

R

RIM 38.1

INV N.A.

RIM 38.1

INV 29.97

INV 35.65

GR 37.85

42" RCP

8" VCP

RIM 44.

INV N.A.

INV 37.48

RIM 43.

INV 31.99

RIM 39.86

O/PIPE

INV 30.50

24" RCP

INV 30.67

O/PIPE

INV 37.08

O/PIPE

I/PIPE

INV 36.79

12" RCP 12" RCP

INV 36.72

O/PIPE

I/PIPE

INV 36.14

6" PVC

T E

R

T E

R

T E

R

O/PIPE

INV 36.61

12" RCP

12" RCP

INV 30.69

OUT

RIM 38.9

INV 35.10

IN

V

.1

IN

V

.12

INV 34.11 IN

V

.6

IN

IN

V

.5

IN

IN

V

.6

IN

30"(D)

30"(D)

7"(D) 26"(D)

16"(D)

40"(D)10"(D)

15"(D)

B

D

19"(D)

(CAN’T OPEN)

INV 33.61

O/PIPE

INV 35.48

(OUT)

15"RCP

P

INV 35.71 (

OUT)

INV 36.01 (

IN)

O/PIPE

INV 31.96

(CAN’T OPEN)

(CAN’T OPEN)

V C

P

8" VCP

42" RCP

P

6" WATER

WATER METER

ABUTMENT

ABUTMENT

1733GBT

BT444GRB

W O

K

N C

E

6’ WOOD PICKET

6’ WOOD PICKET FENCE

W O

K

N C

E

W O

K

N C

E

W O

K

N C

E

15"(D)

TRIPLET

INV.

.64

INV.

.29

EDGE OF DECK

NO#

NO#

U P

M B

U P

G B

G B T

G U

Y P

O

LE

61483GBT

61486GBT

61762GB

61487GBT

61488GBT

E

,0

,9

E

,0

,0

E

,0

,2

E

,0

,3

Woods

Wetland L imits

Woods

Woods

Woods

RIM 39.00

INV XX.XX

.1

.5

.9

.2

.2

.9

.5

.1

IN

V.

9.

IN

V.

0.

CHAMBER

UP W

/LAM

P61732GBT

BT445GRB

VERITCAL PIPE

W

ATER

8" WATER

P

P

IC

K

N C

E

W O

INV. 33.44

15" RCP

XX

X

X

X

LOT 1

LOT 2

LOT 1

LOT 2

LOT 3

LOT 4

20’ JOINT MEETING SEWER R.O.W.

LOT 1

S A

N

IT

A

W

S E

M E

N T

(50’ R.O.

W.)

R .O .W

EXISTING LINE

EXISTING LINE

E X

IS

T

E

E X

IS

T

E

LOT 3

LOT 4 LOT 5

LOT 2

BLOCK 3

BLOCK 71-A

BLOCK 70-F

Iron Pipe (fd.)

TOW

NSHI

P

OF

GREEN

BROOK

MI

DDLESEX

B

OROUGH

CB

CB

CB

19+00

21+00

22+00

23+00

24+00

25+00

S L

O P

E S

L O

P E

E

,0

,3

E

,0

,5

E

,0

,6

N 638,250

N 638,400

N 638,100

N 637,800

N 637,800

N 637,650

E

,0

,0

E

,0

,2

N 637,950

E

,0

,5

E

,0

,3

E

,0

,2

E

,0

,0

N 637,950

N 638,100

N 638,250

E

,0

,9

E

,0

,7

E

,0

,9

D

C B

C B

C B

CONC. CURB

C O

N C

S

ID

E W

A L

K

C O

N C

S

ID

E W

A L

K

C O

N C

S

ID

E W

A L

K

G A

T E

C O

N C

C U

T T

E R

G R

E E

N B

R O

K

A D

FLOW

TOW

NSHI

P

OF

GREEN

BROOK

MI

DDLESEX

B

OROUGH

LOT 1

LOT 2

LOT 1

LOT 2

LOT 3

LOT 4

20’ JOINT MEETING SEWER R.O.W.

LOT 1

(50’ R.O.

W.)

R .O .W

EXISTING LINE

EXISTING LINE

E X

IS

T

E

E X

IS

T

E

LOT 3

LOT 4 LOT 5

LOT 2

BLOCK 3

BLOCK 71-A

BLOCK 70-F

Iron Pipe (fd.)

GREEN BROOK

GREENBROOK ROAD EAST

31.0

31.2

31.2

31.3

31.6

31.6

31.8

31.8

31.8

31.8

31.9

32.1

32.1

32.2

32.2

32.2

32.4

32.4

32.4

32.5

32.6

32.7

32.7

32.8 32.9

33.6

33.7

33.7

33.8

34.1

34.5

35.1

37.4

37.9

37.9

38.1 38.3

38.3

38.438.7

39.6

40.2

40.2

40.5

40.5

40.5

40.9

40.9

41.8

42.6

43.2

43.4

43.5

43.6

44.2

Submitted by:

60’

SCALE:1"= 30’

0 30’

B-105

M A

T C

H L

A

E

E T B -1

S T

A T

O S

T A

L E

V E

E

B O

R

IN

G L

O C

A T

IO

N P

L A

N

V .N

E .T

A .R

T .C .M

LEVEE

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

P

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

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

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

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

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

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

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

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

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

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

N .J T

E L -7

-0

W il lo w b ro o k B lv d W a y n e

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

C o rp o ra ti o n

L

E V

E E M

ID

D

L E

S E

X G

R E

E N B

R O

O K

N J

S E

B R

IN

G S M

IL

L S B

R

ID

G E P

S F

L O

O D

W A

L L

R E

D U

C T

IO

N P

R O J E

C T S

E G

M E

N T

E E

N B

R O

O K F

L O

O D D

A M

A G

E

G B S

E B

R N

G S

E G B

B -1

.d g n

F I

M E

O n s y

M o a w a d

S u b m i t t e d b y

P l t e

K

C A

D D G

B

P L

A N

S

G B S

E B

R N

G S

B .d g n

:0

:4

SHEET OF 281

DATETHOMAS C. MacALLEN

J U

N E

MH

MH

MH

W

W

W

(CAN’T

OPEN)

8" VCP

42" R

CP

15"

RCP

INV 33

.83

GRAVEL

ROAD

9GBT

964GBT

61490GBT

NO#

P---9-6M--

61491GBT

61493GBT

N 638,100

N 638,250

N 638,400

N 638,550

N 638,100

N 638,250

N 638,400

N 638,550

Wetlan d Lim its

P

RIM 35.07

VERITCAL PIPE

WATER

LOT 20

LOT 7

LOT 8

LOT 9

LOT 10

LOT 11

LOT 19

BLOCK 70

-F

BLOCK 70

-F

Iron Pipe

(fd.)

Iron Pipe

(fd.)

26+00

27+00

28+00

S L

O P

E S

L O

P E

SLOPE

4:1

SLOPE

5:1

B-13

DH-14

DH-13

LEGEND

BORINGS PERFORMED BY URS (2010)

BORINGS TO BE PERFORMED BY URS

PREVIOUS BORINGS BY OTHERS (1973)

N 638,550

N 638,100

N 638,250

N 638,400

N 638,550

N 638,700

E

,0

,9

E

,0

,1

E

,0

,2

E

,0

,6

E

,0

,5

E

,0

,3

N 638,400

N 638,250

N 638,100

N 637,950

E

,0

,6

E

,0

,9

E

,0

,5

E

,0

,3

E

,0

,1

E

,0

,8

E

,0

,8

GRAVEL

ROAD

LOT 20

LOT 7

LOT 8

LOT 9

LOT 10

LOT 11

LOT 19

BLOCK 70

-F

BLOCK 70

-F

Iron Pipe

(fd.)

Iron Pipe

(fd.)

GREEN BROOK

30.5

30.7

30.79

30.82

30.86

30.86

30.9

30.93

30.93

30.98

30.99

31.00

31.00

31.01

31.02

31.02

31.02

31.03

31.03

31.03

31.03

31.04

31.09 31.09

31.08

31.08

31.08

31.10

31.10

31.11

31.11

31.11

31.11

31.12

31.1

31.1

31.21

31.2

31.26

31.26

31.29

31.34

31.35

31.39

31.40

31.40 31.40

31.42

31.43

31.53

31.58 31.60

31.60

31.60

31.60

31.62

31.62

31.63

31.65

31.66

31.66

31.66

31.66

31.65

31.68

31.68

31.7

31.69

31.69

31.72

31.72

31.72

31.72

31.74

31.76

31.76

31.77 31.77

31.8

31.81

31.85

31.9

31.86

31.9

31.88

31.94

32.03

32.1

32.12

32.17

32.20

32.2

32.24

32.3

32.26

32.38

32.42

32.41

32.59

32.6

32.7

32.8

32.8

32.8

32.9

33.1

33.2

33.2

33.24

33.5

33.6

33.7

33.7

33.7

33.7

33.83 33.93

34.08

34.2

34.2

34.3

34.3

34.37

34.6

34.64

34.65

34.7

35.07

35.2

35.4

35.57

36.1

36.66 36.71

36.75 37.65

37.7

37.7 37.7

37.81

MH

37.8 37.8 37.9

37.98

38.04

38.1

38.17

38.19

38.3 38.3

38.71

38.73

38.99

39.08

39.17

39.58

40.1 40.2

40.4

40.8

/2

/2

A M

E N

D M

E N

T R

E V

IS

E B

O R

IN

G L

O C

A T

IO

N

Submitted by:

.N

S H

E E

T

B O

R

IN

G L

O G

S

B-604

A .R

T .C .M

O .G .M

16A

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 :4

:0

P

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

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

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

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

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

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

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

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

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

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

N .J T

E L -7

-0

W il lo w b ro o k B lv d W a y n e

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

C o rp o ra ti o n

L

E V

E E M

ID

D

L E

S E

X G

R E

E N B

R O

O K

N J

S E

B R

IN

G S M

IL

L S B

R

ID

G E P

S F

L O

O D

W A

L L

R E

D U

C T

IO

N P

R O J E

C T S

E G

M E

N T

E E

N B

R O

O K F

L O

O D D

A M

A G

E

A

G B S

E B

R N

G S

E G B

B -6

L

O G .d g n

F I

M E

O n s y

M o a w a d

S u b m i t t e d b y

P l t e

K

C A

D D G

B

P L

A N

S

A

G B S

E B

R N

G S

B

L O

G .d g n

:4

:0

SHEET OF 281

DATETHOMAS C. MacALLEN

J U

N E

/2

/2

A M

E N

D M

E N

T N

E W S

H E

E T

100/3"

Red Brown F. SAND, some silt, trace topsoils

Red Brown F SAND, some silt

Gray organic CLAY

Gray F-C SAND, trace silt

Brown F-C SAND, trace silt

Brown F-C SAND, trace f gravel, trace silt

Same as Above

Brown F-C SAND, trace gravel, trace silt

Same as Above

Decomposed Shale

1.7

1.6

1.0

1.3

1.2

1.4

1.3

1.5

0.1

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

Drilling

Method

Sampler

Type(s)

NX

7/1/10 - 7/7/10

Coordinates

Logged

By

Total Depth

Drilled (feet)

7/1/2010

Casing Hammer

Wt/Drop 300 lb/30" Donut

Drill Rig

Type

Undist.:

3" and 4" Steel

Core Barrel

Size/Type

2" O.D Split -spoon

40.0

Approximate Surface

Elevation (feet)

Mud Rotary

Groundwater Level and Date Measured

Core (ft):

See Boring Location Plan (6.5’ North of Proposed Location)

Hammer

Wt/Drop

30.60

DK 525

Boring Location and Comments

Drill Bit

Size/Type

A Felicetta

WGI

No. of Samples Dist.:

Drilling

Contractor

Cezar Moriera 30.0 Casing

Size/Type

Drill Rig

Operator Rock Depth

(feet)

North:

East:

637438.6201

2043451.812

3 7/8" Tricone

Date(s)

Drilled

140 lb / 30" Donut

10 10

T y p e

N u m b e r

D e p th f e e t

REMARKS/

OTHER TESTS

P la s ti c im it

L iq u id it

W a te r n t.

in e s

G r a p h ic

L o g

P e n

R e s is t.

b lo w s in

R u n

N u m b e r

R e c o v

R Q

D

R e c o v f t)

Soil Samples Rock Coring

MATERIAL DESCRIPTION

Log of Boring B-7 Project Location: Greenbrook rd. Middlesex, NJ

Project Number: 11020381 Sheet 1 of 2

Printed: 7/16/10Template: GENERAL URS LOGO Proj ID: SEBRING MILLS RD. BRIDGE.GPJ

Project: Sebrings Mills Rd. Bridge

Shale: Red Brown, fine grained, highly decomposed, closely fractured, and moderate to severly weathered soft rock

Same as Above

End Boring @ 40’ B.G.S.

R-1

R-2

Project Location: Greenbrook rd. Middlesex, NJ

Project Number: 11020381

Log of Boring B-7

Sheet 2 of 2

T y p e

N u m b e r

D e p th f e e t

REMARKS/

OTHER TESTS

P la s it

L iq it

W a n t.

e s

G r a p h ic

L o g

P e n

R e s is t.

b lo w s in

R u n

N u m b e r

R e c o v

R Q

D

R e c o v f t)

Soil Samples Rock Coring

MATERIAL DESCRIPTION

Printed: 7/16/10Template: GENERAL URS LOGO Proj ID: SEBRING MILLS RD. BRIDGE.GPJ

Project: Sebrings Mills Rd. Bridge

100/3"

Brown silty F SAND

Light Brown F SAND, some silt

Light Brown to Gray F-M SAND, some silt

Red Brown F-C SAND, trace to some silt, trace f gravel

Red Brown F-C SAND, trace silt, trace f-m gravel

Red Brown F-C SAND, trace silt

Red Brown F-C SAND, trace silt, trace f gravel

Decomposed Shale fragments

1.0

1.2

1.6

0.8

0.4

1.7

1.4

0.2

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

Perm Test @ 5’ Started

9:14 am and Ended

10:20 am 6/30/10

Drilling

Method

Sampler

Type(s)

NX

6/29/10 - 7/7/10

Coordinates

Logged

By

Total Depth

Drilled (feet)

6/29/2010

Casing Hammer

Wt/Drop 300 lb/30" Donut

Drill Rig

Type

Undist.:

4" Steel

Core Barrel

Size/Type

2" O.D Split -spoon

40.0

Approximate Surface

Elevation (feet)

Mud Rotary

Groundwater Level and Date Measured

Core (ft):

See Boring Location Plan (8.5’ North of Proposed Location)

Hammer

Wt/Drop

31.10

DK 525

Boring Location and Comments

Drill Bit

Size/Type

A Felicetta

WGI

No. of Samples Dist.:

Drilling

Contractor

Cezar Moriera 30.0 Casing

Size/Type

Drill Rig

Operator Rock Depth

(feet)

North:

East:

637590.0902

2043497.0613

3 7/8" Tricone

Date(s)

Drilled

140 lb / 30" Donut

8 10

T y p e

N u m b e r

D e p th f e e t

REMARKS/

OTHER TESTS

P la s it

L iq it

W a n t.

e s

G r a p h ic

L o g

P e n

R e s is t.

b lo w s in

R u n

N u m b e r

R e c o v

R Q

D

R e c o v f t)

Soil Samples Rock Coring

MATERIAL DESCRIPTION

Log of Boring B-8 Project Location: Greenbrook rd. Middlesex, NJ

Project Number: 11020381 Sheet 1 of 2

Printed: 7/16/10Template: GENERAL URS LOGO Proj ID: SEBRING MILLS RD. BRIDGE.GPJ

Project: Sebrings Mills Rd. Bridge

100/3"

Shale: Red Brown, fine grained, highly decomposed, closely fractured, and severly weathered soft rock

Same as Above

End Boring @ 40’ B.G.S.

0.2

S-9

R-1

R-2

Project Location: Greenbrook rd. Middlesex, NJ

Project Number: 11020381

Log of…