Drawings.pdf

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C O

N C

O R

D

M A

-2

V

IR

G

IN

IA

R

O A

D

N E

W E

N G

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

IN

G C

O D

E

S C

A L E

S H

E E

T

F

N B

F -5

N E

W B

E D

F O

R D

M A

S S

A C

H U

S E

T T S

N E

W B

E D

F O

R D H

U R

R

IC

A N

E B

A R

R

IE

R

SHEET ID

®of Engineers

US Army Corps

W

W J

B

FINAL

D E

W A

T E

R

IN

G

OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL

APPROVED FOR TECHNICAL ADEQUACY BY:

TECHNICAL LEAD ENGINEER DATE

DATE

DATE

DATE

DATE

APPROVED BY:

APPROVAL RECOMMENDED BY:

REVIEWED BY:

CHIEF, GEOTECHNICAL/WATER RESOURCES BRANCH

REVIEWED BY:

CHIEF, DESIGN BRANCH

scope of their employment as required by ER 1110-1-8152.

and registration designations of individuals appear on these project documents, within the

This project was designed by the U.S. Army Corps of Engineers. The initials or signatures

CHIEF, ENGINEERING DIVISION

CHIEF, GEO-ENVIRONMENTAL ENGINEERING BRANCH

DATE

APPROVAL RECOMMENDED BY:

CHIEF, TECHNICAL SUPPORT BRANCH/DEPUTY CHIEF ENG DIV

NEW BEDFORD, MASSACHUSETTS

NEW BEDFORD HURRICANE BARRIER

N

ACUSHNET

N

A C

U S

H N

E T R I

V E

R

VICINITY MAP

NOT TO SCALE NOT TO SCALE

LOCATION PLAN

PROJECT

LOCATION

PROJECT

LOCATION

MASS.

R.I.

R .I

M A

S S of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

New England District

BOSTON

PROVIDENCE

DARTMOUTH

BUZZARDS BAY

GATED NAVIGATION OPENING

HARBOR BARRIER AND DIKE

NEW BEDFORD

FAIRHAVEN

HARBOR

BEDFORD

NEW

COVE

CLARK

BAY

NASKETUCKET

PLYMOUTH

BROCKTON

FAIRHAVEN

BEDFORD

NEW

RIVER

FALL

J

K E

D Z

IE

R S

K I

D

H A

S S

E T

T

J P

A O

L

IN

O

A N

S I

D

G-001

C O

V E

R S

H E

E T

:1

W912WJ21B0007

T

N G

U Y

E N

A P

R

IL

APRIL 2021

DEWATERING

E6CD9LAJ

Typewritten Text 5/25/2021

E6CD9LAJ

Typewritten Text N/A

E6CD9LAJ

Typewritten Text N/A

E6CD9LAJ

Typewritten Text N/A

E6EPDMET

Typewritten Text 6/1/2021

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C O

N C

O R

D

M A

-2

V

IR

G

IN

IA

R

O A

D

N E

W E

N G

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

IN

G C

O D

E

S C

A L E

S H

E E

T

F -5

N E

W B

E D

F O

R D

M A

S S

A C

H U

S E

T T S

N E

W B

E D

F O

R D H

U R

R

IC

A N

E B

A R

R

IE

R

SHEET ID

®of Engineers

US Army Corps

W

W J

B

FINAL

D E

W A

T E

R

IN

G

GENERAL NOTES:

SHEET NO. SHEET TITLE

GENERAL PLANNBF-1-1042 2

45NBF-1-1075

NBF-1-1077 47

75NBF-1-1105

NBF-1-1106 76

77NBF-1-1107

NBF-1-1108 78

NBF-1-1109

NBF-1-1129

NBF-1-1131 101

NBF-1-1132 102

NBF-1-1133 103

NBF-1-1134 104

NBF-1-1135 105

NBF-1-1136 106

NBF-1-1137 107

NBF-1-1138 108

NBF-1-1139 109

NBF-1-1140

NBF-1-1141

NBF-1-1142

NBF-1-1143

NBF-1-1144

NBF-1-1145

NBF-1-1146

NBF-1-1147

NBF-1-1148

NBF-16

NBF-16

NBF-22

NBF-22

NBF-22

NBF-25

NBF-31

NBF-31

NBF-31

NBF-44

NBF-44

NBF-44

G-001

S-501

S-502

95NBF-1-1125

ABUTMENTS-CONCRETE-GENERAL PLAN

ABUTMENTS-EXCAVATION PLAN

GENERAL PLAN AND DETAILS

MECHANICAL-GATE OPERATING MACHINERY

AND DETAILS NO.3

ABUTMEENTS-CONCRETE-ELEVATION, SECTIONS,

AND DETAILS NO.1

ABUTMENTS-CONCRETE-ELEVATION, SECTIONS

AND DETAILS NO.2

ABUTMENTS-CONCRETE-ELEVATION, SECTIONS

ASSEMBLY AND DETAILS

MECHANICAL-GATE OPERATING MACHINERY

WHEEL ASSEMBLY AND DETAILS

SECTOR GATES-MECHANICAL

SECTOR GATES-STRUCTURAL-FRAMING DETAILS NO.1

SECTOR GATES-STRUCTURAL-FRAMING DETAILS NO.2

SECTOR GATES-STRUCTURAL-FRAMING DETAILS NO.3

SECTOR GATES-STRUCTURAL-CONNECTION DETAILS NO.2

SECTOR GATES-STRUCTURAL-CONNECTION DETAILS NO.1

SECTOR GATES-STRUCTURAL-CONNECTION DETAILS NO.3

SECTOR GATES-STRUCTURAL-TRUNNION DETAILS

GATE STOP ASSEMBLY

SECTOR GATES-STRUCTURAL AND MECHANICAL

CATHODIC PROTECTION SYSTEM

SECTOR GATES-ELECTRICAL

DETAILS NO.1

STOP GATES-STRUCTURAL-FRAMING PLANS AND

DETAILS NO.2

STOP GATES-STRUCTURAL-FRAMING PLANS AND

STOP GATES-STRUCTURAL-MISCELLANEOUS DETAILS

STOP GATES-STRUCTURAL-CASTING AND GUIDE DETAILS

STOP GATES-STRUCTURAL-LIFTING BEAMS

STOP GATES-MECHANICAL LIFTING BEAM DETAILS

ELEVATIONS, SECTIONS AND DETAILS

SECTOR GATE SKIRTING-STRUCTURAL

PLANS AND DETAILS

MAINTENANCE AND RENOVATION OF NAVIGATION GATE

PLAN EAST GATE

MAINTENANCE AND RENOVATION OF NAVIGATION GATE

ELEVATIONS, SECTIONS AND DETAILS

MAINTENANCE AND RENOVATION OF NAVIGATION GATE

PLANS,SECTION, DETAILS AND INDEX

INSTALLATION OF SECTOR GATE WHEELS

DETAILS OF JACKING EQUIPMENT

INSTALLATION OF SECTOR GATE WHEELS

PLANS AND SECTIONS

GATED CONDUIT NO.1-CONCRETE AND PILES

PLANS AND SECTIONS

GATED CONDUIT NO.2-CONCRETE AND PILES

PLANS, ELEVATIONS AND DETAILS

OPERATING HOUSE NO.2-ARCHITECTURAL

INDEX TO DRAWINGS INDEX TO INFORMATION DRAWINGS

LEGEND:

SHEET NO. SHEET TITLE

NBF-51_G-001.dgn

NBF-51_G-002.dgn

NBF-51_S-101.dgn

NBF-51_S-501.dgn

NBF-51_S-601.dgn

NBF-51_C-101.dgn

DESIGN FILE

G-0011

G-002

S-101

S-501

S-601

C-101

RELOCATION OF STOP GATES-PLANS, SECTIONS AND DETAILS

SECTOR GATE SKIRTING-STRUCTURAL PLANS AND SECTIONS

FABRICATION OF SECTOR GATE WHEELS COVER SHEET

FABRICATION OF SECTOR GATE WHEELS, WHEEL ASSEMBLIES

FABRICATION OF SECTOR GATE WHEELS MISCELLANEOUS DETAILS

INSTALLATION OF SECTOR GATE WHEELS, STRUCTURAL FRAMING DETAIL

J

K E

D Z

IE

R S

K I

D

H A

S S

E T

T

A N

S I

D

G-002

IN

D

E X T

O D

R A

W

IN

G S L E

G E

N D

A N

D G

E N

E R

A L N

O T

E S

:1

COVER SHEET

SECTOR GATE PLAN AND SECTION

WORK SCHEDULE

SITE PLAN SEDIMENT DISPOSAL AREA

SHOWN ON SHEET S-601

REFERENCE TO WORK SCHEDULE

CONCRETE

WATER LEVEL

TIMBER

RUBBER

STEEL

PLATE

CENTERLINE

PL

CL

DIA. DIAMETER

O.C.

TYP. TYPICAL

GALV. GALVANIZED

HORIZ. HORIZONTAL

ON CENTER

CAD CONFINED AQUATIC DISPOSAL

EL. ELEVATION

VERTICALVERT.

SEDIMENT

MEAN LOWER LOW WATERMLLW

MEAN SEAL LEVELM.S.L.

NBF-49

NBF-49

S-501

S-502

WHEEL ASSEMBLIES

COVER PLATE & BUSHING HOUSING

J P

A O

L

IN

O

INDEX TO DRAWINGS, LEGEND AND GENERAL NOTES

MEAN LOWER LOW WATER -1.41 FT NGVD

MEAN LOW WATER -1.4 FT NGVD

MEAN HIGH WATER 2.2 FT NGVD

2. TIDE DATA ARE AS FOLLOWS

OF MEAN SEA LEVEL (NGVD 29).

1. ALL ELEVATIONS REFER TO THE PLANE

COR

PROJECT CODE

DRAWING NO.

NBF-51_C-102.dgnC-102

SITE PLAN

PLANS, SECTIONS AND DETAILS

OPERATING HOUSE NO.2-MECHANICAL

T

N G

U Y

E N

A P

R

IL

CONTRACTING OFFICER'S REPRESENTATIVE

NBF-51_S-502.dgnS-5027

STRUCTURAL SECTIONS AND ELEVATION I

STRUCTURAL SECTIONS AND ELEVATION II

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C O

N C

O R

D

M A

-2

V

IR

G

IN

IA

R

O A

D

N E

W E

N G

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

IN

G C

O D

E

S C

A L E

S H

E E

T

F -5

N E

W B

E D

F O

R D

M A

S S

A C

H U

S E

T T S

N E

W B

E D

F O

R D H

U R

R

IC

A N

E B

A R

R

IE

R

SHEET ID

®of Engineers

US Army Corps

W

W J

B

FINAL

D E

W A

T E

R

IN

G

N 2695000

N 2690000

E

E

CAD CELL COORDINATES

CAD CELL NO. 1

PT. NO.

2696047.00

NORTHING

2696217.00

2695979.00

2695643.00

CAD CELL COORDINATES

CAD CELL NO. 2

PT. NO.

2696517.00

2696510.00

NORTHING

2696374.00

2696310.00

2696029.00

2695993.00

2696152.00

814818.00

815154.00

814690.00

814501.00

EASTING

EASTING

815428.00

815653.00

815313.00

815665.00

815600.00

815479.00

815231.0011

N E W B E D F O R D H A R B O R

P A L M E R I.

-F

O O

T A

N C

H O

R A

G E

-F

O O

T F

E D

E R

A L C

H A

N N

E L

-F

O O

T M

A N

E U

V E

R

IN

G A

R E

A

CHANNEL

15-FOOT

N E W B E D F O R D

SWING BRIDGE

HORIZ. CLEARANCE EAST DRAW 94 FEET

HORIZ. CLEARANCE WEST DRAW 95 FEET

VERT. CLEARANCE 6 FEET WITH

SWING SPAN CLOSED.

VERT. CLEARANCE UNLIMITED WITH

SWING SPAN OPEN.

CHANNEL

10-FOOT

25-FOOT

CHANNEL

ROUTE

P O P E S I.

ROUTE

SEE NOTE 5.

NO SPUD ZONE

CAD CELL NO. 2

5 6

F L O

O D

E B

B

F A I R H A V E N

NOTES:

(2008)

BOLT

TBM

FOR USE)

(NOT AVAILABLE

CAD CELL NO. 1

BARRIER

HURRICANE

1. COORDINATES ARE MASSACHUSETTS (MAINLAND ZONE) NAD 1983, STATE PLANE,

U.S. FEET.

2. SEDIMENT EXCAVATED UNDER THIS CONTRACT SHALL BE DISPOSED IN CAD CELL

NO. 2.

3. PREPARE A PRE-DISPOSAL AND POST-DISPOSAL HYDROGRAPHIC SURVEY PER

THE SPECIFICATIONS.

4. NO MATERIAL SHALL BE PLACED IN CAD CELL NO. 2 ABOVE EL. -15.0 MLLW.

5. NO SPUDDING SHALL OCCUR IN THE AREA BETWEEN THE FEDERAL CHANNEL AND

CAD CELL NO. 2.

6. CONTRACTOR TO REFER TO HTTPS://NAVIGATION.USACE.ARMY.MIL/SURVEY/HYDRO

FOR LATEST CHANNEL CONDITION SURVEY. RESENT SURVEYS INCLUDE:

a. https://ehydro.blob.core.windows.net/ehydro-surveys-pdf/CENAE/MA_60_NBH_20150720_CS_40.PDF

b. https://ehydro.blob.core.windows.net/ehydro-surveys-pdf/CENAE/MA_60_NBH_20180928_CS_2018_061.PDF

J

K E

D Z

IE

R S

K I

D

H A

S S

E T

T

J P

A O

L

IN

O

A N

S I

D

C-101

S

IT

E P

L A

N

:1

A1

N

0 500' 1000'

SITE PLAN

SCALE: 1" = 500'

S E

D

IM

E N

T D

IS

P O

S A

L A

R E

A

T

N G

U Y

E N

A P

R

IL

S-102 A1

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C O

N C

O R

D

M A

-2

V

IR

G

IN

IA

R

O A

D

N E

W E

N G

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

IN

G C

O D

E

S C

A L E

S H

E E

T

F -5

N E

W B

E D

F O

R D

M A

S S

A C

H U

S E

T T S

N E

W B

E D

F O

R D H

U R

R

IC

A N

E B

A R

R

IE

R

SHEET ID

®of Engineers

US Army Corps

W

W J

B

FINAL

D E

W A

T E

R

IN

G

PALMER

ISLAND

N E W

B E D F O R D

F A I R H A V E N

F E

D E

R A L C

H A

N N

E L

OCEAN SIDE

HARBOR SIDE

SHORELINE

A C C E S S R

O A D

ACCESS ROAD

GATE

GATE

F L

O O

D

E B

B

AREA

STORAGE

STOP GATE

GIFFORD STREET

CONTRACTOR'S STORAGE

APPROVED LOCATION OF

A1 400'0 200'SCALE: 1" = 200'

SITE PLAN

J

K E

D Z

IE

R S

K I

D

H A

S S

E T

T

J P

A O

L

IN

O

A N

S I

D

C-102

:1

S

IT

E P

L A

S-101

T

N G

U Y

E N

A P

R

IL

A7

NOT TO SCALE

AERIAL PHOTOGRAPH

STOP GATESSTOP GATES

C-102 A7

S-101

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C O

N C

O R

D

M A

-2

V

IR

G

IN

IA

R

O A

D

N E

W E

N G

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

IN

G C

O D

E

S C

A L E

S H

E E

T

F -5

N E

W B

E D

F O

R D

M A

S S

A C

H U

S E

T T S

N E

W B

E D

F O

R D H

U R

R

IC

A N

E B

A R

R

IE

R

SHEET ID

®of Engineers

US Army Corps

W

W J

B

FINAL

D E

W A

T E

R

IN

G

G-1

G-2

G-3

G-4

G-5

G-6

G-7

G-8

FACE

OF

CONCRETE

M

EM

BER, TYP.

W

14 STEEL TRUSS

OCEAN SIDE

HORIZONTAL GIRDER

STOP GATE

G-1 TO G-8

STOP GATE GUIDES

BEARINGS

TRUNNIONWALKWAY

ALONG WALL

RECESS AND

SEDIMENT IN CORNER

SEDIMENT

SILL, EL. -39.0

GATE POCKET

ABUTMENT, EL. 20.17

TOP OF CONCRETE

F L

O O

D

E B

B

(HORIZ. TRUSS II ONLY)

ANODES

FOR SUSPENDED

TIMBER BEAMS

FENDER TYPICAL

CONTRACTOR USE

NOT AVAILABLE FOR

EXISTING STAIRS ARE

OPERATING HOUSE NO. 1

OPERATING HOUSE NO. 2

EAST ABUTMENT

WEST ABUTMENT

93' - 4 1/2"

TYPICAL

GATE SEAL

SIDES

TYPICAL BOTH

SLUICE GATE

HAND OPERATED

K E

D Z

IE

R S

K I

D

H A

S S

E T

T

J P

A O

L

IN

O

A N

S I

D

S-101

S E

C T

O R G

A T

E

P L

A N A

N D S

E C

T

IO

N

:1

A1

SCALE: 1/8" = 1' - 0"

SECTOR GATE PLAN VIEW

C-102

A1

T

N G

U Y

E N

A P

R

IL

N

0 8'4' 16'

NOTES:

.3. ALL NOTES SHOWN ON EAST SECTOR GATE APPLY TO WEST SECTOR GATE

2. KEY NOTES ON SHEET S-601.

1. USACE WILL REMOVE ALL ZINC ANODES AND TIMBER BEAMS FOR SUSPENDED ANODES PRIOR TO WORK.

S-501 A1

S-502 D6

S-502

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C O

N C

O R

D

M A

-2

V

IR

G

IN

IA

R

O A

D

N E

W E

N G

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

IN

G C

O D

E

S C

A L E

S H

E E

T

F -5

N E

W B

E D

F O

R D

M A

S S

A C

H U

S E

T T S

N E

W B

E D

F O

R D H

U R

R

IC

A N

E B

A R

R

IE

R

SHEET ID

®of Engineers

US Army Corps

W

W J

B

FINAL

D E

W A

T E

R

IN

G

C TRUSS IL

EL. 17.0

EL. 20.0 EL. 20.0

C TRUSS IIL

EL. 3.75

PIPE POSTS AND RAILING

WALKWAY

2'-0" 1'-0"

3'-2 7/8 "

7"

3 1/2 "

TIMBER OR COMPOSITE

FENDERS TYPICAL

WHEEL GUIDE

STOP GATE

MC 3x7.1 8 5/8 " 7 1/2 "

STOP GATE GUIDE

ABOVE WATERLINE

GATE GUIDES

SPOT PAINT STOP

PREPARE SURFACE AND

CL

EAST

ABUTMENT

EL. 20.0

WEST

ABUTMENT

76'-0"

EL. 0.0

NAVIGATION CHANNEL

76'-0"

SKIN PLATE

SECTOR GATE

ABOVE AND BELOW EL. 0.0

GATE SKIN PLATE 3'

AND PAINT SECTOR

PREPARE SURFACE

K E

D Z

IE

R S

K I

A N

S I

D

S-501

S T

R U

C T

U R

A L S

E C

T

IO

N S

:1

J P

A O

L

IN

O

D

H A

S S

E T

T

S-101

B1 A1

GATE GUIDE SECTION

E5 0 8'4' 16'SCALE: 1/8" = 1' - 0"

SCALE: 1 1/2" = 1' - 0" 1' 2'0 6"

T

N G

U Y

E N

A P

R

IL

OCEAN SIDE ELEVATION - BOTH SECTOR GATES SHOWN

NOTE:

ACTUAL LENGTH OF SECTOR GATE ARC SHOWN ON S-101.

THE DIMENSIONS ABOVE SHOW THE CLEAR WIDTH OF THE CHANNEL.

A N

D E

L E

V A

T

IO

I

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C O

N C

O R

D

M A

-2

V

IR

G

IN

IA

R

O A

D

N E

W E

N G

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

IN

G C

O D

E

S C

A L E

S H

E E

T

F -5

N E

W B

E D

F O

R D

M A

S S

A C

H U

S E

T T S

N E

W B

E D

F O

R D H

U R

R

IC

A N

E B

A R

R

IE

R

SHEET ID

®of Engineers

US Army Corps

W

W J

B

FINAL

D E

W A

T E

R

IN

G

EL. 0.0 M.S.L.

S U

B M

E R

G E

D

I

II

III

IV

V

HORIZ. TRUSS

EL. 17.0

HORIZ. TRUSS

EL. 3.75

HORIZ. TRUSS

EL. -9.5

HORIZ. TRUSS

EL. -22.75

HORIZ. TRUSS

EL. -36.0

SILL EL. -39.0

TOP OF SECTOR GATE EL. 20.0

NOTE:

FOR CLARITY, LUBRICATION

LINES AND AIR JETS FOR

WHEELS NOT SHOWN ON

THIS SECTION.

DIAGONALS

SEDIMENT IN CORNER

RECESS

WHEEL GUARDS

SKIRTING PANEL

VERTICAL GIRDER #3VERTICAL GIRDER #4

WALKWAY

WHEELS, 6 PER SECTOR GATE

VERTICAL GIRDER #2

VERTICAL GIRDER #1

7 6 7

TRUSS V

SEDIMENT BELOW

PREPARE SURFACE AND PAINT TRUSS

STOP GATE GUIDE

D6 0 8'4' 16'SCALE: 1/8" = 1' - 0"S-101

A1

J

K E

D Z

IE

R S

K I

D

H A

S S

E T

T

J P

A O

L

IN

O

A N

S I

D

S-502

S T

R U

C T

U R

A L S

E C

T

IO

N S

A N

D E

L E

V A

T

IO

N I I

:1

T

N G

U Y

E N

A P

R

IL

SLUICE GATE ELEVATION AND SECTION

NOT TO SCALE

KEY NOTES ON SHEET S-601

ELEVATION SECTION

NOTE:

SECTOR GATE SECTION

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C O

N C

O R

D

M A

-2

V

IR

G

IN

IA

R

O A

D

N E

W E

N G

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

IN

G C

O D

E

S C

A L E

S H

E E

T

F -5

N E

W B

E D

F O

R D

M A

S S

A C

H U

S E

T T S

N E

W B

E D

F O

R D H

U R

R

IC

A N

E B

A R

R

IE

R

SHEET ID

®of Engineers

US Army Corps

W

W J

B

FINAL

D E

W A

T E

R

IN

G

WORK SCHEDULE

ITEM TASK REFERENCE NOTES

CONTRACT DRAWINGS: S-101 & S-501 SEE SPECIFICATION SECTION 02 17 01

INSTALL STOP GATES

AND NBF-25, SHEET 2

NBF-1-1143, SHEET 113 THROUGH NBF-1-1148;

INFORMATION DRAWINGS:

SEE SPECIFICATION SECTION 02 17 01

STOP GATES IN STORAGE NEAR WEST ABUTMENT;

DEWATER GATE POCKETS

INFORMATION DRAWING: NBF-1-1131, SHEET 101

SEE INFORMATION DRAWING FOR SLUICE GATE DETAILS

FOR PUMPING REQUIREMENTS;

SEE SPECIFICATION SECTION 02 17 01

(GATE RECESSES) AND IN CORNERS.

OF GATE POCKETS

CLEAR & EXCAVATE SEDIMENT AT SILL

AND S-101

(FOR LOCATION OF CONFINED AQUATIC DISPOSAL CELL)

CONTRACT DRAWINGS: C-101

INFORMATION DRAWING: NBF-1-1105, SHEET 75;

SECTIONS 02 17 01 AND 35 20 23

TRUSS V AND IN RECESSES; SEE SPECIFICATION

BOTTOM FLANGE OF SECTOR GATE HORIZONTAL

SEDIMENT AND DEBRIS ACCUMULATED BELOW

CONTRACT DRAWING: SHEET S-501

SHEET 104 THROUGH NBF-1-1136, SHEET 106

INFORMATION DRAWINGS: NBF-1-1134,

PAINT REQUIREMENTS

FOR SURFACE PREPARATION AND

SEE SPECIFICATION SECTION 09 97 02

(6 PER SECTOR GATE)

REPLACE SECTOR GATE WHEELS

J P

A O

L

IN

O

J

K E

D Z

IE

R S

K I

D

H A

S S

E T

T

A N

S I

D

S-601

W O

R K S

C H

E D

U L E

:1

DETERMINED BY COR

SPECIFIC LOCATIONS TO BE

INSTALL 3 WHEEL HOUSINGS;

(FOR DETAILS OF GOVERNMENT FURNISHED PARTS)

SHEET 103; AND NBF-49, S-502

INFORMATION DRAWINGS: NBF-1-1133, NEW WHEEL HOUSINGS ARE GOVERNMENT FURNISHED PARTS

8 INSPECT AND LUBRICATE TRUNNION BEARINGS INFORMATION DRAWINGS: NBF-1-1135 AND NBF-1-1140 SEE SPECIFICATION SECTION 02 17 01

GATE WHEELS

LUBRICATION LINES FOR SECTOR

INSPECT AND REPAIR AIR JETS AND

NBF-1-1133. SHEET 103 (FOR LUBRICATION LINES)

SHEETS 1 THROUGH 3 (FOR AIR JETS);

INFORMATION DRAWINGS: NBF-22, SEE SPECIFICATION SECTION 02 17 01

10 INFORMATION DRAWING: NBF-25, SHEET 2

SEE SPECIFICATION SECTION 13 01 00

(FOR SECTOR GATE SKIRTING PANELS)

NBF-16, SHEETS 1 AND 2

(FOR DETAILS OF GOVERNMENT FURNISHED PARTS);

SHEET S-501 AND S-502

(FOR JACKING EQUIPMENT); AND NBF-49,

NBF-31, SHEETS 2 AND 3

INFORMATION DRAWINGS: NBF-1-1133, SHEET 103;

NOTES:

T

N G

U Y

E N

A P

R

IL

EACH GATE GUIDE BEAM

SEDIMENT & DEBRIS BETWEEN

THE GUIDE BEAMS CLEAR SILL OF

STOP GATES TO FREELY MOVE ALONG

LEVEL TO SILL; SO AS TO ALLOW

GUIDE BEAMS BELOW MHW WATER

CLEAN MARINE GROWTH FROM GATE

STORAGE AREA NEAR WEST ABUTMENT

REMOVE STOP GATES AND RETURN TO

BY THE CONTRACTING OFFICER

SECTOR GATES AS DIRECTED

PERFORM OPERATIONAL TESTS OF

02 17 01 PART 3.1.6

SEE SPECIFICATION SECTION SECTION

REINSTALLATION OF SECTOR GATE SKIRTING PANELS

REFERENCE DRAWING NBF-16 AND NBF-17

REPLACEMENT OF WHEELS REQUIRES REMOVAL AND

AND ASSOCIATED PARTS ARE GOVERNMENT FURNISHED;

CONTRACTOR TO FURNISH TEMPORARY JACKS. NEW WHEELS

SEE SPECIFICATION SECTION 13 01 00 FOR JACKING PROCEDURE;

SEE SECTION 13 01 00 1.7 REQUIRED SEQUENCE OF CONSTRUCTION.

2. THE EXISTING METAL STAIRS WITHIN EITHER GATE POCKET ARE CLOSED TO ALL.

THE EAST AND WEST SECTOR GATES.

ON THIS SCHEDULE. UNLESS NOTED OTHERWISE, WORK IS REQUIRED ON BOTH

1. THE WORK UNDER THIS CONTRACT INCLUDES, BUT IS NOT LIMITED TO, THE ITEMS LISTED

ABOVE WATERLINE

D. SPOT PAINT STOP GATE GUIDES

CONTRACTING OFFICER (1,000SF)

GATES AS DIRECTED BY

OF STRUCTURAL STEEL SECTOR

C. SPOT PAINT ISOLATED AREAS

NEAR WATER LINE

B. PAINT EXTERIOR OF SKIN PLATE

INCLUDING HORIZONTAL GIRDER I

A. PAINT HORIZONTAL TRUSS I

CORPS . OF ENGINEERS

ATLANTIC OCEAN

LOCAT ION MAP

SCALE I"'• I'" MILES

N

••• I IUL.11 I

HURPICA"'E w

BEDFOR

PROTECTION

D-FAIRHAVEN

GENERAL PLAN

BARRIER

INFORMATIOi DWG.

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C O

N C

O R

D

M A

-2

V

IR

G

IN

IA

R

O A

D

N E

W E

N G

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

IN

G C

O D

E

S C

A L E

S H

E E

T O

F

N B

F -4

E

C T

O R G

A T

E P

A

IN

T

IN

G A

N D S

T E

E L R

E P

A

IR

S

N E

W B

E D

F O

R D -F

A

IR

H A

V E

N B

A R

R

IE

R

M A

S S

A C

H U

S E

T T S

SHEET ID

®of Engineers

US Army Corps

W

W J

B

SCALE: 3"=1'-0"

A

A

PARTIAL ASSEMBLY DETAIL

SECTION A-A

WHEEL MARK 103-3

PRESSED ON SHAFT

SLEEVE MARK 103-6

PRESSED IN WHEEL

SHAFT MARK 103-4

D

A

A

3"

A

3"

SIDE VIEW END VIEW

D I

A

5.500"+.002"

-.000"

SCALE: 1•"=1'-0"

WHEEL-MARK 103-3

END VIEW SIDE VIEW

3 6

A

A

A

SHAFT-MARK 103-4

SCALE: 3"=1'-0"

(FINISH ALL OVER)

TOP VIEW

SCALE: 3"=1'-0"

BUSHING-MARK 103-5

B

B

END VIEWSECTION B-B

4 5

A

OUTSIDE SURFACE OF BUSHING

NO FINISH REQUIREMENTS ON

NOTE:

A

A

SCALE: 3"=1'-0"

END VIEW

RETAINING RING

SIDE VIEW

SCALE: 3"=1'-0"

END VIEWSIDE VIEW

(FINISH ALL OVER)

A

A

A

SLEEVE-MARK 103-6

END VIEW SIDE VIEW

SCALE: 3"=1'-0"

WASHER-MARK 103-7

A

/4

I.

D.

SCALE: 3"=1'-0"

SIDE VIEWSECTION C-C

O-RING SEAL

C

C

103-3

103-4

103-5

103-6

103-7

NO.

PIECES

MARK DESCRIPTION MATERIAL

FORGED ALLOY STEEL SHAFT

CAST NICKEL-ALUMINUM-BRONZE BUSHING

CAST NICKEL-ALUMINUM-BRONZE SLEEVE

ALUMINUM-BRONZE WASHER

PVC RETAINING RING

NOTES:

OF ACCEPTANCE AND DELIVERY.

MATERIAL SPECIFICATIONS, TESTING REQUIREMENTS, BASIS

DESIGNATION ONLY. SEE SPECIFICATIONS FOR COMPLETE

1. MATERIALS SHOWN ON THIS DRAWING ARE REFERENCED BY BASIC

FORGED ALLOY STEEL WHEEL

LIST OF MATERIAL

SHALL BE PROVIDED AS SHOWN ON "PARTIAL ASSEMBLY DETAIL."

SHAFT (MARK NO. 103-4), AND TWO SLEEVES (MARK NO. 103-6)

2. TWELVE (12) ASSEMBLIES EACH CONSISTING OF A WHEEL (MARK NO. 103-3),

1/4" RADIUS (TYP.)

(MIN.)

1/2"RAD.

7" ± 1/32"

1/4"RAD.

20 1/2"± 1/32"

6 7/8" 6 3/4" ± 1/32" 6 7/8"

1/8"

LUBRICATION GROOVE

5/16"WIDEx 1/8" DEEP

6 11/16"

5/16"

3/8" 6 1/2"

1/4"RAD.

D I

A

1/8"

3/16"

5/16"

103-2 24 BUSHING HOUSING

ASTM A668-17, CLASS G

ASTM A668-17, CLASS N

ASTM B148-18, (C95500), H-T

ASTM B148-18, (C95500), H-T

ASTM B169-15, (C61400), SOFT

ASTM D1784-11, CLASS 03321

- RUBBER O-RING SEAL24 ASTM D2000-18, M2BC 310

COVER PLATES ASTM A72-18, GR60

ASTM A688-17, CLASS J

RETAINING RINGS AND O-RINGS SHALL BE SHIPPED SEPARATELY.

BUSHINGS (MARK NO. 103-5), WASHERS (MARK NO. 103-7),

3. BUSHING HOUSING (MARK NO. 103-2.

4. COVER PLATE AND BUSHING HOUSING ON SHEET S-502.

K E

D Z

IE

R S

K I

D

H A

S S

E T

T

J P

A O

L

IN

O

J

M A

C P

H E

R S

O N

A N

S I

D

S-501

W H

E E

L A

S S

E M

B L

IE

S

:1

0 1' 2'6"

6"0 3" 1'

GRAPHIC SCALES:

3" = 1'- 0"

1" = 1'- 0"

A P

R

IL

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C O

N C

O R

D

M A

-2

V

IR

G

IN

IA

R

O A

D

N E

W E

N G

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

IN

G C

O D

E

S C

A L E

S H

E E

T O

F

N B

F -4

E

C T

O R G

A T

E P

A

IN

T

IN

G A

N D S

T E

E L R

E P

A

IR

S

N E

W B

E D

F O

R D -F

A

IR

H A

V E

N B

A R

R

IE

R

M A

S S

A C

H U

S E

T T S

SHEET ID

®of Engineers

US Army Corps

W

W J

B

/2

3/8 "

6 HOLES

17/64 " DRILL

END VIEW SIDE VIEW

SCALE: 3"=1'-0"

COVER PLATE

7 1/2 "

9 1/ 2 " 7 1/2 "

1'-11"

2"

/4

SIDE VIEW

SCALE: 3"=1'-0"

BOTTOM VIEW

4 HOLES: 1 17/64" DRILL

/2

/2

/1

/1

2"

/2

/2

.0

.0

9 3/4 " 9 3/4 "

/2

R

1/8 " R

/8

R

1/4 "R

/4

R

2 1/2 "

1/4" TAP IPS 1

/2

1/

BUSHING HOUSING

END VIEW

1/4- 20 NATIONAL COURSE - 2 x 1/2" DEEP

6 TAPPED HOLES #7 DRILL x 3/4" DEEP

6 11/16 "

/2

A P

R

IL

B U

S H

IN

G H

O U

S

IN

G

D

H A

S S

E T

T

D

H A

S S

E T

T

J

K E

D Z

IE

R S

K I

A N

S I

D

S-502

C O

V E

R P

L A

T E A

N D

:1

6"0 3" 1'

GRAPHIC SCALES:

3" = 1'- 0"

J

M A

C P

H E

R S