Plans.pdf

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®of Engineers

US Army Corps

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W J -1

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DESIGN FILESHEET NO.

G-001

INDEX TO DRAWINGS

SHEET TITLE

of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

New England District

CAPE COD CANAL

BOURNE, MASSACHUSETTS

BOURNE AND SAGAMORE BRIDGES

JOINT SEAL AND EXPANSION JOINT REPLACEMENT

CAP-124_G-001.DGN

C-101 CAP-124_C-101.DGN

C-102 CAP-124_C-102.DGN

C-103 CAP-124_C-103.DGN

C-104 CAP-124_C-104.DGN

C-105 CAP-124_C-105.DGN

C-106 CAP-124_C-106.DGN

CAPE COD BAY

NANTUCKET SOUND

B U

Z Z

A R

D S B

A Y

DUXBURY PROVINCETOWN

WAREHAM

FALMOUTH

BARNSTABLE

CHATHAM

BRIDGE

BOURNE

SAGAMORE BRIDGE

CAPE COD CANAL

C1

SCALE: NTS

C4

SCALE: NTS

HARTFORD PROV.

CAPE

COD

BOSTON

PORTSMOUTH

CONCORD

PORTLAND

AUGUSTA

MASSACHUSETTS

VT.

HAMPSHIRE

NEW

MAINE

R.I.

ATLANTIC

OCEAN

CANAL

CAPE COD

VICINITY MAP LOCATION MAP

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C-107 CAP-124_C-107.DGN

S-501 CAP-124_S-501.DGN

S-502 CAP-124_S-502.DGN

S-504 CAP-124_S-504.DGN

C-601 CAP-124_C-601.DGN

CAP-124_G-002.DGNG-002

CONTRACTOR'S STAGING AREAS

BOURNE BRIDGE - ADVANCED SIGNING

BOURNE BRIDGE - TRAFFIC CONTROL PLAN

CONSTRUCTION SIGN SCHEDULE

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SAGAMORE BRIDGE - ADVANCED SIGNING

SAGAMORE BRIDGE - TRAFFIC CONTROL PLAN

N N

14 STRUCTURAL DETAILS

ABBREVIATIONS AND GENERAL NOTES

COVER SHEET AND INDEX TO DRAWINGS

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S-503 CAP-124_S-503.DGN13

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SAGAMORE BRIDGE - DECK PLAN AND ELEVATION

BOURNE BRIDGE - DECK PLAN AND ELEVATION

SAGAMORE BRIDGE MODULAR EXPANSION JOINT REPLACEMENT

SAGAMORE BRIDGE MODULAR EXPANSION JOINT REPLACEMENT DETAILS 1

SAGAMORE BRIDGE MODULAR EXPANSION JOINT REPLACEMENT DETAILS 2

SHEET NO.

INDEX TO INFORMATIONAL DRAWINGS

1 OF 8 B-15628

2 OF 8 B-15628

3 OF 8 B-15628

4 OF 8 B-15628

5 OF 8 B-15628

6 OF 8 B-15628

7 OF 8 B-15628

8 OF 8 B-15628

MODULAR EXPANSION JOINT PLAN, ELEVATION AND CROSS SECTION

TYPE "A" SUPPORT BAR DETAILS

TYPE "B" SUPPORT BAR DETAILS

SUPPORT BOX "A" ASSEMBLY

SUPPORT BOX "B" ASSEMBLY

MODULAR EXPANSION JOINT DETAILS

LEVELING & LIFTING ASSEMBLIES, MATERIAL SPECIFICATIONS & INSTALLATION PROCEDURE

DRAWING NO. SHOP DRAWING INFORMATION

SUPPORT BOX PLANS AND SIDEWALK/CURB DETAILS

W912WJ-18-B-0002

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OCTOBER 2017

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ABBREVIATIONS:

SCOPE OF WORK GENERAL NOTES

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C

TYP. TYPICAL

REQ'D REQUIRED

REINF. REINFORCEMENT

O.C. ON CENTER

N.T.S. NOT TO SCALE

NO. NUMBER

MIN. MINIMUM

MAX. MAXIMUM

LF LINEAR FEET

KSI KIPS PER SQUARE INCH

JT. JOINT

GALV. GALVANIZED

EXIST. EXISTING

EXPAN. EXPANSION

EL. ELEVATION

CENTER LINE

C C CENTER TO CENTER

CONC. CONCRETE

APPROX. APPROXIMATE

@ AT

& AND

OF THE MODULAR JOINT SYSTEM.

MEMBERS (FLOORBEAMS OR STRINGERS) DURING DEMOLITION OR INSTALLATION

4. THE CONTRACTOR SHALL NOT DAMAGE EXISTING STEEL SUPERSTRUCTURE

SO AS NOT TO DAMAGE THE EXISTING BRIDGE DECK STEEL GRATING.

3. THE CONTRACTOR SHALL USE CARE WHEN REMOVING THE EXISTING MODULAR JOINT

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS IN THE FIELD.

ARE INCLUDED FOR REFERENCE PURPOSES ONLY.

2. THE INFORMATION DRAWINGS OF THE EXISTING MODULAR JOINT

GEOMETRY IN THE FIELD PRIOR TO FABRICATION AND ERECTION.

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND

THE MODULAR JOINT.

THIS INCLUDES DEMOLITION & REPLACEMENT OF EXISTING CONCRETE AND REINFORCEMENT UNDERNEATH AND ON EITHER SIDE OF

8. REPAIR REINFORCED CONCRETE CORBELS SUPPORTING THE SOUTH ABUTMENT MODULAR EXPANSION JOINT ON THE SAGAMORE BRIDGE.

REPAVE A MINIMUM OF 3’ WIDE ON EITHER SIDE OF THE NEW MODULAR JOINT.

THE MODULAR JOINT EXTENDS PAST THE ROADWAY UP ONTO THE SAFETY CURB (EAST SIDE) AND ON THE SIDEWALK (WEST SIDE).

7. REMOVE AND REPLACE THE SOUTH ABUTMENT MODULAR EXPANSION JOINT ON THE SAGAMORE BRIDGE AS SHOWN ON THE CONTRACT DRAWINGS.

SAGAMORE BRIDGE - MODULAR EXPANSION JOINT

APPLY NEW COATING OVER ENTIRE SAFETY/BRUSH CURB.

6. REPAIR SPALLED CONCRETE ON HORIZONTAL SURFACES OF THE SAFETY/BRUSH CURB SIDE, REMOVE ENTIRE EXISTING COATING, (TIGHTLY ADHERED COATING SHALL REMAIN), APPLY NEW COATING OVER ENTIRE SIDEWALK.

5. REPAIR SPALLED CONCRETE ON HORIZONTAL SURFACES OF THE SIDEWALK SIDE, REMOVE ANY LOOSE EXISTING COATING

REPAVE A MINIMUM OF 3’ WIDE ADJACENT TO THE NEW ARMOR STEEL.

4. REMOVE AND REPLACE MISSING/BROKEN ARMOR STEEL AT SOUTH APPROACH TRANSITION JOINT AS SHOWN ON THE CONTRACT DRAWINGS.

THE CONTRACT DRAWINGS. REPAVE A MINIMUM OF 3’ WIDE ADJACENT TO THE NEW ARMOR STEEL.

3. REMOVE AND REPLACE MISSING/BROKEN ARMOR STEEL AT AN ABUTMENT EXPANSION JOINT ON THE NORTH ABUTMENT AS SHOWN ON

REPAVE A MINIMUM OF 3’ WIDE ADJACENT TO THE NEW ARMOR STEEL.

THE ARMOR STEEL, CONCRETE, AND ANCHOR REINFORCEMENT.

AS SHOWN ON THE CONTRACT DRAWINGS. THIS WILL REQUIRE REMOVING AND REPLACING IN-KIND

2. REMOVE AND REPLACE MISSING/BROKEN ARMOR STEEL AT THE NORTH APPROACH TRANSITION JOINT

BOURNE BRIDGE

THIS INCLUDES REPLACING THE SEALS ON THE ROADWAY, THE VERTICAL PORTIONS OF THE CURBS AND ON THE CURBS AND SIDEWALKS.

ALL TEN COMPRESSION SEALS IN EXPANSION JOINTS OF THE BOURNE BRIDGES.

1. REPLACE ALL SEVEN COMPRESSION SEALS IN EXPANSION JOINTS OF THE SAGAMORE BRIDGE AND

SAGAMORE & BOURNE BRIDGES:

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PIER 3 PIER 5

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RI

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SAGAMORE BRIDGE

D4

A1

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50' 100'0

50' 100'0

0 4000'2000'

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VICINITY MAP

SCALE: 1" = 2,000'

SCALE: 1' = 50'

SCALE: 1' = 50'

GENERAL NOTES:

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SAGAMORE BRIDGE STAGING AREA

STAGING AREA

CONTRACTOR'S

BOURNE BRIDGE STAGING AREA

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TO GROUND AT THIS LOCATION.

DESCENDS FROM BRIDGE DECK

10" NATURAL GAS LINE.

TO GROUND AT THIS LOCATION.

DESCENDS FROM BRIDGE DECK

10" NATURAL GAS LINE.

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STAGING AREA

CONTRACTOR'S

STAGING AREA

CONTRACTOR'S

STAGING AREA

CONTRACTOR'S

OTHER WORK DURING CONSTRUCTION.

DAMAGED DURING INSTALLATION OF FENCE POSTS OR

LOCATION OF PIPE IN THE FIELD TO ENSURE PIPE IS NOT

CONTRACTOR SHALL DETERMINE UNDERGROUND

PIPE CONTINUES UNDERGROUND.

AT THE SAGAMORE BRIDGE: SOUTH ABUTMENT THE

CONTINUES UNDERGROUND.

AT THE BOURNE BRIDGE: PIER 3, THE PIPE

AND STAGING AREAS.

TO THE GROUND SURFACE NEAR THE CONSTRUCTION

2. TWO 10" DIAMETER NATURAL GAS PIPES DESCEND

WORK ABOVE.

ENSURE PEDESTRIAN SAFETY DURING ON GOING

FENCE LOCATIONS. FENCE SHALL BE LOCATED TO

CONTRACTOR SHALL BE RESPONSIBLE FOR EXACT

1. LOCATION OF TEMPORARY FENCING IS APPROXIMATE.

ABUTMENT

SOUTH

SEE SPECIFICATIONS FOR DETAILS

TEMPORARY FENCING

SEE SPECIFICATIONS FOR DETAILS

TEMPORARY FENCING

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WORK

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BRIDGE

WORK

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BRIDGE

WORK

XX FT

BRIDGE

WORK

AHEAD

WIDE

LOADS

NO

BOARD

MESSAGE

VARIABLE

1 2 3 4

THE FIELD BY THE ENGINEER

ADVISORY SPEED IS DETERMINED IN

WARNING SIGN; NEVER STANDS ALONE

MUST ALWAYS BE DISPLAYED WITH A

SPEED

REDUCED

M.P.H.

B1

C6 N.T.S.

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SCALE: 1" = 1,000'

ADVANCED SIGNING PLAN

TYPICAL ADVANCED CONSTRUCTION SIGNING

9 1

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BRIDGE

BOURNE

ABUTMENT

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APPROVAL FROM THE CORPS OF ENGINEERS.

8. ALL DISTANCES MAYBE ADJUSTED SLIGHTLY TO MEET WITH FIELD CONDITIONS WITH

THROUGH 3 MESSAGES.

7. VARIABLE MESSAGE BOARDS SHALL CONTAIN 3 LINES AND SHALL BE ABLE TO SCROLL

6. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.

PRIOR TO START OF WORK.

PLACE PRIOR TO THE START OF ANY WORK. MESSAGE BOARDS SHALL BE IN PLACE 1 WEEK

5. TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL BE IN

4. ALL SIGN LEGENDS, BORDERS, AND MOUNTING SHALL BE IN ACCORDANCE WITH MUTCD.

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) AND ALL REVISIONS.

3. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE

2. ADVANCED SIGNING SHALL REMAIN IN PLACE THROUGHOUT THE LENGTH OF CONSTRUCTION.

1. EXACT LOCATION OF SIGNS SHOWN ABOVE SHALL BE APPROVED BY THE CORPS OF ENGINEERS.

GENERAL NOTES:

ABUTMENT

SOUTH

TO FALMOUTH

NOTE:

PLANS ON BRIDGE

FOR TRAFFIC CONTROL

SEE SHEET C-103

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EDGE OF WATER

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SHIFTING TAPER

SCALE: 1" = 100'

SEE NOTE 1.

250' BUFFER160'

SHIFTING TAPER

12 11 7 10

F1

E1

C1

SCALE: 1" = 100'

TRAFFIC MANAGEMENT PHASE I

TRAFFIC MANAGEMENT PHASE II

SCALE: 1" = 100'

TRAFFIC MANAGEMENT PHASE III

SCALE: 1" = 100'

TRAFFIC MANAGEMENT PLAN PHASE I, II AND III

N N

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C A P E C O D C A N A L

SHIFTING TAPER

SEE NOTE 1.

DRUMS OFF BRIDGE

C A P E C O D C A N A L

SHIFTING TAPER

SEE NOTE 1.

DRUMS OFF BRIDGE

13 710

GENERAL NOTES:

B7

SIGN TYPES

13 14

N.T.S.

(SEE NOTE 4)

ATTENUATOR

ATTACHED IMPACT

WORK VEHICLE WITH

(SEE NOTE 4)

ATTENUATOR

ATTACHED IMPACT

WORK VEHICLE WITH

100' 200'0

100' 200'0

100' 200'0

DRUMS OFF BRIDGE

DRUMS OFF BRIDGE

DRUMS OFF BRIDGE

WORK AREA WORK AREA

(SEE NOTE 4)

ATTENUATOR

ATTACHED IMPACT

WORK VEHICLE WITH

(SEE NOTE 4)

ATTENUATOR

ATTACHED IMPACT

WORK VEHICLE WITH

T R

A F F

IC

C

O N

T R

O L P

L A

N

WITH APPROVAL FROM THE CORPS OF ENGINEERS.

12. ALL DISTANCES MAY BE ADJUSTED SLIGHTLY TO MEET WITH FIELD CONDITIONS

TO SCROLL THROUGH 3 MESSAGES.

11. VARIABLE MESSAGE BOARDS SHALL CONTAIN 3 LINES AND SHALL BE ABLE

10. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.

MESSAGE BOARDS SHALL BE IN PLACE 1 WEEK PRIOR TO START OF WORK.

DEVICES SHALL BE IN PLACE PRIOR TO THE START OF ANY WORK.

9. TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL

WITH MUTCD.

8. ALL SIGN LEGENDS, BORDERS, AND MOUNTING SHALL BE IN ACCORDANCE

(MUTCD) AND ALL REVISIONS.

EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"

7. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST

OF CONSTRUCTION.

6. ADVANCED SIGNING SHALL REMAIN IN PLACE THROUGHOUT THE LENGTH

THE CORPS OF ENGINEERS.

5. EXACT LOCATION OF SIGNS SHOWN ABOVE SHALL BE APPROVED BY

AT START OF WORK AREA AT ALL TIMES (AS SHOWN).

4. WORK VEHICLE WITH ATTACHED IMPACT ATTENUATOR SHALL BE POSITIONED

SHALL NOT BE CHANGED EXCEPT SOUTH SIDE OF THE BOURNE BRIDGE.

ON ACTUAL LOCATION OF WORK AREA. 250' BUFFER AND 160' SHIFTING TAPER

3. MAXIMUM DISTANCE SHALL BE ADJUSTED (SHORTENED) AS NECESSARY BASED

2. REFER TO SHEET C-601 FOR CONSTRUCTION SIGN SCHEDULE.

1. REFER TO SHEET C-102 FOR ADVANCED SIGNING PLAN.

BUFFER AND TAPER ZONES

BUFFER AND TAPER ZONES

BUFFER AND TAPER ZONES

DRUMS OFF BRIDGE

T

N G

U Y

E N

DRUMS OFF BRIDGE

(SEE NOTE 4)

ATTENUATOR

ATTACHED IMPACT

WORK VEHICLE WITH

ACTUAL WORK AREAS MAY VARY.

REPRESENTATIONAL WORK AREA SHOWN,

LEGEND

(SEE NOTE 4)

ATTENUATOR

ATTACHED IMPACT

WORK VEHICLE WITH

ATTENUATOR (SEE NOTE 4)

ATTACHED IMPACT

WORK VEHICLE WITH

200' 160' 250' BUFFER

CONES ON BRIDGEDRUMS OFF BRIDGE

WORK AREA

AT 20' C.C. (TYP.)

PLASTIC DRUMS

REFLECTORIZED

NOTE 4)

ATTENUATOR (SEE

ATTACHED IMPACT

WORK VEHICLE WITH

WORK AREA

NOTE 4)

ATTENUATOR (SEE

ATTACHED IMPACT

WORK VEHICLE WITH

NOTE 4)

ATTENUATOR (SEE

ATTACHED IMPACT

WORK VEHICLE WITH

WORK AREA

CONES ON BRIDGE

AT 20' C.C. (TYP.)

PLASTIC DRUMS

REFLECTORIZED

WORK AREA

200' 160' 250' BUFFER

CONES ON BRIDGEDRUMS OFF BRIDGE

WORK AREA

AT 20' C.C. (TYP.)

PLASTIC DRUMS

REFLECTORIZED

WORK AREA

CONES ON BRIDGE

AT 20' C.C. (TYP.)

PLASTIC DRUMS

REFLECTORIZED

WORK AREA

200' 160' 250' BUFFER

CONES ON BRIDGEDRUMS OFF BRIDGE

WORK AREA

AT 20' C.C. (TYP.)

PLASTIC DRUMS

REFLECTORIZED

NOTE 4)

ATTENUATOR (SEE

CONES ON BRIDGE

AT 20' C.C. (TYP.)

PLASTIC DRUMS

REFLECTORIZED

WORK AREA

(SEE NOTE 4)

ATTENUATOR

ATTACHED IMPACT

WORK VEHICLE WITH

O C

T O

B E

R

NORTH

ABUTMENT

MAINLAND

MATCH LINE LETTERS

SOUTH

ABUTMENT

CAPE SIDE

E D C B A F G H

P

IE

R

P

IE

R

P

IE

R

P

IE

R

P

IE

R

P

IE

R

5' 5' 4'

4'

0 5

10'

5' 0'

GRANITE CURB, TYP.

M A

T C

H L

IN

E

D

P

IE

R

R O

A D

W A

Y

P

IE

R

M A

T C

H L

IN

E

G

208'-0" (8 PANELS @ 26'-0")

N O

R T

H A

B U

T M

E N

T

M A

T C

H L

IN

E

H

TRANSITION

WEDGE BLOCK

M A

T C

H L

IN

E

H

E

W

P

IE

R

M A

T C

H L

IN

E F

GRANITE CURB, TYP.

LINE

CENTER

SCUPPER

P

IE

R

M A

T C

H L

IN

E

A

M A

T C

H L

IN

E F

P

IE

R

9 8 7 6 5 4 3 2 1 0 8

15' 14' 13' 12' 11' 10' 9'1514131211109

M A

T C

H L

IN

E

B

P

IE

R

E X

P A

N S

IO

N J

T

6'-8"

616'-0" (14 BAYS @ 44'-0")

C SPAN 1

E

E X

P A

N S

IO

N J

T

M A

T C

H L

IN

E

A

P

IE

R

W

FLOORBEAM

TYPICAL

0 1 2 3 4 5 6 7 8 9

P

IE

R

M A

T C

H L

IN

E

B

M A

T C

H L

IN

E

D

P

IE

R

C FLOOR BEAML

P

IE

R

M A

T C

H L

IN

E

C

M A

T C

H L

IN

E

C

P

IE

R

0 8

240'-0" (8 PANELS @ 30'-0")

GRANITE CURB

30'-0" E

M A

T C

H L

IN

E

E

W

E X

P A

N S

IO

N J

O

IN

T

E X

P A

N S

IO

N J

O

IN

T

0 8

E X

P A

N J T

E X

P A

N S

IO

N J

T

SCUPPER CENTER LINESCUPPER CENTER LINE

LINE

CENTER

SCUPPER

LINE

CENTER

SCUPPER

SCUPPER CENTER LINESCUPPER CENTER LINE

SCUPPER CENTER LINE SCUPPER CENTER LINE

SCUPPER CENTER LINE

LINE

CENTER

SCUPPER

SCUPPER CENTER LINE

SCUPPER CENTER LINE

SCUPPER CENTER LINE

SCUPPER CENTER LINE

SCUPPER CENTER LINE SCUPPER CENTER LINE SCUPPER CENTER LINE

SCUPPER CENTER LINE

SCUPPER CENTER LINE

SCUPPER CENTER LINE SCUPPER CENTER LINE

-0

SCUPPER CENTER LINE

SCUPPER CENTER LINE

M A

T C

H L

IN

E

G

P

IE

R

M

T

C H L

IN

E

E

S O

U T

H A

B U

T M

E N

T

2,684'

150' 240'

SPAN 7

270'

SPAN 5

396'

SPAN 3

616'

SPAN 1

396'

SPAN 2 SPAN 4

240' 208'

SPAN 6

150'

2'-0" 1'-2"

1'-2"6'-8"

R O

A D

W A

Y

2"-0" CURB

1'-2" PARAPET, TYP.

6'-8" SIDEWALK

1'-2" PARAPET TYP.

GRANITE CURB

30'-0"

2'-0"

SPAN NO.6

R O

A D

W A

Y

6'-8"1'-2"

240'-0" (8 PANELS @ 30'-0")

5'-7" 13'-6"

GRANITE CURB, TYP.

396'-0" (9 BAYS @ 44'-0")

3'-0" 3'-0" 2'-0"

R O

A D

W A

Y

6'-8"

FLOOR BEAM

3'-0" 7'-0" 2'-0"

R O

A D

W A

Y

7'-0" 7'-0" 7'-0" 3'-0"

5'-7"13'-6"

396'-0" (9 BAYS @ 44'-0")

2'-0" 3'-0"

6'-8"

R O

A D

W A

Y

3'-0" 270'-0" (8 PANELS @ 33'-4")

2"-0" CURB

TRANSITION

WEDGE BLOCK

GRANITE CURB

6'-8"

SIDEWALK

1'-2" PARAPET, TYP.

ABUTMENT PYLON, TYP. 2'-0"

SPAN NO.7

1'-2" PARAPET

TYPICAL

ABUTMENT PYLON, TYPICAL

GRANITE CURB

'-0

R O

A D

W A

Y

'-0

R O

A D

W A

Y

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 O

F

C A

P -1

B O

U R

N E

M A

S S

A C

H U

S E

T T S

C A

P E C

O D C

A N

A L

B O

U R

N E A

N D S

A G

A M

O R

E B

R

ID

G E

S

J O

IN

T S

E A

L A

N D E

X P

A N

S

IO

N J

O

IN

T R

E P

L A

C E

M E

N T

SHEET ID

®of Engineers

US Army Corps

W

W J -1

-B -0

EAST

WEST

PANEL

POINT

E

W

LEGEND

REMOVE AND REPLACE

APPROX. 40 LF. OF

TRANSITION JOINT

STEEL ANGLE 6" x 4" x 1/2"

SEE SHEET S-504

SEAL JOINT

COMPRESSION

REPLACE

SEAL JOINT

COMPRESSION

REPLACE

SEAL JOINT

COMPRESSION

REPLACE

SEAL JOINT

COMPRESSION

REPLACE

SEAL JOINT

COMPRESSION

REPLACE

SEAL JOINT

COMPRESSION

REPLACE

SEAL JOINT

COMPRESSION

REPLACE

SEAL JOINT

COMPRESSION

REPLACE

PARTIALLY REMOVE

AND REPLACE APPROX.

3 LF. OF 3/4" X 4"

ARMOR PLATE

SEE SHEET S-503 PARTIALLY REMOVE

AND REPLACE APPROX.

8 LF. OF TRANSITION JOINT

6" X 4" X 1/2" STEEL ANGLE

SEE SHEET S-504

SIDEWALK TO BE REPAIRED

SIDEWALK TO BE REPAIRED

SAFETY CURB TO

BE REPAIRED

SAFETY CURB TO

BE REPAIRED

SIDEWALK TO BE REPAIRED

SAFETY CURB TO BE REPAIRED

SIDEWALK TO BE REPAIRED

SIDEWALK TO BE REPAIRED

SAFETY CURB TO BE REPAIRED

SAFETY CURB TO BE REPAIRED

SAFETY CURB TO BE REPAIRED

SIDEWALK TO BE REPAIRED

SIDEWALK TO BE REPAIRED

SAFETY CURB TO BE REPAIRED

B1

E5

D1

F1

SCALE: 1" = 30'

SCALE: 1" = 30'

SCALE: 1" = 30'

SCALE: N.T.S.

SPAN NO. 3

SPAN NO. 1

SPAN NO. 2

30' 60'0

30' 60'0

30' 60'0

30' 60'0

SPAN 7

BOURNE BRIDGE EAST ELEVATION

F5

SCALE: 1" = 30' 30' 60'0

BOURNE NORTH ABUTMENT PLAN F8

SPAN NO. 6

SPAN NO. 4

B6

SPAN NO. 5

A5

BOURNE SOUTH ABUTMENT PLAN

N

A N

S I

D

C-104

:1

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

B O

U R

N E B

R

ID

N

N N

N

N

N

N

T

N G

U Y

E N

D E

C K P

L A

N A

N D E

L E

V A

T

IO

N

GENERAL NOTES:

O C

T O

B E

R

REQUIRED COMPLETION DATES FOR EACH PHASE OF CONSTRUCTION.

REGARDING THE SEQUENCING OF CONSTRUCTION AND THE

3. SEE SPECIFICATION SECTION 01.11.00 FOR FURTHER INFORMATION

WORK HAS BEEN COMPLETED ON THE SAGAMORE BRIDGE.

2. WORK ON THE BOURNE BRIDGE SHALL BE CONDUCTED AFTER ALL

1. WORK ON BOTH BRIDGES SHALL BE CONDUCTED IN THREE PHASES.

S-503 A7

S-504 C4

S-504 C4

S-504 F1

S-504

SAGAMORE

ROAD

C A P E C O D C A N A L

TRACKS

RAILROAD

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 O

F

C A

P -1

B O

U R

N E

M A

S S

A C

H U

S E

T T S

C A

P E C

O D C

A N

A L

B O

U R

N E A

N D S

A G

A M

O R

E B

R

ID

G E

S

J O

IN

T S

E A

L A

N D E

X P

A N

S

IO

N J

O

IN

T R

E P

L A

C E

M E

N T

SHEET ID

®of Engineers

US Army Corps

W

W J -1

-B -0

W20-1W20-1a W20-1b W20-1c

W13-1

R2-10

G20-2

BRIDGE

WORK

1 MILE

BRIDGE

WORK

½ MILE

BRIDGE

WORK

XX FT

BRIDGE

WORK

AHEAD

WIDE

LOADS

NO

BOARD

MESSAGE

VARIABLE

1 2 3 4

THE FIELD BY THE ENGINEER

ADVISORY SPEED IS DETERMINED IN

WARNING SIGN; NEVER STANDS ALONE

MUST ALWAYS BE DISPLAYED WITH A

SPEED

REDUCED

M.P.H.

5 2

2 3

6A

TO PLYMOUTH

SAGAMORE BRIDGE

ABUTMENT

NORTH

ABUTMENT

SOUTH

TO HYANNIS

B1

C6 N.T.S.

N

SCALE: 1" = 1,000'

ADVANCED SIGNING PLAN

TYPICAL ADVANCED CONSTRUCTION SIGNING

GENERAL NOTES:

A N

S I

D

C-105

:1

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

S A

G A

M O

R E B

R

ID

G E

A D

V A

N C

E D S

IG

N

IN

N G

U Y

E N

APPROVAL FROM THE CORPS OF ENGINEERS.

8. ALL DISTANCES MAY BE ADJUSTED SLIGHTLY TO MEET FIELD CONDITIONS WITH

THROUGH 3 MESSAGES.

7. VARIABLE MESSAGE BOARDS SHALL CONTAIN 3 LINES AND SHALL BE ABLE TO SCROLL

6. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.

PRIOR TO START OF WORK.

PLACE PRIOR TO THE START OF ANY WORK. MESSAGE BOARDS SHALL BE IN PLACE 1 WEEK

5. TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL BE IN

4. ALL SIGN LEGENDS, BORDERS, AND MOUNTING SHALL BE IN ACCORDANCE WITH MUTCD.

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) AND ALL REVISIONS.

3. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE

2. ADVANCED SIGNING SHALL REMAIN IN PLACE THROUGHOUT THE LENGTH OF CONSTRUCTION.

1. EXACT LOCATION OF SIGNS SHOWN ABOVE SHALL BE APPROVED BY THE CORPS OF ENGINEERS.

NOTE:

PLANS ON BRIDGE

FOR TRAFFIC CONTROL

SEE SHEET C-106

O C

T O

B E

R

R V

IC

E R

O A

D

C A

N A

L

C A

N A

L

PIER 2 PIER 1

A C

C E

S S R

O A

D

SOUTH ABUTMENT

S A

N D

W

IC

H R

O A

D

C A

N A

L S

E R

V

IC

E R

O A

D

R R T

R A

C K

S

M A

S S

C O

A S

T A

LNORTH ABUTMENT

S E

R V

IC

E R

O A

D

C A

N A

L

C A

N A

L

PIER 2 PIER 1

A C

C E

S S R

O A

D

SOUTH ABUTMENT

S A

N D

W

IC

H R

O A

D

C A

N A

L S

E R

V

IC

E R

O A

D

R R T

R A

C K

S

M A

S S

C O

A S

T A

LNORTH ABUTMENT

S E

R V

IC

E R

O A

D

C A

N A

L

C A

N A

L

PIER 2 PIER 1

A C

C E

S S R

O A

D

SOUTH ABUTMENT

S A

N D

W

IC

H R

O A

D

C A

N A

L S

E R

V

IC

E R

O A

D

R R T

R A

C K

S

M A

S S

C O

A S

T A

LNORTH ABUTMENT

C A P E C O D C A N A L

C A P E C O D C A N A L

C A P E C O D C A N A L

YELLOW LINE)

MARKING (DOUBLE

DIVIDED HIGHWAY

YELLOW LINE)

MARKING (DOUBLE

DIVIDED HIGHWAY

YELLOW LINE)

MARKING (DOUBLE

DIVIDED HIGHWAY

YELLOW LINE)

MARKING (DOUBLE

DIVIDED HIGHWAY

SOUTH ABUTMENT

SOUTH ABUTMENT

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 O

F

C A

P -1

B O

U R

N E

M A

S S

A C

H U

S E

T T S

C A

P E C

O D C

A N

A L

B O

U R

N E A

N D S

A G

A M

O R

E B

R

ID

G E

S

J O

IN

T S

E A

L A

N D E

X P

A N

S

IO

N J

O

IN

T R

E P

L A

C E

M E

N T

SHEET ID

®of Engineers

US Army Corps

W

W J -1

-B -0

W4-2L W4-2RM6-1R M6-1L

LANE (TYP.)

TRAVEL

12' MIN.

(SEE NOTE 5)

ATTENUATOR

ATTACHED IMPACT

WORK VEHICLE WITH

LANE (TYP.)

TRAVEL

12' MIN.

(SEE NOTE 5)

ATTENUATOR

ATTACHED IMPACT

WORK VEHICLE WITH

LANE (TYP.)

TRAVEL

12' MIN.

N

F1 100' 200'0

SCALE: 1" = 100'

N

D1 100' 200'0

ADVANCED SIGNING PLAN PHASE II

SCALE: 1" = 100'

N

B1 100' 200'0

SCALE: 1" = 100'

A1

SIGN TYPES

13 14

N.T.S.

GENERAL NOTES:

(SEE NOTE 5)

ATTENUATOR

WORK AREA WORK AREA

CONES ON BRIDGEDRUMS OFF BRIDGE CONES ON BRIDGE

DRUMS OFF BRIDGE

DRUMS OFF BRIDGE

SHIFTING TAPER

SHIFTING TAPER

SHIFTING TAPER

SHIFTING TAPER

CONES ON BRIDGEDRUMS OFF BRIDGE CONES ON BRIDGE

DRUMS OFF BRIDGE

DRUMS OFF BRIDGE

CONES ON BRIDGEDRUMS OFF BRIDGE CONES ON BRIDGE

DRUMS OFF BRIDGE

DRUMS OFF BRIDGE

SHIFTING TAPER

WORK AREA

SHIFTING TAPER

WORK AREA

WORK AREA

(SEE NOTE 5)

ATTENUATOR

ATTACHED IMPACT

WORK VEHICLE WITH

(SEE NOTE 5)

ATTENUATOR

ATTACHED IMPACT

WORK VEHICLE WITH

(SEE NOTE 5)

ATTENUATOR

ATTACHED IMPACT

WORK VEHICLE WITH 14

(SEE NOTE 5)

ATTENUATOR

IMPACT

WITH ATTACHED

WORK VEHICLE

WORK AREA

12WORK AREA

WORK AREA

WORK AREA

OF CONSTRUCTION.

6. ADVANCED SIGNING SHALL REMAIN IN PLACE THROUGHOUT THE LENGTH

THE CORPS OF ENGINEERS.

5. EXACT LOCATION OF SIGNS SHOWN ABOVE SHALL BE APPROVED BY

AT START OF WORK AREA AT ALL TIMES (AS SHOWN).

4. WORK VEHICLE WITH ATTACHED IMPACT ATTENUATOR SHALL BE POSITIONED

SHALL NOT BE CHANGED.

ON ACTUAL LOCATION OF WORK AREA. 250' BUFFER AND 160' SHIFTING TAPER

3. MAXIMUM DISTANCE SHALL BE ADJUSTED (SHORTENED) AS NECESSARY BASED

2. REFER TO SHEET C-601 FOR CONSTRUCTION SIGN SCHEDULE.

1. REFER TO SHEET C-105 FOR ADVANCED SIGNING PLAN.

WITH APPROVAL FROM THE CORPS OF ENGINEERS.

12. ALL DISTANCES MAY BE ADJUSTED SLIGHTLY TO MEET WITH FIELD CONDITIONS

TO SCROLL THROUGH 3 MESSAGES.

11. VARIABLE MESSAGE BOARDS SHALL CONTAIN 3 LINES AND SHALL BE ABLE

10. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.

MESSAGE BOARDS SHALL BE IN PLACE 1 WEEK PRIOR TO START OF WORK.

DEVICES SHALL BE IN PLACE PRIOR TO THE START OF ANY WORK.

9. TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL

WITH MUTCD.

8. ALL SIGN LEGENDS, BORDERS, AND MOUNTING SHALL BE IN ACCORDANCE

(MUTCD) AND ALL REVISIONS.

EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"

7. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST

N

S I

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C-106

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A F F

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250' BUFFER 160'

250' BUFFER 160'

250' BUFFER 160'

250' BUFFER160'

250' BUFFER160'

250' BUFFER160'

14 11

T

N G

U Y

E N

ACTUAL WORK AREAS MAY VARY.

REPRESENTATIONAL WORK AREA SHOWN,

LEGEND

O C

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ADVANCED SIGNING PLAN PHASE III

ADVANCED SIGNING PLAN PHASE I

EXISTING

TRANSITION

WEDGE BLOCK

M A

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IN

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A

R O

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W A

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396'-0" (9 BAYS @ 44'-0")

3'-0" 2'-0"

3'-0"

M A

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H L

IN

E

D

M A

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H L

IN

E

B

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P A

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2'-0"

7'-0"

616'-0" (14 BAYS @ 44'-0")

7'-0"

396'-0" (9 BAYS @ 44'-0")

3'-0" 13'-6"

M A

T C

H L

IN

E

B

5'-7"

E X

P A

N S

IO

N J

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M A

T C

H L

IN

E

A

3'-0"7'-0"

MATCH LINE LETTERS

1833'

616'

SPAN 1

P

IE

R

SPAN 2

396' 200'396'

SPAN 3

225'

R O

A D

W A

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E X

P A

N S

IO

N J

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E X

P A

N S

IO

N J

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M A

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H L

IN

E

C

SPAN NO.3

2'-0" 223'-0"

EXISTING

TRANSITION

WEDGE BLOCK

M A

T C

H L

IN

E

C

R O

A D

W A

Y

6'-8"

2'-0" 3'-0"

GRANITE

CURB,

TYP.

E

6'-8"

W

SPAN NO. 2

EXISTING TYPICAL

ABUTMENT PYLON

2'-0"

E

W

E

EXISTING MODULAR

EXPANSION JOINT

6'-8"

30'-0"

2'-0"

198'-0"

5'-7" 13'-6"

0'1'2'3'4'5'6'7'8'9'

FLOORBEAM

TYPICAL

3'-0"

7'-0"

9 10 11 12 13 14 15

15' 14' 12' 11' 10' 9'13'

2 31 4 5 6 7 8 9

2'-0"

6'-8"

EXISTING TYPICAL

ABUTMENT PYLON

30'-0"

W

NORTH

ABUTMENT

MAINLAND

SOUTH

ABUTMENT

CAPE SIDE

C B A D

0 5

10'

5' 0'

E X

P A

N S

IO

N

J T

FLOOR BEAM

E X

P A

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SCUPPER CENTER LINESCUPPER CENTER LINESCUPPER CENTER LINE

LINE

CENTER

SCUPPER

LINE

CENTER

SCUPPER

LINE

CENTER

SCUPPER

LINE

CENTER

SCUPPER

LINE

CENTER

SCUPPER

LINE

CENTER

SCUPPER

LINE

CENTER

SCUPPER

LINE

CENTER

SCUPPER

LINE

CENTER

SCUPPER

LINE

CENTER

SCUPPER

SCUPPER CENTER LINE

S O

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®of Engineers

US Army Corps

W

W J -1

-B -0

EAST

WEST

PANEL

POINT

E

W

LEGEND

C

SEAL JOINT

COMPRESSION

REPLACE

SEAL JOINT

COMPRESSION

REPLACE

SEAL JOINT

COMPRESSION

REPLACE

SEAL JOINT

COMPRESSION

REPLACE

B1

B7

SAGAMORE NORTH ABUTMENT PLAN

SCALE: 1" = 30'

SCALE: 1" = 30'

SCALE: 1" = 30'

SCALE: 1" = 30'

SCALE: N.T.S.

SAGAMORE BRIDGE EAST ELEVATION

SAGAMORE SOUTH ABUTMENT PLAN

SPAN NO. 3

SPAN NO. 1

SPAN NO. 2

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C-107

S A

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R E B

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ID

G E

30' 60'0

30' 60'0

30' 60'0

30' 60'0

30' 60'0

N

N

GENERAL NOTES:

N

N

N

SEE SHEET S-501

EXPANSION JOINT

REPLACE MODULAR

T

N G

U Y

E N

D E

C K P

L A

N A

N D E

L E

V A

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N

O C

T O

B E

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REQUIRED COMPLETION DATES FOR EACH PHASE OF CONSTRUCTION.

REGARDING THE SEQUENCING OF CONSTRUCTION AND THE

3. SEE SPECIFICATION SECTION 01 11.00 FOR FURTHER INFORMATION

WORK HAS BEEN COMPLETED ON THE SAGAMORE BRIDGE.

2. WORK ON THE BOURNE BRIDGE SHALL BE CONDUCTED AFTER ALL

1. WORK ON BOTH BRIDGES SHALL BE CONDUCTED IN THREE PHASES.

S-503 A7

S-501

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C H

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D R

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IS

S

U E D

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C

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F

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2 3 4 5 6 7 8 9 10

C O

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C A

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B O

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M A

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A C

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C A

P E C

O D C

A N

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N E A

N D S

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SHEET ID

®of Engineers

US Army Corps

W

W J -1

-B -0

SIZE OF SIGN

(in)

WIDTH

(in)

HEIGHT

TEXT

TEXT DIMENSIONS (in)

HEIGHT

LETTER

SPACING

VERTICAL

RTE MKR

ARROW

COLOR

GROUND

BACK-

LEGEND BORDER

REMARKS:

SEE STANDARDS 3 SEE STANDARDS

SIZE OF SIGN

(in)

WIDTH

(in)

HEIGHT

TEXT

TEXT DIMENSIONS (in)

HEIGHT

LETTER

SPACING

VERTICAL

RTE MKR

ARROW

COLOR

GROUND

BACK-

LEGEND BORDER

REMARKS:

SEE STANDARDS SEE STANDARDS

N/A

N/A

6 N/A

N/A

N/A

N/A

N/A

N/A

N/A

36 4

BRIDGE

WORK

1 MILE

N/A

N/A

N/A

N/A

N/A

N/A

N/A

W20-1a

BRIDGE

WORK

1 MILE

W20-1b

BRIDGE

WORK

½ MILE

W20-1

BRIDGE

WORK

XX FT

W20-1c

BRIDGE

WORK

AHEAD

BOARD

MESSAGE

VARIABLE

WIDE

LOADS

NO

OF SIGNS.

LOCATION

C-106 FOR

C-102 THRU

SEE SHEETS

OF SIGNS.

LOCATION

C-106 FOR

C-102 THRU

SEE SHEETS

OF SIGNS.

LOCATION

C-106 FOR

C-102 THRU

SEE SHEETS

OF SIGNS.

LOCATION

C-106 FOR

C-102 THRU

SEE SHEETS

OF SIGNS.

LOCATION

C-106 FOR

C-102 THRU

SEE SHEETS

OF SIGNS.

LOCATION

C-106 FOR

C-102 THRU

SEE SHEETS

STANDS ALONE.

SIGN; NEVER

WITH WARNING

DISPLAYED

MUST BE

STANDS ALONE.

SIGN; NEVER

WITH WARNING

DISPLAYED

MUST BE

35 MPH -

BRIDGE

BOURNE

MORE BR

SAGA-

SIGNS REQ'D

NUMBER OF

AND NO. REQ'D

POST SIZE

BRIDGE

BOURNE

SIGNS REQ'D

NUMBER OF

BRIDGE

BOURNE

MORE BR

SAGA-

AND NO. REQ'D

POST SIZE

BRIDGE

BOURNE

NOTE: W20-1a AND W13-1 SHOWN, OTHERS ARE SIMILAR.

W13-1

M6-1R

M6-1L

R2-10

G20-2

NUMBER

IDENTIFICATION

NUMBER

IDENTIFICATION

NOTES:

W20-1a

M

IN

2'-0" MIN.

ROADWAY

EDGE OF

W13-1

P-5 POSTS, TYPICAL

BLACK LEGEND ON ORANGE BACKGROUND.

3. ALL TEMPORARY, REGULATORY WARNING AND GUIDE SIGNS SHALL BE

2. UNLESS OTHERWISE NOTED, ALL POSTS TO BE P-5.

AND 2012 MASSACHUSETTS AMENDMENT TO THE MUTCD.

1. PER 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

B1 N.T.S.

C6

0 4' 8'2'

SIGN ELEVATION

SCALE: 1/4" = 1' - 0"

CONSTRUCTION SIGN SCHEDULE

M.P.H.

REDUCED

SPEED

A N

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C-601

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N S

C H

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E N

OF SIGNS.

LOCATION

C-106 FOR

C-102 THRU

SEE SHEETS

OF SIGNS.

LOCATION

C-106 FOR

C-102 THRU

SEE SHEETS

OF SIGNS.

FOR LOCATION

C-103 AND C-106

DRUM. SEE SHEETS

ATTACHED TO

OF SIGNS.

FOR LOCATION

C-103 AND C-106

DRUM. SEE SHEETS

ATTACHED TO

OF SIGNS.

FOR LOCATION

C-103 AND C-106

DRUM. SEE SHEETS

ATTACHED TO

OF SIGNS.

FOR LOCATION

C-103 AND C-106

DRUM. SEE SHEETS

ATTACHED TO

BRIDGE

SAGAMORE

BRIDGE

SAGAMORE

W4-2L

W4-2R

O C

T O

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C T N

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C H

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D R

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IS

S

U E D

A T

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B

C

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F

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2 3 4 5 6 7 8 9 10

C O

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O R

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T R

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P S O

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S H

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T O

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C A

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M A

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A C

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C A

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O D C

A N

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®of Engineers

US Army Corps

W

W J -1

-B -0

20'-0"20'-0"

PYLON

ABUTMENT

SOUTH

20'-0"

SIDEWALK (EAST SIDE)

PYLON

ABUTMENT

SOUTH

POST

FENCE

EXIST.

1'-7"

2'-0"

SUPPORT BARS TYPICAL

FOR STEEL SEPARATION BEAMS

APPROXIMATE FIELD SPLICE LOCATIONS

(TYP. @ SIDEWALK & CURB)

CLEARANCE OF 2" BENEATH SEPARATOR BAR

LIMIT OF CONCRETE REMOVAL PROVIDE MIN.

IN THE CONCRETE.

BELOW SIDEWALK ARE NOT EMBEDDED

ELECTRICAL CONDUITS (NOT SHOWN)

STEEL SEPARATION BEAMS (TYP.)

20'-0"

SUPPORT BOXSUPPORT BOX

EXIST. 2'-7" STEEL FENCE POST

EXIST. 2'-7" STEEL FENCE POST

CURB (WEST SIDE)

6'-3"

SUPPORT BOXES (NUMBER AND SPACING TO BE DETERMINED BY JOINT MANUFACTURER)

NEW CONCRETE

TO REMAIN.

8" BELOW TOP OF CURB

CONDUITS, APPROX.

EXISTING (2) 2" ELECTRICAL

ROADWAY

ROADWAY

SIDEWALK & CURB)

SIMILAR (TYPICAL

STABILIZER BAR OR

C

C

FENCE POST

EXIST. 2'-7" STEEL

C C

SEE CAMBER DETAIL SHEET S-502

MODULAR JOINT.

AFTER SETTING NEW

FILL WITH NEW CONCRETE

OPENING FOR MODULAR EXPANSION JOINT.

AND EDGE BEAMS TYP.

STEEL SEPARATION

JOINT MANUFACTURER.

DETERMINED BY FINAL COMPONENT DESIGN BY

ACTUAL SIZE OF SUPPORT BOXES AND BARS TO BE

NOTE:

OF BOX LOCATED AS SHOWN TYPICAL

PROVIDE LONGITUDINAL JOINT AT EDGE

TO REMAIN TYPICAL

EXIST. GRANITE CURB

SUPPORT BOX TYPICAL SUPPORT BARS TYPICAL

SUPPORT BOX TYPICAL

B1

E1

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

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

N

0 2' 4'1'

0 2' 4'1'

S I

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S-501

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EXISTING AND NEW MODULAR EXPANSION JOINT PLAN

EXISTING AND NEW MODULAR EXPANSION JOINT SECTION

C-107

B4

O C

T O

B E

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S-501 B1

S-501 B1

S-503 B1

S-503 B1

S-503 F1

S-503 F1

S-502 D4

S-502 D4

S-502 D8

S-502 D8

S-502 D1

S-502

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C O

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A L E

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T O

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C A

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B O

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N E

M A

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A C

H U

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T T S

C A

P E C

O D C

A N

A L

B O

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N E A

N D S

A G

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®of Engineers

US Army Corps

W

W J -1

-B -0

C

L E

A R

FROM MODULAR JOINT

STEEL EDGE BEAM

DISCONTINUOUS AT SUPPORT BOXES

1/4" STEEL PLATE-HEIGHT VARIES PER CAMBER:

TYPICAL

4"

TYPICAL

4"

STEEL NOT SHOWN FOR CLARITY

#5, BEND AS SHOWN AT 6"

(ABUTMENT SIDE AS SHOWN: SUPERSTRUCTURE SIDE OPPOSITE HAND)

REQUIRED TO FIT

LEGS TO BE CUT AS

"2

1ANGLE 6" X 4" X

SUPPORT BOX

SUPPORT BOX

SUPPORT BAR

6% SLOPE

8 12"

5 316" GRID

8"

TO REMAIN

WEDGE PLATE

EXISTING W6 x 16 AND

BRIDGE SIDE

ABUTMENT

TYPICAL BOTH SIDES

REPAIR AS REQUIRED

EXISTING ASPHALT

TO REMAIN

AND SUPPORTS ANGLES

STRINGERS, DECKING

EXISTING FLOORBEAMS,

N

1'-2"1'-2"

#4 @6"

TYP.

#6

BEAM TYP.

STEEL EDGE ELEMENT TYPICAL

NEOPRENE SEALING

DEMOLISHED

MATERIAL TO BE

1/4" AMPLITUDE

CONCRETE

OF EXISTING

ROUGHEN SURFACE

#5@12"

2-#9

3-#6

BEAM TYPICAL

STEEL SEPARATION

TO REMAIN

WELDED TO W6 X 16

EXISTING 9" X 3/4" PLATE

STUD TO REMAIN

EXISTING ANGLE AND

BOTH SIDES

TYPICAL

TO REMAIN

EXISTING ANGLE

LIMITS OF MODULAR EXPANSION JOINT

TO BE REMOVED

#6@ 12" MAX.

SUPPORT BOX

SUPPORT BOX

SUPPORT BAR

BEAM TYP.

STEEL EDGE

BEAM TYPICAL

STEEL SEPARATION

ELEMENT TYPICAL

NEOPRENE SEALING

6% SLOPE

8 12"

5 316" GRID

8"

TYPICAL BOTH SIDES

REPAIR AS REQUIRED

EXISTING ASPHALT

1'-2"

TO REMAIN

WELDED TO W6 X 16

EXISTING 9" X 3/4" PLATE

TO REMAIN

WEDGE PLATE

EXISTING W6 x 16 AND

STUD TO REMAIN

EXISTING ANGLE AND

TO REMAIN

AND SUPPORTS ANGLES

STRINGERS, DECKING

EXISTING FLOORBEAMS,

BOTH SIDES

TYPICAL

TO REMAIN

EXISTING ANGLE

NEW #5@12"

2 NEW #9

3 NEW #6

NEW #4 @6"

TYP.

NEW #6

BRIDGE SIDE

ABUTMENT

NEW #6@ 12" MAX.

N

LIMITS OF NEW MODULAR EXPANSION JOINT

EPOXY GROUT

EMBEDMENT WITH

12" DEPTH OF

#6 DOWELS @6" O.C.

1/4" AMPLITUDE

CONCRETE

OF EXISTING

ROUGHEN SURFACE

EPOXY GROUT

EMBEDMENT WITH

12" DEPTH OF

#6 DOWELS @6" O.C.

TYPICAL

2" COVER

BEAM TYP.

STEEL EDGE

BEAM TYPICAL

STEEL SEPARATION

ELEMENT TYPICAL

NEOPRENE SEALING

6% SLOPE

5 316" GRID

8"

TYPICAL BOTH SIDES

EXISTING ANGLE TO REMAIN

TYPICAL BOTH SIDES

REPAIR AS REQUIRED

EXISTING ASPHALT

TO REMAIN

WELDED TO W6 X 16

EXISTING 9" X 3/4" PLATE

STUD TO REMAIN

EXISTING ANGLE AND

4"

TYP.

@ 6" CC TYPICAL

" DIA. x 6" LONG HEADED STUD2

LOOP

ANCHOR

TYPICAL

BOTH

SIDES

ABUTMENT

BRIDGE SIDE

1'-2"

TO REMAIN

WEDGE PLATE

EXISTING W6 x 16 AND

NEW #5@12"

2 NEW #9

3 NEW #6

NEW #4 @6"

NEW #6@ 12" MAX.

NEW #6 TYP.

N

LIMITS OF NEW MODULAR EXPANSION JOINT

4 NEW #4 @ 8"

TYPICAL BOTH SIDES

HOOK AT BOTH ENDS

NEW #4 WITH STANDARD

4 NEW #4 @ 8"

TYPICAL

2" COVER

8 12"

EPOXY GROUT

EMBEDMENT WITH

12" DEPTH OF

#6 DOWELS @6" O.C.

1/4" AMPLITUDE

CONCRETE

OF EXISTING

ROUGHEN SURFACE

EPOXY GROUT

EMBEDMENT WITH

12" DEPTH OF

#6 DOWELS @6" O.C.

4"

10 SPACES AT 2'-0"= 20'-0"

EDGE OF GUTTER

¾" 1 716"

2 916"2 116" 3" 3 38" 3 58" 3 13

16" 3 15 16"

C

SYM. ABOUT

ROADWAY

-4

TEMP.

F o N (IN)

3 58"

5 14"

6 78"

8 12"

10 18"

11 34"

13 38"

NOTE: ACTUAL DIMENSION OF NEW JOINT

DEPENDENT ON TEMPERATURE;

FOR DIMENSION "N", SEE TABLE BELOW

D1

SCALE: 1" - 1' - 0"

EXISTING CONDITION AND DEMOLITION

D4

SCALE: 1" - 1' - 0"

D8

SCALE: 1" - 1' - 0"

NEW SECTION BETWEEN SUPPORT BOXESNEW SECTION AT SUPPORT BOXES

A1

ENLARGED DETAIL

SCALE: 1" = 3"

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G A

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M O

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S-501

E9

S-501

E6

S-501

E8

J O

IN

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L A

C E

M E

N T D

E T

A

IL

S

A5

NOT TO SCALE

TYPICAL ROADWAY CAMBER JOINT AND DIMENSION TABLE

O C

T O

B E

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S-502 A1

S-502

L

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Y

IS

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F

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2 3 4 5 6 7 8 9 10

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O R

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®of Engineers

US Army Corps

W

W J -1

-B -0

4"4" 8" 4" 4"

"N"

N/2 N/21/2" 1'- 0"

(SIDEWALK SIDE)

EXISTING C18

EXISTING C18 (CURB SIDE)

THREADED INSERTS (TYP.)

ABUTMENT"N" (SIDEWALK SIDE ONLY)

#6 TYP.

GRANITE CURB

EXIST. JOINT (TO BE REMOVED)

GRANITE CURB

1'-0"

5/8" CURB PLATES

1'-0"

CURB

PLATE

GRANITE CURB (BRIDGE) GRANITE CURB (ABUTMENT)

THREADED INSERTS

FOR 3/4" BOLTS

1" TYPICAL

(SIDEWALK SIDE AS SHOWN

CURB SIDE OPPOSITE HAND)

AS REQUIRED TO ACCOMPLISH WORK)

" PLATES (TO BE REMOVED AND RESET8

1 34"

4" 4"4"

C U

R B S

ID

E

S

ID

E W

A L

K S

ID

E

(P O

R T

IO

N

4"

CENTERLINE OF JOINT

" PL. TYP. TO REMAIN4

(TYP. BOTH SIDES)

8x18.75 CHANNEL CUT TO FIT

SEE TABLE

A5 ON S-502

4" x 4"12" x 1'-3" LONG ANGLE

LIMITS OF CONCRETE REMOVAL AND REPLACEMENT

SAWCUT EXISTING STEEL

AT THIS LOCATION

S P

L

IC

E L

O C

A T

IO

N

STRAP ANCHORS NOT

SHOWN FOR CLARITY

PLATE AT CAMBER

OF ROAD

8"

NEW 34" x 4" x 2'-4" ARMOR

PLATE AT CAMBER

OF ROAD

NEW 12" x 2" x 2'-4" ARMOR

4"

NEW CONCRETE TYPICAL

EXISTING FLOOR BEAM

TYPICAL

HOOK AT BOTH ENDS

2-#4 WITH STANDARD

TYP.

AND REPLACEMENT

LIMITS OF CONCRETE REMOVAL

REQUIREMENTS

MANUFACTURER'S

TO BE ANCHORED PER

NEW STABILIZER BAR,

TO REMAIN TYPICAL

EXISTING #4 @ 8"

INSTALL NEW JOINT

MODULAR EXPANSION JOINT AND

REMOVE EXISTING

(C

N T

R A

C T

O R T

O V

E R

IF

Y

1/4"

TYP.

TYP.

8"

"8

1"

FINISH ROADWAY

ROUNDED

CORNER,

TYP.

TYP. EXISTING

GRANITE CURB

EXISTING 34" x 4" ARMOR PLATE AT

CAMBER OF ROADWAY, TYP.

EXISTING 12" X 2"

ARMOR PLATE

APPROXIMATE LIMITS OF CONCRETE REMOVAL

FOR JOINTS REQUIRING ARMOR PLATE REPLACEMENT

EXISTING 2" x 38" x 1'-0"

STRAP ANCHORS,

TO REMAIN TYP.

EXISTING 312" x 31 2" x 38" PLATE

TO REMAIN

NEW 2" PAVEMENT

TYP. BOTH SIDES

EXISTING PAVEMENT

TYP. BOTH SIDES

2" x 38" x 1'-0"

AT 1'-6" O.C.,

STAGGER

(TYP.)

TYP.

TYP.

NEW COMPRESSION SEAL JOINT

NOT SHOWN FOR CLARITY

NEW COMPRESSION SEAL JOINT

NOT SHOWN FOR CLARITY

NEW STRAP ANCHORS

REQUIRED ONLY WHERE

ARMOR PLATE IS

REPLACED TYPICAL

MATCH LENGTH OF

NEW STRAP TO EXISTING

LOOP ANCHOR TYP.

NEW MODULAR EXPANSION JOINT

THROUGH HOOK TYP.

NEW CONCRETE TYP. BOTH SIDES

TYP.

4"

5#8" PLATES (TO BE REMOVED AND RESET

AS REQUIRED TO ACCOMPLISH WORK)

F1 F5

SCALE: 1" - 1' - 0"SCALE: 1" - 1' - 0"

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:1

A7

C7

SCALE: 3" = 1' - 0"

B1

D1

SCALE: 3" - 1' - 0"

SCALE: 1" - 1' - 0"

CURB AND SIDEWALK SECTION

CURB AND SIDEWALK DETAIL

EXISTING CURB AND SIDEWALK ELEVATION

T

N G

U Y

E N

TYPICAL ABUTMENT EXPANSION JOINT ARMOR STEEL PLATE SPLICE

EXISTING CURB AND SIDEWALK PLAN

4. NEW JOINT ARMOR PLATES SHALL BE SPLICED TO EXISTING STEEL, AS INDICATED.

3. WHERE JOINT ARMOR PLATES ARE TO BE REPLACED, NEW ANCHORS AND CONCRETE SHALL BE INSTALLED.

OF THE BOURNE BRIDGE INDICATED ON SHEET S-104.

2. ALL ROADWAY JOINT ARMOR PLATES ARE TO REMAIN, EXCEPT AT THOSE LOCATIONS

FOR ENTIRE WIDTH OF DECK, INCLUDING THE ROADWAY, SIDEWALKS, AND CURBS.

1. COMPRESSION JOINT SEALS SHALL BE REPLACED AT ALL ABUTMENT EXPANSION JOINTS

S-501

E3

S-501

E2

C-104

G6

SCALE: 3" = 1' - 0"

R E

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ABUTMENT COMPRESSION SEAL JOINT REPAIR

ABUTMENT COMPRESSION SEAL JOINT REPAIR NOTES:

C-107

A3

S-503 F5

S-503 F5

S-503 D1

S-503 C7

L

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2 3 4 5 6 7 8 9 10

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IN

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A L E

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T T S

C A

P E C

O D C

A N

A L

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N E A

N D S

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®of Engineers

US Army Corps

W

W J -1

-B -0

C

NOTES:

TOP OF EXISTING ROADWAY

AND BACKING PLATES TO REMAIN

EXISTING EXTRUSION, FILLER

REPLACE SEAL

TO REMAIN

WELDED TO PLATE

EXISTING SQUARE BARS

1 1/2 "

2" SEE NOTE BELOW

1. CONTRACTOR TO FIELD VERIFY ALL NECESSARY DIMENSIONS

PRIOR TO FABRICATION AND INSTALLATION.

2. AT PIERS 5 & 6 ON THE BOURNE BRIDGE, THE GAP AT THE

COMPRESSION SEAL JOINT VARIES AS FOLLOWS:

4"

8"

8"

2"

2'-0" CURB

PHASE I

C U

R B L

IN

E

4" CROWN (SEE ROADWAY CAMBER DETAIL)

C U

R B L

IN

E

ST 9 ST 8 ST 7 ST 6 ST 5 ST 4 ST 3 ST 2 STRINGER 1

C ROADWAY

6'-8" SIDEWALK

EXIST. 5 316" CONCRETE FILLED STEEL GRID DECK

40'-0" ROADWAY

PER SPECIFICATION

ON TOP SURFACE OF SIDEWALK

REPAIR UNSOUND CONCRETE

PER SPECIFICATION

SIDEWALK

ON TOP SURFACE OF

REPAIR UNSOUND CONCRETE

C8

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S T

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S

:1

TYPICAL COMPRESSION SEAL JOINT

REPLACEMENT

REMOVAL &

CONCRETE

LIMITS OF

ROADWAY SURFACE

N E

W

A S

P H

A L T

C4

WELD NEW STRAPS TO ANGLE.

ANCHOR 2' O.C. AS REQUIRED

NEW 2" x 1/4" x 10" STEEL STRAP

T

N G

U Y

E N

C1

NOT TO SCALE

F1

TYPICAL SIDEWALK/CURB JOINT DETAIL

1/2" = 1' - 0"

GRANITE CURBING

TOP OF

BOURNE BRIDGE

NORTH AND SOUTH ABUTMENTS

BRIDGE TRANSITION JOINTS - STRAP ANCHOR REPAIR

NOTES:

C-104

A5 & G7

3/16"

STATE APPROACH

TRANSITION WEDGE

ROADWAY SURFACE

C-104

D6 BOURNE BRIDGE DECK SECTION

A5 SHOWN, G7 OPPOSITE HAND.

NORTH AND SOUTH ABUTMENTS, BOURNE BRIDGE.

SIDEWALK/CURB

TO APPLYING THE COATING.

DETERIORATED CONCRETE PRIOR

SIDEWALK/CURB AND REPAIR ANY

CLEAN TOP SURFACE OF GRANITE

MIN.

2"

SCALE: 6" = 1' - 0"

TO REMAIN

EXISTING CONCRETE DECK

REPLACED

TO BE

CONCRETE

EXISTING

GROUT

WITH EPOXY

EMBEDMENT

2" MINIMUM

#3 DOWELS @6"

CURB AS SHOWN.

LAPPED 2" MINIMUM ONTO GRANITE

THE SIDEWALK/CURB. COATING TO BE

APPLY COATING TO THE SURFACE OF

4"

SCALE: 6" = 1' - 0"

6" MAXIMUM

WITH EPOXY GROUT

4" MINIMUM EMBEDMENT

#4 HOOKS 4"x8" SPACED @ 1'-0"

6"x4"x1/2 ANGLE

REPLACE EXISTING

O C

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B E

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