Drawings.pdf

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DESIGN FILESHEET NO.

INDEX TO DRAWINGS

SHEET TITLE

of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

New England District

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

BOURNE, MASSACHUSETTS

CAPE COD CANAL

BOURNE AND SAGAMORE BRIDGES

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

N N

SHOP DRAWING INFORMATION

1 OF 17 CCC-1 E-12-1

DATE

12/1933

2 OF 17 CCC-1 E-12-1 12/1933

INDEX TO INFORMATIONAL DRAWINGS

2/3/1934

9 AUG 1934

2/6/193427

2/1/193425 EXPANSION SHOE - ES1 AND FIXED SHOE - FS-1

CAP-128_G-001.dgn

S-101 CAP-128_S-101.dgn

S-102 CAP-128_S-102.dgn

CAP-128_S-501.dgn

PLAN AND ELEVATION SAGAMORE BRIDGE

PLAN AND ELEVATION BOURNE BRIDGE

CAP-128_S-502.dgn

SAGAMORE AND BOURNE BRIDGES KEY MAP AND LOCATION PLANS

SAGAMORE BRIDGE GENERAL PLAN AND ELEVATION

3 OF 17 CCC-1 E-12-1 BOURNE BRIDGE GENERAL PLAN AND ELEVATION

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2/1/193426

2/1/193436

4/4/193452

16 of 17 CCC-1 E-12-1 SAGAMORE AND BOURNE BRIDGES TRUSS BEARINGS - SPANS 1, 2 AND 3

2/3/193417 of 17 CCC-1 E-12-1 SAGAMORE AND BOURNE BRIDGES TRUSS BEARINGS - SPANS 4, 5 AND 7

CCC-3 SH-32

SHEET NO.

ORIGINAL

SHEET NO.

NEW

CCC-3 SH-42

OIL CASES AND BED PLATES

ROLLER NEST - RN1& 2, ROLLER BASE, ROLLER PLATE AND PIN - P1 WITH NUTCCC-3 SH-53

CCC-3 SH-102 EXPANSION SHOES SPANS 4 & 5 EXPANSION SHOES - ES2, BASE PLATE AND ROLLER BASE

EXPANSION SHOE ES1

CCC-4 SH-53

CCC-4 SH-52

3/26/1934 SHOES AT L9, BOTTOM VIEW ES2

CCC-4 SH-54

CCC-4 SH-55

CCC-4 SH-57

CCC-4 SH-56

3/26/1934

3/26/1934 ROLLER NEST - RN1 AND TAP BOLT

ROLLER NEST RN23/26/1934

3/26/1934 ROLLER PLATES RP5 & RP6

ROLLER PLATES RP1, RP2, RP3 7 RP4

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S-501

S-502

G-001

G-001

COVER SHEET AND INDEXES TO DRAWINGS

STRUCTURAL DETAILS I EXPANSION BEARING ES1 PLAN AND SECTIONS

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C-101

CAP-128_C-101.dgn CONTRACTOR'S STAGING AREAS

STRUCTURAL DETAILS II FIXED BEARING FS1 PLAN AND ELEVATIONS

INSPECT AND REHABILITATE BRIDGE BEARINGS

SPECIFICATIONS FOR MORE INFORMATION.

INFORMATIONAL DRAWINGS PROVIDED TO CONTRACTOR FOR INFORMATION ONLY. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AS SHOWN. SEE

W912WJ22B0010

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JANUARY 2022

7 S-901

8 S-902

CAP-128_S-901.dwg

CAP-128_S-902.dwg

EXISTING CONDITION PHOTOGRAPHS SAGAMORE BRIDGE

EXISTING CONDITION PHOTOGRAPHS BOURNE BRIDGE

1/14/2022

N/A

N/A

E6EPPJHK

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Typewritten Text

18 JAN 2022

PIER 1

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PIER 1

EDGE OF WATER

PIER 3 PIER 5

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ABUTMENT

SOUTH

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RI

DGE

SAGAMORE BRIDGE

D4

A1

E1

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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E C

O D C

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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

ABUTMENT

SOUTH

EDGE OF WATER

SEE SPECIFICATIONS FOR DETAILS

TEMPORARY FENCING

SEE SPECIFICATIONS FOR DETAILS

TEMPORARY FENCING

STAGING AREA

CONTRACTOR'S

STAGING AREA

CONTRACTOR'S

SEE SPECIFICATIONS FOR DETAILS

TEMPORARY FENCING

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FENCE POSTS OR OTHER WORK DURING CONSTRUCTION.

ENSURE PIPE IS NOT DAMAGED DURING INSTALLATION OF

DETERMINE UNDERGROUND LOCATION OF PIPE IN THE FIELD TO

THE PIPE CONTINUES UNDERGROUND. CONTRACTOR SHALL

UNDERGROUND. AT THE SAGAMORE BRIDGE, SOUTH ABUTMENT

AREAS. AT THE BOURNE BRIDGE, PIER 3, THE PIPE CONTINUES

GROUND SURFACE NEAR THE CONSTRUCTION AND STAGING

2. TWO 10" DIAMETER NATURAL GAS PIPES DESCEND TO THE

PEDESTRIAN SAFETY DURING ONGOING WORK ABOVE.

LOCATIONS. FENCE SHALL BE LOCATED TO ENSURE

CONTRACTOR SHALL BE RESPONSIBLE FOR EXACT FENCE

1. LOCATION OF TEMPORARY FENCING IS APPROXIMATE.

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PIER 1

MAINLAND

ABUTMENT

NORTH

CAPE SIDE

ABUTMENT

SOUTH

CAPE SIDE

ABUTMENT

SOUTH

MAINLAND

ABUTMENT

NORTH

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SPAN 1SPAN 3 SPAN 2

SPAN 2

SPAN 1

SPAN 3

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480' NAVIGATION CHANNEL

200'

396'616'396'

225'

1833'

1408'

DECK EXPANSION JOINTS

EDGE OF WATER

PIER 2

M.L.W. = 98.2

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100' 200'0

100' 200'0

SCALE: 1" = 100'

SCALE: 1" = 100'

EAST ELEVATION SAGAMORE BRIDGE

NOTES:

ROLLER

FIXEDROCKER

ROLLER

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PLAN VIEW SAGAMORE BRIDGE

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SEE NOTE 4

(TYPE 1)

FIXED

SEE PHOTO 5

(TYPE 2)

ROLLER

SEE PHOTO 8(TYPE 1)

FIXED

SEE PHOTO 6

SEE PHOTO 3

SEE PHOTO 4

(TYPE 1)

ROCKER

(TYPE 1)

ROCKER

SEE NOTE 4

(TYPE 2)

ROLLER

PHOTO 2

SEE

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SEE PHOTO 7

FS-1 FIXED BEARING DETAILS.

7. SEE S-501 FOR ES-1 ROLLER BEARING DETAILS AND S-502 FOR

DETAILS.

SEE INFORMATION DRAWINGS FOR ADDITIONAL BEARING

AND ADDITIONAL DIRECTION ON SIDE PLATE REPLACEMENT.

6. SEE SPECIFICATION SECTION 05 50 15 FOR SCOPE OF WORK

SAGAMORE BRIDGE EXISTING CONDITION PHOTOGRAPHS.

5. SEE SHEET S-901 AND PHOTO LOG IN SPECIFICATIONS FOR

PLATE.

GRIND ALL REMAINING FLASHING FASTENERS FLUSH WITH TOP

4. REMOVE ALL EXISTING FLASHING AROUND FIXED BEARINGS.

REUSE BRACKETS.

REMOVE AND REPLACE HARDWARE SECURING BRACKETS.

PLATE BY (4) BRACKETS EACH WITH (3) 2" ANCHOR BOLTS.

3. THE PIER 1 ROCKER BEARINGS ARE SECURED TO THE BED

(PHOTO 8)

B. SPAN 2 NE ROLLER BEARING, TYPE 2, WEST FACE PLATE

(PHOTO 1)

A. SPAN 3 SW ROLLER BEARING, TYPE 2, EAST FACE PLATE

AT THE SAGAMORE BRIDGE:

2. REPLACE TWO EXISTING SIDE PLATES WITH NEW SIDE PLATES

FIXED AND ROLLER BEARINGS VARY IN SIZE AND DIMENSIONS.

1. BEARING TYPES SHOWN ARE GENERALIZED.

SEE NOTE 7

SEE NOTE 7

SEE PHOTO 1 FACE PLATE

A. NEW EAST

(TYPE 2)

ROLLER

FACE PLATE

B. NEW WEST

(TYPE 2)

ROLLER

SEE NOTE 4

S-101

E2

S-101

E2

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2366'

616'150' 396'270'240' 150'208'240'396'

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SPAN 1

SPAN 2 SPAN 4 SPAN 6SPAN 5SPAN 7 SPAN 3

M.L.W. = 98.1

CAPE SIDE

ABUTMENT

SOUTH

MAINLAND

ABUTMENT

NORTH

SPAN 1

ABUTMENT

SOUTH

PIER 5 PIER 3 PIER 1 PIER 2 PIER 4 PIER 6

ABUTMENT

NORTH

SPAN 7 SPAN 5 SPAN 3 SPAN 2 SPAN 4 SPAN 6

SIDE

CAPE

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EDGE OF WATER

480' NAVIGATION CHANNEL

MAINLAND

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JOINTS

DECK EXPANSION

EXPANSION JOINTS

DECK

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100' 200'0

SCALE: 1" = 100'

B1

SCALE: 1" = 100'

N

100' 200'0

E1

EAST ELEVATION BOURNE BRIDGE

NOTES:

ROLLER

FIXED

FIXEDROLLER

ROLLER

ROCKER

FIXED

ROLLERROLLER

ROLLER FIXED

FIXED

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(TYPE 5)

FIXED

(TYPE 5)

FIXED

SEE PHOTO 24

SEE PHOTO 23

SEE PHOTO 21

SEE PHOTO 22

(TYPE 3)

ROLLER

(TYPE 5)

FIXED

(TYPE 5)

FIXED

SEE PHOTO 20

SEE PHOTO 19

(TYPE 2)

ROLLER

(TYPE 1)

ROCKER

(TYPE 1)

ROCKER

SEE PHOTO 17

SEE PHOTO 18

(TYPE 1)

FIXED

(TYPE 1)

FIXED

SEE PHOTO 15

SEE PHOTO 16

SEE NOTE 4

(TYPE 2)

ROLLER

(TYPE 2)

ROLLER

(TYPE 4)

ROLLER

SEE PHOTO 13

SEE PHOTO 14

SEE NOTE 3

(TYPE 5)

FIXED

(TYPE 3)

ROLLER

(TYPE 5)

FIXED

SEE PHOTO 11

SEE PHOTO 12

(TYPE 5)

FIXED

(TYPE 5)

FIXED

SEE PHOTO 9

SEE PHOTO 10

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SEE NOTE 5

1. BEARING TYPES SHOWN ARE GENERALIZED. FIXED AND ROLLER BEARINGS VARY IN SIZE AND DIMENSIONS.

REPLACE HARDWARE SECURING BRACKETS. REUSE BRACKETS.

4. THE PIER 1 ROCKER BEARINGS ARE SECURED TO THE BED PLATE BY (4) BRACKETS EACH WITH (3) 2" ANCHOR BOLTS. REMOVE AND

(TYP). SEE PHOTO 25 IN SPECIFICATIONS.

3. UTILIZE 15 POUND MAX CHIPPING HAMMERS TO REMOVE CONCRETE BETWEEN BEARINGS, AS NECESSARY, TO INSTALL NEW FASTENERS

H. SPAN 4 SW ROLLER BEARING, TYPE 4, WEST FACE PLATE (PHOTO 27)

G. SPAN 5 NE ROLLER BEARING, TYPE 4, EAST FACE PLATE (PHOTO 26)

F. SPAN 4 SE ROLLER BEARING, TYPE 4, WEST FACE PLATE (PHOTO 20)

E. SPAN 6 SE ROLLER BEARING, TYPE 3, EAST FACE PLATE

D. SPAN 2 NW ROLLER BEARING, TYPE 2, EAST FACE PLATE (PHOTO 19)

C. SPAN 4 SW ROLLER BEARING, TYPE 4, EAST FACE PLATE

B. SPAN 5 NE ROLLER BEARING, TYPE 4, WEST FACE PLATE (PHOTO 14)

A. SPAN 7 NW ROLLER BEARING, TYPE 3, EAST FACE PLATE (PHOTO 11)

2. REPLACE EIGHT EXISTING SIDE PLATES WITH NEW SIDES PLATES AT THE BOURNE BRIDGE:

8. SEE S-501 FOR ES-1 ROLLER BEARING DETAILS AND S-502 FOR FS-1 FIXED BEARING DETAILS.

REPLACEMENT. SEE INFORMATION DRAWINGS FOR ADDITIONAL BEARING DETAILS.

7. SEE SPECIFICATION SECTION 05 50 15 FOR SCOPE OF WORK AND ADDITIONAL DIRECTION ON SIDE PLATE

6. SEE SHEET S-902 AND PHOTO LOG IN SPECIFICATIONS FOR BOURNE BRIDGE EXISTING CONDITION PHOTOGRAPHS.

TOP PLATE.

5. REMOVE ALL EXISTING FLASHING AROUND FIXED BEARINGS. GRIND ALL REMAINING FLASHING FASTENERS FLUSH WITH

SEE NOTE 8

FACE PLATE

A. NEW EAST

(TYPE 3)

ROLLER

SEE NOTE 8

G. NEW EAST FACE PLATE

B. NEW WEST FACE PLATE

(TYPE 4)

ROLLER

SEE NOTE 8

FACE PLATE

D. NEW EAST

(TYPE 2)

ROLLER

SEE NOTE 8

H. NEW WEST FACE PLATE

C. NEW EAST FACE PLATE

(TYPE 4)

ROLLER

FACE PLATE

F. NEW WEST

(TYPE 4)

ROLLER

SEE NOTE 8

FACE PLATE

E. NEW EAST

(TYPE 3)

ROLLER

SEE NOTE 8

S-102

E1

S-102

E1

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US Army Corps

FINAL

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SHIMS SHIMS

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TOP OF CONCRETE

ROLLER ASSEMBLES

/2

4'- 1/2 "

4'-10 1/2 "

AND RETAINING PIN

SHOULDER BOLT

BOTTOM PLATE

ATTACHED TO

ENCLOSURE BOX

3" x 1/2" ROLLER GUIDE PLATES

RETAINING PLATES

/8

"TO BE REMOVED

SIDE PLATE

TO BE REMOVED

SIDE PLATE

WATERPROOFING

TO BE RESEALED WITH

ANCHOR BOLT COVER

WATERPROOFING

TO BE RESEALED WITH

ANCHOR BOLT COVER

PIN TO BE ULTRASONIC TESTED

CLEAN AND REGREASE HERE

(WHERE APPLICABLE)

REMAIN

6"x3"x3/8" TO

EXISTING ANGLE

D1

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

D4

D8

H A

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TYPICAL ES-1 SECTIONTYPICAL ES-1 SECTION

TYPICAL ES-1 PLAN VIEW

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(TYP)

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AND DETAIL D8 ON THIS SHEET.

6. ANCHOR BOLTS AND ANCHOR BOLT COVER BOXES ARE NOT SHOWN FOR CLARITY ON DETAIL D4

CONDITION.

REGARDING SPECIFIC SIDE PLATES TO BE FABRICATED AND REPLACED BASED ON CURRENT MATERIAL

INFORMATION 5. SEE SPECIFICATION SECTION 05 50 15 FOR SCOPE OF WORK AND ADDITIONAL

ES-1 TYPE FIXED BEARING DETAILS.

4. SEE INFORMATION DRAWINGS “SHEET NO. 16 - CCC-1 E-12-1”, “CCC-4 SH-52”, AND “CCC-4 SH-57” FOR

DESCRIPTION AND EXECUTION.

DOWN TO THE CONCRETE BRIDGE SEAT. SEE SPECIFICATION SECTION 09 97 02 FOR PRODUCT

3. PAINT ENTIRE BEARING SYSTEM FROM 1 FT. ABOVE THE TOP OF EACH BEARING'S RESPECTIVE PIN, ROLLER BEARINGS.

2. WORK TO BE DONE ON THE ROCKER BEARINGS IS SIMILAR TO WHAT IS SHOWN FOR THE FIXED AND

DIFFERENT ROLLER AND ROCKER BEARINGS ARE SIMILAR. SEE INFORMATION DRAWINGS.

1. THIS DRAWING SHOWS EXPANSION BEARING ES-1. OTHER EXPANSION BEARINGS INCLUDING

S-501

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S-501

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S-501

D1

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2'-3 1/2 "

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WATERPROOFING

TO BE RESEALED WITH

ANCHOR BOLT COVER

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PIN TO BE ULTRASONIC TESTED

E1

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TYPICAL FS-1 PLAN VIEW

TYPICAL FS-1 ELEVATION TYPICAL FS-1 ELEVATION

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TOP OF CONCRETE

BRIDGE SEAT

6. ANCHOR BOLTS AND ANCHOR BOLT COVERS ARE NOT SHOWN FOR CLARITY ON DETAIL E5 AND DETAIL E8 ON THIS SHEET.

SIDE PLATES TO BE REPLACED BASED ON CURRENT MATERIAL CONDITION.

5. SEE SPECIFICATION SECTION 05 50 15 FOR SCOPE OF WORK AND ADDITIONAL INFORMATION REGARDING SPECIFIC

4. SEE INFORMATION DRAWINGS “SHEET NO. 17 - CCC-1 E-12-1” AND “CCC-3 SH-42" FOR FS-1 TYPE FIXED BEARING DETAILS.

SEE SPECIFICATION SECTION 09 97 02 FOR PRODUCT DESCRIPTION AND EXECUTION.

3. PAINT ENTIRE BEARING SYSTEM FROM 1 FT. ABOVE THE TOP OF EACH BEARING'S RESPECTIVE PIN, DOWN TO THE CONCRETE BRIDGE SEAT.

2. WORK TO BE DONE ON THE ROCKER BEARINGS IS SIMILAR TO WHAT IS SHOWN FOR THE FIXED AND ROLLER BEARINGS.

1. THIS DRAWING SHOWS FIXED BEARING FS-1. FIXED BEARING FS-2 IS SIMILAR.

J A

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S-502

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SAGAMORE SOUTH ABUTMENT WEST

ROLLER BEARING EAST FACE

SAGAMORE SOUTH ABUTMENT EAST

ROLLER BEARING WEST FACE

SAGAMORE PIER 1 WEST ROCKER

BEARING EAST FACE

SAGAMORE PIER 1 EAST ROCKER

BEARING WEST FACE

SAGAMORE PIER 2 WEST FIXED

BEARING EAST FACE

SAGAMORE PIER 2 EAST FIXED

BEARING WEST FACE

SAGAMORE NORTH ABUTMENT WEST

ROLLER BEARING EAST FACE

SAGAMORE NORTH ABUTMENT EAST

ROLLER BEARING WEST FACE

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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BOURNE NORTH ABUTMENT EAST FIXED

BEARING WEST FACE

BOURNE NORTH ABUTMENT WEST

FIXED BEARING EAST FACE

BOURNE PIER 6 EAST BEARINGS WEST

FACE (ROLLER LEFT, FIXED RIGHT)

BOURNE PIER 6 WEST BEARINGS EAST

FACE (FIXED LEFT, ROLLER RIGHT)

BOURNE PIER 4 EAST ROLLER BEARINGS

WEST FACE

BOURNE PIER 4 WEST ROLLER

BEARINGS EAST FACE

BOURNE PIER 2 EAST ROCKER BEARING

WEST FACE

BOURNE PIER 2 WEST ROCKER BEARING

EAST FACE

BOURNE PIER 3 EAST ROLLER BEARINGS

WEST FACE

BOURNE PIER 3 WEST ROLLER

BEARINGS EAST FACE

BOURNE SOUTH ABUTMENT WEST

FIXED BEARING EAST FACE

BOURNE SOUTH ABUTMENT EAST FIXED

BEARING WEST FACE

BOURNE PIER 5 WEST BEARINGS EAST

FACE (ROLLER LEFT, FIXED RIGHT)

BOURNE PIER 5 EAST BEARINGS WEST

FACE (FIXED LEFT, ROLLER RIGHT)

BOURNE PIER 1 WEST FIXED BEARING

EAST FACE

BOURNE PIER 1 EAST FIXED BEARING

WEST FACE

E6EPPJHK

E6EDDJTD

"TYPE 1"

E6EDDJTD

Text Box

"TYPE 2"

E6EDDJTD

Rectangle

Rectangle

"TYPE 3"

E6EDDJTD

Text Box

"TYPE 4"

E6EDDJTD

Text Box

"TYPE 5"

E6EDDJTD

Rectangle

E6EDDJTD

Rectangle

Rectangle

Bourne Bearing Type #3 4 Total

E6EDDJTD

Text Box Bourne Bearing Type #4 4 Total

Highlight

E6EDDJTD

Highlight

E6EDDJTD

Text Box Bearing Type #5 8 Fixed 8 Total

E6EDDJTD

Text Box Bearing Type #3 4 Rollers

Bearing Type 3

E6EDDJTD

Text Box Bearing Type #4 4 Rollers

E6EDDJTD

Text Box Bearing Type #2 8 Rollers 8 Total

E6EDDJTD

Highlight

E6EDDJTD

Text Box Bearing Type #1 4 Rockers 4 Fixed

Bearing Type #1

Bearing Type #2 4 Bourne 4 Sagamore