A00803-616302.pdf

PDF 19 MB Posted Jun 29, 2026

Attached to: 616302 BELCHERTOWN-HAMPDEN-MONSON-SOUTH HADLEY-SOUTHWICK Maintenance and Preservation of Municipal
Solicitation number: BD-27-1030-0H100-0H002-130918
Issued by: Hampden County, Massachusetts

About this file

Written by GovTribe AI · Aug 10, 2026

This is a structural drawing and specification document prepared by the Massachusetts Department of Transportation (MassDOT) Highway Division for Proposal No. 616302-134929, detailing maintenance and preservation work on a bridge located on Allen Road in Belchertown spanning the Daniel Shays Highway (Route 202). The project involves structural steel repairs to an existing bridge, with the contractor responsible for field measurement and survey to determine all dimensions and existing conditions necessary for completion of work. The drawings are submitted as structural/sketch plans as of May 29, 2026, with the bridge identified as BR# B-05-009 (OPD). The contractor must submit comprehensive shop drawings for all proposed structural components prior to commencing work, obtain engineer approval of field-verified dimensions and conditions, and ensure proper fit-up of repair plates and angles through field measurements before ordering materials.

The project specifications require structural steel to conform to AASHTO M270 Grade 36 or Grade 50, with reinforcing steel conforming to AASHTO M31 Grade 60. All steel beam end repairs must be cleaned and painted in accordance with special provisions, and the perimeter of repair plates and angles must be sealed using silicone caulk upon completion. The contractor must provide temporary shielding to prevent debris from falling into the river below and promptly remove any debris that falls into the river due to contractor activities. Existing bridge plans are available through MassDOT's Plans and Records Department via BIDX or electronic transmission. The contractor is responsible for verifying all existing field conditions including member sizes, plate sizes, and member configuration through field measurement and shall not commence fabrication until required measurements have been made on the actual structure and submitted shop drawings have been approved by the engineer.

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Other files

File	Type	Posted
A00801-616302.pdf	PDF	Jun 29, 2026
BELCHERTOWN-HAMPDEN-MONSON-SOUTH_HADLEY-SOUTHWICK-616302-134929-A-1.pdf	PDF	Jun 29, 2026
616302 - Notice to Contractors.pdf	PDF	Jun 29, 2026
A00820-616302.pdf	PDF	Jun 29, 2026
A00870-616302.pdf	PDF	Jun 29, 2026
616302 - Plan Holders List 7-28-2026.pdf	PDF	Jun 29, 2026
616302 Bid Items List.txt	TXT text file	Jun 29, 2026
A00875-616302.pdf	PDF	Jun 29, 2026

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Massachusetts Department Of Transportation Highway Division Proposal No. 616302-134929

A00803 - 1

DOCUMENT A00803

DRAWINGS AND SKETCHES

Massachusetts Department Of Transportation Highway Division Proposal No. 616302-134929

A00803 - 2

THIS PAGE INTENTIONALLY LEFT BLANK

DANIEL SHAYS HWY

(ROUTE 202)

BROOK

JABISH

ALLEN

WESTWOOD DR

OLD PELHAM RD

ELC

FED

. AID

J. N O

EET

TAL

EETS

STATE

M A

JEC

T FILE N

FRONT SHEET.DWG 18-Jun-2026 1:15 PMPlotted on

L N O

TES, LO

U S, A

N D

D R

A W

LIST

616302

LLEN

R O

A D

ELC

Xxxxxx Structural/Sketch Plans Submittal (S#/SK#) 29 MAY 2026

NAD 83 N

JEC

ATIO

# B-05-009 (0PD

JEC

ATIO

ALE: 1" = 500'

Proposal No. 616302-134929

A00803 - 3

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GENERAL NOTES:

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EXISTING CONDITIONS:

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EXISTING BRIDGE PLANS:

AutoCAD SHX Text PLANS FOR THE EXISTING BRIDGE ARE AVAILABLE AND MAY BE OBTAINED THROUGH THE MASSDOT PLANS AND RECORDS DEPARTMENT VIA BIDX OR THROUGH ELECTRONIC TRANSMISSION.

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SCALES:

AutoCAD SHX Text DRAWINGS ARE DRAWN TO SCALE FOR FULL SIZE SHEETS AND ARE NOT APPLICABLE TO REDUCED SIZE PRINTS. DIVIDE SCALES BY 2 FOR HALF-SIZED PRINTS (A3). CONTRACTOR SHALL FIELD MEASURE ALL COMPONENTS PROPOSED TO BE REPLACED PRIOR TO THE COMMENCEMENT OF WORK.

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STRUCTURAL STEEL:

AutoCAD SHX Text THE CONTRACTOR SHALL FIELD MEASURE EXISTING CONDITIONS (I.E. BEARING ANCHOR BOLT LOCATIONS, CONNECTION PLATES, CROSS FRAMES, ETC.) PRIOR TO ORDERING SHOP DRAWINGS TO ENSURE PROPER FIT UP OF THE REPAIR PLATES AND ANGLES. PROPOSED STRUCTURAL STEEL SHALL CONFORM TO AASHTO M270 GRADE 36 OR GRADE 50. PERIMETER OF ALL REPAIR PLATES AND ANGLES SHALL BE SEALED USING SILICONE CAULK UPON COMPLETION OF REPAIRS.

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UTILITIES:

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THERE ARE NO UTILITIES SUPPORTED ON THIS BRIDGE.

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SHOP DRAWINGS:

AutoCAD SHX Text THE CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS AS REQUIRED BY THE STANDARD SPECIFICATIONS AND THE LATEST MASSDOT BRIDGE MANUAL. PROPOSED COMPONENTS REQUIRING FIELD MEASUREMENTS SHALL BE DESIGNED, DETAILED, AND SUBMITTED TO THE ENGINEER FOR APPROVAL.

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TEMPORARY SHIELDING:

AutoCAD SHX Text THE CONTRACTOR SHALL PROVIDE TEMPORARY SHIELDING TO PREVENT ANY DEBRIS FROM FALLING ONTO THE RIVER BELOW. ANY DEBRIS THAT FALLS INTO THE RIVER DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE PROMPTLY REMOVED.

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STRUCTURAL STEEL CLEANING AND PAINTING:

AutoCAD SHX Text STEEL BEAM END REPAIRS SHALL CLEANED AND PAINTED IN ACCORDANCE WITH THE SPECIAL PROVISIONS.

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DIMENSIONS

AutoCAD SHX Text DIMENSIONS, ANGLES, AND ELEVATIONS GIVEN FOR STRUCTURE ARE BASED ON THE BEST AVAILABLE INFORMATION SUPPLEMENTED BY LIMITED FIELD MEASUREMENTS AND ARE NOT GUARANTEED TO BE CORRECT. THE CONTRACTOR SHALL DETERMINE AND ESTABLISH ALL DIMENSIONS, ANGLES, AND ELEVATIONS NECESSARY FOR THE COMPLETION OF ALL WORK, BY FIELD MEASUREMENTS AND SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING FIELD CONDITIONS (I.E. MEMBER SIZE, PLATE SIZES, AND MEMBER CONFIGURATION) BY FIELD MEASUREMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY AND ACCURACY THEREOF AND SHALL NOT ORDER ANY MATERIAL OR COMMENCE ANY FABRICATION UNTIL THE REQUIRED MEASUREMENTS ON THE ACTUAL STRUCTURE HAVE BEEN MADE AND SUBMITTED SHOP DRAWINGS HAVE BEEN APPROVED BY THE ENGINEER. SHOP DRAWINGS SHALL STATE THE EXISTING DIMENSIONS, ANGLES, ELEVATIONS, AND CONDITIONS HAVE BEEN FIELD VERIFIED BY THE CONTRACTOR.

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REINFORCEMENT

AutoCAD SHX Text REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M31 GRADE 60. UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS, ALL BARS SHALL BE LAPPED AS FOLLOWS: MODIFICATION CONDITION #4 BARS #5 BARS #6 BARS #4 BARS #5 BARS #6 BARS #5 BARS #6 BARS #6 BARS 1. NONE 16" 17" 21" NONE 16" 17" 21" 16" 17" 21" 17" 21" 21" 2. 12" OF CONCRETE BELOW BAR 18" 22" 27" 12" OF CONCRETE BELOW BAR 18" 22" 27" 18" 22" 27" 22" 27" 27" 3. EPOXY COATED BARS, COVER 21" 26" 31" EPOXY COATED BARS, COVER 21" 26" 31" 21" 26" 31" 26" 31" 31" <3D OR CLEAR SPACING <6d B OR CLEAR SPACING <6d b4. COATED BARS, ALL OTHER CASES 17" 21" 25" COATED BARS, ALL OTHER CASES 17" 21" 25" 17" 21" 25" 21" 25" 25" 5. CONDITION 2. AND 3. 23" 29" 35" CONDITION 2. AND 3. 23" 29" 35" 23" 29" 35" 29" 35" 35" 6. CONDITION 2 AND 4 21" 27" 32" CONDITION 2 AND 4 21" 27" 32" 21" 27" 32" 27" 32" 32" ALL OTHER BARS SHALL BE LAPPED AS SHOWN ON THE CONSTRUCTION DRAWINGS

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EPOXY COATED BARS:

AutoCAD SHX Text ALL REINFORCING BARS AND SUPPORTING DEVICES SHALL BE EPOXY COATED UNLESS NOTED OTHERWISE.

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BOLTS

AutoCAD SHX Text ALL BOLTS SHALL BE " DIAMETER AND SHALL CONFORM TO ASTM F3125 GRADE A325, 78" DIAMETER AND SHALL CONFORM TO ASTM F3125 GRADE A325, THREADS EXCLUDED FROM SHEAR PLANE. HARDENED WASHERS SHALL BE PLACED UNDER THE TURNED ELEMENT. NUTS SHALL BE AS LISTED IN ASTM F3125 AS RECOMMENDED OR SUITABLE FOR THE BOLT. ALL BOLTS SHALL BE MECHANICALLY GALVANIZED. ALL CONNECTIONS SHALL BE CONSIDERED SLIP-CRITICAL WITH CLASS B FAYING SURFACES.

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JUNE 20, 2026

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ISSUED FOR CONSTRUCTION

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STATE BRIDGE ENGINEER

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CHIEF ENGINEER

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MASSACHUSETTS DEPARTMENT OF TRANSPORTATION

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HIGHWAY DIVISION

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10 PARK PLAZA BOSTON, MASS

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ALLEN ROAD

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BELCHERTOWN

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PROJECT DESCRIPTION

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OVER JABISH BROOK

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BRIDGE NO. B-05-009

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(0PD)

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SHEET 1 OF 11 SHEETS

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24 FEDERAL STREET BOSTON, MA

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LOCUS MAP

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DRAWING LIST

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SHEET NUMBER

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SHEET TITLE

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GENERAL NOTES, LOCUS, AND DRAWING LIST

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GENERAL PLAN & ELEVATION

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PROPOSED GENERAL PLAN & ELEVATION

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CROSS SECTION

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FRAMING PLAN & STEEL REPAIRS

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ABUTMENT ELEVATIONS

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CONCRETE SUBSTRUCTURE REPAIR DETAILS

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RAILING REPAIRS

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TEMPORARY TRAFFIC CONTROL PLAN DETAILS

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ADVANCED SIGNING PLAN

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CONSTRUCTION SIGN SUMMARY

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JUNE 27, 2026

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FED

. AID

J. N O

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PLAN AND ELEVATION.DWG 18-Jun-2026 1:15 PMPlotted on

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ELEVA

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616302

LLEN

R O

A D

ELC

Xxxxxx Structural/Sketch Plans Submittal (S#/SK#) 29 MAY 2026

Proposal No. 616302-134929

A00803 - 4

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BRG. W. ABUT.

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BRG. E. ABUT.

AutoCAD SHX Text 21'-10 "14"

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ALLEN ROAD.ALLEN ROAD.

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BRIDGE FASCIA

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EXISTING CULVERT

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EXISTING ABUTMENT (TYP.)

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JABISH BROOK

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SCALE: " = 1'-0" 14" = 1'-0"

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EXISTING GENERAL PLAN

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EXIST. RAILING POST SPACING

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EXIST. RAILING POST SPACING

AutoCAD SHX Text NOTES: 1. EXISTING POST SPACING MEASUREMENTS EXISTING POST SPACING MEASUREMENTS WERE FIELD VERIFIED. 2. EXISTING CULVERT CONSTRUCTED SKEWED EXISTING CULVERT CONSTRUCTED SKEWED TO ROADWAY - FIELD VERIFIED. 3. V.I.F. = CONTRACTOR TO VERIFY IN FIELD. V.I.F. = CONTRACTOR TO VERIFY IN FIELD.

AutoCAD SHX Text 13'-6" ± V.I.F.

AutoCAD SHX Text 40'-1" ± V.I.F.

AutoCAD SHX Text 52'-5" ± V.I.F.

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EXISTING JERSERY BARRIER

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BRG. E. ABUT.

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BRG. W. ABUT.

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TOP OF ROADWAY

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EXISTING WATER

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EXISTING STREAMBED

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EXISTING ABUTMENT (TYP.)

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EXISTING CULVERT

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SCALE: " = 1'-0" 14" = 1'-0"

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EXISTING SOUTH ELEVATION

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EXISTING RAILING TO BE REMOVED

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CONCRETE CURB TO REMAIN

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EXISTING RAILING TO BE REMOVED

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CONCRETE CURB TO REMAIN

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EXISTING WATER

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BRIDGE NO. B-05-009 (OPD)

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MATCHLINE

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JUNE 20, 2026

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ISSUED FOR CONSTRUCTION

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USE ONLY PRINTS OF LATEST DATE

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DATE

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DESCRIPTION

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THIS SHEET IS APPROVED FOR CONSTRUCTION BY MASSDOT AUTHORIZED SIGNATORY:

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STATE BRIDGE ENGINEER

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BRIDGE NO. B-05-009

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(0PD)

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SHEET 2 OF 11 SHEETS

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MATCHLINE

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JUNE 27, 2026

J. N O

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STATE

M A

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PLAN AND ELEVATION.DWG 18-Jun-2026 1:15 PMPlotted on

SED

L PLA

ELEVA

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616302

LLEN

R O

A D

ELC

Xxxxxx Structural/Sketch Plans Submittal (S#/SK#) 29 MAY 2026

Proposal No. 616302-134929

A00803 - 5

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BRG. W. ABUT.

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BRG. E. ABUT.

AutoCAD SHX Text 21'-10 "14"

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ALLEN ROAD.ALLEN ROAD.

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BRIDGE FASCIA

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JABISH BROOK

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SCALE: " = 1'-0" 14" = 1'-0"

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PROPOSED GENERAL PLAN

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SEE SHEET 7 FOR 7 FOR FOR PROP. WING DETAILS (TYP.)

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PROP. RAILING POST SPACING

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PROP. RAILING POST SPACING

AutoCAD SHX Text 6'-3"

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GUARDRAIL TANGENT END TREATMENT (TYP.)

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1. CONTRACTOR TO VERIFY ALL CONTRACTOR TO VERIFY ALL GEOMETRY AND CHECK FOR INTERFERENCES BETWEEN EXISTING AND PROPOSED ANCHOR BOLT LOCATIONS PRIOR TO FABRICATION.

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MATCHLINE

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%%UNOTES:

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LIMIT OF 3" WEARING SURFACE MILL AND OVERLAY

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3 SPA. @

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3 SPA. @

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PROP. HANDRAIL POST SPACING

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LIMIT OF 2" WEARING SURFACE MILL AND OVERLAY

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EXIST. CULVERT

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AutoCAD SHX Text 3'-1 "12"

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4 SPA.@1'-6 " 34" = 6'-3"

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4 SPA.@1'-6 " 34" = 6'-3"

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3 SPA. @

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3 SPA. @

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3 SPA. @

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3 SPA. @

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EXIST. ABUTMENT (TYP.)

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SCALE: " = 1'-0" 14" = 1'-0"

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PROPOSED SOUTH ELEVATION

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BRG. E. ABUT.

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BRG. W. ABUT.

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TOP OF ROADWAY

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EXIST. WATER

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EXIST. STREAMBED

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EXISTING ABUTMENT (TYP.)

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PROPOSED WALL SEE SHEET 7 FOR DETAILS7 FOR DETAILS FOR DETAILS

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EXISTING CULVERT

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EXISTING WATER

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6'-6" POSTS @

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6'-6" POSTS @

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6'-0" POSTS @

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6'-0" POSTS @

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VERIFY INTERFERENCE WITH BACKWALL. SHORTEN POST AS NECESSARY.

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MATCHLINE

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JUNE 20, 2026

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ISSUED FOR CONSTRUCTION

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USE ONLY PRINTS OF LATEST DATE

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DATE

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DESCRIPTION

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THIS SHEET IS APPROVED FOR CONSTRUCTION BY MASSDOT AUTHORIZED SIGNATORY:

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STATE BRIDGE ENGINEER

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BRIDGE NO. B-05-009

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(0PD)

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SHEET 3 OF 11 SHEETS

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JUNE 27, 2026

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CROSS SECTION.DWG 18-Jun-2026 1:15 PMPlotted on

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N 616302

LLEN

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ELC

Xxxxxx Structural/Sketch Plans Submittal (S#/SK#) 29 MAY 2026

Proposal No. 616302-134929

A00803 - 6

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SCALE: " = 1'-0" 12" = 1'-0"

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EXISTING CROSS SECTION

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EXIST. RAILING TO BE REMOVED (TYP.)

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EXIST. 21WF63 (TYP.) TO REMAIN

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EXIST. 7 " SLAB 12" SLAB TO REMAIN

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EXISTING HMA WEARING SURFACE TO REMAIN

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ALLEN ROAD

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EXIST. PARAPET TO REMAIN (TYP.)

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SCALE: " = 1'-0" 12" = 1'-0"

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PROPOSED CROSS SECTION

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PROP. RAILING SEE SHEET 8 FOR DETAILS (TYP.)

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EXIST. 7 " SLAB 12" SLAB TO REMAIN

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EXIST. HMA WEARING SURFACE TO REMAIN

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ALLEN ROAD

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EXIST. TO REMAIN 21WF63 (TYP.)

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EXIST. PARAPET TO REMAIN (TYP.)

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JUNE 20, 2026

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ISSUED FOR CONSTRUCTION

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USE ONLY PRINTS OF LATEST DATE

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DATE

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DESCRIPTION

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THIS SHEET IS APPROVED FOR CONSTRUCTION BY MASSDOT AUTHORIZED SIGNATORY:

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STATE BRIDGE ENGINEER

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BRIDGE NO. B-05-009

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(0PD)

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SHEET 4 OF 11 SHEETS

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616302

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Xxxxxx Structural/Sketch Plans Submittal (S#/SK#) 29 MAY 2026

Proposal No. 616302-134929

A00803 - 7

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SEAL PERIMETER OF ALL STEEL WITH SILICONE CAULK

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END OF STEEL BEAM

AutoCAD SHX Text COPE ANGLE TO PROVIDE CLEARANCE AROUND EXISTING ANCHOR BOLT AT FIXED BEARINGS. SEE DETAIL A, THIS SHEET.

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BRG.

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SCALE: 1 " = 1'-0" 12" = 1'-0"

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BEAM END REPAIRS

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78" A325 MECHANICALLY GALV. BOLT (TYP.)

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BOTTOM OF PROP WEB PLATE, D

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78" A325MECHANICALLY GALV. BOLT (TYP.)

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WEB PLATE, D (TYP.)

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78" A325MECHANICALLY GALV. BOLT (TYP.)

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WEB PLATE, D (TYP.)

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SCALE: 1 " = 1'-0" 12" = 1'-0"

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SECTION

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SCALE: 1 " = 1'-0" 12" = 1'-0"

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SECTION

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R=1" (TYP.)

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EDGE OF EXIST. FLANGE (TYP.)

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FOR ALL MEMBER SIZES AND DIMENSIONS SEE INDIVIDUAL REPAIR DETAILS.

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NOTE:

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EXIST. ANCHOR BOLT TO REMAIN

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BEARING

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SCALE: 1 " = 1'-0" 12" = 1'-0"

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DETAIL A AT BEARING

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STEEL REPAIR NOTES:

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1. STEEL REPAIRS TO FASCIA BEAMS SHALL BE DONE WITH EXISTING JERSEY BARRIERS IN PLACE. STEEL REPAIRS TO FASCIA BEAMS SHALL BE DONE WITH EXISTING JERSEY BARRIERS IN PLACE. EXISTING JERSEY BARRIERS SHALL NOT BE MOVED/REMOVED UNTIL ALL PROPOSED STEEL REPAIRS HAVE BEEN COMPLETED. 2. CLEAN THE CONTACT SURFACES OF EXISTING STEEL IN ACCORDANCE WITH SPECIAL PROVISIONS. CLEAN THE CONTACT SURFACES OF EXISTING STEEL IN ACCORDANCE WITH SPECIAL PROVISIONS. THE CONTACT SURFACES SHALL BE FREE OF PAINT, OIL, AND GREASE, AND SHALL PROVIDE THE NECESSARY SLIP RESISTANCE FOR CLASS B SLIP CRITICAL CONNECTIONS. 3. ENGINEER TO INSPECT CLEANED REPAIR AREA AND VERIFY REPAIR LIMITS BASED ON CONDITIONS ENGINEER TO INSPECT CLEANED REPAIR AREA AND VERIFY REPAIR LIMITS BASED ON CONDITIONS EXPOSED BY CLEANING. 4. THE BEAM SHALL BE INSPECTED FOR DAMAGE DUE TO CONTRACTOR OPERATIONS. ANY DAMAGE THE BEAM SHALL BE INSPECTED FOR DAMAGE DUE TO CONTRACTOR OPERATIONS. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTORS' EXPENSE. 5. IN LOCATIONS WHERE HEAVY DETERIORATION HAS OCCURRED OR AS DIRECTED BY THE IN LOCATIONS WHERE HEAVY DETERIORATION HAS OCCURRED OR AS DIRECTED BY THE ENGINEER, EPOXY REPAIR FAIRING COMPOUND SHALL BE APPLIED OVER THE PRIME COAT AS FOLLOWS: A. THE EPOXY REPAIR COMPOUND SHALL BE APPLIED TO THE DETERIORATED AREAS IN STRICT THE EPOXY REPAIR COMPOUND SHALL BE APPLIED TO THE DETERIORATED AREAS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL THE METHODS, PROCEDURES, AND MATERIALS TO BE USED FOR THE WORK. B. THE REPAIR COMPOUND SHALL ONLY BE APPLIED TO THOSE AREAS OF THE EXISTING STEEL THE REPAIR COMPOUND SHALL ONLY BE APPLIED TO THOSE AREAS OF THE EXISTING STEEL THAT EXHIBIT SEVERE SECTION LOSS TO COMPLETELY FILL THE IRREGULARITIES IN THE EXISTING STEEL SURFACES SUCH THAT NO VOIDS REMAIN BETWEEN THE PLIES OF THE EXISTING STEEL AND THE PROPOSED STRENGTHENING STEEL IN THE FINAL REPAIRED CONDITION. C. THE PROPOSED REPAIR STEEL SHALL BE PROPERLY POSITIONED AND BROUGHT INTO FIRM THE PROPOSED REPAIR STEEL SHALL BE PROPERLY POSITIONED AND BROUGHT INTO FIRM CONTACT WITHIN THE WORKING TIME LIMITS OF THE EPOXY REPAIR COMPOUND. THE REPAIR STEEL SHALL BE SECURED IN PLACE USING POSITIONING BOLTS TENSIONED TO A SNUG TIGHT CONDITION AND CLAMPS OR OTHER MECHANICAL MEANS TO BRING THE PLIES OF THE EXISTING STEEL AND NEW STEEL INTO FIRM CONTACT. WELDING IS NOT ALLOWED. D. ONCE THE PROPOSED STEEL HAS BEEN SECURED INTO POSITION WITH THE POSITIONING BOLTS, ONCE THE PROPOSED STEEL HAS BEEN SECURED INTO POSITION WITH THE POSITIONING BOLTS, AND THE EPOXY COMPOUND HAS CURED, THE REMAINING H.S. BOLTS SHALL BE INSTALLED. E. EPOXY COMPOUND FOR STRUCTURAL STEEL REPAIRS SHALL BE A SOLVENT FREE, MOISTURE EPOXY COMPOUND FOR STRUCTURAL STEEL REPAIRS SHALL BE A SOLVENT FREE, MOISTURE TOLERANT, EPOXY PASTE ADHESIVE SYSTEM. THE EPOXY PASTE SHALL BE DEVELOPED SPECIFICALLY FOR FILLING, SMOOTHING, SEALING, OR FAIRING APPLICATIONS ON METALS. THE PASTE SHALL BE APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S LATEST WRITTEN INSTRUCTIONS. AND ACCEPTABLE PRODUCE SHALL BE ONE OF THE FOLLOWING OR AN APPROVED EQUAL: ITW PHILADELPHIA RESINS REPAIR COMPOUND MANUFACTURED BY: ITW PHILADELPHIA RESINS, SIKADUR 31, HI-MOD GEL MANUFACTURED BY: SIKA CORPORATION, DEVCON PLASTIC STEEL PUTTY (A) MANUFACTURED BY: ITW DEVCON, FX-738 METAL FILLED EPOXY MANUFACTURED BY: SIMPSON STRONG TIE. 6. STEEL ELEMENTS FOR REPAIR SHALL BE BOLTED TO EXISTING STEEL SURFACES. STEEL ELEMENTS FOR REPAIR SHALL BE BOLTED TO EXISTING STEEL SURFACES. 7. STEEL SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M270 GRADE 36 OR 50. IT SHALL STEEL SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M270 GRADE 36 OR 50. IT SHALL BE CONSIDERED A MAIN MEMBER AND CONFORM TO THE V-NOTCH REQUIREMENTS OF AASHTO M270 ZONE T2. 8. IN THE CASE THAT ANY STEEL REPAIR ANGLE INTERFERES WITH THE EXISTING ANCHOR BOLT, A IN THE CASE THAT ANY STEEL REPAIR ANGLE INTERFERES WITH THE EXISTING ANCHOR BOLT, A LEG OF THE ANGLE CAN BE COPED TO PROVIDE CLEARANCE AROUND THE EXISTING ANCHOR BOLT. 9. CLEAN AND PAINT REPAIRED AREA PER SPECIAL PROVISIONS. CLEAN AND PAINT REPAIRED AREA PER SPECIAL PROVISIONS. 10. SEAL PERIMETER OF ALL STEEL WITH SILICONE CAULK.SEAL PERIMETER OF ALL STEEL WITH SILICONE CAULK.

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PROPOSED BEAM END REPAIR SCHEDULE

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BEAM

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LOCATION

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SECTION

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WEST ABUTMENT

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21WF63

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6 SP. @ 6" = 3'-0"

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3 SP. @ 6" = 18"

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13" X " WEB PL12" WEB PL

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EAST ABUTMENT

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21WF63

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6 SP. @ 6" = 3'-0"

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3 SP. @ 6" = 18"

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13" X " WEB PL12" WEB PL

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WEST ABUTMENT

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21WF63

AutoCAD SHX Text 3'-9"

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7 SP. @ 6" = 3'-6"

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4 SP. @ 6" = 2'-0"

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13" X " WEB PL12" WEB PL

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EAST ABUTMENT

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21WF63

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5 SP. @ 6" = 2'-6"

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2 SP. @ 6" = 12"

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13" X " WEB PL12" WEB PL

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BRG. W. ABUT.

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BRG. E. ABUT.

AutoCAD SHX Text 21'-10 "14"

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BEAM 1 (21WF63)

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BEAM 2 (21WF63)

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BEAM 3 (21WF63)

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BEAM 4 (21WF63)

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BEAM 5 (21WF63)

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BEAM 6 (21WF63)

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ALLEN ROAD

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SCALE: " = 1'-0" 38" = 1'-0"

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FRAMING PLAN

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JUNE 20, 2026

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ISSUED FOR CONSTRUCTION

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USE ONLY PRINTS OF LATEST DATE

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DATE

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DESCRIPTION

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THIS SHEET IS APPROVED FOR CONSTRUCTION BY MASSDOT AUTHORIZED SIGNATORY:

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STATE BRIDGE ENGINEER

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BRIDGE NO. B-05-009

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(0PD)

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SHEET 5 OF 11 SHEETS

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JUNE 27, 2026

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T FILE N

ABUTMENT REPAIRS.DWG 18-Jun-2026 1:16 PMPlotted on

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616302

LLEN

R O

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ELC

Xxxxxx Structural/Sketch Plans Submittal (S#/SK#) 29 MAY 2026

Proposal No. 616302-134929

A00803 - 8

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SCALE: " = 1'-0" 12" = 1'-0"

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WEST ABUTMENT ELEVATION

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BEAM 1

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BEAM 2

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BEAM 3

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BEAM 4

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BEAM 5

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BEAM 6

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ALLEN ROAD

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EXIST. BEAM SEAT

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TOP OF WINGWALL

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TOP OF BACKWALL

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TOP OF EXIST. FOOTING

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BEAM 6

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BEAM 5

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BEAM 4

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BEAM 3

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BEAM 2

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BEAM 1

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ALLEN ROAD

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TOP OF BACKWALL

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SCALE: " = 1'-0" 12" = 1'-0"

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EAST ABUTMENT ELEVATION

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TOP OF EXIST. FOOTING

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TOP OF WINGWALL

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EXIST. BEAM SEAT

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LEGEND

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SPALLED. CRACKED, AND/OR DELAMINATED CONCRETE AREAS TO BE REPAIRED

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CONCRETE REPAIR NOTES:

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1. DETAILS SHOW THE APPROXIMATE AREAS OF DETERIORATION. DETAILS SHOW THE APPROXIMATE AREAS OF DETERIORATION. THE DETERIORATED AREAS INDICATED ARE BASED ON AVAILABLE INFORMATION AND ARE NOT INTENDED TO BE ALL INCLUSIVE, BUT RATHER A SIGNIFICANT REPRESENTATION OF THE REPAIRS TO BE PERFORMED. THE CONTRACTOR SHALL SOUND ALL CONCRETE SURFACES IN THE FIELD AND MARK OUT SPALLED, DETERIORATED AND DELAMINATED CONCRETE AREAS TO BE APPROVED BY THE ENGINEER BEFORE THE CONTRACTOR COMMENCES ANY REPAIRS. 2. ANY EARTH EXCAVATION REQUIRED FOR REPAIRS SHALL BE ANY EARTH EXCAVATION REQUIRED FOR REPAIRS SHALL BE CONSIDERED INCIDENTAL TO THE REPAIR ITEMS. 3. FOR CONCRETE REPAIR DETAILS SEE SHEET 7.FOR CONCRETE REPAIR DETAILS SEE SHEET 7.

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JUNE 20, 2026

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ISSUED FOR CONSTRUCTION

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USE ONLY PRINTS OF LATEST DATE

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DATE

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DESCRIPTION

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THIS SHEET IS APPROVED FOR CONSTRUCTION BY MASSDOT AUTHORIZED SIGNATORY:

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STATE BRIDGE ENGINEER

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BRIDGE NO. B-05-009

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(0PD)

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SHEET 6 OF 11 SHEETS

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%%UPHOTO - NORTHEAST WINGWALL

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Xxxxxx Structural/Sketch Plans Submittal (S#/SK#) 29 MAY 2026

Proposal No. 616302-134929

A00803 - 9

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EXCAVATION AND SURFACE REPAIR NOTES:

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1. THE CONTRACTOR SHALL EXERCISE CARE WHEN REMOVING CONCRETE AROUND THE CONTRACTOR SHALL EXERCISE CARE WHEN REMOVING CONCRETE AROUND REINFORCEMENT TO ONLY REMOVE DETERIORATED CONCRETE AND TO LIMIT THE SOUND CONCRETE REMOVED TO THE MINIMUM NECESSARY TO EFFECT A GOOD REPAIR. 2. THE CONTRACTOR SHALL ESTABLISH LIMITS OF VARIOUS REPAIRS AS SHOWN ON THE CONTRACTOR SHALL ESTABLISH LIMITS OF VARIOUS REPAIRS AS SHOWN ON THE PLANS AND AT THE DIRECTION OF THE ENGINEER. THE LOCATIONS SHOWN ON THE PLANS ARE BASED UPON RECORDS OF BRIDGE INSPECTIONS AND ARE NOT GUARANTEED. THE LOCATION AND EXTENT OF ALL CONCRETE REPAIRS ARE TO BE FIELD VERIFIED AND APPROVED BY THE ENGINEER AFTER THE CONTRACTOR HAS SOUNDED AND MARKED OUT THE REPAIR AREAS. REPAIR CONFIGURATIONS SHOULD BE KEPT AS SIMPLE AS POSSIBLE, PREFERABLY WITH SQUARE CORNERS. 3. THE LIMITS OF THE REPAIRS SHALL BE SAWCUT ALONG NEAT LINES TO A THE LIMITS OF THE REPAIRS SHALL BE SAWCUT ALONG NEAT LINES TO A DEPTH OF " TO PRODUCE A CLEAN EDGE. 34" TO PRODUCE A CLEAN EDGE. 4. REMOVE DETERIORATED AND UNSOUND CONCRETE AS WELL AS SOUND REMOVE DETERIORATED AND UNSOUND CONCRETE AS WELL AS SOUND CONCRETE WHERE NECESSARY TO A MINIMUM OF 1" BEYOND INNER MOST LAYER OF SURFACE REINFORCEMENT. 5. EXPOSED REINFORCEMENT IS TO BE CLEANED BY MECHANICAL CLEANING AND EXPOSED REINFORCEMENT IS TO BE CLEANED BY MECHANICAL CLEANING AND HIGH PRESSURE WASHING WITH WATER THAT CONTAINS NO DETERGENTS OR BOND INHIBITING CHEMICALS. WHERE ACTIVE CORROSION HAS OCCURRED (THAT WHICH WOULD INHIBIT BONDING) ABRASIVE BLAST STEEL TO SSPC-SP5. EXPOSED REBAR TO BE COATED WITH ZINC RICH PRIMER AFTER CLEANING IN ACCORDANCE WITH THE SPECIAL PROVISIONS. 6. MISSING OR DETERIORATED REINFORCING STEEL SHALL BE REPLACED AS MISSING OR DETERIORATED REINFORCING STEEL SHALL BE REPLACED AS DIRECTED BY THE ENGINEER. AFTER REMOVAL AND EDGE PREPARATION ARE COMPLETE, REMOVE BOND INHIBITING MATERIALS (DIRT, GREASE, LOOSELY BONDED AGGREGATE) BY ABRASION BLASTING OR HIGH PRESSURE WATER BLASTING WITH WATER THAT CONTAINS NO DETERGENTS OR BOND INHIBITING CHEMICALS. CHECK THE CONCRETE SURFACES AFTER CLEANING TO INSURE THAT THE SURFACE IS FREE FROM ADDITIONAL LOOSE AGGREGATE OR THAT ADDITIONAL DELAMINATIONS ARE NOT PRESENT. 7. 5000 PSI- "-710 HP CEMENT CONCRETE SHALL BE USED TO PERFORM THE 5000 PSI- "-710 HP CEMENT CONCRETE SHALL BE USED TO PERFORM THE 38"-710 HP CEMENT CONCRETE SHALL BE USED TO PERFORM THE REPAIRS. 8. PRESOAK CONCRETE SUBSTRATE WITH A WATER HOSE FOR 24 HOURS OR AS PRESOAK CONCRETE SUBSTRATE WITH A WATER HOSE FOR 24 HOURS OR AS LONG AS SITE CONSTRAINTS PERMIT. AT TIME OF REPAIR CONCRETE PLACEMENT, SUBSTRATE SHALL BE SATURATED SURFACE DRY WITH NO STANDING WATER. 9. ALL SURFACES SHALL BE RUBBED TO PRODUCE A SMOOTH FINISH TO MATCH ALL SURFACES SHALL BE RUBBED TO PRODUCE A SMOOTH FINISH TO MATCH EXISTING SURFACES. 10. IF AN EPOXY BONDING COMPOUND IS USED (AS DIRECTED BY THE ENGINEER), IF AN EPOXY BONDING COMPOUND IS USED (AS DIRECTED BY THE ENGINEER), THE MATERIALS SHALL MEET AASHTO M235 TYPE V. GRADE AND CLASS SHALL BE SPECIFIED FOR EACH INDIVIDUAL APPLICATION. THE EPOXY COMPOUND SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. IN NO CASE WILL THE EPOXY BONDING COMPOUND BE ALLOWED TO CURE TO A HARDENED STATE PRIOR TO CONCRETE PLACEMENT. IF THIS DOES OCCUR IT MUST BE COMPLETELY REMOVED. EPOXY BONDING COMPOUND USED MUST BE ON THE MASSDOT QUALIFIED CONSTRUCTION MATERIALS LIST.

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SCALE: 1 " = 1'-0"12" = 1'-0"

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PARTIAL DEPTH REPAIR

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SAW CUT " DEEP AROUND 34" DEEP AROUND CONC. AREA TO BE REMOVED

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EXISTING REINFORCING TO BE RETAINED AND CLEANED (TYP.)

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FACE OF EXIST. ABUTMENT OR WINGWALL

AutoCAD SHX Text IF THERE IS LESS THAN 1 " CONCRETE COVER, THEN THE CONTRACTOR 12" CONCRETE COVER, THEN THE CONTRACTOR SHALL BUILD OUT THE FORM TO ENSURE A MINIMUM OF 1 " COVER. 12" COVER.

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1" MIN. OR TO SOUND CONCRETE, SEE EXCAVATION AND SURFACE REPAIR NOTE 4 (TYP.)

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SCALE: 1" = 1'-0"

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SECTION

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PROPOSED RAILING, SEE DETAILS ON SHEET 8

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APPROXIMATE TOP OF ROADWAY

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SCALE: 1" = 1'-0"

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PROPOSED WALL DETAIL

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%%UNOTE:

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STEEL RAILING NOT SHOWN FOR CLARITY

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BRG. W. ABUT.

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PROPOSED WALL

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TOP OF ROADWAY

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%%UNOTE:

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STEEL RAILING NOT SHOWN FOR CLARITY

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24" LAP

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24" LAP

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5000 PSI, " INCH, 38" INCH, INCH, 710 HP CEMENT CONCRETE

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GRAVEL BORROW FOR BACKFILLING STRUCTURES AND PIPES

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SCALE: 3/4" = 1'-0"

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DETAIL - RETAINING WALL BACKFILL

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APPROXIMATE TOP OF ROADWAY - MATCH EXISTING PAVEMENT DEPTH

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CRUSHED STONE FOR BRIDGE FOUNDATIONS

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MODIFIED ROCK FILL

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JUNE 20, 2026

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ISSUED FOR CONSTRUCTION

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USE ONLY PRINTS OF LATEST DATE

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DATE

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DESCRIPTION

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THIS SHEET IS APPROVED FOR CONSTRUCTION BY MASSDOT AUTHORIZED SIGNATORY:

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STATE BRIDGE ENGINEER

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BRIDGE NO. B-05-009

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(0PD)

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SHEET 7 OF 11 SHEETS

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RAILING REPAIRS.DWG 18-Jun-2026 1:16 PMPlotted on

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S 616302

LLEN

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A D

ELC

Xxxxxx Structural/Sketch Plans Submittal (S#/SK#) 29 MAY 2026

Proposal No. 616302-134929

A00803 - 10

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POSTPOST

AutoCAD SHX Text " x 2 " 34" x 2 " 12" HORIZONTAL SLOTS IN THRIE-BEAM

AutoCAD SHX Text " x 1 " 2932" x 1 " 18" SPLICE BOLT SLOTS IN THRIE-BEAM

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END OF THRIE-BEAM SECTION

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SCALE: 1 " = 1'-0" 12" = 1'-0"

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TYPICAL SPLICE DETAILS

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SCALE: 1" = 1'-0"

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3" TIMBER OFFSET BLOCK

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SCALE: 2" = 1'-0"

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DETAIL

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TYP.

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1" HOLES

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34" THICK BASE PLATE

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2 SPA. @3'-1 " 12"

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2 SPA. @3'-1 " 12"

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FACE OF EXIST. CURB

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FACE RAIL TO MATCH FACE OF EXIST. PARAPET

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SCALE: " = 1'-0" 38" = 1'-0"

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TYPICAL APPROACH RAIL LAYOUT

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THRIE BEAM TO

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THRIE BEAM TO

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LAP BEAM SECTION IN DIRECTION OF TRAFFIC

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THRIE BEAM

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THRIE BEAM

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SEE DETAIL A

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FACE OF HANDRAIL TO MATCH BACK OF BLOCKOUT

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3" TIMBER BLOCKOUT

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SYNTHETIC OFFSET BLOCK 8" DEEP (NOMINAL) X 1'-2" LONG

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W6 X 8.5 POST

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ROADWAY FINISH GRADE

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SCALE: 1 " = 1'-0" 12" = 1'-0"

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SECTION

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BRIDGE RAIL BRIDGE RAIL END POST

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W6X8.5 POST

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THRIE-BEAM SECTION (TYP.)

AutoCAD SHX Text " x 2 " 34" x 2 " 12" HORIZONTAL SLOTS IN THRIE-BEAM

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18" THICK PREFORMED BEARING PAD, SEE NOTE 2

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AutoCAD SHX Text 34" x 5" POST BOLT

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STEEL HEX NUT & WASHER

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THRIE-BEAM SECTION 10 GA. STEEL

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3" TIMBER OFFSET

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SCALE: 1 " = 1'-0" 12" = 1'-0"

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END POST DETAIL

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SCALE: 1 " = 1'-0" 12" = 1'-0"

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BRIDGE RAIL DETAIL

AutoCAD SHX Text 78" x 14" F1554, GRADE105 THREADED ROD, CORE AND EPOXY INTO EXISTING PARAPET

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APPROACH APPROACH RAIL POST

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END OF DECK/WING

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1" CHAMFER

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2 " PIPE12" PIPE

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2" PIPE

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BRIDGE RAIL BRIDGE RAIL POST

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BOLT

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GENERAL NOTES

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1. FOR BRIDGE RAIL POST SPACING, SEE BRIDGE RAIL LAYOUT. FOR BRIDGE RAIL POST SPACING, SEE BRIDGE RAIL LAYOUT. THE MAXIMUM BRIDGE RAIL POST SPACING SHALL BE 3'-1 ". 12". 2. PREFORMED BEARING PADS SHALL CONFORM TO AASHTO PREFORMED BEARING PADS SHALL CONFORM TO AASHTO M251. 3. NUTS FOR THREADED ANCHOR STUDS CONNECTING THE BASE NUTS FOR THREADED ANCHOR STUDS CONNECTING THE BASE PLATE TO THE CONCRETE SHALL BE TIGHTENED TO A SNUG . 4. THRIE BEAM SHALL BE CONTINUOUS OVER A MINIMUM OF THRIE BEAM SHALL BE CONTINUOUS OVER A MINIMUM OF FOUR POSTS. 5. PLACE A REFLECTORIZED WASHER IN THE UPPER VALLEY OF PLACE A REFLECTORIZED WASHER IN THE UPPER VALLEY OF EVERY THRIE BEAM POST. 6. STANDARD WEIGHT PIPES SHALL BE ASTM A 500 GRADE B STANDARD WEIGHT PIPES SHALL BE ASTM A 500 GRADE B GALVANIZED 7. RAIL POST, BASE PLATES, AND ANCHOR PLATES SHALL BE RAIL POST, BASE PLATES, AND ANCHOR PLATES SHALL BE AASHTO M270 GRADE 50 GALVANIZED. 8. THRIE BEAM BRIDGE RAIL SHALL BE AASHTO M180, CLASS B THRIE BEAM BRIDGE RAIL SHALL BE AASHTO M180, CLASS B (10 GAGE), AND GALVANIZED. 9. NUTS, BOLTS, AND WASHER SHALL BE ASTM A 325 NUTS, BOLTS, AND WASHER SHALL BE ASTM A 325 GALVANIZED. 10. SADDLE SHALL BE ASTM A36 OR GREATER, GALVANIZED. SADDLE SHALL BE ASTM A36 OR GREATER, GALVANIZED. 11. ALL STEEL (EXCEPT THE " ANCHOR PLATE AND FASTENERS) ALL STEEL (EXCEPT THE " ANCHOR PLATE AND FASTENERS) 58" ANCHOR PLATE AND FASTENERS) SHALL BE GALVANIZED AND PAINTED DARK BRONZE (FEDERAL STD. 595B COLOR NO. 10045). ANCHOR PLATE SHALL BE GALVANIZED ONLY. HEADS OF " ROUND HEAD BOLTS 78" ROUND HEAD BOLTSSHALL BE PAINTED TO MATCH RAIL. 12. ANCHOR RODS SHALL BE SET WITH TEMPLATES. THE NUT ANCHOR RODS SHALL BE SET WITH TEMPLATES. THE NUT SECURING THE POST BASE PLATE TO THE CONCRETE SHALL BE TIGHTENED TO A SNUG FIT AND GIVEN AN ADDITIONAL 1/8 TURN AFTER STEEL IS IN PLACE. 13. ALL POSTS TO BE PLUMB WHEN PROFILE GRADE EXCEEDS ALL POSTS TO BE PLUMB WHEN PROFILE GRADE EXCEEDS 1.5%. FOR PROFILE GRADES LESS THAN 1.5%, POSTS SHALL BE SET PERPENDICULAR TO GRADE. 14. POST FLANGE WELD DOES NOT REQUIRE MAGNETIC PARTICLE POST FLANGE WELD DOES NOT REQUIRE MAGNETIC PARTICLE TESTING. WELD SHALL BE BACK-GOUGED ON BACK SIDE EXCEPT AT WEB. WELD IS THE SAME ON BOTH FLANGES.

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RAIL POST

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END THRIE-BEAM (TYP.)

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W-BEAM

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SYNTHETIC OFFSET BLOCK

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

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DETAIL A

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2" STANDARD PIPE

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34" U-BOLT WITHNUT-WASHER AND LOCK WASHER

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SADDLE

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2" PIPE

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34" U-BOLT WITHNUT-WASHER AND LOCK WASHER

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SCALE: 3" = 1'-0"

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SADDLE DETAIL

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%%UELEVATION

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%%UPLAN

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2 " STANDARD PIPE12" STANDARD PIPE

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34" U-BOLT WITHNUT-WASHER AND LOCK WASHER

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SECTION

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SCALE: 3" = 1'-0"

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AutoCAD SHX Text 6/20/2026

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ISSUED FOR CONSTRUCTION

AutoCAD SHX Text

USE ONLY PRINTS OF LATEST DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

THIS SHEET IS APPROVED FOR CONSTRUCTION BY MASSDOT AUTHORIZED SIGNATORY:

AutoCAD SHX Text

STATE BRIDGE ENGINEER

AutoCAD SHX Text

BRIDGE NO. B-05-009

AutoCAD SHX Text

(0PD)

AutoCAD SHX Text

SHEET 8 OF 11 SHEETS

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JUNE 27, 2026

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Proposal No. 616302-134929

A00803 - 11

AutoCAD SHX Text 6/20/2026

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION

AutoCAD SHX Text

USE ONLY PRINTS OF LATEST DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

THIS SHEET IS APPROVED FOR CONSTRUCTION BY MASSDOT AUTHORIZED SIGNATORY:

AutoCAD SHX Text

STATE BRIDGE ENGINEER

AutoCAD SHX Text

BRIDGE NO. B-05-009

AutoCAD SHX Text

(0PD)

AutoCAD SHX Text

SHEET 9 OF 11 SHEETS

BrownD Text Box

JUNE 27, 2026

DANIEL SHAYS HWY(ROUTE 202)

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ALE: 1" = 200'

NAD 83 N

Xxxxxx Structural/Sketch Plans Submittal (S#/SK#) 29 MAY 2026

Proposal No. 616302-134929

A00803 - 12

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AutoCAD SHX Text 6/20/2026

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION

AutoCAD SHX Text

USE ONLY PRINTS OF LATEST DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

THIS SHEET IS APPROVED FOR CONSTRUCTION BY MASSDOT AUTHORIZED SIGNATORY:

AutoCAD SHX Text

STATE BRIDGE ENGINEER

AutoCAD SHX Text

BRIDGE NO. B-05-009

AutoCAD SHX Text

(0PD)

AutoCAD SHX Text

SHEET 10 OF 11 SHEETS

BrownD Text Box

JUNE 27, 2026

J. N O

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STATE

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T FILE N

(B05009)_CONSTRUCTION SIGN SUMMARY.DWG 18-Jun-2026 1:16 PMPlotted on

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Xxxxxx Structural/Sketch Plans Submittal (S#/SK#) 29 MAY 2026

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Proposal No. 616302-134929

A00803 - 13

AutoCAD SHX Text 6/20/2026

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION

AutoCAD SHX Text

USE ONLY PRINTS OF LATEST DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

THIS SHEET IS APPROVED FOR CONSTRUCTION BY MASSDOT AUTHORIZED SIGNATORY:

AutoCAD SHX Text

STATE BRIDGE ENGINEER

AutoCAD SHX Text

BRIDGE NO. B-05-009

AutoCAD SHX Text

(0PD)

AutoCAD SHX Text

SHEET 11 OF 11 SHEETS

AutoCAD SHX Text NOTES: 1. THE FOLLOWING MASSDOT STANDARD CONSTRUCTION DETAILS ARE ANTICIPATED THE FOLLOWING MASSDOT STANDARD CONSTRUCTION DETAILS ARE ANTICIPATED IN ASSOCIATION WITH ALLEN STREET: 851.1.1 CONES & DRUMS 2. THE FOLLOWING MASSDOT STANDARD TTCP DAILY SETUPS ARE ANTICIPATED ON THE FOLLOWING MASSDOT STANDARD TTCP DAILY SETUPS ARE ANTICIPATED ON MORGAN STREET DURING CONSTRUCTION OPERATIONS: 852.4.3 ALTERNATING ONE-WAY (TEMPORARY SIGNAL)

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JUNE 27, 2026

ILL R

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Proposal No. 616302-134929

A00803 - 14

AutoCAD SHX Text

EXISTING CONDITIONS:

AutoCAD SHX Text

TEMPORARY SHIELDING:

AutoCAD SHX Text

STRUCTURAL STEEL CLEANING AND PAINTING:

AutoCAD SHX Text THE CONTRACTOR SHALL DETERMINE AND ESTABLISH ALL DIMENSIONS AND EXISTING DETAILS NECESSARY FOR THE COMPLETION OF WORK BY FIELD MEASUREMENT AND SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY AND ACCURACY THEREOF AND SHALL NOT ORDER ANY MATERIALS OR COMMENCE ANY FABRICATION UNTIL THE REQUIRED MEASUREMENTS HAVE BEEN MADE ON THE ACTUAL STRUCTURE AND THE EXTENT OF THE PROPOSED WORK HAS BEEN APPROVED BY THE ENGINEER. PLANS FOR THE EXISTING BRIDGE ARE AVAILABLE AND MAY BE OBTAINED THROUGH THE MASSDOT PLANS AND RECORDS DEPARTMENT VIA BIDX OR THROUGH ELECTRONIC TRANSMISSION. DRAWINGS ARE DRAWN TO SCALE FOR FULL SIZE SHEETS AND ARE NOT APPLICABLE TO REDUCED SIZE PRINTS. DIVIDE SCALES BY 2 FOR HALF-SIZED PRINTS (A3). CONTRACTOR SHALL FIELD MEASURE ALL COMPONENTS PROPOSED TO BE REPLACED PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR SHALL LOCATE AND PROTECT FROM DAMAGE ALL EXISTING UTILITIES. THE CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS AS REQUIRED BY THE STANDARD SPECIFICATIONS AND THE LATEST MASSDOT BRIDGE MANUAL. PROPOSED COMPONENTS REQUIRING FIELD MEASUREMENTS SHALL BE DESIGNED, DETAILED, AND SUBMITTED TO THE ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHIELDING TO PREVENT ANY DEBRIS FROM FALLING ONTO THE RIVER BELOW. ANY DEBRIS THAT FALLS INTO THE RIVER DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE PROMPTLY REMOVED. STEEL BEAM END REPAIRS SHALL CLEANED AND PAINTED IN ACCORDANCE WITH THE SPECIAL PROVISIONS.

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text

EXISTING BRIDGE PLANS:

AutoCAD SHX Text

SCALES:

AutoCAD SHX Text

UTILITIES:

AutoCAD SHX Text

SHOP DRAWINGS:

AutoCAD SHX Text

DIMENSIONS

AutoCAD SHX Text

REINFORCEMENT

AutoCAD SHX Text

EPOXY COATED BARS:

AutoCAD SHX Text ALL REINFORCING BARS AND SUPPORTING DEVICES SHALL BE EPOXY COATED UNLESS NOTED OTHERWISE.

AutoCAD SHX Text

BOLTS

AutoCAD SHX Text ALL BOLTS SHALL BE " DIAMETER AND SHALL CONFORM TO ASTM F3125 GRADE 78" DIAMETER AND SHALL CONFORM TO ASTM F3125 GRADE A325, THREADS EXCLUDED FROM SHEAR PLANE. HARDENED WASHERS SHALL BE PLACED UNDER THE TURNED ELEMENT. NUTS SHALL BE AS LISTED IN ASTM F3125 AS RECOMMENDED OR SUITABLE FOR THE BOLT. ALL BOLTS SHALL BE MECHANICALLY GALVANIZED. ALL CONNECTIONS SHALL BE CONSIDERED SLIP-CRITICAL WITH CLASS B FAYING SURFACES.

AutoCAD SHX Text

STATE BRIDGE ENGINEER

AutoCAD SHX Text

CHIEF ENGINEER

AutoCAD SHX Text

MASSACHUSETTS DEPARTMENT OF…

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File details come from the government source that posted it. Updated Aug 10, 2026.