Plans amend 4.pdf

GREEN BROOK

GREEN BROOK SUB-BASIN OF THE RARITAN RIVER

SEGMENT R-2

SOUTH MAIN STREET CLOSURE STRUCTURE AND

REGRADING OF THE DRIVEWAY AT RAILROAD AVENUE

BOROUGH OF BOUND BROOK, NEW JERSEY

C O

V E

R S

H E

E T

A N

D

IN

D

E X

O F

D R

A W

IN

G

S

G-001

LANDSCAPE NOTES AND DETAILS

EROSION AND SEDIMENT CONTROL NOTES

EROSION AND SEDIMENT CONTROL DETAILS

COVER SHEET AND INDEX OF DRAWINGS

LP-001

CE-001

CE-501

C-401

G-001

G-002

V-101

LP-101

C-501

C-505

C-302

C-301

C-103

C-101

C-102

CT-501

RAILROAD AVENUE SITE ALIGNMENT AND CROSS SECTION REFERENCE SHEET

RAILROAD AVENUE SITE DETAIL PLAN AND GRADING

C-201

RAILROAD AVENUE SITE LANDSCAPE PLAN

RAILROAD AVENUE SITE TOPOGRAPHIC SURVEY PLAN

RAILROAD AVENUE SITE DRAINAGE AND EROSION CONTROL PLAN

FLOOD DAMAGE REDUCTION PROJECT

G-003

C-303

C-107

C-105

C-106

C-108

SOUTH MAIN STREET CLOSURE STRUCTURE DETAIL PLAN

SOUTH MAIN STREET CLOSURE STRUCTURE ALIGNMENT AND SURVEY CONTROL DATA

E-101

C-104

A-301

A-102

A-101

A-201

SOUTH MAIN STREET CLOSURE STRUCTURE BUILDING ARCHITECTURAL SECTIONS

A-501

A-001

SOUTH MAIN STREET CLOSURE STRUCTURE BUILDING ARCHITECTURAL GENERAL NOTES

SOUTH MAIN STREET CLOSURE STRUCTURE BUILDING ARCHITECTURAL PLAN AND ELEVATION

SOUTH MAIN STREET CLOSURE STRUCTURE BUILDING ARCHITECTURAL PLANS

SOUTH MAIN STREET CLOSURE STRUCTURE BUILDING ARCHITECTURAL ELEVATIONS

A-502

A-503

E-501

SOUTH MAIN STREET CLOSURE STRUCTURE BUILDING ELECTRICAL PLAN, SYMBOLS, ABBREVIATIONS AND NOTES

TITLESHEET NO.

INDEX OF ROLLER GATE CLOSURE STRUCTURE CONSTRUCTION DRAWINGS

S-312

S-303

S-302

S-301

S-111

S-101

S-402

S-401

S-311

S-403

S-121

S-221

S-315

S-112

S-313

S-314

LP-102

CT-103

V-102

SOUTH MAIN STREET CLOSURE STRUCTURE LANDSCAPE PLAN

SOUTH MAIN STREET CLOSURE STRUCTURE TOPOGRAPHIC SURVEY PLAN

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, GATE MONOLITH REMOVABLE SIDEWALK PLAN

S-521

S-222

S-522

S-223

S-524

S-523

S-525

S-131

S-526

S-241

S-601

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STRUCTURAL PLAN & PROFILE

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STORAGE MONOLITH PLAN

S-316

S-317

S-318

S-319

S-321

S-322

S-323

S-324

S-325

S-326

S-541

LOCATION MAPS AND GENERAL PLAN LAYOUT (SOUTH MAIN STREET CLOSURE STRUCTURE AND RAILROAD AVENUE)

C-202

C-502

C-503

TITLESHEET NO.

INDEX OF DRAWINGS

SHEET REFERENCE NO.

TITLESHEET NO. SHEET REFERENCE NO.

INDEX OF DRIVEWAY REGRADING AT RAILROAD AVENUE CONSTRUCTION DRAWINGS

TITLESHEET NO. SHEET REFERENCE NO.

INDEX OF ROLLER GATE CLOSURE STRUCTURE CONSTRUCTION DRAWINGS

SHEET REFERENCE NO.

SOUTH MAIN STREET CLOSURE STRUCTURE BORING LOCATION PLAN

SOUTH MAIN STREET CLOSURE STRUCTURE BORING LOGS

B-101

B-001

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, OVERALL MONOLITH FOUNDATION PLAN

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, TYPICAL MONOLITH, SECTIONS & DETAILS

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STEEL GATE RAIL & SEAL PLATE PLAN

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STEEL GATE SECTIONS

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STEEL GATE SEAL SECTIONS & DETAILS

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STEEL GATE RAIL & SEAL PLATE SECTIONS

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STEEL GATE LATCHING DETAILS

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STEEL GATE CASTER DETAILS

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STEEL GATE SECTION & DETAILS

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STEEL GATE, SECTION & DETAILS

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, T-WALL T2 MONOLITH PLAN & SECTION

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, I-WALL DETAILS

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STEEL GATE ELEVATION, SECTION & DETAILS

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, GATE MONOLITH REMOVABLE SIDEWALK PLATE DETAILS

CONSTRUCTION DETAILS - SHEET 1

CONSTRUCTION DETAILS - SHEET 2

CONSTRUCTION DETAILS - SHEET 3

C-109

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, TEMPORARY RETAINING STRUCTURE PLAN

LEGEND AND NOTES (CONTINUED)

ABBREVIATIONS AND NOTES

MAINTENANCE AND PROTECTION OF TRAFFIC PLAN, DETAILS AND GENERAL NOTES

SOUTH MAIN STREET CLOSURE STRUCTURE UTILITY RELOCATION PLAN

A-504

SOUTH MAIN STREET CLOSURE STRUCTURE DRAINAGE AND EROSION CONTROL PLAN

SOUTH MAIN STREET CLOSURE STRUCTURE SLUICE GATE AND FLAP VALVE CHAMBERS SECTION AND DETAILS

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STORAGE MONOLITH SECTIONS & DETAILS - SHEET 1

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STORAGE MONOLITH SECTIONS & DETAILS - SHEET 2

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, GATE MONOLITH SECTIONS & DETAILS - SHEET 2

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, GATE MONOLITH SECTIONS & DETAILS - SHEET 3

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, GATE MONOLITH SECTIONS & DETAILS - SHEET 4

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, GATE MONOLITH SECTIONS & DETAILS - SHEET 5

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STEEL GATE SECTIONS & DETAILS - SHEET 1

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STEEL GATE SECTIONS & DETAILS - SHEET 2

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STEEL GATE SEAL DETAILS - SHEET 1

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STEEL GATE SEAL DETAILS - SHEET 2

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, PILE SCHEDULE, SECTIONS & DETAILS

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, I-WALLS I1 & I2 ELEVATION & SECTION

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STEEL GATE RAIL & SEAL PLATE SECTIONS & DETAILS

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, GATE MONOLITH REMOVABLE SIDEWALK SECTIONS & DETAILS - SHEET 3

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, GATE MONOLITH REMOVABLE SIDEWALK SECTIONS & DETAILS - SHEET 2

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, GATE MONOLITH REMOVABLE SIDEWALK SECTIONS & DETAILS - SHEET 1

SOUTH MAIN STREET CLOSURE STRUCTURE DETOUR PLAN, SIGN DETAILS & NOTES

SOUTH MAIN STREET CLOSURE STRUCTURE BUILDING ELECTRICAL ONE LINE DIAGRAM, SCHEMATICS & DETAILS

SOUTH MAIN STREET CLOSURE STRUCTURE BUILDING ARCHITECTURAL ARCHITECTURE DETAILS - SHEET 4

SOUTH MAIN STREET CLOSURE STRUCTURE BUILDING ARCHITECTURAL ARCHITECTURE DETAILS - SHEET 3

SOUTH MAIN STREET CLOSURE STRUCTURE BUILDING ARCHITECTURAL ARCHITECTURE DETAILS - SHEET 2

SOUTH MAIN STREET CLOSURE STRUCTURE BUILDING ARCHITECTURAL ARCHITECTURE DETAILS - SHEET 1

RAILROAD AVENUE SITE CROSS SECTIONS - SHEET 1

RAILROAD AVENUE SITE CROSS SECTIONS - SHEET 2

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, GATE MONOLITH BASE SLAB PILE PLAN

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, GATE MONOLITH SECTIONS & DETAILS - SHEET 1

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STEEL GATE, ELEVATIONS, SECTIONS & DETAILS - SHEET 2

SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, STEEL GATE, ELEVATIONS, SECTIONS & DETAILS - SHEET 1

RAILROAD AVENUE SITE PROFILE AND SECTIONS

11 CONSTRUCTION DETAILS - SHEET 4 C-504

C-203SOUTH MAIN STREET CLOSURE STRUCTURE SOUTH MAIN STREET ROADWAY PROFILE

SOUTH MAIN STREET CLOSURE STRUCTURE SANITARY SEWER & STORM SEWER PROFILES AND SLUICE GATE DETAILS

SOUTH MAIN STREET CLOSURE STRUCTURE SANITARY SEWER PLAN AND PROFILE

CT-101

CT-102

87 S-320SOUTH MAIN STREET CLOSURE STRUCTURE SOUTH MAIN STREET CLOSURE STRUCTURE 47 FT.-6 IN. ROLLER GATE, GATE MONOLITH BASE SLAB DRAIN DETAILS

RAILROAD AVENUE SITE STAGING PLAN

SOUTH MAIN STREET CLOSURE STRUCTURE STAGING PLAN

RAILROAD AVENUE SITE DRAINAGE OUTFALL DETAILS

O .M

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SOUTH MAIN STREET CLOSURE STRUCTURE UST REMOVAL PLAN 1

/0

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Sheet reference number:

F

G

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A

B

C

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8 7 6 5 4 3 2 01910

E

F

Sheet of

C

I.D.

TONGUE END ON INLET

END SECTION GROOVE END

ON OUTLET END SECTION

18"6" COARSE AGGREGATE

1" MORTAR BED

A

SLOPE

C

6" COARSE

AGGREGATE

CONCRETE

CUTOFF WALL

(SEE NOTE 2)

CONCRETE

CUTOFF WALL

(SEE NOTE 2)

C-501

I.D.

A

U

C

2 3 3 1/2

28 41 54 67

87 94

12 15 18 21 24 27 30 36 42 48 54 60

5 1/2 4 1/2 3 1/4 2 3/4 2 1/2 2 1/4

72 96

34.5 47.5 60.5 101 108

72 72 72 72 72 72 96 96 96 96

DIMENSIONS (INCHES)

NOTES:

1.

2.

3.

4. THE WIDTH OF THE CONCRETE CUTOFF WALL SHALL BE EQUAL TO THE MAXIMUM

WIDTH OF THE END SECTION AS INDICATED ON THE DETAIL BY DIMENSION "C".

HOWEVER, IF THE ACTUAL MAXIMUM WIDTH EXCEEDS THE CHART VALUE OF "C",

THE WIDTH OF THE CONCRETE CUTOFF WALL SHALL EQUAL THE ACTUAL MAXIMUM

WIDTH OF THE END SECTION.

MINOR VARIATIONS TO THE ABOVE DIMENSIONS ARE ACCEPTABLE WITH THE EXCEPTION

OF THE INSIDE DIAMETER DIMENSION.

A 1 INCH THICK MORTAR BED AND A 6 INCH DEEP LAYER OF COARSE AGGREGATE ARE

REQUIRED WHEN A PRECAST CONCRETE CUTOFF WALL IS USED.

NO SEPARATE PAYMENT WILL BE MADE FOR THE CONCRETE CUTOFF WALL. THE COST

OF THE CONCRETE CUTOFF WALL SHALL BE INCLUDED IN THE COST OF THE END SECTION.

COMPACTED SUBGRADE

DRIVEWAY WIDTH VARIES

TYPICAL SECTION

N.T.S.

42A

HOT MIX ASPHALT

BASE COURSE,

MIX I-2, 4" THICK

HOT MIX ASPHALT

SURFACE COURSE,

MIX I-5, 2" THICK

42B

HOT MIX ASPHALT (HMA)

DRIVEWAY, 6" THICK

NOTES

R=1 1/4"R=1/2"

6" FACE

CURBING END SECTION

6" FACE

10’ TAPER

EXPANSION

JOINT

GUTTER LINE

4" OF DENSE GRADED

AGGREGATE BASE COURSE

(INCLUDED IN COST OF 9"x20"

CONCRETE VERTICAL CURB)

9"x20" CONCRETE CURB DETAILS

N.T.S.

N.T.S.

8" 1"

9"

EXPANSION JOINTS ALTERNATE EVERY 10 FEET WITH CONSTRUCTION

JOINTS. EXPANSION JOINTS SHALL BE FILLED WITH PREFORMED,

BITUMINOUS IMPREGNATED FIBER JOINT FILLER RECESSED 1/4" FROM

THE FACE AND TOP OF THE CURB.

ALL JOINTS SHALL EXTEND THE FULL 20" DEPTH OF THE CURB.

THE CURB SHALL BE COMPOSED OF CLASS B CONCRETE.

1.

2.

3.

RIP-RAP CUTOFF WALL

CONDUIT OUTLET PROTECTION

FLARED END SECTION

OR HEADWALL

LENGTH AND WIDTH OF APRON

AS SHOWN ON PLANS

GEOTEXTILE

GEOTEXTILE

D SIZE AND RIPRAP

THICKNESS AS SHOWN

ON PLANS

6" MIN.

COARSE

AGGREGATE

CONCRETE CUTOFF WALL

(SEE NOTE 2)

12" MIN.

STORMWATER OUTFALL PROTECTION

3’-0"

6" MIN. COARSE AGGREGATE

NOT TO SCALE

FLARED END SECTION FOR CONCRETE PIPE

2000 PSI CONCRETE

PAY LIMIT

6"6"

O.D.

AS REQUIRED OR AS

PLAN AND ELEVATION

SECTION

NOT TO SCALE

DIRECTED BY THE CONTRACTING

OFFICER REPRESENTATIVE

NOT TO SCALE

CAST IN PLACE

CONCRETE SLAB

SCHED 40 GALVANIZED

STEEL PIPE SLEEVE

FILL WITH

GROUT

ALL AROUND

TOP CURB GRADE 1/2" PREFORMED EXPANSION JOINT FILLER

(FOR CONCRETE SIDEWALK OR DRIVEWAY)

DRIVEWAY OR SIDEWALK

(AS SHOWN ON PLANS)

GUTTER

GRADE

16"

NOTES:

1. ALL MATERIALS AND WORKMANSHIP. UNLESS OTHERWISE

SPECIFED TO BE IN ACCORDANCE WITH N.J.D.O.T. STANDARD.

2. PROVIDE 1/2" PRE-FORMED EXPANSION JOINT FILLER TRIMMED

TO CONFORM TO CURB SECTION, AT P.C. & P.T. OF CURB

RETURNS AT 50’ INTERVALS ELSEWHERE.

3. USE ONLY 12’-14’ LONG BLOCKS WITHEN 10’ OF ANY CURB INLET.

4. ALL BLOCK DIMENSIONS MUST BE IN ACCORDANCE WITH THE

PROVISIONS OF SUBSECTION 910.08 OF THE SIPPLEMENTAL

SPECIFICATIONS.

SECTION B-B

GRANITE BLOCK CURB

GRANITE BLOCK WITH

1/4" TO 1/2" JOINTS

2’ (MIN.) 3’ (MAX.)

IN DRIVEWAY TRANSITION

USE 4"-8" WIDE BLOCKS

BEGIN FULL HEIGHT CONCRETE

AT REAR OF CURB BLOCKS

TOP CURB GRADE

NOMINAL W= 5"-7"

4" MIN.

8" MAX.

FORM REAR SIDE

FINISHED PAVEMENT GRADE

MAINTAIN FULL DEPTH

(20") AT DRIVEWAY

ELEVATION

16"

10"

6"

SECTION A-A

A

A

B

B

NOT TO SCALE

TOP CURB GRADE

GUTTER

GRADE

HORIZONTAL LOCATION

APPLIES HERE

DRIVEWAY OPENING

(VARIES)

NOT TO SCALE

MASONRY SAND SWEPT

JOINTS TREATED WITH

SANDLOCK SAND ADDITIVE

OR APPROVED EQUAL

CONNECTING TO CURB

ROADWAY

SURFACE

COURSE

GRASS

CONCRETE BASE COURSE, 4" THICK

DENSE GRADED AGGREGATE

BASE COURSE, 4" THICK

EXISTING OR COMPACTED SUBGRADE

GROUND STABILIZATION, IF AND WHERE

CALLED FOR BY FIELD ENGINEER

(COST TO BE INCLUDED IN BID PRICE

FOR SIDEWALK)

9"x20" CONCRETE

VERTICAL CURB

4"

3/4 " SAND SETTING COURSE

MATCH EXISTING

VARIES

TYPICAL BRICK PAVER SIDEWALK SECTION 49

SOLDIER COURSE (TYP.)

BRICK PAVER-SIDEWALK

PREFORMED EXPANSION JOINT FILLER,

IF AND WHERE CALLED FOR BY CONTRACTING

OFFICER’S REPESENTATIVE (SEE NOTE)

NOTE:

INSTALL 1/2" PREFORMED EXPANSION JOINT FILLER, ALONG THE CURB BACK,

FOR THE DEPTH OF THE CONCRETE BASE COURSE, RECESSED 3/4" FROM THE TOP

AND SEAL THE JOINT WITH HOT-POURED JOINT SEALER.

END TREATMENT FOR MILLING OPERATIONS

N.T.S.

LIMIT OF MILLING OPERATION

EXISTING PAVEMENT

SEE NOTE

NOTE:

AT THE LIMIT OF THE MILLING OPERATION, THE BITUMINOUS

MATERIAL LEFT BY THE DRUM RADIUS SHALL BE REMOVED.

SAWING OR TRANSVERSE MILLING SHALL BE USED TO INSURE

THAT THE FACE IS CLEAN AND VERTICAL. THIS END

TREATMENT IS NOT APPLICABLE TO TEMPORARY LIMITS OF

MILLING (END OF WORKDAY). IT IS APPLICABLE TO ALL AREAS

WHERE THE COMPLETED MILLING OPERATION MATCHES ANY

EXISTING PAVEMENT INCLUDING BRIDGES.

CLASS "B" CONCRETE

4 x DIAMETER OF PIPE12"

3"

OUTLET

18" FOR DIA. UP TO 40"

1/3 H FOR DIA. OVER 40"

TO BE CARRIED TO FIRM

BEARING BELOW FROST LINE

CONCRETE HEADWALL

#6 STEEL REINFORCING BARS

2 - #6 STEEL REINFORCING BARS

LENGTH = 1.5 x DIA. OF PIPE

1.

2.

GENERAL NOTES:

THE RUBBING OF HEADWALLS TO REMOVE FORM MARKS

AS REQUIRED IN THE NJDOT SPECIFICATIONS FOR CONCRETE

STRUCTURES, WILL NOT BE REQUIRED FOR HEADWALLS AT

THE BOTTOM OF EMBANKMENT IN RURAL AREAS.

ALL EDGES TO BE CHAMFERED 1 INCH.

12"

HEADWALL QUANTITY IN CUBIC YARDS

PIPE DIA.

1.0

DUCTILE IRON PIPE

9"x20"

CONCRETE

VERTICAL CURB

DENSE GRADED AGGREGATE

BASE COURSE, 4" THICK

TOPSOILING, 4" THICK

FERTILIZING AND SEEDING,

TYPE A

STRAW MULCHING

TACK COAT

6"

SURFACE COURSE, 2" THICK

SUPERPAVE HOT MIX ASPHALT 9.5M64

SUPERPAVE HOT MIX ASPHALT

19M64 INTERMEDIATE COURSE,

6" THICK (2-3" LIFTS)

42A

42B

NOT TO SCALE

NOT TO SCALE

42A

42B

HOT MIX ASPHALT SURFACE

COURSE, MIX I-5, 2" THICK

HOT MIX ASPHALT BASE

COURSE, MIX I-2, 4" THICK

COMPACTED SUBGRADE

TYPICAL LEVEE SECTION

EMBANKMENT

MATERIAL

EXISTING GRADE

NOTE:

FOR PAVED AREAS, SEE SHEET C-101

FOR ROADWAY AND DRIVEWAY PAVEMENT

DETAILS, SEE THIS SHEET

SEE SHEET C-101

FOR GRADING AND

PAVEMENT LIMITS

10’-0"

6"MIN.

6"MIN.

UNDISTURBED GROUND6"MIN.

O.D.+24"

O.D.

24" 24"

NOTE:

NOT TO SCALE

ENCASEMENT OF LOWER PIPE TO

BE CARRIED 24" IN EACH DIRECTION

BEYOND THE WALLS OF THE UPPER

CONDUIT.

DENSE GRADED AGGREGATE BASE

COURSE, 8" THICK

TYPICAL ROADWAY PAVEMENT DETAIL

SOUTH MAIN STREET

9"x20"

CONCRETE

VERTICAL CURB

DENSE GRADED AGGREGATE

BASE COURSE, 4" THICK

TOPSOILING, 4" THICK

FERTILIZING AND SEEDING,

TYPE A

STRAW MULCHING

TACK COAT

6"

SURFACE COURSE, 2" THICK

SUPERPAVE HOT MIX ASPHALT 9.5M64

SUPERPAVE HOT MIX ASPHALT

19M64 INTERMEDIATE COURSE,

6" THICK (2-3" LIFTS)

42A

42B

8 EMBANKMENT MATERIAL

BORROW EXCAVATION

ZONE 2

NOT TO SCALE

TYPICAL ROADWAY PAVEMENT DETAIL

RAILROAD AVENUE

SUBGRADE

PAVEMENT

COMPACTED

DENSE GRADED

AGGREGATE BASE

COURSE, 4" THICK

UNLESS DIRECTED

OTHER WISE BY

CONTRACTING

OFFICER

REPRESENTATIVE

SLOPE 2% MAX.

CONCRETE, 4"THICK

CLASS B, AIR ENTRAINED

CURB

VARIES

52 TYPICAL CONCRETE SIDEWALK SECTION

B

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CT-101

EXISTING LIGHT TO BE PROTECTED

APPROXIMATE

10" CIP FORCE

MAIN LOCATION

EXISTING SIGN

TO BE PROTECTED

STAGE I , RAILROAD AVENUE REGRADING

THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE CONTRACTING OFFICER’S REPRESENTATIVE

FOR REVIEW AND APPROVAL A SEQUENCE OF CONSTRUCTION. A SUGGESTION FOLLOWS.

1. SETUP CONTRACTOR STAGGING AREA.

2. INSTALL EROSION CONTROL MEASURES AND TEMPORARY SNOW FENCE. SEE DWG. C-103

3. CONSTRUCT 15-INCH STORM SEWER, DRAINAGE INLET AND FLARED END SECTION AND INSTALL

OUTLET PROTECTION.

4. EXTEND 12-INCH STORM SEWER BEYOND LIMITS OF PROPOSED FILL

5. REMOVE PAVEMENT FROM PARKING AS DIRECTED BY THE CONTRACTING OFFICER’S REPRESENTATIVE

AND MILL REMAINS PARKING LOT PAVEMENT WEST OF BUILDING & ENTRANCE TO RAILROAD AVENUE

FROM SOUTH MAIN STREET.

6. PLACE FILL AND REGRADE AROUND THE GENERATOR BUILDING AND PARKING LOT AS SHOWN

ON THE PLANS.

7. CONSTRUCT BELGIAN BLOCK CURB ALONG THE SOUTH SIDE OF THE PARKING AREA.

8. REMOVE PAVING 1/2 OF THE RAILROAD AVENUE ENTRANCE.

9. PLACE FILL AND REGRADE 1/2 OF RAILROAD AVENUE TO PROVIDE ACCESS TO PARKING AREA.

10. REPAVE PARKING LOT AREA AROUND GENERATOR BUILDING AND 1/2 OF RAILROAD AVENUE

ENTRANCE PLUS 10 FEET OF TEMPORARY PAVEMENT TO THE NORTH OF RAILROAD AVENUE

AS DIRECTED BY THE CONTRACTING OFFICER.

11. REMOVE REMAINING PAVEMENT AT RAILROAD AVENUE.

12. PLACE FILL AND REGRADE THE REMAINDER OF RAILROAD AVENUE AND THE DRAINAGE SWALE

AS SHOWN ON THE PLANS.

13. INSTALL OUTLET PROTECTION AT THE 12-INCH STORM SEWER.

14. INSTALL SLOPE PROTECTION AND SEED DRAINAGE SWALE.

15. CONSTRUCT BELGIAN BLOCK CURB ALONG THE SOUTH SIDE OF THE RAILROAD AVENUE.

16. REPAVE RAILROAD AVENUE AS DIRECTED BY THE CONTRACTING OFFICER.

17. CONSTRUCT TIMBER BACK GUARD RAIL ALONG THE SOUTH SIDE OF THE RAILROAD AVENUE.

18. REMOVE AND REINSTALL VERTICAL RAILING FOR THE STAIRCASE LEADING TO THE GENERATOR

BUILDING.

19. INSTALL LANDSCAPING.

20. REMOVE ALL EQUIPMENT AND MATERIALS AND RESTORE THE SITE AS DIRECTED BY THE

CONTRACTING OFFICER’S REPRESENTATIVE.

NOTE:

STAGE I SHALL BE THE FIRST ITEM OF WORK CONSTRUCTED

AND IT SHALL BE COMPLETED PRIOR TO INITIATING

CONSTRUCTION ON STAGE II UNLESS OTHERWISE AUTHORIZED

BY THE CONTRACTING OFFICER’S REPRESENTATIVE.

B

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G

H

8 7 6 5 4 3 2 01910

E

F

Sheet of

ELEC BOX

ON POLE

ASPHALT

UP#

E60977BB

TEL. CABLE

MARKER

WOOD BEAM

RR

SIGNAL

GVASPHALT

MILE

POST

TRAV 22

TRAV 21

W

W

C.O.

C.O.

G

G

W W

W

G

37.3

36.3

36.4

36.9

30.0

30.0

29.8

28.8

30.1

29.3

27.9

29.0

25.8

26.2

26.8

27.3

26.2

26.7

30.36

31.5

29.64

29.70

29.89

30.34

30.28

30.45

34.0

35.4

35.2

32.8

32.6

37.2

36.2

36.0

36.2

36.0 36.9

36.2

35.7

23.8

22.1 22.3 22.1

34.5

36.0

34.5

35.8

22.2

22.2

23.9

22.3

22.222.4

34.534.2

34.334.0

35.4

33.8

35.5

34.1

35.0

35.5

34.5

33.6

34.2

35.4 35.3

35.4

35.3

32.6

31.7

30.7

25.5

29.6

33.5

35.3

22.7

22.3

27.5

27.3

26.9

25.6

26.0

24.6

23.4

25.4

25.9

22.6

29.0

29.8

29.35

29.59

28.92

27.20

30.07 29.68

29.58

30.13

30.28

31.05

31.4

31.23

32.8 32.5

33.0 33.3

36.0

33.2 32.9

33.1

32.7

35.3

31.6

31.7

31.3

31.0

30.9

30.2

30.3

STONE

STEPS

UP#

PS187BB

METAL

BARRIER

C-106

DEMOLITION AND DEBRIS REMOVAL REQUIREMENTS:

NOTES:

GENERAL NOTES:

5. NO SEPARATE PAYMENT SHALL BE MADE FOR "REMOVE" OR "RELOCATE" ITEMS,

ALL COSTS THEREOF ARE TO BE INCLUDED IN THE BID.

6. NO SEPARATE PAYMENT SHALL BE MADE FOR ADDITIONAL MATERIALS REQUIRED

FOR BACKFILLING. ALL COST SHALL BE INCLUDED IN THE BID.

N.I.C.

N.I.C.

DEMOLITION OF THE 1-STORY BOLMER BUILDING ADDITION HAS BEEN ELIMINATED

FROM THIS CONTRACT. THE BOROUGH OF BOUND BROOK IS PLANNING TO DEMO

THE ENTIRE BOLMER BUILDING INCLUDING THE ADDITION.

NOTE:

1. GEOPHYSICAL SURVEY UTILIZING APPROPRIATE SURFACE GEOPHYSICAL

METHODS, CAPABLE OF DETECTING METAL CONTAINERS TO A DEPTH OF

20 FEET, SHALL BE CONDUCTED TO DETERMINE THE PRESENCE OR ABSENCE

OF USTs.

2. UNDERGROUND STORAGE TANKS SHALL BE CLOSED AND REMOVED IN

ACCORDANCE WITH NJDEP REQUIREMENTS, N.J.A.C. 7:26E-6.3 (B). SOIL

SAMPLING AND ANALYSIS SHALL BE CONDUCTED AS REQUIRED.

3. IF CONTAMINATED GROUNDWATER IS ENCOUNTERED AT THE SITE, SPECIAL

PROVISIONS FOR HANDLING OF CONTAMINATED GROUNDWATER AND HEALTH

AND SAFETY ISSUES RELATED TO POTENTIAL EXPOSURE TO CONTAMINATED

GROUNDWATER, SHALL BE AGREED UPON BETWEEN THE CONTRACTING AGENCY

AND THE CONTRACTOR, PRIOR TO THE START OF ANY RELATED WORK ACTIVITY.

E. STORAGE TANK SYSTEMS

A FIELD INSPECTION PERFORMED AT THE SITE INDICATED THE PRESENCE OF A VENT PIPE BEHIND THE

BUILDING. THE CONTRACTOR SHALL VERIFY IF UNDERGROUND STORAGE TANKS ARE PRESENT ON THE

PROPERTY AND THE ACTUAL SIZE.

THE CONTRACTOR SHALL REMOVE AND DISPOSE OF PETROLEUM PRODUCT WHERE UST’S ARE PRESENT, AND RELATED PIPING SYSTEMS AND APPURTENANCES. TANK CLOSURES SHALL INCLUDE EXCAVATION AND

DISPOSAL OF RESIDUAL FUEL PRODUCT WHERE ENCOUNTERED. THE CONTRACTOR SHALL PREPARE AND SUBMIT

ALL DOCUMENTS TO OBTAIN PERMITS AND APPROVALS NECESSARY FOR THE WORK AS REQUIRED BY ALL

APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS (e.g. N.J.A.C. 7:14B AND N.J.A.C. 7;26E). ALL

PERMITS AND TESTING SHALL BE PAID BY THE CONTRACTOR.

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

F

Sheet of

1 STY.

CONC BLK.

1 STY.

STORAGE

CONC. SLAB

PILE

CB

CB

GRAVEL

BORING GB-19

BRUSH

RIM 21.6

INV 19.0

RIM 21.5

INV 19.1

UP#

61300BB

UP#

PS6BB

WV

WV

GV

GV

GV

2 STY. BRICK

BOUND BROOK PUBLIC WORKS DEPT.

C-107

LIMIT OF CONTRACTORS

WORKING AREA

REMOVE 48 LF OF

6" GAS

INSTALL 23 LF OF

30" DIA. STEEL SLEEVE

INSTALL 19 LF OF

20" DIA. STEEL SLEEVE

INSTALL 19 LF OF

36" DIA. STEEL SLEEVE

36" FIBER OPTIC TELEPHONE

BANK TO BE PROTECTED

CONSTRUCT 194 LF OF

24" DIP SANITARY SEWER

PROPOSED MANHOLE

S.S. MH-2

REMOVE AND REPLACE

SANITARY MANHOLE

S.S. MH-3

REMOVE EXISTING

15" RCP STORM SEWER

AS NEEDED AND PLUG

CONSTRUCT 173 LF OF

12" DIP WATER MAIN

CONSTRUCT 29 LF OF

18" DIP STORM SEWER

CONSTRUCT 16 LF OF

18" DIP STORM SEWER

CONSTRUCT 33 LF OF

15" RCP STORM SEWER

CONSTRUCT 10 LF OF

6" PVC STORM SEWER

CONSTRUCT 8 LF OF

15" RCP STORM SEWER

SLUICE

GATE

CHAMBER

PROPOSED MANHOLE

S.D. MH-1

FLAP GATE CHAMBER

INLET TYPE "A"

REMOVE EXISTING 12" DIP

WATER MAIN AS NEEDED

AND CAP

CONSTRUCT 29 LF OF

18" DIP STORM SEWER

NEW 12" DIA. WATER VALVE

REMOVE EXISTING

MANHOLE AS NEEDED

SANITARY LINE TO

BE PLUGGED AND

ABANDONED IN PLACE

REMOVE AND REPLACE

BRICK PAVER SIDEWALK

AND CURB

CONSTRUCT 47 LF OF

8" PVC SANITARY SEWER

CONSTRUCT 50 LF

OF 6" GAS MAIN

INSTALL 19 LF OF

12" DIA. STEEL SLEEVE

CONSTRUCT 53 LF OF

24" DIP SANITARY SEWER

REMOVE AND REPLACE

SANITARY MANHOLE

S.S. MH-1

SAN. SLUICE

GATE CHAMBER

REMOVE EXISTING

21" SANITARY SEWER

AS NEEDED AND

ABANDONED IN

PLACE PLUG

WALL-MOUNTED

ELECTRIC WINCH

REMOVE AND REPLACE

BRICK PAVER SIDEWALK

AND CURB AS DIRECTED

BY THE CONTRACTING

OFFICER PRIOR

EXISTING SPARE

CONDUITS (REUSE)

WALL-MOUNTED

ELECTRIC WINCH

INSTALL 68 LF OF

2" CONDUIT

3-1" CONDUITS

INSTALL 56 LF EACH

JUNCTION BOX

FOR CONTINUATION

OF CONDUITS, SEE

SHEET E-101

PROPOSED CABINET

FOR FLOOD

CONTROL GATE

WITH NEW CONC.

PAD

EXIST.TYPE M

CABINET WITH

EXIST CONC.

PAD

EXIST. INCOMING

ELEC. SERVICE

FEEDER

NOTES:

1. FOR SANITARY PLAN AND PROFILE, SEE SHEETS C-109 AND C-202.

2. FOR DRAINAGE AND EROSION CONTROL PLAN, SEE SHEET C-108.

3. FOR SLUICE GATE AND FLAP VALVE CHAMBERS SECTION AND DETAIL,

SEE SHEET C-303.

4. FOR ROLLER GATE SLAB FOUNDATION, SEE SHEETS S-403, S-313 AND S-601.

5. FOR ELECTRIC PLAN, SEE SHEET E-101.

6. CONTRACTOR TO CONFIRM LOCATION AND ELEVATION OF ALL UTILITIES PRIOR

TO CONSTRUCTION.

7. ALL TREES WITHIN PROJECT LIMITS 6" DIA. OR LARGER SHALL BE FLAGGED

AND PROTECTED TO THE EXTENT PRACTICAL, AND AS DIRECTED BY THE

CONTRACTING OFFICER. SEE SHEET LP-001 FOR TREE PROTECTION DETAIL.

8. SEQUENCE OF CONSTRUCTION FOR PROPOSED AND TEMPORARY UTILITY’S TO

BE DEVELOPED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING

OFFICER PRIOR TO CONSTRUCTION.

9. TEMPORARY GAS MAIN TO BE INSTALLED AND EXISTING GAS MAIN TO BE REMOVED

PRIOR TO DRILLING OF 3’ DIA. CAISSONS P7 AND P17. LOCATION OF TEMPORARY GAS

MAIN TO BE APPROVED BY THE CONTRACTING OFFICER AND PSE&G. TEMPORARY GAS

MAIN TO BE REMOVED PRIOR TO CONNECTION OF PERMANENT GAS LINE.

TEMPORARY GAS MAIN 1

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

F

Sheet of

1 STY.

CONC BLK.

ELEC BOX

ON POLE

RR SIGNAL

TRAV 22

WV METAL

SHED

METAL BOX

ON POLE

METAL

BARRIER

CONC.

RW CONC. STEPS

RR

SIGNAL

RIM 21.4

INV 18.8

CB

CB

CB

GRAVEL

BORING GB-19

BRUSH

RIM 21.6

INV 19.0

RIM 21.5

INV 19.1

WV

GV

GV

2 STY. BRICK

BOUND BROOK PUBLIC WORKS DEPT.

BORING GB-20

GND. 27.3

TOP OF STAKE 32.0

1 STY.

CONC BLK.

SILT FENCE

SILT FENCE

HAYBALE (TYP.)

EXIST. INLET-1 (TYPE A)

GR. 26.20

INV. 24.37 IN 6" (TR DRN)

INV. 25.29 IN 6"

INV. 24.12 IN 15"

INV. 23.97 OUT

EXISTING INLET-2

INV. EL. 19.00

C-108

LIMIT OF CONTRACTORS

WORKING AREA

SLUICE

GATE CHAMBER

RIM= 26.05

INV. IN 20.70

INV. OUT= 20.35

REMOVE AND REPLACE

ALUMINUM FENCE

REMOVE AND REPLACE

BUMPER CURB

S.D. MH-1

RIM 26.30

INV. 23.14 IN

INV. 20.90 OUT

10 LF 6" PVC

46 LF 6" PVC TRENCH DRAIN

26 LF 4" PVC

PERFORATED PIPE

INLET 1 (TYPE A)

RIM=22.45

INV. IN= 19.44

INV. OUT= 19.40

PROPOSED CLEAN-OUT

16 LF 18" DIP

33 LF 15" RCP

INV. EL. 21.85

29 LF 18" DIP

FLOOD RELIEF

DRAIN (SET

GRATE OPENING

PARALLEL TO

TRACK

29 LF 18" DIP

FLAP GATE CHAMBER

RIM= 25.70

INV. IN (6" PVC)= 21.74

INV. IN (18" DIP)= 20.05

INV. OUT= 19.64

8 LF 15" RCP

NOTES:

1. FOR SANITARY PLAN AND PROFILE, SEE SHEETS C-109 AND C-202.

2. FOR UTILITY RELOCATION PLAN, SEE SHEET C-107.

3. FOR SLUICE GATE AND FLAP VALVE CHAMBERS SECTION AND DETAIL, SEE SHEET C-303.

4. FOR STORM SEWER PROFILE, SEE SHEET C-202.

5. FOR ROLLER GATE SLAB FOUNDATION, SEE SHEETS S-403, S-313 AND S-601.

6. CONFIRM LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.

7. ALL TREES WITHIN PROJECT LIMITS 6" DIA. OR LARGER SHALL BE FLAGGED

AND PROTECTED TO THE EXTENT PRACTICAL, AND AS DIRECTED BY THE

CONTRACTING OFFICER. SEE SHEET LP-001 FOR TREE PROTECTION DETAIL.

8. FOR CONSTRUCTION DETAILS, SEE SHEETS C-501 TO C-504.

9. CONTRACTOR SHALL PERFORM A TEST PIT TO CONFIRM LOCATION OF RAILROAD WINGWALL

PRIOR TO CONSTRUCTION OF THE FLAP VALVE CHAMBER.

PROPOSED

CLEAN-OUT

AT GRADE

PROPOSED

CLEAN-OUT

AT GRADE

ASPHALT

PAVEMENT

LIMIT OF

PROPOSED PAVEMENT

CONCRETE

PAVEMENT

CONCRETE PAVEMENT ASSUME 9-12 INCH THICK

SLAB WITH 8" OF DENSE GRADED AGGREGATE

AREA OF MILLING

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

F

Sheet of

1 STY.

CONC BLK.

ELEC BOX

ON POLE

RR SIGNAL

TRAV 22

WV METAL

SHED

METAL BOX

ON POLE

METAL

BARRIER

CONC.

RW CONC. STEPS

RR

SIGNAL

CL 21.5

21.6

21.5

36.8

41.3

37.3

29.7

CL 21.6

25.9

25.9

25.9

25.9

26.0

25.8

26.0

21.4

21.5

25.8

21.4

21.5

25.8

21.5

21.6

21.6

25.8

25.8

25.9

25.8 25.9

25.9

21.6

21.4

25.8

25.9

25.8

21.4

25.8 21.6

21.4

21.4

21.5

21.6

25.8

25.9

BW 21.4

BW 21.4

BW 21.4

BW 21.5

BW 26.0

BW 25.9

BW 26.0

BW 40.0

TW 25.7

TW 25.7

TW 25.7

TW 25.7

36.9

36.0

35.7

RIM 21.4

INV 18.8

CB

CB

CB

GRAVEL

BORING GB-19

BRUSH

RIM 21.6

INV 19.0

RIM 21.5

INV 19.1

GV

GV

2 STY. BRICK

BOUND BROOK PUBLIC WORKS DEPT.

BORING GB-20

GND. 27.3

TOP OF STAKE 32.0

CT-102

LIMIT OF CONTRACTORS

WORKING AREA

EXISTING 21" SAN. LINE

TO BE PLUGGED AND

ABANDONED

EXISTING 8" SAN. LINE

TO BE PLUGGED AND

ABANDONED

PROPOSED ROLLER GATE FOUNDATION

PLAN

PHASE C, GATE MONOLITH STORAGE SHAFT FOUNDATION

1. DRILL 3-FOOT DIAMETER SHAFT/ROCK SOCKETS P- 1 THRU P-12; FOR THE STORAGE GATE

MONOLITH FOUNDATION. INSTALL REINFORCEMENT, PLACE CONCRETE AND COVER SHAFT OPENINGS.

PHASE E, STORAGE MONOLITH AND T-WALL BASE SLAB

1. INSTALL TEMPORARY SHORING AND EXCAVATE BASE SLABS.

2. INSTALL FORMWORK AND REINFORCING STEEL.

3. PLACE CONCRETE AND ALLOW TO CURE.

SANITARY MH NO. 2

SANITARY MH NO.3

SANITARY SLUICE

GATE CHAMBER

SANITARY MH NO. 1

REPLACE EXIST. M.H.

PHASE G, STORAGE BUILDING AND LANDSCAPE

1. CONSTRUCT GATE STORAGE BUILDING. CONSTRUCT MASONRY BLOCK WALLS AND ROOF.

2. INSTALL DOORS, ELECTRIC SERVICE, WINCHES AND LIGHTS.

3. CONSTRUCT MODULAR BLOCK RETAINING WALL.

4. PLACE FILL, REGRADE, AND INSTALL TRENCH DRAIN AND BRICK PAVERS.

5. INSTALL LANDSCAPING AND BEGIN SITE RESTORATION.

PHASE H, CUT TEMPORARY SHEET PILE WITHIN LIMITS OF RAILROAD ROW

(LIMITED RR TRACK CLOSURE/FLAGMEN)

1. CUT TEMPORARY SHEETING WITHIN RAIL ROAD ROW.

2. CUT TEMPORARY SHEETING WITHIN 18 FEET OF TRACK CENTERLINE

(LIMITED RR TRACK CLOSURE/FLAGMEN).

PHASE F, RETAINING WALL AND FLOODWALL (RR FLAGMAN,LIMITED NIGHT TIME CLOSURES)

1. INSTALL FORMWORK AND REINFORCING STEEL FOR RETAINING WALL AND FLOOD WALL AND PLACE CONCRETE.

2. CONSTRUCT NEW RETAINING WALLS ALONG SIDE OF ROADWAY.

3. INSTALL GATE RAILS AND SEAL PLATE.

PROPOSED SANITARY SEWER

PROPOSED SANITARY SEWER

PROPOSED SANITARY SEWER

PHASE B, UTILITIES, RETAINING SYSTEM, GATE MONOLITH AND T-WALL SHAFT FOUNDATION

(LIMITED RR TRACK CLOSURE WITH FLAGMEN, NIGHT TIME & WEEKEND STREET CLOSURES)

1. INSTALL EROSION CONTROL MEASURES.

2. CONSTRUCT NEW SANITARY SEWER SYSTEM, INCLUDING SANITARY MANHOLES AND SLUICE GATE

CHAMBER AND TEST.

3. CONSTRUCT 18"-STORM SEWER INCLUDING FLAP VALVE, SLUICE GATE AND DRAINAGE INLETS.

4. CONSTRUCT TEMPORARY AND PERMANENT WATER LINE. REMOVE EXISTING LINE AS NEEDED AND ABANDON

THE OLD LINE IN PLACE.

5. INSTALL SHEETING ALONG RAIL LINES (LIMITED RR TRACK CLOSURE/FLAGMEN).

6. DRIVE SHEETING FOR I-WALL AND PLACE CONCRETE.

7. DRILL 3-FOOT DIAMETER SHAFT/ROCK SOCKETS P-4 & P-14, P-5 & P-15 FOR THE GATE MONOLITH

FOUNDATION. INSTALL REINFORCEMENT, PLACE CONCRETE AND INSTALL TEMPORARY STEEL PLATES TO COVER

SHAFT OPENING IN THE ROADWAY.

8. FILL PARTIALLY CURED SHAFTS P-4 & 14 and P-5 & 15 WITH SAND AND REPAIR THE ROADWAY.

9. CONSTRUCT TEMPORARY GAS LINE. REMOVE EXISTING LINE AS NEEDED AND ABANDON THE REMAINING OLD

LINE IN PLACE.

10. DRILL 3-FOOT DIAMETER SHAFT/ROCK SOCKETS P-6 & P-16 AND P-7 & P-17 FOR THE GATE MONOLITH

FOUNDATION. INSTALL REINFORCEMENT, PLACE CONCRETE AND INSTALL TEMPORARY STEEL PLATES TO COVER

SHAFT OPENING IN THE ROADWAY AND SIDEWALK TO MAINTAIN SAFE FOOT TRAFFIC.

11. CONSTRUCT PERMANENT GAS LINE.

12. FILL PARTIALLY CURED SHAFTS P-6 & 16 WITH SAND AND REPAIR THE ROADWAY.

13. CLEAR AND GRUB SITE.

14. REMOVE BRICK PAVER SIDEWALK AND STORE PAVERS FOR REUSE AS DIRECTED BY THE CONTRACTING OFFICER.

INSTALL TEMPORARY SHORING AND EXCAVATE BASE SLAB FOR GATE MONOLITH AND T-WALL MONOLITH ON

EAST SIDE OF SOUTH MAIN STREET.

15. DRILL 3-FOOT DIAMETER SHAFT/ROCK SOCKETS P- 8, 9, 10 AND P-18, 19, 20; FOR THE GATE MONOLITH

FOUNDATION. INSTALL REINFORCEMENT, PLACE CONCRETE AND COVER SHAFT OPENINGS. REMOVE BRICK

PAVER SIDEWALK. STORE PAVERS FOR REUSE AS DIRECTED BY THE CONTRACTING OFFICER.

16. DRILL 2-FOOT DIAMETER SHAFT/ROCK SOCKETS P- 1 THRU 6 FOR THE T-WALL MONOLITH FOUNDATION.

INSTALL REINFORCEMENT, PLACE CONCRETE AND COVER SHAFT OPENINGS.

17. INSTALL TEMPORARY PEDESTRIAN BRIDGE AT EAST SIDEWALK PRIOR TO DRILLING SHAFTS P- 1, 2, 3 AND

P-11, 12, 13.

18. REMOVE BRICK PAVER SIDEWALK. STORE PAVERS FOR REUSE AS DIRECTED BY THE CONTRACTING OFFICER.

INSTALL TEMPORARY SHORING AND EXCAVATE BASE SLAB FOR GATE MONOLITH ON WEST SIDE OF SOUTH

MAIN STREET.

19. DRILL 3-FOOT DIAMETER SHAFT/ROCK SOCKETS P- 1, 2, 3 AND P-11, 12, 13; FOR THE GATE MONOLITH

FOUNDATION. INSTALL REINFORCEMENT, PLACE CONCRETE AND COVER SHAFT OPENINGS.

NOTE

THE CONTRACTOR SHALL CONFIRM THE LOCATION AND ELEVATION

OF ALL EXISTING FEATURES AND UTILITIES PRIOR TO ORDERING THE

CLOSURE GATE

STAGE II SOUTH MAIN STREET

THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE CONTRACTING OFFICER’S REPRESENTATIVE

FOR REVIEW AND APPROVAL A SEQUENCE OF CONSTRUCTION. A SUGGESTION FOLLOWS.

PHASE A, UTILITY DESIGN, UST REMOVAL & GATE FABRICATION

1. NEW JERSEY AMERICAN WATER TO PERFORM SYSTEM ANALYSIS AND START DESIGN OF TEMPORARY AND

PERMANENT WATER LINE RELOCATION. IF NECESSARY AN 8" BYPASS MAIN MAY BE REQUIRED.

2. PSE&G TO START DESIGN OF TEMPORARY AND PERMANENT GAS LINE RELOCATION.

3. PSE&G TO START DESIGN OF ELECTRIC FOR THE GATE HOUSE.

4. INSTALL EROSION CONTROL MEASURES.

5. REMOVE THE UNDERGROUND STORAGE TANK AND PIPING SYSTEM AND DISPOSE OF THESE ITEMS ALONG WITH

ANY PETROLIUM PRODUCT OR CONTAMINATED SOIL AS REQUIRED.

8. PREPARE SHOP DRAWINGS AND FABRICATE 53’-6" LONG ROLLER GATE.

9. PREPARE/SUBMIT DETOUR PLAN FOR REVIEW, REVISE AND IMPLEMENT THE APPROVED PLAN.

PHASE I, GATE INSTALLATION (LIMITED LANE/STREET CLOSURES)

1. DELIVER 53’ -6" LONG ROLLER GATE TO THE SITE.

2. PLACE FLOOD GATE ONTO TRACKS AND TEST.

3. INSTALL REMOVABLE SIDE WALK AND RAILINGS.

4. FULL TESTING OF FLOOD GATE AND WINCH.

5. COMPLETE SITE RESTORATION INCLUDING SIDEWALKS, CURB, BRICK PAVERS ETC.

6. REMOVE TEMPORARY SHEETING BEYOND RAIL ROAD ROW.

7. MILL PAVEMENT AND REPAVE SOUTH MAIN STREET WITHIN THE LIMITS

SHOWN OR AS DIRECTED BY THE CONTRACTING OFFICER.

PHASE D, GATE MONOLITH BASE SLAB (STREET CLOSURE & LIMITED NIGHTTIME CLOSURE)

1. BEGIN INSTALLATION OF FORMWORK AND REINFORCING STEEL FOR THE GATE MONOLITH BASE SLAB

OUTSIDE THE ROADWAY ON BOTH SIDES OF SOUTH MAIN STREET

2. CLOSE SOUTH MAIN STREET FOR UP TO 18 CONTINUOUS DAYS.

3. REMOVE EXISTING SIDEWALK RETAINING WALLS.

4. INSTALL TEMPORARY PEDESTRIAN BRIDGE. THE BRIDGE SHALL BE FOUR FEET WIDE WITH RAILINGS AND

DESIGNED FOR A LIVE LOAD OF 85 POUNDS PER SQUARE FOOT TO SAFELY CONVEY FOOT AND BICYCLE

TRAFFIC ACROSS THE INACTIVE WORK ZONE. THE CONTRACTOR CAN USE THE BORINGS INCLUDED FOR

THE GATE TO DETERMINE SOIL CONDITIONS AT THE SITE AND MAINTAIN A SAFE CROSSING OVER ALL

EXCAVATIONS. THE BRIDGE SHALL BE SHIFTED FROM ONE SIDE OF THE ROAD TO THE OTHER DEPENDING

ON WHERE THE CONTRACTOR IS ACTIVELY WORKING. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS

TO THE CONTRACTING OFFICER FOR APPROVAL.

5. INSTALL TEMPORARY SHORING AND EXCAVATE BASE SLAB FOR GATE MONOLITH ACROSS SOUTH

MAIN STREET.

6. INSTALL FORMWORK AND REINFORCING STEEL ACROSS SOUTH MAIN STREET FOR THE GATE MONOLITH.

7. PLACE CONCRETE WITH FAST CURING ADD MIXES FOR GATE MONOLITH.

8. ALLOW TO CURE AND REOPEN ROADWAY TO TRAFFIC PER SPECIFICATIONS.

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

E

F

Sheet of

1 STY.

CONC BLK.

ELEC BOX

ON POLE

RR SIGNAL

ASPHALT

UP#

E60977BB

A/C UNIT

ON

CONC. SLAB

1 STY.

(LUMBER STORAGE)

UP#

61340BB

TRAV 22

WV

G

G

W W

W

G

METAL

SHED

METAL BOX

ON POLE

METAL

BARRIER

CONC.

RW CONC. STEPS

RR

SIGNAL

RIM 21.4

INV 18.8

CB

CB

CB

STONE

STEPS

UP#

PS187BB

METAL

BARRIER

GRAVEL

BORING GB-19

BRUSH

RIM 21.6

INV 19.0

RIM 21.5

INV 19.1

UP#

PS6BB

WV

WV

22"

GV

GV

GV

2 STY. BRICK

BOUND BROOK PUBLIC WORKS DEPT.

3 STY.

FRAME

TRAV 23

3 STY.

BLOCK

BORING GB-20

GND. 27.3

TOP OF STAKE 32.0