Oregon_Rd_Plans.pdf

COOPER

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ST. #2

HANOVER POND

B A R

IS

SUMMIT ST. #2

ST.

A V

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P H E A S A

FLOW

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R O

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GROVE

MERIDEN-

MARKHAM

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V A R

D

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M

A R

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A C

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M A

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DR.

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O R

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A V

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B R

A D L E Y

A V

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1.21

1.36

1.5

2.2

2.36

2.53

2.63

2.73

2.78

2.8

2.83

2.91

2.99

3.03

3.11

3.17

15.36

9.34

9.61

9.68

9.82 9.85

9.97

10.06

10.14 10.16

10.35

10.41

10.47

10.64

10.92

F R

E E

M O

N T

S T

AIRPORT

MUNICIPAL

B R

U C

E

R D

E

GDIR

R O S E

M A R

Y

T E R

PL

Tree Line

Shrub

Evergreen Tree

Deciduous Tree

Retaining Wall

Highway Line

Street Line

Property Line

Lot Line

Easement Line

Transmission Tower

Building

Swamp

Power Line

STATE LINE

Riprap

Inland Wetland Limits Stream

Ditch

TOWN LINE

Grid Arrow

Limit Of Marsh

Stone Wall

Ledge OutcropWater Edge

Board Fence

Pipe Fence

Rustic Fence

Chain Link Fence

Railroad Tracks

Conc. Sidewalk

Bit. Walk Hedge Row

North Arrow W/No. Coor.

Edge Of Road

Granite Curb

Guide Rail

Concrete Median Barrier

Dirt Road

BCLC

STANDARD EXISTING CONVENTIONS

CITY OF MERIDEN, CONNECTICUT

DISTRICT 1 DISTRICT 2

DISTRICT 3

DISTRICT 4

WOODSTOCK

THOMPSON

ASHFORD EASTFORD

POMFRET

BROOKLYN

HAMPTONCHAPLIN

MANSFIELD

PUTNAM

STERLINGPLAINFIELD

CANTERBURY

SCOTLAND

WINDHAM

LEBANON

HEBRON

EAST

HAMPTON COLCHESTER

GRISWOLD

STONINGTON

STONINGTON

NORTH

LEDYARD

WATERFORD

MONTVILLE

BOZRAH

FRANKLIN

EAST

LYME

SALEM

SPRAGUE

LISBON

EAST HADDAM

LYMECHESTER

ESSEX

OLD

CLINTON

COLUMBIA

HADDAM

KILLINGWORTH

WESTBROOK

DEEP RIVER

LYME

M A R

LB

O R O

U G

H

VOLUNTOWN

PORTLAND

PRESTON

REDDING

NEW

FAIRFIELD

BETHEL

NEWTOWN

BROOKFIELD

ROXBURY

SOUTHBURY

OXFORD

WOODBURY

SHERMAN

NEW

MILFORD

KENT

SHARON GOSHEN

WARREN

WASHINGTON

BETHLEHEM

MORRIS

LITCHFIELD

HARWINTON

WATERTOWN

CANAAN

NORTH

NORFOLK

CORNWALL

COLEBROOK

WINCHESTER

HARTLAND

BARKHAMSTED

NEW

HARTFORD

CANTON

GRANBY

SUFFIELD

EAST

GRANBY

SIMSBURY

AVON

SEYMOUR

ANSONIA

DERBY

PROSPECT

PLYMOUTH

BURLINGTON

FARMINGTON

CANAAN

RIDGEFIELD

SALISBURY

WALLINGFORD

W O

O D

B R

ID

G E

BETHANY

HAMDEN

SHELTON

MONROE

EASTON

WESTON

WILTON

CANAAN

NEW

GREENWICH

DARIEN

WESTPORT

FAIRFIELD

TRUMBULL

ORANGE

MILFORD

S T R

A T F O

R

DBRIDGEPORT

E A S T

H

A V E N

BRANFORD

GUILFORD

NORTH

BRANFORD

HAVEN

NORTH

NAUGATUCK

MIDDLEBURY

MADISON

NORWALK

W E S T

H

A V E N

SAYBROOK

OLD

LONDON

NEW

WATER

BRIDGE-

FALLS

BEACON

MIDDLETOWN

MERIDEN

CHESHIRE

SOUTHINGTONWOLCOTT

BRISTOL

PLAINVILLE

CROMWELLBERLIN

BOLTON

GLASTONBURY

ANDOVER

MANCHESTER

HARTFORD

BRITAIN

NEW

HARTFORD

WEST EAST

BLOOMFIELD

WINDSOR

SOUTH

WINDSOR

WINDSOR

EAST

ENFIELD SOMERS STAFFORD UNION

WILLINGTON

TOLLAND

ELLINGTON

VERNON

COVENTRY

DURHAM

N E

W

IN

G T

O N

LOCKS

WINDSOR

FIELD

MIDDLE-

WETHERSFIELD

STATE OF CONNECTICUT

N

D E

P A

R T

M E

N

T

OF TRAN

S

P O

R T

A T I

O N

C

ONNECTICU

T

M A S S A C H U S E T T S

R H

O

I

L A

N

Y

TORRINGTON KILLINGLY

GROTON

STAMFORD

DANBURY

WATERBURY

LOCATION

PROJECT

LOCATION

PROJECT

N

D E

P A

R T

M E

N

T

OF TRAN

S

P O

R T

A T I

O N

C

ONNECTICU

T

CONSULTANT COMPANY NAME

DESIGNED BY:

1" = 1000'

LOCATION PLAN

PAINTING DETAILSS-05

BEAM END REPAIR DETAILSS-04

EXISTING FRAMING PLANS-03

EXISTING GENERAL PLANS-02

TITLES-01

TITLE

NO.

DWG.

LIST OF DRAWINGS

Plans For

OREGON ROAD OVER QUINNIPIAC RIVER

EMERGENCY REPAIRS FOR BRIDGE NO. 04184

INACCURATE INFORMATION.

FROM THE DISSEMINATION OF UNOFFICIAL, INCOMPLETE AND/OR

CITY OF MERIDEN TO DO SO AND MAY BE LIABLE FOR CLAIMS RESULTING

INFORMATION AVAILABLE BY ANY MEANS ARE NOT AUTHORIZED BY THE

PERSONS AND/OR ENTITIES WHICH REPRODUCE AND/OR MAKE SUCH

FROM OFFICIAL SOURCES WITHIN THE CITY OF MERIDEN.

PARTIES TO OBTAIN ALL BIDDING RELATED INFORMATION AND DOCUMENTS

IT IS THE RESPONSIBILITY OF EACH BIDDER AND ALL OTHER INTERESTED

DISCLAIMER:

GENERAL NOTES:

3. SURVEY AND MAPPING INFORMATION WAS PROVIDED BY GM2 ASSOCIATES

2. 400 FOOT GRID BASED ON CONNECTICUT COORDINATE SYSTEM N.A.D. 1983

SUPPLEMENTAL SPECIFICATIONS, DATED JANUARY 2025; AND SPECIAL PROVISIONS

FOR ROADS, BRIDGES, FACILITIES, AND INCIDENTAL CONSTRUCTION, FORM 819, DATED 2024;

CONNECTICUT DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS

1. CONSTRUCTION SPECIFICATIONS:

DRAWING NO.:

SHEET NO.:

PROJECT NO.:

S-01

BYDATEDESCRIPTIONSHEET NO.

LIST OF DRAWING REVISIONS

PLANS FOR

CITY

QUINNIPIAC RIVER

NO. 04184 OREGON ROAD OVER

EMERGENCY REPAIRS FOR BRIDGE

MERIDEN

HAVEN

NEW

HARTFORD

NORWICH

THOMASTON

HILL

ROCKY

RED BRIDGE

(WOOD DECK)

WALL

STONE

STEEL BRIDGE

SUPPORT

SUPPORT

STEEL BRIDGE

CONCRETE PARAPET

CONCRETE PARAPET

CONCRETE PARAPET

CONCRETE PARAPET

CONCRETE

WALK

(APPROXIMATE. BOTTOM BEAM UP TO 0.10' LOWER)

TOP ABUTMENT ELEV.=95.37'

91930

CL&P

CONC.

ABUTMENT

CONC. WALK

CONC. CURB CONC. CURB

GRASS

BRUSH

GRASS

GRAVEL

LOT

PED

PED

IR

METAL BEAM

GUIDE RAIL

R

IP

R A

P

BIT.

WALK

CONC.

ABUTMENT

CONC. RET. WALL

(BENEATH BRIDGE)

GRASS

(SPK)

CP #3

GRAVEL

WOOD BOARD

STONE

WALL

EDGE OF

WATER

CP #53 (DH)CP #52 (DH)

NE-3

OHW

NE-2

OHW

NE-1

OHW

NE-1

CT

NE-2

CT

NW-1

OHW

SW-1

CT

S-1

OHW

S-2

OHW

SE-1

OHW

SE-2

OHW

FIELD LOCATED WETLANDS

CT, FEDERAL & OHW

APPROX. STREET LINE

WOOD

GUIDE RAIL

CONC. RET. WALL

(BENEATH BRIDGE)

ELEV. = 84.5'

BOTTOM OF WATER

ELEV. = 84.8'

BOTTOM OF WATER

EDGE OF

WATER

ELEV. = 86.1'

TOP OF WATER

ELEV. = 86.2'

TOP OF WATER

ELEV. = 87.7'

TOP OF PIER BASE

ELEV. = 87.7'

TOP OF PIER BASE

B

IT.

ELEV. = 88.3'

BACK OF SEAT

CURB

24"

ELEV. = 91.5'

TOP OF SEAT

HEADWALL

INV = 92.3'

BOTTOM OF BEAM

INV = 92.7'

BOTTOM OF BEAM

INV = 93.1'

BOTTOM OF BEAM

Q U

IN

N

IP

IA

IV

E R

17"

ELEV. = 94.0'

BOTTOM OF BEAM

ELEV. = 94.0'

BOTTOM OF GIRDER

ELEV. = 94.1'

BOTTOM OF BEAM

B

IT

C U R B

R

IV

A D

RIM=95.1

SMH

RIM=94.9

SMH

(APPROXIMATE. BOTTOM BEAM UP TO 0.10' LOWER)TOP ABUTMENT ELEV.=95.37'(APPROXIMATE. BOTTOM BEAM UP TO 0.10' LOWER)TOP ABUTMENT ELEV.=95.37'

CONC. CURB

EOP

EOP

LSA

B R

ID

G

J

IN

T

B R

ID

IN

T

B R

ID

IN

T

E O

P E

O P

BL

BL

BL

BL

BL

BL

BL

BL

ELEV. = 95.7'

BOTTOM OF DECK

BL

STOP

BL

STOP

WG

BL

BL

BL

RIM=96.6

SMH

CLP 91929

BL

DETECTABLE

WALK

GRANITE

POST (TYP.)

SIGN

CONC.

ABUTMENT

ABUTMENT

CONC.

WG

METAL RAILING

METAL RAILING

E O

P

E O P

E O

P

E O

P

HEADWALL

OREGON ROAD

MBR

W H

IT

IN

E

D O

U B

Y

L L

E S

W H

IT

E

GRAVEL

LOT

C O

O R

D

IN

A T E G

R

ID

AD

N N

E C T

IC

U

GLASTONBURY, CT 06033

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/10/2025

SIGNATURE BLOCK: DRAWING TITLE:

S-02

TOWN(S):

CITY OF MERIDEN

OREGON ROAD OVER QUINNIPIAC RIVER

EMERGENCY REPAIRS FOR BRIDGE NO. 04184

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\900_Submittals\Rehab\Models\SB_CP_XXXX_04184_GPN.dgn FILE NAME: PBarbosa LASTED SAVED BY:

R E

V

D A

T E

R E

V

IS

IO

N

D E

S C

R

IP

T

IO

DESIGNER/DRAFTER: PBR CHECKED BY: GA

EXISTING GENERAL PLAN

PLAN

1/16"=1'-0"SCALE:

TYPICAL SECTION

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

ELEVATION

1/16"=1'-0"SCALE:

BRG. ABUT. 1�

BRG. ABUT. 2� PIER�

EXP. BRG. ABUT. 1� EXP. BRG. ABUT. 2� FIXED BRG. PIER� FIXED BRG. PIER�

PIER�

SEWER MAIN

EXISTING 10" DIA.

WATER MAIN

EXISTING 12" DIA.

BRIDGE

EXISTING RED

Q U

N N

IP

IA

C R

IV

E R

OREGON ROAD�

WINGWALL 1B

WINGWALL 1A

WINGWALL 2A

WINGWALL 2B

OREGON ROAD

EXISTING STREAMBED

APPROXIMATE

WINGWALL 1B WINGWALL 2B

BEAM RAILING

EXISTING METAL OREGON ROAD�

2'-6"6 SPACES @ 7'-6" = 45'-0"2'-6"

2.1%2.1%

SEWER - CITY OF MERIDEN).

THE FOLLOWING UTILITIES ARE LOCATED WITHIN THE PROJECT LIMITS AND SHALL BE PROTECTED DURING CONSTRUCTION (WATER AND SANITARY UTILITIES:

SUBMITTED FOR REVIEW, THE FIELD MEASUREMENTS SHALL ALSO BE SUBMITTED FOR REFERENCE BY THE REVIEWER.

THE FINISHED WORK AND SHALL ASSUME FULL RESPONSIBILITY FOR THEIR ACCURACY. WHEN SHOP DRAWINGS BASED ON FIELD MEASUREMENTS ARE FROM THE LIMITED SURVEY AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL TAKE ALL FIELD MEASUREMENTS NECESSARY TO ASSURE PROPER FIT OF

DIMENSIONS OF THE EXISTING STRUCTURE SHOWN ON THESE PLANS ARE FOR GENERAL REFERENCE ONLY. THEY HAVE BEEN TAKEN EXISTING DIMENSIONS:

WHEN DECIMAL DIMENSIONS ARE GIVEN LESS THAN THREE DECIMAL PLACES, THE OMITTED DIGITS SHALL BE ASSUMED TO BE ZEROS.DIMENSIONS:

STEEL”.

PAINT SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIAL PROVISION “LOCALIZED PAINT REMOVAL AND FIELD PAINTING OF EXISTING PAINTING:

SEE STRUCTURAL STEEL REPAIR NOTES FOR DESIGNATIONS AND REQUIREMENTS.STRUCTURAL STEEL:

HL-93, LEGAL, PERMIT, AND EMERGENCY VEHICLES.LIVE LOAD:

STRUCTURAL STEEL: (AASHTO M270, GRADE 50)............ fy = 50,000 PSI

MATERIAL STRENGTHS:

TRANSPORTATION BRIDGE AND ROADWAY STRUCTURE DESIGN MANUAL (2025).

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (9TH EDITION - 2020), AS SUPPLEMENTED BY THE CONNECTICUT DEPARTMENT OF DESIGN SPECIFICATIONS:

SPECIAL PROVISIONS.

CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 819 (2024) WITH SUPPLEMENTAL SPECIFICATIONS DATED JANUARY 2025 AND SPECIFICATIONS:

GENERAL NOTES:

STRUCTURE SHEET REFERENCECOMPONENT OR DETAIL

SAFETY AND EVALUATION.

BRIDGE INSPECTION, UNLESS OTHERWISE DIRECTED BY THE MANAGER OF BRIDGE

STRUCTURE SHALL BE IN ACCORDANCE WITH THE GOVERNING MANUALS FOR

COMPONENT OF THE STRUCTURE.) THE FREQUENCY OF INSPECTION OF THIS

BE CONSTRUED TO REDUCE THE IMPORTANCE OF INSPECTION OF ANY OTHER

DETAILS. (THE LISTING FOR COMPONENTS FOR SPECIFIC ATTENTION SHALL NOT

MUST BE GIVEN TO INSPECTING THE FOLLOWING SPECIAL COMPONENTS AND

INDICATED IN THE GOVERNING MANUALS FOR BRIDGE INSPECTION. ATTENTION

INSPECTED FOR, BUT NOT LIMITED TO, ALL APPROPRIATE COMPONENTS

THE DEPARTMENT’S BRIDGE SAFETY PROCEDURES REQUIRE THIS BRIDGE TO BE

NOTICE TO BRIDGE INSPECTORS

SEWER MAIN

EXISTING 10" DIA.

WATER MAIN

EXISTING 12" DIA.

SCOPE OF WORK:

CLEAN AND PAINT ALL BEAM ENDS AT THE PIER.2.

REPAIR ALL BEAM ENDS AT THE PIER.1.

SCALE AS NOTED

0INMAGNETIC PARTICLE

0INULTRASONIC

QUANTITYUNITMETHOD

INSPECTION OF FIELD WELDS

BEAM ENDS AT THE PIER

REPAIR AND PAINT ALL

BEAM ENDS AT THE PIER

REPAIR AND PAINT ALL

EXISTING BEAM EL. 94.0 ±

APPROXIMATE BOTTOM OF

SPAN 2

85'-1"

SPAN 1

85'-1"

SPAN 2

85'-1"

SPAN 1

85'-1"

PARAPET

1'-3"

PARAPET

1'-11"

SIDEWALK

6'-0"

EL. 89.0

OHW

1'-3"

SIDEWALK

6'-0"

20'-5"

20'-5"

1'-11"

100-YR (DS)

EL. 91.0

O

O R

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115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/15/2025

SIGNATURE BLOCK: DRAWING TITLE:

S-03

EMERGENCY REPAIRS FOR BRIDGE NO. 04184

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\900_Submittals\Rehab\Models\SB_CP_XXXX_04184_FRM.dgn FILE NAME: JMoreno LASTED SAVED BY:

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DESIGNER/DRAFTER: CHECKED BY:

PLATFORM

TEMPORARY WORK

FRAMING PLAN

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

4 EQUAL SPACES = 84'-6"

4 EQUAL SPACES = 84'-6"

ABUT. 1�

PIER�

ABUT. 2�

EXP. BRG.� FIXED BRG.� FIXED BRG.�

(TYP.)

7"

6"

EXP. BRG.�

6"

0° (TYP.)

SKEW ANGLE

S

P A

C E

S

C15 X 33.9 (TYP.)

AND END DIAPHRAGMS

EXISTING INTERMEDIATE

OREGON ROAD�

PAINTING DETAILS.

DETAILS AND S-05 FOR

DWG. NO. S-04 FOR REPAIR

BEAM ENDS AT PIER. SEE

CLEAN, REPAIR, AND PAINT

BEARINGS� TO � BEARINGS� TO �

SCALE AS NOTED

SUGGESTED SEQUENCE OF CONSTRUCTION

B1

B2

B3

B4

B5

B6

B7

B1

B2

B3

B4

B5

B6

B7

WF36X230 (TYP.)

EXISTING GIRDER

7.

6.

5.

4.

3.

2.

1.

THE ITEM “CONSTRUCTION ACCESS”. SEE SPECIAL PROVISIONS.

PLATFORM FOR STEEL WEB REPAIRS AND PAINTING SHALL BE INCLUDED UNDER

COST FOR INSTALLATION AND REMOVAL OF THE TEMPORARY ACCESS

REMOVE WORK PLATFORM.

PAINT BEAM ENDS AS NOTED IN PLANS.

GRIND BEAM ENDS AND WELD REPAIR PLATE TO BEAM ENDS.

REMOVE PAINT AT BEAM ENDS.

TEMPORARY WORK PLATFORM AT BOTH SIDES OF THE PIER.

USE SNOOPER TRUCK TO ACCESS UNDERSIDE OF BRIDGE AND INSTALL

HOURS FOR ACCESS FROM ABOVE TO INSTALL TEMPORARY WORK PLATFORM.

CONTRACTOR TO CLOSE LANE NEXT TO SIDEWALK DURING ALLOWABLE

TEMPORARY WORK PLATFORM

NOT TO SCALE

1'-11"

SIDEWALK

6'-0" 1'-3"

OREGON ROAD�

(M A

X

"WATER MAIN

EXISTING 12" DIA.

SEWER MAIN

EXISTING 10" DIA.

CABLES (TYP.)

PLATFORM SUPPORT

DURING CONSTRUCTION

MAINTAIN MINIMUM 12'-0" LANES IN BOTH DIRECTIONS

DURING ALLOWABLE HOURS

LANE USED FOR CONSTRUCTION ACCESS

PLATFORM

TEMPORARY WORK

EXISTING GIRDER

BELOW

SEE NOTES

THE ENGINEER SHALL BE NOTIFIED IF 1'-0" CANNOT BE MAINTAINED

PLATFORM AT ALL TIMES.

MAINTAIN MINIMUM OF 1'-0" BETWEEN SEWER MAIN AND WORK

2.

1.

NOTES:

PBR GA

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/10/2025

SIGNATURE BLOCK: DRAWING TITLE:

S-04

EMERGENCY REPAIRS FOR BRIDGE NO. 04184

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\900_Submittals\Rehab\Models\SB_CP_XXXX_04184_REPAIRS.dgn FILE NAME: PBarbosa LASTED SAVED BY:

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BEAM END REPAIR DETAILS

TYPICAL BEAM PLAN AT PIER

3"=1'-0"SCALE:

A

SECTION

3"=1'-0"SCALE:

A

B

B

SECTION

3"=1'-0"SCALE:

(TYP.)

BOTTOM FLANGE

EXISTING GIRDER

BEARING PAD

EXISTING CONCRETE

(TYP.)PLATE

EXISTING CONNECTION

(TYP.)PLATE

CONNECTION " 8

EXISTING

(TYP.)PLATE

EXISTING CONNECTION

ANCHOR BOLT (TYP.)

" DIA.4

EXISTING 1

ANCHOR BOLT (TYP.)

" DIA.4

1EXISTING

" (TYP.)4

" X 15" X 2

PROPOSED REPAIR PLATE

BEARING PAD

EXISTING CONCRETE

TOP OF PIER CAP

BEARING PAD

EXISTING CONCRETE

TOP OF PIER CAP

CAP (TYP.)

EXISTING PIER

" (TYP.)4

" X 15" X 2

PROPOSED REPAIR PLATE

EXISTING SOLE PLATE (TYP.)

BEARING (TYP.)

EXISTING FIXED

OVER DETERIORATED WEB

PROPOSED REPAIR PLATEWELD

GIRDER WEB

EXISTING �

SPAN 1

FIXED BEARING �

GIRDER WEB

EXISTING �

FIXED BEARING� FIXED BEARING�

GIRDER WF36X30

EXISTING �

STRUCTURAL STEEL REPAIR NOTES:

CHAMFERING REPAIR PLATE.

ALL REPAIR PLATES SHALL BE PAID FOR UNDER THE ITEM "STRUCTURAL STEEL". COST TO INCLUDE GRINDING EXISTING GIRDER FILLET AND 7.

SIMPLE (SBR).

STRUCTURAL STEEL FABRICATORS SHALL BE CERTIFIED UNDER THE AISC CERTIFICATION PROGRAM CATEGORY BRIDGE FABRICATOR 6.

BEFORE PROCEEDING TO THE NEXT PASS OR LAYER, AS DETERMINED BY THE ENGINEER.

MULTIPLE PASS WELDS, INSPECTED BY THE MAGNETIC PARTICLE METHOD SHALL HAVE EACH PASS OR LAYER INSPECTED AND ACCEPTED 5.

DOCUMENTS.

FIELD WELDS SHALL BE IN ACCORDANCE WITH D1.5 AND ANY ADDITIONAL REQUIREMENTS SPECIFICALLY INDICATED IN THE CONTRACT WELDING CODE, UNLESS OTHERWISE NOTED ON THE PLANS. THE FREQUENCY, QUANTITY, AND TYPE OF NON-DESTRUCTIVE TESTING OF WELDING, WELDING PROCEDURES, WELDING INSPECTION, AND TESTING METHODS SHALL MEET THE ANSI/AASHTO/AWS D1.5 - BRIDGE 4.

STRUCTURAL STEEL (LOW ALLOY) FOR REPAIR PLATES SHALL CONFORM TO AASHTO M270, GRADE 50T2.3.

THE NEW REPAIR PLATE SHALL BE WELDED TO THE CLEANED STEEL.2.

PAINTING OF EXISTING STEEL" FOR MORE INFORMATION.

ON THESE PLANS, SPECIFICATIONS, OR AS ORDERED BY THE ENGINEER. SEE SPECIAL PROVISION "LOCALIZED PAINT REMOVAL AND FIELD PRIOR TO STARTING ANY OF THE STEEL REPAIR WORK, THE DETERIORATED AREAS SHALL BE CLEANED ACCORDING TO THE LIMITS SHOWN 1.

SCALE AS NOTED

STEEL (TYP.)

DETERIORATED

OUTLINE OF

APPROXIMATE

"16

(TYP.)

(TYP.)

(TYP.)

"16

(TYP.)

"16

(TYP.)

THE REPAIR PLATE (TYP.)

PLATE AS NEEDED PRIOR TO WELDING

LEVEL SURFACE AND CHAMFER REPAIR

GRIND WEB/FLANGE FILLET TO CREATE A

SPAN 2

FIXED BEARING �

PIER�

PIER�

PBR GA

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/10/2025

SIGNATURE BLOCK: DRAWING TITLE:

S-05

EMERGENCY REPAIRS FOR BRIDGE NO. 04184

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\900_Submittals\Rehab\Models\SB_CP_XXXX_04184_PAINT.dgn FILE NAME: PBarbosa LASTED SAVED BY:

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PAINTING DETAILS

SCALE AS NOTED

TYPICAL BEAM END ELEVATION

NOT TO SCALE

W E

B D

E P

T H

WF36X230

EXISTING BEAM

CONNECTION PLATE

EXISTING

BEARING PAD

FACE OF CONCRETE

BRG. �

PAINTING NOTES:

PLATES SHALL NOT BE PAINTED.

BEARINGS, ANCHOR BOLTS, BOTTOM FLANGES, DIAPHRAGMS, AND CONNECTION 4.

"DISPOSAL OF LEAD DEBRIS".

THE DISPOSAL OF DEBRIS SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISION 3.

REMOVAL AND FIELD PAINTING OF EXISTING STEEL".

BY THE ENGINEER IN ACCORDANCE WITH THE SPECIAL PROVISION "LOCALIZED PAINT

THE CONTAINMENT SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR AND REVIEWED 2.

THE ITEM "STRUCTURAL STEEL".

FURNISHING AND WELDING REPAIR PLATES TO GIRDER BEAM ENDS SHALL BE PAID UNDER 1.

A

SECTION

NOT TO SCALE

TOP FLANGE

WF36X230

EXISTING BEAM

PLATE (TYP.)

EXISTING CONNECTION

WF36X230

EXISTING BEAM

B

SECTION

NOT TO SCALE

A

B

LIMITS OF PAINTING

1'-6"

BOTTOM FLANGE

DIAPHRAGM C15X33.9

EXISTING CHANNEL

PAINTING

LIMITS OF

PAINTING

LIMITS OF

PAINTING

LIMITS OF