Drawings.pdf

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US Army Corps of Engineers

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

New England District

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL

OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

APPROVED FOR TECHNICAL ADEQUACY BY:

TECHNICAL LEAD ENGINEER DATE

DATE

DATE

DATE

DATE

APPROVED BY:

APPROVAL RECOMMENDED BY:

CHIEF, ENGINEERING DIVISION

This project was designed by the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment as required by ER 1110-1-8152.

REVIEWED BY:

CHIEF, GEOTECHNICAL/WATER RESOURCES BRANCH

REVIEWED BY:

CHIEF, DESIGN BRANCH

CHIEF, GEO-ENVIRONMENTAL ENGINEERING BRANCH

REPAIRS TO THE

VERTICAL LIFT RAILROAD BRIDGE

CAPE COD CANAL

BUZZARDS BAY, MASSACHUSETTS

W912WJ21B0021

OCT 2021

GENERAL PLAN

EAST ELEVATION AND SUMMARY OF MAJOR WORK ITEMS

PIERS PLAN, SPAN LOCK MOTOR, AND WEAR PLATES

WEAR PLATE NOTES AND CENTERING CASTING DETAILS

GUIDE ROLLER ASSEMBLY DETAILS

LOWER SPAN LOCK MOTOR DETAILS AND NOTES

GUIDE ROLLER ASSEMBLIES "A" AND "C" DETAILS AND NOTES

GUIDE ROLLER ASSEMBLIES "A" AND "C" DETAILS

DESIGN FILESHEET NO.

G-001

INDEX TO DRAWINGS

SHEET TITLE

G-101

G-201

M-101

M-102

M-103

M-501

M-502

M-503

CAP-129_G-001.DWG COVER SHEET AND INDEX

CAP-129_G-101.DWG

CAP-129_G-201.DWG

CAP-129_M-101.DWG

CAP-129_M-102.DWG

CAP-129_M-103.DWG

CAP-129_M-501.DWG

CAP-129_M-502.DWG

CAP-129_M-503.DWG

SPIRE TOWER PLANS & ELEVATION

SPIRE TOWER REPAIR SCHEDULES SOUTH TOWER PAGES 1 & 2

SPIRE TOWER REPAIR SCHEDULES SOUTH TOWER PAGES 3 & 413

S-101

S-501

S-601

CAP-129_S-101.DWG

CAP-129_S-601.DWG

CAP-129_S-602.DWG

SPIRE TOWER REPAIR DETAILSCAP-129_S-501.DWG

S-602

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GUIDE ROLLER COMPONENTS, PARTS LIST

GUIDE ROLLER COMPONENTS, PARTS LIST

GUIDE ROLLER FASTENERS, PARTS LIST

CENTERING CASTING - WEAR PLATE DETAILS

CENTERING CASTING - WEAR PLATE DETAILS

DATESHEET NO.

3/21/34

M12

M5

M4

INDEX TO "FOR INFORMATION DRAWINGS"

RELEVANT INFORMATION

1/15/35

1/15/35

1/15/35

8/13/34

8/13/34

SPAN LOCKS AND RAIL LOCKS LOWER MOTOR SPAN LOCK ASSEMBLY

OPERATING MACHINERY, M4

OPERATING MACHINERY, M5

OPERATING MACHINERY, M12

BEARINGS TOWER SPANS, 3

BEARINGS TOWER SPANS, 4

GUIDE ROLLER GENERAL ARRANGEMENTP11 1/29/35 GENERAL PLAN, P11

DRAWING TITLE

24 OCT 2001RB-BUZZ-202 SPIRE WELDMENT

24 OCT 2001RB-BUZZ-204 SPIRE WELDMENT

24 OCT 2001RB-BUZZ-205 SPIRE WELDMENT

24 OCT 2001RB-BUZZ-206 SPIRE WELDMENT

24 OCT 2001RB-BUZZ-207 SPIRE WELDMENT

24 OCT 2001RB-BUZZ-208 SPIRE WELDMENT

24 NOV 2001RB-BUZZ-209 CONNECTION PLATE AT SPIRE

24 NOV 2001RB-BUZZ-210 CONNECTION PLATE AT SPIRE

24 NOV 2001RB-BUZZ-211 CONNECTION PLATE AT SPIRE

24 NOV 2001RB-BUZZ-212 CONNECTION PLATE AT SPIRE

7 JAN 2002RB-BUZZ-431 BRACKET ORNAMENT SUPPORT

7 JAN 2002RB-BUZZ-432 WELDMENT, SUPPORT FOR ORNAMENT

6-19-19355-1 IRON GRATING AND LADDERS, INSIDE TOWERS & PEDESTALS

9/19/19351-1 STAINLESS STEEL FINIALS

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LOCATION

WAREHAM

BARNSTABLE

CHATHAM

CAPE COD CANAL

SAGAMORE BRIDGE

CAPE COD BAY

PROVINCETOWN

NANTUCKET SOUND

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EAST ELEVATION

GEAR DRIVE SHOP DRAWING - EXISTING UNITSHOP 12/16/02 MODIFIED BEVEL GEAR DRIVE

5-31-35142 SPIRE SECTIONS AND LOWERPART OF RIBS

5-20-35143 BRACING, REST PLATFORMS, LADDERS & GRATING FOR SPIRES

14 SPIRE TOWER REPAIR SCHEDULES NORTH TOWER PAGES 1 & 2

SPIRE TOWER REPAIR SCHEDULE NORTH TOWER PAGE 315

S-603 CAP-129_S-603.DWG

CAP-129_S-604.DWGS-604

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E6EPDMET

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C NORTH PIER (PIER C)

C NORTH ABUTMENT

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C SOUTH PIER (PIER B)

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EL. 291'+ AT MACHINERY

ROOM DECK

MACHINERY ROOM

OPERATOR'S ELEVATOR

OPERATOR'S

HOUSE

EL. 140'+ AT ROOF

C SOUTH ABUTMENT

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MACHINERY ROOM

EL. 100.0' MEAN

SEA LEVEL

EL. 58.0'

BOTTOM OF CHANNEL

NOTES:

F - INDICATES FIXED END.

E - INDICATES EXPANSION END.

3. RELEVANT EXISTING STRUCTURE SHOP DRAWINGS HAVE BEEN

INCLUDED AS PART OF THE "FOR INFORMATION DRAWING" APPENDIX.

ELEVATION SHOWN ARE APPROXIMATE.

1. DIMENSIONS SHOWN ARE TAKEN FROM ORIGINAL

CONTRACT AND SHOP DRAWINGS.

2. CONTRACTOR SHALL BECOME FAMILIARIZED WITH ACTUAL SITE

CONDITIONS AND SHALL FIELD VERIFY ALL EXISTING CONDITIONS

AND DIMENSIONS PRIOR TO THE START OF CONSTRUCTION,

INCLUDING ORDER OF ANY LONG LEAD ITEMS. CONTRACTOR SHALL

INFORM THE GOVERNMENT OF ANY DISCREPANCIES FOUND

BETWEEN DESIGN DOCUMENTATION AND FIELD VERIFICATION

AND SHALL SUBMIT A RFI FOR DIRECTION ON HOW TO PROCEED.

COORDINATE WITH COR TO DETERMINE SAFE AND APPROPRIATE

WORK SEQUENCES.

GROUND LINE

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60'128'

550'

275'

60' 128'

8'

MEAN SEA LEVEL, PER RECORD DRAWINGS

239.75' ±

OPERATOR'S ELEVATOR

SUMMARY OF MAJOR WORK ITEMS

REPLACE LOWER SPAN LOCK MOTOR/GEAR DRIVE ASSEMBLY (NORTH AND SOUTH)

(DETAILED SCOPE, SEE M-101, M-501)

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REPLACE GUIDE ROLLER ASSEMBLIES (SOUTHEAST PIER ONLY)

(DETAILED SCOPE, SEE M-103, M-502, M-503)

STRUCTURAL TOWER SPIRE REPAIRS

(SEE STRUCTURAL SHEETS)

REPLACE WEAR PLATES ON CENTERING CASTINGS

(DETAILED SCOPE, SEE M-101,M-102)

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GUIDE ROLLER ADJUSTMENT

(DETAILED SCOPE, SEE M-103)

D D

C (SOUTHEAST TRUSS ONLY)

C (SOUTHEAST TRUSS ONLY)

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SPIRE SPIRE

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0 16' 64'32'

C1

EAST ELEVATION

SCALE: 1/32" = 1' - 0"

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F I N A L

SEE DETAIL F2, SHEET M-103

SEE DETAIL A2, SHEET M-103

SEE DETAIL A5, SHEET M-103

SEE DETAIL F5, SHEET M-103

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PLATFORM

LADDER

BRACING AND PLATFORM

C B A P O N

SPHERE LADDER

SPIRE LADDER

"SPHERE" LADDER

REMOVE & REINSTALL

WITH ALL NEW BOLTED

CONNECTIONS AS PART

OF THE REPLACEMENT

OF PLATFORM

@ LEVEL 14

"SPIRE" LADDER

ANGLED LADDER HAS

RIVETED CONNECTIONS @ LEVEL 5.

REMOVE SECTION ABOVE LEVEL 5

& REINSTALL WITH ALL NEW

BOLTED CONNECTIONS

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A1

TOWER SPIRE ELEVATION

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

A5

NORTH TOWER SPIRE PLAN

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

0 4' 8'2'

0 4' 8'2'

D5

SOUTH TOWER SPIRE PLAN

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

0 4' 8'2'

SPIRE REHABILITATION NOTES:

1. BOTH SPIRES - REPLACE TOP PLATFORM AT LEVEL 14. PLATFORM TO BE REPLACED

IN-KIND, EXCEPT THAT CONTRACTOR SHALL DETERMINE METHOD NEEDED FOR

ASSEMBLY AND INSTALLATION TO MATCH EXISTING SIZE. DUE TO SITE

CONSTRAINTS AND LIMITED SPACE, THE EXISTING ONE-PIECE STEEL PLATFORM

PLATE MAY NEED TO BE REPLACED AS MULTIPLE PIECES RATHER THAN THE

EXISTING ONE PIECE.

2. BOTH SPIRES - REPLACE LADDER CONNECTION PLATES AT TOP PLATFORM OF

LEVEL 14.

3. SEE STEEL REPAIR SCHEDULE FOR EACH TOWER SPIRE.

4. ALL BOLTS SHALL BE ASTM A307, ¾” DIA. WITH 13/16” HOLES AND GALVANIZED IN

ACCORDANCE WITH CONTRACT SPECIFICATIONS.

5. BOLT INSTALLATION SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 05.

6. ALL DIMENSIONS AND DETAILS SHOWN ON THE PLANS SHALL BE VERIFIED IN THE

FIELD BY THE CONTRACTOR PRIOR TO FABRICATION AND INSTALLATION OF ANY

MATERIALS.

7. FOR THE SOUTH SPIRE: REMOVE TEN (10) INTERIOR CANTILEVER ANGLES, WHICH

ARE EACH ~4'-10' LONG WITH ONE END WELDED AND/OR BOLTED TO A PERIMETER

VERTICAL ANGLE. THESE CANTILEVER ANGLES ARE TEMPORARY BRACES THAT

WERE LEFT IN PLACE FROM A PRIOR REPAIR PROJECT AND ARE NO LONGER

NEEDED. THESE ANGLES ARE NOT SHOWN ON THE DRAWINGS.

8. CLEAN BIRD DEBRIS FROM TOP OF PLATFORM AT LEVEL 14 AND DISPOSE.

9. CONTRACTOR SHALL COORDINATE WITH COR TO SCHEDULE USACE PERSONNEL TO

DISCONNECT AND STORE EXISTING FLEXIBLE ELECTRICAL CONDUITS TO LIGHTS

ABOVE PLATFORM. USACE PERSONNEL WILL PROVIDE TEMPORARY SERVICE TO

AERIAL LIGHT.

10. FROM LEVEL 10 THRU 14, REMOVE AND REPLACE 25 DETERIORATED/CORRODED

BOLTED CONNECTIONS AT THE VERTICAL DOUBLE ANGLES A THRU P; USE

WASHERS/SPACERS BETWEEN THE VERTICAL ANGLES. THE QUANTITY OF 25 IS

BASED ON MISSING NUTS OR THOSE WITH 50% SECTION LOSS OR GREATER.

11. “SPIRE” LADDERS: REPLACE FIVE (5) RUNGS ON ANGLED LADDER (15 ½” LONG X ¾”

DIAMETER). CONTRACTOR SHALL VERIFY WHICH FIVE WITH COR.

12. BOTH LADDERS WILL REQUIRE REMOVAL TO FACILITATE REMOVAL &

INSTALLATION OF NEW PLATFORM AT LEVEL 14. CUT “SPHERE” LADDER (ABOVE

LEVEL 14 PLATFORM) FREE FROM EXISTING LEVEL 14 PLATFORM. CUT LOWER

ANGLED “SPIRE” LADDER (BELOW LEVEL 14 PLATFORM) FREE FROM PLATFORM.

REMOVE UPPER SECTION OF THE ANGLED “SPIRE” LADDER FROM PLATFORM TO

MIDPOINT AND STAGE FOR RE-INSTALLATION (MIDPOINT OF LOWER LADDER HAS

RIVETED CONNECTIONS). REATTACH LADDERS AT ALL LOCATIONS WITH NEW

BOLTED CONNECTIONS, AFTER NEW PLATFORM IS INSTALLED.

13. REMOVE EXISTING PLATFORM AND CUT EXISTING SIXTEEN (16) PLATFORM

SUPPORT PLATES FLUSH WITH THE VERTICAL ANGLES, LEAVE PART OF PLATE THAT

IS WELDED TO VERTICAL ANGLES. PROVIDE NEW STEEL PLATE PLATFORM AND

PROVIDE SIXTEEN (16) NEW STEEL PLATE SUPPORT BRACKETS USING NEW BOLTED

THROUGH CONNECTIONS TO THE EXISTING VERTICAL ANGLES. BOLTS SIZED FOR

EXISTING ANGLES, SPACER, AND REMAINING OLD SUPPORT PLATE. REFER TO

INFORMATION DRAWING C.E. HALBACK & CO., DWGS 1-1 AND 5-1.

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16" x

" PLATE, TYPICAL

AT ALL LEVELS

REFERENCE LEVELS AS SHOWN

ON ELEVATION OF SPIRE

2 1/2" x 2" x

" ANGLE

TYPICAL UP TO 9TH LEVEL

2" x

" BAR BETWEEN 10TH

AND 14TH LEVEL

REFERENCE LEVELS AS SHOWN

ON ELEVATION OF SPIRE

5" x 3" x 1/4"

ANGLE TYPICAL

℄ HORIZONTAL MEMBER

℄ VERTICAL MEMBER

3 1/2" x

" PLATE

INSTALL

" BOLT AT ALL

LOCATIONS INDICATED

ON THE SPIRE REPAIR

SCHEDULE, TYPICAL

SEE BOLTING REPAIR

DETAIL, THIS SHEET.

NOTE:

REFER TO SPIRE REPAIR SCHEDULE

FOR MEMBER SIZE AND REPAIR

LOCATION INFORMATION.

REFERENCE LEVEL

5" x 3" ANGLE TYPICAL

NEW

" DIA. BOLT TYPICAL

" MIN. EDGE DISTANCE TYPICAL

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NOT TO SCALE

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