0124-0165 - 04 Structures.pdf

RETAINING WALL 101 - PLAN, ELEVATION & DETAILS

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ABUTMENT NO. 1 - PLAN & ELEVATION

STRUCTURAL INDEX PLAN

ABUTMENT NO. 2 & WINGWALL 2A - PLAN & ELEVATION

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SLR INTERNATIONAL CORP

DESIGNED BY:

NUMBER

DRAWING

NUMBER

DRAWING

INDEX OF DRAWINGS

DRAWING TITLE DRAWING TITLE

STR-02 STRUCTURAL TEST PIT & BORING LOGS

ABUTMENT & WINGWALL DETAILS - 1

STR-09

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BRIDGE NO. 01585 PLAN & ELEVATION

BRIDGE NO. 01585 TYPICAL SECTIONS

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UTILITY SUPPORT DETAILS - 3

BEARING DETAILS - 1

VERTICAL SHAPE PARAPET AT SIDEWALK DETAILS - 1

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ASPHALTIC PLUG EXPANSION JOINT DETAILS

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METAL BRIDGE RAIL HANDRAIL DETAILS

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BRIDGE STAGED CONSTRUCTION PLAN & SECTIONS - 1

CONCRETE DECK REPAIR DETAILS

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ABUTMENT & WINGWALL DETAILS - 2

DECK PLAN

FRAMING PLAN

UTILITY SUPPORT DETAILS - 1

UTILITY SUPPORT DETAILS - 2

BEARING DETAILS - 2

VERTICAL SHAPE PARAPET AT SIDEWALK DETAILS - 2

VERTICAL SHAPE PARAPET AT SIDEWALK DETAILS - 3

BRIDGE STAGED CONSTRUCTION PLAN & SECTIONS - 2

BRIDGE STAGED CONSTRUCTION PLAN & SECTIONS - 3

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PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

INX-04

TOWN(S):

SEYMOURSPOT IMPROVEMENTS ON RIVER STREET (ROUTE 313)

PLOTTED DATE:

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0124-0165

DESIGNER/DRAFTER: CHECKED BY:

INDEX OF DRAWINGS

STRUCTURAL DESIGN

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

BRIDGE STAGED CONSTRUCTION PLAN & SECTIONS - 4STR-26

04 - STRUCTURE DESIGN

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DESIGNER/DRAFTER: L. BUCHELI CHECKED BY: S.PLUDE

STRUCTURAL INDEX PLAN

TRANSPORTATION

CENTERLINE ROUTE 313

(SEE STR-03)

RETAINING WALL 101

(SEE STR-04 TO STR-25)

BRIDGE NO. 01585

RIVER ST

REET

(ROUTE 31

3)

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B-11

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NAUGATUCK RIVER

1" = 20'

HORIZONTAL SCALE

20 40

LEGEND

TEST PIT

TEST BORING

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PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

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SIGNATURE BLOCK: DRAWING TITLE:

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DESIGNER/DRAFTER: L. BUCHELI CHECKED BY: S. PLUDE

BORING LOGS

STRUCTURAL TEST PIT &

TRANSPORTATION

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RETAINING WALL 101 - SECTION

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

1.5%

STRUCTURE UNDERDRAIN DETAIL

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

NOTES:

1. 6" UNDERDRAIN BEHIND THE WALL SHALL BE PAID UNDER THE

ITEM "EMBANKMENT WALL (SITE NO. 1)".

2. UNDERDRAIN FROM END OF WALL TO CATCH BASIN SHALL BE

PAID UNDER THE ITEM "6" OUTLET FOR UNDERDRAIN".

(REFER TO "RETAINING WALL 101 - PLAN" IN THIS SHEET FOR

UNDERDRAIN OUTLET)

37+00

38+00

BIT

WALK

RETAINING WALL 101 - PLAN

SCALE: 1" = 5'

COORDINATE GRID

A

910250.32'705012.81'3

910250.03'704967.83'2

910250.42'704955.83'1

EASTINGNORTHINGWP#

TABLE OF COORDINATES

TP-12

80 80

90 90

RETAINING WALL 101 - ELEVATION

SCALE: 1" = 5'

P .O

.T

RETAINING WALL 101 NOTES

LUMP SUM PRICE.

THIS LIMIT SHALL ALSO BE INCLUDED IN THE

ANY ADDITIONAL PERVIOUS STRUCTURE BACKFILL REQUIRED OUTSIDE 6.

THE COLOR OF THE DRY CAST BLOCK SHALL BE GREY.5.

FOR EACH SPECIFIC SITE.

DESIGNER SHALL MODIFY EACH SECTION

DETAILS SHOWN ON THIS SHEET ARE NOT SPECIFIC. THE CONTRACTOR'S 4.

1). THE TYPE OF GEOTEXTILE SHALL BE SEPARATION - CLASS 2.

INCLUDED IN THE ITEM NO. 0601490.01A EMBANKMENT WALL (SITE NO.

THE COST OF THE GRANULAR FILL AND GEOTEXTILE SHALL ALSO BE 3.

(SITE NO. 1)."

THE LUMP SUM COST FOR ITEM NO. 0601490.01A "EMBANKMENT WALL

BRACING ASSOCIATED WITH THE SHEET PILING SHALL BE INCLUDED IN

TEMPORARY EARTH RETAINING SYSTEM AND ANY TIEBACKS AND 2.

(603) 883-3042

AMHERST, NH 03031

5 NORTHERN BOULEVARD, UNIT 15

PRODUCT: VERSA-LOCK RETAINING WALL (BRONCO)

C) VERSA-LOCK OF NEW ENGLAND

(203) 268-8688

MONROE, CT 06468

555 FAN HILL ROAD

PRODUCT: RECON RETAINING WALL

B) CONNECTICUT PRECAST CORP.

(860) 798-6805

PLAINVILLE, CT 06062

68A SOUTH CANAL STREET

-COBBLESTONE FACE MOLD

PRODUCT: REDI-ROCK RETAINING WALL

A) REDI-ROCK WALLS - CT DIVISION

WITH THE SPECIAL PROVISION "EMBANKMENT WALL (SITE NO. 1)".

ONE OF THE FOLLOWING WALL OPTIONS IN ACCORDANCE

THE CONTRACTOR SHALL SELECT, DESIGN, DETAIL AND CONSTRUCT 1.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

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DESIGNER/DRAFTER: CHECKED BY: DETAILS

PLAN, ELEVATION, &

RETAINING WALL 101 -

TRANSPORTATION

(SEE DETAIL ON THIS SHEET)

6" STRUCTURE UNDERDRAIN

(SEPARATION - CLASS 2)

WRAPPED WITH GEOTEXTILE

COMPACTED GRANULAR FILL

BACKFILL

PERVIOUS STRUCTURE

FOR SWALE DIMENSIONS

REFER TO "SUBSET 03 - HIGHWAY"

RETAINING WALL 101

AT SIDEWALK

FINISHED GRADE

THE BASE OF THE WALL

SHOWN ON PLAN VIEW APPLY AT

DIMENSIONS AND WORKING POINTS

(SEE WALL ELEVATION)

VARIES

(UNREINFORCED)

CONCRETE LEVELING PAD

1.5

2'-0"

2'-0"

SYSTEM, IF REQUIRED

TEMPORARY EARTH RETAINING

LUMP SUM PAY LIMIT FOR EMBANKMENT WALL

CRUSHED STONE

6" PERFORATED PVC DRAIN PIPE

NON-WOVEN FILTER FABRIC

BACK OF STRUCTURE

1'-6"

6"

5'-6"

1:12

EXISTING GRADE

(M

IN

FACE AT BASE OF WALL)

(MEASURED ALONG FRONT

RETAINING WALL 101

STA. 36+98

WP #1

STA. 37+53

WP #3

WP # 2

CONCRETE RETAINING WALL

MATCH EXISTING

RIVER STREET (ROUTE 313)

6" STRUCTURE UNDERDRAIN (L = 46')

6" OUTLET FOR UNDERDRAIN

12'-0" = 4.5°Δ

R = 574'-2" L = 45'-0"

INV. 83.62

6" OUTLET FOR UNDERDRAIN

HIGHWAY FOR DETAIL)

(REFER TO SUBSET 03 -

GRASS-LINED SWALE

GRADE @ BACK OF WALL

TOP OF WALL & PROPOSED

(FINISHED GRADE AT FRONT OF WALL)

TOP OF SIDEWALK

45'-0"12'-0"

57'-0"

FRONT OF WALL

EXISTING GRADE AT

EL. 86.84

EL. 87.77

21'-0"

EL. 87.77

BOTTOM OF WALL

EL. 84.00

EL. 84.00

1% SLOPE

6" STRUCTURE UNDERDRAIN

RETAINING WALL

CONCRETE

MATCH EXISTING

INV. 84.65

(CAP END)

6" STRUCTURE UNDERDRAIN (SEE PLAN VIEW FOR OUTLET INVERT)

INV. 84.10

6" OUTLET FOR UNDERDRAIN

END 6" STRUCTURE UNDERDRAIN & BEGIN

EL. 86.00

EL. 86.24

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N31°06'05.1"E

BRIDGE PLAN

SCALE: 1" = 10'-0"

UPSTREAM ELEVATION

SCALE: 1" = 10'

FEMA 100-YR STORM

EL. ± 85.1

ORDINARY HIGH WATER

EL. ± 76.51

: E.J. - EXPANSION JOINTNOTE

STRUCTURE SHEET REFERENCECOMPONENT OR DETAIL

OF BRIDGE SAFETY AND EVALUATION.

FOR BRIDGE INSPECTION, UNLESS OTHERWISE DIRECTED BY THE MANAGER

STRUCTURE SHALL BE IN ACCORDANCE WITH THE GOVERNING MANUALS

COMPONENTS AND DETAILS. THE FREQUENCY OF INSPECTION OF THIS

ATTENTION MUST BE GIVEN TO INSPECTING THE FOLLOWING SPECIAL

INDICATED IN THE GOVERNING MANUALS FOR BRIDGE INSPECTION.

INSPECTED FOR, BUT NOT LIMITED TO, ALL APPROPRIATE COMPONENTS

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

NOTICE TO BRIDGE INSPECTORS

LEGEND

FEMA 100-YR FLOOD (CALCULATED)

ORDINARY HIGH WATER

FEMA FLOODWAY

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BRIDGE IDENTIFICATION PLACARDS NOTES:

ALUMINUM (TYPE IX RETROREFLECTIVE SHEETING).

PLACARDS SHALL BE PAID FOR UNDER THE ITEM #1208931A - SIGN FACE - SHEET

ALL COSTS ASSOCIATED WITH PROVIDING AND INSTALLING THE BRIDGE IDENTIFICATION

METHOD FOR THE SIGN SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.

SHEETING. EACH SIGN SHALL READ: 01585. THE FINAL LOCATION AND ATTACHMENT

SIGNS SHALL BE 4"x12" WITH 3" WHITE REFLECTIVE BLOCK LETTERS ON GREEN REFLECTIVE

PLANS. THE SIGNS SHALL BE FABRICATED WITH 40 GAUGE ALUMINUM SHEET METAL. THE

AT THE LEADING END OF EACH BRIDGE PARAPET/WINGWALL AS INDICATED ON THE

THE CONTRACTOR SHALL PROVIDE AND INSTALL NEW BRIDGE IDENTIFICATION PLACARD

01585

12"

4"

BRIDGE IDENTIFICATION PLACARD

NOT TO SCALE

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

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& ELEVATION

BRIDGE NO. 01585 PLAN

TRANSPORTATION

84.9 FEETDOWNSTREAM DESIGN WATER SURFACE ELEV. (FT)

85.1 FEETUPSTREAM DESIGN WATER SURFACE ELEV. (FT)

54 CFSAVG. DAILY FLOW ELEV. (FT)

2,865 CFSDESIGN DISCHARGE

100-YEARDESIGN FREQENCY

15.5 SQUARE MILESDRAINAGE AREA

HYDRAULIC DATA

ATTACHMENT

THRIE-BEAM

(SEE ROADWAY PLAN)

R-B END ANCHORAGE - TYPE II

� ROUTE 313

� BRIDGE RECONSTRUCTION

E 910343.848 N 705276.170

OFFSET 5.173 L

STATION 40+30

WINGWALL 1A

(SEE DETAILS ON SHEETS STR-07 & STR-08)

(MOMENT SLAB NOT SHOWN FOR CLARITY)

WINGWALL 2A RECONSTRUCTION

ATTACHMENT

THRIE-BEAM

(SEE ROADWAY PLAN)

R-B END ANCHORAGE - TYPE II

E 910395.504 N 705361.796

OFFSET 5.296 L

STATION 41+29.9

EXPANSION JOINT (TYP.)

ASPHALTIC PLUG

ABUTMENT NO. 2

RECONSTRUCTION

LIMIT OF BRIDGE DECK

ABUTMENT NO. 1

RAIL (HANDRAIL)

METAL BRIDGE

52' ±

B

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IN

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EXISTING FOOTING

APPROXIMATE LIMIT OF

(SEE SANITARY SEWER RELOCATION PLANS)

SANITARY SEWER RELOCATION

(SEE WATER MAIN RELOCATION PLANS)

REMOVE AND RELOCATE WATER MAIN

B-11

FOR ADDITIONAL INFORMATION)

(SEE SUBSET 07 UTILITY - AWC

WATERMAIN RELOCATION

PLACARD

BRIDGE IDENTIFICATION

BRIDGE IDENTIFICATION PLACARD

CTDOT BOUNDARY MARKER (SURVEY MONUMENT)

SEE RIPRAP DETAIL ON SHEET STR-09

EASEMENT

CONSTRUCTION

30.3° 30.3°

SEDIMENTATION CONTROL SYSTEM (TYP.)

(SEE DETAILS ON SHEETS STR-07 & STR-08)

12" RCP THROUGH WINGWALL

TEMPORARY UTILITY POLE (BY OTHERS)

WINGWALL 1B

WINGWALL 2B

ABUTMENT NO. 2

FACE OF EXISTING

ABUTMENT NO. 1

FACE OF EXISTING

EXISTING GRADE

AT SIDEWALK

FINISHED GRADE

PARAPET

THRIE-BEAM ATTACHMENT

WINGWALL 2A

(APPROXIMATE)

EXISTING CHANNEL GRADE

ATTACHMENT

THRIE-BEAM

HANDRAIL

METAL BRIDGE RAIL

CANTILEVER WINGWALL SECTION

CHEEKWALL CHEEKWALL

E.J.

E.J.

WINGWALL 1A

EL. 81.29'

LOW CHORD

EL. 82.98' LOW CHORD

EL. 81.87'

INV. = 84.10'

12" RCP

SIDEWALK BEHIND PARAPET

FINISHED GRADE AT

PRECAST CONCRETE BEAM

EL. 79.8±

DEBRIS SHIELD

TOP OF MOMENT SLAB

TOP OF WALL

RECONSTRUCTION

EL. 86.15'

SLAB COPING

BOTTOM MOMENT

ANGLE POINTFOR CLARITY)

NOT SHOWN

(STANDARD RIPRAP

FRONT OF WALL

FINISHED GRADE AT

80.45'EL.

86.15'EL.

80.25'EL.

WHITEGREENN/AN/A

22.0' ± L

STA. 40+55 ±,

0158512"X4"N/A

WHITEGREENN/AN/A

30.0' ± R

STA. 39+82 ±,

0158512"X4"N/A

COLOR

LEGEND

COLOR

BACKGROUND

POSTS

THICKNESS

ALUMINUM

LOCATIONLEGENDSIZE

SIGN NO.

CTDOT

SCHEDULE OF SIGNS

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PROPOSED BRIDGE SECTION

BRIDGE NO. 01585 (ROUTE 313) WIDENING & SIDEWALK EXTENSION

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

1.5% B A

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EXISTING BRIDGE SECTION

BRIDGE NO. 01585 (ROUTE 313) WIDENING & SIDEWALK EXTENSION

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

B A

S E

L

IN

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ID

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THE PORTION OF THE BRIDGE WIDENED IN 2000 HAS A 9.5-INCH STRUCTURAL DECK.7.

CONCRETE WEARING SURFACE

PORTION OF BRIDGE CONSTRUCTED IN 1936 HAS A 7-1/2" THICK STRUCTURAL DECK WITH A 2" INTEGRAL 6.

FOR INFORMATION ON HOW THIS WORK SHALL BE PAID REFER TO SUBSET 06 - UTILITY - SANITARY SEWER.

BE COORDINATED WITH TOWN OF SEYMOUR WPCA.

SANITARY SEWER RELOCATION TO BE PERFORMED BY THE CONTRACTOR WITH TEMPORARY BYPASS. WORK TO 5.

SUPERSTRUCTURE". FOR MORE INFORMATION REFER TO SUBSET 07 - UTILITY - AWC

WITH AQUARION. WATER MAIN REMOVAL SHALL BE INCLUDED IN THE COST OF THE ITEM "REMOVAL OF

WATER MAIN TO BE ISOLATED, REMOVED AND RELOCATED BY THE CONTRACTOR. WORK TO BE COORDINATED 4.

SUPERSTRUCTURE".

PART OF THIS WORK. REMOVAL OF THE GAS MAIN SHALL BE INCLUDED UNDER THE ITEM "REMOVAL OF

THE EXISTING GAS MAIN MOUNTED TO THE BRIDGE FASCIA IS ABANDONED AND SHALL BE REMOVED AS A 3.

PROVIDE THE TOP OF DECK ELEVATIONS TO THE ENGINEER FOR REVIEW.

CONTRACTOR SHALL VERIFY THE EXISTING TOP OF DECK AND EXISITNG LOW CHORD ELEVATIONS AND

LONGITUDINAL SLOPE OF THE BRIDGE. FOLLOWING REMOVAL OF THE EXISTING WEARING SURFACE, THE

CURB REVEAL MEASUREMENTS ON EXISTING BRIDGE SUGGEST SOME VARIABILITY IN THE CROSS SLOPE AND 2.

- ALONG WESTERN GUTTER LINE, PAVEMENT THICKNESS INCREASES TO APPROXIMATELY 6" NEAR MIDSPAN.

- SOUTHWEST CORNER = 4.5 INCHES ±

- NORTHWEST CORNER = 3.5 INCHES ±

- SOUTHEAST CORNER = 2.625 INCHES ±

- NORTHEAST CORNER = 3.5 INCHES ±

EXISTING PAVEMENT THICKNESS VARIES.1.

TYPICAL SECTION NOTES:

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

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TYPICAL SECTIONS

BRIDGE NO. 01585

TRANSPORTATION

THE NEW CONCRETE PARAPET MEETS TL-3 CRITERIA FOR MASH 2016.MASH TEST LEVEL:

• TOWN OF SEYMOUR - SANITARY SEWER

• GONETSPEED

• FRONTIER COMMUNICATIONS OF CONNECTICUT

• EVERSOURCE ENERGY - GAS DISTRIBUTION

• EVERSOURCE ENERGY - ELECTRIC DISTRIBUTION

• CROWN CASTLE FIBER, LLC

• COMCAST OF CONNECTICUT, INC.

• AQUARION WATER COMPANY OF CONNECTICUT

PROTECTED DURING CONSTRUCTION:

THE FOLLOWING UTILITIES ARE LOCATED WITHIN THE PROJECT LIMITS AND SHALL BEUTILITIES:

MEASUREMENTS ARE SUBMITTED, 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 OF FIELD GENERAL REFERENCE ONLY. THE CONTRACTOR SHALL TAKE ALL FIELD MEASUREMENTS NECESSARY TO ASSURE PROPER FIT OF ON THE PLANS ARE FOR GENERAL REFERENCE ONLY. THEY HAVE BEEN TAKEN FROM THE FIELD MEASUREMENTS AND ARE FOR

DIMENSIONS OF THE EXISTING STRUCTURE SHOWNEXISTING DIMENSIONS AND ELEVATIONS:

OMITTED DIGITS SHALL BE ASSUMED TO BE ZEROS.

WHEN DECIMALS ARE GIVEN TO LESS THAN THREE DECIMAL PLACES, THE DIMENSIONS:

SECOND SHALL BE 2" PMA S0.5 (LEVEL 3).

THIS SHALL CONSIST OF TWO LIFTS. THE FIRST SHALL BE 1" MIN. HMA S0.25 (LEVEL 2) AND THE BITUMINOUS CONCRETE OVERLAY:

WELDING CODE, UNLESS OTHERWISE NOTED ON THE PLANS.

WELDING DETAILS, PROCEDURES AND TESTING METHODS SHALL CONFORM TO THE ANSI/AASHTO/AWS D1.5 BRIDGE WELDING:

NONEFUTURE PAVING ALLOWANCE:

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

Fy = 50,000 PSIAASHTO M270, GRADE 50

STRUCTURAL STEEL:

fy = 60,000 PSIASTM A615 GRADE 60

REINFORCEMENT:

M.03 - PORTLAND CEMENT CONCRETE; AND M.14 - PREFABRICATED CONCRETE MEMBERS.

SHALL CONFORM TO THE REQUIREMENTS OF SECTION 6.01 - CONCRETE FOR STRUCTURES;

ABOVE. THE COMPRESSIVE STRENGTH OF THE CONCRETE IN THE CONSTRUCTED COMPONENTS

THE CONCRETE STRENGTH USED IN DESIGN (f'c) OF THE CONCRETE COMPONENTS IS NOTED f'c = 6,000 PSICLASS PRC 06062 f'c = 5,000 PSICLASS PCC05581 f'c = 4,000 PSICLASS PCC04462 f'c = 4,000 PSICLASS PCC04460 f'c = 3,000 PSICLASS PCC03340

CONCRETE:

MATERIAL STRENGTHS:

CONNECTICUT DEPARTMENT OF TRANSPORTATION BRIDGE AND ROADWAY STRUCTURES DESIGN MANUAL (RELEASE 1.1).

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 10TH EDITION (2024), AS SUPPLEMENTED BY THE DESIGN SPECIFICATIONS:

JULY 2025, AND SPECIAL PROVISIONS.

CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 819 (2024), SUPPLEMENTAL SPECIFICATIONS DATED SPECIFICATIONS:

WITHOUT PRIOR APPROVAL OF THE ENGINEER.

CONSTRUCTION JOINTS, OTHER THAN THOSE SHOWN ON THE PLANS, WILL NOT BE PERMITTED CONSTRUCTION JOINTS:10.

"1/2" CLOSED CELL ELASTOMER" AND "1" CLOSED CELL ELASTOMER" RESPECTIVELY.

: FURNISHING AND INSTALLING CLOSED CELL ELASTOMER SHALL BE INCLUDED IN THE ITEMS CLOSED CELL ELASTOMER9.

IS PAID AS "1/2" PREFORMED EXPANSION JOINT FILLER FOR BRIDGES."

THE COST OF FURNISHING AND INSTALLING PREFORMED EXPANSION JOINT FILLER PREFORMED EXPANSION JOINT FILLER:8.

GALVANIZED."

FURNISHING AND PLACING THIS REINFORCEMENT SHALL BE INCLUDED IN THE ITEM "DEFORMED STEEL BARS - REINFORCEMENT SHALL CONFORM TO ASTM A767, CLASS 1, INCLUDING SUPPLEMENTAL REQUIREMENTS. THE COST OF

ALL REINFORCEMENT SHALL BE GALVANIZED AFTER FABRICATION UNLESS NOTED OTHERWISE. ALL REINFORCEMENT:7.

DIMENSIONED OTHERWISE.

ALL REINFORCEMENT SHALL HAVE TWO INCHES COVER UNLESS CONCRETE COVER:6.

DIMENSIONED OTHERWISE.

EXPOSED EDGES OF CONCRETE SHALL BE BEVELED 1"X1" UNLESS EXPOSED EDGES:5.

THE FOLLOWING PAY ITEMS AND CONCRETE CLASSES ARE REQUIRED FOR PRECAST STRUCTURAL COMPONENTS:4.

THE FOLLOWING PAY ITEMS AND CONCRETE CLASSES ARE REQUIRED FOR CAST-IN-PLACE BRIDGE COMPONENTS:3.

CONTRACTOR'S TEST RESULTS SHOW THAT THE CONCRETE HAS REACHED A STRENGTH OF f'c=4,000 PSI.

REACHED A STRENGTH OF f'c=3,500 PSI. LIVE LOADS (TRAFFIC) WILL BE PERMITTED ON THE STRUCTURE AFTER THE WHEN DIRECTED BY THE ENGINEER BUT ONLY WHEN THE CONTRACTOR'S TEST RESULTS SHOW THAT THE CONCRETE HAS PLACING AND SETTING OF THE CONCRETE DECK SLAB. CONSTRUCTION LOADS AND DEAD LOADS WILL BE PERMITTED

: NO TEMPORARY INTERMEDIATE SUPPORTS SHALL BE USED PRIOR TO AND DURING THE COMPOSITE CONSTRUCTION2.

THE USE OF STAY-IN PLACE FORMS ON THIS STRUCTURE IS NOT ALLOWED. STAY-IN-PLACE FORMS:1.

GENERAL NOTES

CONCRETE NOTES

PCC04462THICKENED SIDEWALK OVER MOMENT SLABPCC04462

PCC04462BRIDGE PARAPET AND PARAPET AT MOMENT SLABPARAPET CONCRETE

PCC04462BRIDGE SIDEWALKBRIDGE SIDEWALK CONCRETE

PCC04462BRIDGE DECK, INTERMEDIATE AND END DIAPHRAGMSBRIDGE DECK CONCRETE

PCC04460WINGWALL RECONSTRUCTION, MOMENT SLABBARRIER WALL CONCRETE

PCC03340ABUTMENT RECONSTRUCTION, CHEEKWALLSABUTMENT AND WALL CONCRETE

PCC CLASSBRIDGE COMPONENTSITEM

PRC06062PRESTRESSED CONCRETE BEAMPRESTRESSED CONCRETE BEAM

PCC CLASSBRIDGE COMPONENTSITEM

ON BRIDGE."

BRIDGE (WATER MAIN)." FOR THE SEWER MAIN ANCHORS, THIS WORK SHALL BE INCLUDED IN THE ITEM "DUCTILE IRON PIPE SUPPORTED ANCHORS (HOST)." FOR THE WATER MAIN ANCHORS, THIS WORK SHALL BE INCLUDED IN THE ITEM "8" DUCTILE IRON PIPE INSTALLED ON RECONSTRUCTION WORK. FOR THE BRIDGE DIAPHRAGMS, THIS WORK SHALL BE PAID UNDER THE ITEM "DRILLING HOLES AND BONDING THE ANCHORS SHALL BE PAID FOR UNDER THE ITEM "DRILLING HOLES AND BONDING ANCHORS" FOR THE ABUTMENT AND WINGWALL THE WORK TO FURNISH THE ANCHORS AND ADHESIVE BONDING MATERIAL, DRILL HOLES, INSTALL ANCHORS, AND INSPECT AND TEST 6.

UNLESS OTHERWISE SPECIFIED, THE ENGINEER SHALL RANDOMLY SELECT THE ANCHORS TO BE TESTED.

TESTED TO THE TABULATED PROOF LOAD:

BONDED ANCHOR STRENGTH. THE FOLLOWING TABLE DETAILS THE MINIMUM NUMBER OF ANCHORS AT EACH LOCATION TO BE FIELD ANCHORS SHALL BE FIELD TESTED UNDER A PROOF TEST LOAD TO VERIFY THE INSTALLATION PROCEDURES AND INSTALLED ADHESIVE 5.

COVER. THE USE OF CORE DRILLING THROUGH EXISTING REINFORCEMENT IS NOT PERMITED.

WHEN DRILLING HOLES, IF EXISTING REINFORCEMENT IS ENCOUNTERED, RELOCATE THE HOLE MAINTAINING REQUIRED CONCRETE 4.

CATEGORY 2. THE ADHESIVE BONDING MATERIAL SHALL BE SUITABLE FOR ANCHORS INSTALLED IN CORE DRILLED HOLES.

CRACKED CONCRETE AT TEMPERATURE RANGE A. THE ANCHOR CATEGORY OF THE ADHESIVE BONDING MATERIAL SHALL BE AT LEAST THE ADHESIVE BONDING MATERIAL SHALL HAVE A MINIMUM CHARACTERISTIC BOND STRESS OF 1.00 KSI OR GREATER IN DRY, 3.

GRADE 60 AND BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A767, CLASS 1, INCLUDING SUPPLEMENTAL REQUIREMENTS.

THE ANCHORS FOR THE ABUTMENT AND WINGWALL MODIFICATIONS AND BRIDGE DIAPHRAGMS SHALL CONFORM TO ASTM A615, GRADE 55 AND BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A307.

THE ANCHORS FOR THE UTILITY SUPPORTS SHALL BE FULLY THREADED RODS CONFORMING TO THE REQUIREMENTS OF ASTMF1554, 2.

6 KSI- PROPOSED BRIDGE BEAMS

3 KSI- EXISTING ABUTMENT/RETAINING WALLS:

4 KSI- EXISTING BRIDGE BEAMS:

THE COMPRESSIVE STRENGTH OF THE EXISTING CONCRETE FOR THE DESIGN OF ADHESIVE BONDED ANCHORS IS AS FOLLOWS:1.

ADHESIVE BONDED ANCHOR NOTES

14.723/4" DIA. ANCHORS, 8" MIN. EMBEDMENTWATER MAIN SUPPORT BRACKETS

20.327/8" DIA. ANCHORS, 9" MIN. EMBEDMENTSEWER MAIN SUPPORT BRACKETS

6.36#6 BAR, 6" MIN. EMBEDMENTCONCRETE BRIDGE DIAPHRAGMS

10.94#5 BAR, 18" EMBEDMENTWINGWALL RECONSTRUCTIONS

9.14#5 BARS, 15" EMBEDMENTABUTMENT SEAT RECONSTRUCTION

(KIPS)

PROOF TEST LOAD

ANCHORS TO BE TESTED

MIN. NUMBER OF

ANCHOR SIZE AND TYPE

LOCATION AND DESCRIPTION

1'-3" 4'-6"

±5'-4"±6'-11"±6'-11"±6'-11"

PARAPET AND SIDEWALK

PROPOSED VERTICAL SHAPE

ON 1" MIN. HMA S0.25 ( TRAFFIC LEVEL 2)

2" PMA S0.5 (TRAFFIC LEVEL 3)

1'-3"

VARIES

"417'-10

(SEE DETAILS ON SHEET STR-13)

24" DIA. SEWER MAIN

RELOCATED

±3'-9"±5'-0"

BEAM #1A BEAM #1B BEAM #2 BEAM #3 BEAM #4 BEAM #5 BEAM #6 BEAM #7

"4114'-1

EL. ±85.1

FEMA 100-YR STORM

VARIES

COLD LIQUID ELASTOMERIC

MEMBRANE WATERPROOFING -

5'-6" 5'-6"

"8348'-11

29'-7"

"413'-1

RELOCATION PLANS)

WATER MAIN (SEE WATER MAIN

RELOCATED 8" DIA. INSULATED

0.5%

(SEE SHEET STR-20)

(HANDRAIL)

METAL BRIDGE RAIL

R

E V

E A

L

±4'-0" ±1'-3"

±5'-4"±6'-11"±6'-11"±6'-11"

SUPERSTRUCTURE

LIMIT OF REMOVAL OF

SEWER MAIN

EXISTING 24"

(SEE NOTE 4)

EXISTING 8" DIA. WATERMAIN EXISTING CONCRETE BEAM (TYP.)

±6'-11"±3'-7"

"21±2'-7

9'-3" "2124'-5VARIES

1'-3"

±5'-0" ±3'-9"

±"213'-

MAIN (SEE NOTE 2)

EXISTING 2" GAS

EL. ±85.1

FEMA 100-YR STORM

VARIES (SEE NOTE 2)

±45'-4"

SEE NOTE 6 SEE NOTE 7

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ABUTMENT NO. 1 - ELEVATION

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

A D

COORDI

NATE

GRI

D

BEAM #1A

BEARING

BEAM #1B

BEARING

10"

"4110'-1

EXISTING WINGWALL

MATCH EXISTING

TOP OF BACKWALL

IN FRONT OF ABUTMENT

APPROXIMATE EXISTING GRADE

SEAT

EXISTING BRIDGE

2'-9" 5'-6"

1'-1/4" CHEEKWALL

(SEE WATERMAIN RELOCATION PLANS)

STEEL SLEEVE IN DIAPHRAGM FOR WATERMAIN

EL. 80.25'

EL. 87.05'

EL. 85.56'

EL. 85.42'

EL. 82.39'

EL. 82.21'

EL. 81.59'

EL. 81.75'

EL. 80.25'

ABUTMENT NO. 1 - PLAN

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

ABU

TM

EN

T N

O.

EL

EV

ATIO

N

VIE

W

40+

C

STR-08B

STR-08

A

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DESIGNER/DRAFTER: L. BUCHELI CHECKED BY: S.PLUDE

& ELEVATION

ABUTMENT NO. 1 - PLAN

TRANSPORTATION

"2

1'-1

EXISTING ABUTMENT

EXISTING BACKWALL

WINGWALL

FRONT FACE OF EXISTING

� ROUTE 313

� BRIDGE CONSTRUCTION

" C

HEE

KW

ALL

1'-

FOOTING

EDGE OF EXISTING

EXISTING BATTER

BOTTOM OF

FILLER FOR BRIDGES

" EXPANSION JOINT2

"41

1'-

5'- 6"

2'- 9"

"4110'-

4'-9"

BE

AM

#1

A

BE

AM

#1

B

±2 '-6 1/

2 "

5"

E 910357.36' N 705298.57'

STA. 100+26.16

BEARING�

ABUTMENT NO. 1

100+

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ABUTMENT NO. 2 - PLAN

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

ABUTM

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A

STR-08

B

STR-08

ABUTMENT NO. 2 - ELEVATION

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

WINGWALL 2A - ELEVATION

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

NOTE:

1. HANDRAIL NOT SHOWN FOR CLARITY.

2. DIMENSIONS SHOWN TO CENTER OF 1/2" EXPANSION JOINT.

F

STR-08

E

STR-08

D

STR-08

(SEE NOTE 2)

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DESIGNER/DRAFTER: L BUCHELI CHECKED BY: S. PLUDE ELEVATION

WINGWALL 2A - PLAN &

ABUTMENT NO. 2 &

TRANSPORTATION

'-9

'-1

1' -3

"4

10'-10

FOOTING

EDGE OF EXISTING

EXISTING BATTER

BOTTOM OF

EXISTING BACKWALL

EXISTING ABUTMENT

5' -6

1' -9

� BRIDGE CONSTRUCTION

� ROUTE 313

WINGWALL 2A

3'-6"

JOINT (TYP.)

1/2" EXPANSION

±18'-0"

±19'-0"

E.J.

E.J.

� BEAM #1A

"415'-6

� BEAM #1B

43'-0"

174.5°

RECONSTRUCTED WINGWALL STEM

BLOCKOUT FOR 12" RCP IN

E 910383.90' N 705342.56'

STA. 100+77.53

BEARING�

ABUTMENT NO. 2

FACE OF WALL

FACE OF PARAPET

COPING

MOMENT SLAB

LIMIT OF MOMENT SLAB

7'- 0"

BEAM #1A

BEARING

BEAM #1B

BEARING

" CHEEKWALL4

31'-3

MATCH EXISTING

TOP OF BACKWALL

ABUTMENT

GRADE IN FRONT OF

APPROXIMATE EXISTING

EXISTING BRIDGE SEAT

5'-6" 1'-9"

(SEE WATERMAIN RELOCATION PLANS)

STEEL SLEEVE IN DIAPHRAGM FOR WATERMAIN

EL. 81.29'

EL. 86.15'

EL. 86.54'

EL. 83.43'

EL. 83.36'

EL. 86.67'

EL. 82.61'

EL. 82.79'

±32'-11" 8'-9"

WINGWALL 2A

BACK OF WALL

PROPOSED GRADE AT

EXISTING GRADE

JOINT (TYP.)

1/2" EXPANSION

3'-6"

EL. ±83.5

EL. ±87.3

EL. 80.45

EL. 90.94

EL. 82.79

BRIDGE SEAT

EL. 86.15

TOP OF WINGWALL

EL. 86.15

EL. 91.23

EL. 91.53

EL. 80.45

EL. 81.29

JOINT FILLER FOR BRIDGES

" PREFORMED EXPANSION 2

EL. 91.28

E.J.

"41±4'-1

" (SEE NOTE 2)4

1±19'-

ANGLE POINT

INV. = 84.10'

12" RCP

WINGWALL

TOP OF EXISTING

EXISTING WINGWALL CAP

EL. 81.29

FOR CLARITY)

RIPRAP NOT SHOWN

FRONT OF WALL (STD.

PROPOSED GRADE IN

BOTTOM OF COPING

EL. 85.65

TOP OF MOMENT SLAB

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SECTION

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

9" 1'-3"

A

E Q

U A

L L

Y S

P A

C E

D

1'-3"

SECTION

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

B

NOTES:

1. HANDRAIL NOT SHOWN FOR CLARITY.

2. COMPLETE PARAPET REINFORCEMENT SHOWN ON SHEET STR-19.

3. SIDEWALK REINFORCEMENT SHOWN ON SHEET STR-17.

4. ALL EXISTING REINFORCEMENT TO BE EXPOSED FOR RE-USE SHALL BE CLEAN, COATED AND READY FOR SPLICING.

5. EXISTING REINFORCEMENT SHALL NOT BE FLAME CUT WITHOUT THE ENGINEER'S APPROVAL.

6. REMOVE EXISTING CONCRETE TO THE LIMITS SHOWN. CUT EXISTING REINFORCEMENT TO PROVIDE 2" OF COVER. TO BE PAID FOR UNDER "REMOVAL OF EXISTING MASONRY".

T O

B E

R E

M O

V E

D T

O R

E M

A

IN

T O

R E

M A

IN

T

O B

E R

E M

O V

E D

T O

R E

M A

IN

T

O B

E R

E M

O V

E D

SECTION

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

C

SECTION

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

D

SECTION

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

E

SECTION

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

F

T O

R E

M A

IN

T

O B

E R

E M

O V

E D1

STORM DRAIN PIPE AT WINGWALL

REINFORCEMENT DETAIL

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

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

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DETAILS - 1

ABUTMENT & WINGWALL

TRANSPORTATION

1" X 1" JOINT SEAL

" AMPLITUDE4

SURFACE TO

MECHANICALLY ROUGHEN

#5 @ 12"

DRILL & BOND

#5 L-BAR @ 12"

DRILL & BOND

SAW CUT 1"

EXISTING ABUTMENT

"2

3 "2

3"

#5 BAR

" AMPLITUDE4

SURFACE TO

MECHANICALLY ROUGHEN

3-#5

#5 BAR (EACH FACE)

3"

3'-0"

3"

TOP OF SIDEWALK

#5 @ 12"

DRILL AND BOND

1" X 1" JOINT SEAL

" AMPLITUDE4

SURFACE TO

MECHANICALLY ROUGHEN

SAW CUT 1"

#5 @ 12"

#5 BAR

"2

3 "2

3 FACE OF EXISTING ABUTMENT

" AMPLITUDE4

SURFACE TO

MECHANICALLY ROUGHEN

9"

3-#5

#5 BAR (EACH FACE)

3"

#5 L-BAR @12"

DRILL AND BOND

1'-3"

DAMPPROOFING

CONSTRUCTION JOINT

WINGWALL

FRONT FACE OF EXISTING

" JOINT SEAL (TYP.)2

" X 2

EXISTING REBAR TO REMAIN

PRESERVE, CLEAN AND COAT

E X

IS

T

IN

G

W

IN

G W

A L

L E

X

IS

T

IN

G W

IN

G

W A

L L

TOP OF SIDEWALK

PARAPET

1'-3"

1'-6"

DAMPPROOFING

EXISTING REBAR TO REMAIN

PRESERVE, CLEAN AND COAT

" JOINT SEAL (TYP.)2

" X2

CONSTRUCTION JOINT

EXISTING WINGWALL

FRONT FACE OF

L A

P S

P L

IC

E

T Y

P

E X

IS

T

IN

G

W

IN

G W

A L

L E

X

IS

T

IN

G W

IN

G

W A

L L

TOP OF SIDEWALK

PARAPET

#4 @ 24"

#4 @ 10"

#4 @ 10" #4 @ 24"

#6 @ 6"

#6 @ 6"

EACH FACE

#5 @ 12"

#5 @ 10"

DRILLED AND BONDED

#5 BAR @ 10" O.C.

#5 @ 12"

#4 @ 24"

#4 @ 6"

EXISTING WINGWALL

FRONT FACE OF

"2

1'-1

E X

IS

T

IN

G

W

IN

G W

A L

L E

X

IS

T

IN

G W

IN

G

W A

L L

ELEVATION

MATCH EXISTING TOP OF WALL

± 1'-6"

DAMPPROOFING

JOINT

CONSTRUCTION

" JOINT SEAL (TYP.)2

" X 2

EXISTING REBAR TO REMAIN

PRESERVE, CLEAN, AND COAT

EACH FACE

#5 @ 12"

TO THE LIMITS SHOWN

REMOVE EXISTING BARS

FINISHED GRADE

EACH FACE

#5 @ 12"

#5 @ 12"

" AMPLITUDE4

SURFACE TO

MECHANICALLY ROUGHEN

#5 @ 12" E.F.

TYP. RUSTICATION (SEE STR-18)

E X

IS

T

IN

G

W

IN

G W

A L

L E

X

IS

T

IN

G W

IN

G

W A

L L

" JOINT SEAL (TYP.)2

" X 2

EXISTING REBAR TO REMAIN

PRESERVE, CLEAN AND COAT

CONSTRUCTION JOINT

DAMPPROOFING

1'-3"

TOP OF SIDEWALK PARAPET

10"

WINGWALL

FRONT FACE OF EXISTING

#5 @ 12"

#4 @ 24"

#4 @ 6"

TOP & BOTTOM

#6 @ 12"

#6 @ 6"

EACH FACE

#5 @ 12"

" AMPLITUDE4

SURFACE TO

MECHANICALLY ROUGHEN

#5 BAR IN HOOK

#5 @ 12" EACH FACE

TYP. RUSTICATION (SEE STR-18)

CURB AT TOP OF SLAB

WITH MOMENT SLAB, END

WHERE CURB CONFLICTS

TOP & BOTTOM

#4 @ 12"

LIMITS OF PENETRATING SEALER

PROTECTIVE COMPOUND

MOMENT SLAB

7'-0"

10" MAX.

TOP & BOTTOM

#6 @ 12"

TOP & BOTTOM

#4 @ 12"

MOMENT SLAB

7'-0"

LIMITS OF PENETRATING SEALER

PROTECTIVE COMPOUND

10" MAX.

TOP & BOTTOM

#6 @ 12"

TOP & BOTTOM

#4 @ 12"

MOMENT SLAB

7'-0"

LIMITS OF PENETRATING SEALER

PROTECTIVE COMPOUND

4.375" AT NORTH END

0" AT SOUTH END

10" AT NORTH END

4.375" AT SOUTH END

CURB AT TOP OF SLAB

WITH MOMENT SLAB, END

WHERE CURB CONFLICTS

10"

" 1

1'-6"

" 2

#5 @ 12"

DRILL & BOND

PRESSURE SENSITIVE ADHESIVE

TO TOP OF WINGWALL WITH A

" CLOSED CELL ELASTOMER BONDED 2

PRESSURE SENSITIVE ADHESIVE

TO TOP OF WINGWALL WITH A

" CLOSED CELL ELASTOMER BONDED 2

PRESSURE SENSITIVE ADHESIVE

TO TOP OF WINGWALL WITH A

" CLOSED CELL ELASTOMER BONDED 2

#5 @ 24"

1'-0"

#6 @ 12"

BARS AS SHOWN

(4) ADDITIONAL #4

1'-0"

1'-0"

BARS AS SHOWN

(4) ADDITIONAL #4

1'-0"

1'-0"

BARS AS SHOWN

(4) ADDITIONAL #4

1'-0"

#6 @ 12" #6 @ 12"

W6.5 MIN. (T. & B.)

FABRIC 4 X 4 W6.5 X

WELDED STEEL WIRE

W6.5 MIN. (T. & B.)

FABRIC 4 X 4 W6.5 X

WELDED STEEL WIRE

W6.5 MIN. (T. & B.)

FABRIC 4 X 4 W6.5 X

WELDED STEEL WIRE

1H:1V

12" RCP STORM DRAIN

3" C

O V

ER

TY

P

2' -8 (T

Y P

WINGWALL 2A

EACH FACE

#5 BAR (TYP.)

NOTE:

1. CONTRACTOR SHALL PROVIDE BLOCKOUT FOR DRAINAGE PIPE DURING

CONTRUCTION OF THE WALL. PIPE SHALL BE GROUTED IN PLACE WITH

NON-SHRINK GROUT.

2'-0"

2' -2 (T

Y P

TOP OF WALL

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BRIDGE SEAT REMOVAL DETAIL

WINGWALL PAY LIMITS DETAIL

ABUTMENT PAY LIMITS

RIPRAP DETAIL

SCALE:

8" = 1'-0"

SAW CUT 1"

EXISTING ABUTMENT

S E

A T

R E

M O

V A

L

L

IM

IT

S

O F

B R

ID

G

E

M A

S O

N R

Y

R E

M O

V A

L O

F E

X

IS

T

IN

G

1.5

PAY LIMIT FOR STR. EXCAVATION

2'-0"

BACKFILL

PERVIOUS STRUCTURE

MATERIAL OBSTRUDES WITHIN THIS AREA

SLOPE LINE EXCEPT WHERE UNDISTURBED

DAMPPROOFING

FRONT FACE OF EXISTING WINGWALL

CURB AT TOP OF SLAB

WITH MOMENT SLAB, END

WHERE CURB CONFLICTS

6" CONCRETE CURB

(TO BE PAID UNDER PCC04462)

THICKENED CONCRETE SIDEWALK

C O

N C

R E

T E

P A

R A

P E

T

C O

N C

R E

T E

B A

R R

IE

R

W A

L L

TOP OF SIDEWALK

BACKFILL

PERVIOUS STRUCTURE

DAMPPROOFING

MATERIAL OBSTRUDES WITHIN THIS AREA

SLOPE LINE EXCEPT WHERE UNDISTURBED

1.5

PAY LIMIT FOR STR. EXCAVATION

2'-0"

36" THICK

STANDARD RIPRAP

12" THICK

GRANULAR FILL

WINGWALL 2A FACE

FINISHED GRADE

MAX 1.5:1 SLOPE

V A

R

IE

S

VARIES

1" X 1" CHAMFER (TYP.)

#5 BAR (TYP.)

DRILL AND BOND

T

IE

S

CHEEKWALL TYPICAL SECTION

SCALE:

4" = 1'-0"

3" (MIN.)

EXISTING ABUTMENT

RECONSTRUCTED BRIDGE SEAT

CHEEKWALL 1A - PLAN

SCALE: 1" = 1'-0"

#5 TIE @ 12"

(EACH FACE)

2 - #5 BARS

CHEEKWALL 1A

ABUTMENT NO. 1

WINGWALL 1A

3" (TYP.)

B R

ID

G E S

E A

T

B A

C K

W A

L L

"4 11'-

JOINT FILLER FOR BRIDGES

' PREFORMED EXPANSION2

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

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DETAILS - 2

ABUTMENT & WINGWALL

TRANSPORTATION

WINGWALL 2A

ABUTMENT NO. 2

CHEEKWALL 2A

#5 TIE @ 12"

2 - #5 BARS

EQ. SPACED

3 - #5 BARS

T Y

P

CHEEKWALL 2A - PLAN

SCALE: 1" = 1'-0"

FACE OF PARAPET

MOMENT SLAB COPING

B R

ID

G

E S

E A

T

B A

C K

W A

L L

"43

1' -3

WINGWALL

BACK OF RECONSTRUCTED

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SECTION

SCALE:

4" = 1'-0"

H

1.5%

B A

S E

L

IN

E O

F B

R

ID

G E

C O

N S

T R

U C

T

IO

N

NOTE:

1. SEE DETAILS ON SHEET STR-17 TO STR-19 FOR SIDEWALK AND PARAPET REINFORCING.

2. EXISTING TRANSVERSE REINFORCING SHALL BE CLEAN, COATED AND READY FOR SPLICING

AND STRAIGHTENED, WITHIN LIMITS OF PROPOSED DECK CONSTRUCTION.

SECTION

SCALE:

4" = 1'-0"

G

COORDI

NATE

G

RI

D

0+00 1+00

N31°06'05.1"E

41+00

DECK PLAN

SCALE: 3/16" = 1'-0"

G

H

H

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

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DECK PLAN

TRANSPORTATION

BRIDGE DECK

(LEVEL 2) ON MEMBRANE WATERPROOFING

2" PMA S0.5 (LEVEL 3) AND 1" HMA S0.25

1" X 1" JOINT SEAL

CONSTRUCTION JOINT

END DIAPHRAGM

MEMBRANE WATERPROOFING

JOINT (SEE DETAILS ON SHEET STR-22)

ASPHALTIC PLUG EXPANSION

(FAR SIDE)

TOP OF BEAM

1'-3"

CROSS SLOPE

CONTINUE

1" X 1" CHAMFER (TYP.)

ROUGHEN SURFACE

CONSTRUCTION JOINT

5'-0"

1" DIA. DRIP

CENTERLINE

3" X 3" (TYP.)

(HANDRAIL)

METAL BRIDGE RAIL

C

O V

E R

" 2

C O

V E

R

3'-0" LAP

1'-3"

#5 @ 6-1/2" O.C.

#4 @ 12" O.C. (TOP)

#5 @ 9" O.C. (BOT.)

(SEE NOTE 2)

#6 @ 6-1/2" O.C.

4"

BEAM #1A

BEAM #1B

"4

7'-10

4'-6"

(COLD LIQUID ELASTOMERIC)

MEMBRANE WATERPROOFING

BITUMINOUS CONCRETE OVERLAY

" NOTCH WITH JOINT SEAL2

" X2

ROUGHENED JOINT

" PARAPET2

52'-6

GUTTER LINE

� ROUTE 313

� BRIDGE CONSTRUCTION

ABUTMENT

FACE OF EXISTING

ABUTMENT

FACE OF EXISTING

"21BACKWALL OF ABUTMENT TO BACKWALL OF ABUTMENT = 52'-8

E 910343.848 N 705276.170

OFFSET 5.173 L

STATION 40+30

E 910395.504 N 705361.796

OFFSET 5.296 L

STATION 41.29.9

TOP OF DECK EL. 86.38

TOP OF SIDEWALK EL. 87.09

TOP OF DECK EL. 86.07

TOP OF PAVEMENT EL. 86.48

TOP OF DECK EL. 87.12

TOP OF PAVEMENT EL. 87.53

TOP OF DECK EL. 87.50

TOP OF SIDEWALK EL. 88.23

WINGWALL 1A

2A/PARAPET FACE

WINGWALL

"433'-11

9 POSTS @ 6'-3 3/4" = 50'-6"2'-6"

2'-6"

WINGWALL 2A

TOP OF DECK EL. 86.25

TOP OF PAVEMENT EL. 86.50

TOP OF DECK EL. 87.34

TOP OF PAVEMENT EL. 87.59

5 POSTS @ 6'-3

3/4" = 25'-3

STANDARD DETAILS)

(SEE SHEET STR-17 AND

THRIE BEAM ATTACHMENT

STANDARD DETAILS)

(SEE SHEET STR-17 AND

THRIE BEAM ATTACHMENT

- 5'-0" SIDEWALK

(HANDRAIL)

METAL BRIDGE RAIL

FOR DRAINAGE

SEE SHEET PLN-02

59.7°

FOR CLARITY)

(MOMENT SLAB NOT SHOWN

MOMENT SLAB COPING

(SEE SHEET STR-17)

CONTROL JOINT (TYP.)

04.11

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BEAM ELEVATION

SCALE: 3/8" = 1'-0"

2"

TYPICAL BEAM SECTION

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

0+00 1+00

N31°06'05.1"E

41+00

FRAMING PLAN

SCALE: 3/16" = 1'-0"

COORDI

NATE

G

RI

D

BEAM PLAN

SCALE: 3/8" = 1'-0"

NOTES:

BEAM SHALL BE FABRICATED WITH 0.5-INCHES OF CAMBER AT MIDSPAN.3.

FOR DECK JOINT DETAILS, SEE SHEET STR-22.2.

FOR BEARING DETAILS, SEE SHEET STR-15 & STR-16.1.

42,900-lbs53.5-ft4.0-ft1.5-ft

SHIPPING WEIGHTSHIPPING LENGTHSHIPPING HEIGHTSHIPPING WIDTH

PRECAST CONCRETE BEAMS

TRANSPORTATION DATA

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

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DESIGNER/DRAFTER: L.BUCHELI CHECKED BY: S.PLUDE

FRAMING PLAN

TRANSPORTATION

"4

5'-

� BEARING FIXED

2-#9 4#9 4#9

� BEARING EXPANSION

4-#9

EXCEPT AS NOTED

SYMETRICAL ABOUT MIDSPAN SHEET STR-16

SEE BEARING DETAILS

#4 STIRRUP (TYP.)

"877"877 "8351'-3

"4152'-7

"853

(8) SPACES @ 6" (6) SPACES @ 9" #4 STIRRUPS @ 12" O.C.

2"x3" SLOTTED HOLE IN BEAM

IN BEAM

2" DIA. HOLE

#4 U-BAR (TYP.)

1'-6"3 EQUAL SPACES

6"

-1

/2

#4 STIRRUPS

RAKED FINISH

1" X 1" CHAMFER (TYP.)

� BEAM

#4 U-BAR

E A

C H

F A

C E

B

A R

S

(TYP.)

2" COVER

ADDITIONAL #4 BAR

FASCIA LINE

� ROUTE 313

EXISTING BEAM (TYP.)

END OF EXISTING DECK

END OF EXISTING DECK

9" (TYP.)

E 910343.848 N 705276.170

OFFSET -5.173

STA. 40+30

E 910395.504 N 705361.796

OFFSET -5.296

STA. 41+29.90

� BRIDGE CONSTRUCTION

DEMO EXISTING BEAM

OF BEARING = 51'-3" OF BEARING TO ��

2'-0" (TYP.)

SUPPORT BRACKET (TYP.)

SEWER MAIN

FOR SPACING AND DETAILS)

(SEE WATERMAIN RELOCATION PLANS

WATER MAIN SUPPORT (TYP.)

3'-0" (TYP.)

REINFORCEMENT DETAIL" ON SHEET STR-14)

(SEE "SEWER MAIN AT END DIAPHRAGM

REMOVE AND RECONSTRUCT DIAPHRAGM (TYP.)

DIAPHRAGM REMOVAL" ON SHEET STR-13)

(SEE "LIMITS OF INTERMEDIATE

REMOVE EXISTING DIAPHRAGM

CONCRETE PATCH (TYP.)

� BEAM #1A

� BEAM #1B

END DIAPHRAGM (TYP.)

INTERMEDIATE DIAPHRAGM

1A

1B

30° 30°

FI

X

ED

B

EA

R

IN

G

EX

P A

N

SI

O N B

EA

R

IN

G

E 910357.36' N 705298.57'

STA. 100+26.16

BEARING�

ABUTMENT NO. 1

E 910383.90' N 705342.56'

STA. 100+77.53

BEARING�

ABUTMENT NO. 2

PAY LIMIT FOR ITEM "DUCTILE IRON PIPE SUPPORTED ON BRIDGE"

PAY LIMIT FOR ITEM "8" DUCTILE IRON PIPE INSTALLED ON BRIDGE (WATER MAIN)"

16'-0" (MAX.) 10'-8" (MAX.)

� BEARING FIXED

� BEARING EXPANSION

#9 BAR (TYP.) EXCEPT AS NOTED

SYMETRICAL ABOUT MIDSPAN

"873

(6) SPACES @ 9"

#4 U-BAR (TYP.)

#4 STIRRUP &

L

-B A

R

"8526'-3 "8526'-3

"4152'-7

2"x3" SLOTTED HOLE IN BEAM

2" DIA. HOLE IN BEAM

2"

(8) SPACES @ 6"

#4 U-BARS @ 12"

#4 STIRRUPS @ 12"

5'-0"

04.12

99 REALTY DRIVE

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203.271.1773

04.12

WATER MAIN AT INTERMEDIATE DIAPHRAGM

REINFORCEMENT DETAIL

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

"±2

(TYP.)

SECTION DETAIL

ELEVATION DETAIL

"±2

(TYP.)

SECTION DETAIL

ELEVATION DETAIL

WATER MAIN AT END DIAPHRAGM

REINFORCEMENT DETAIL

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

D R

IL

L

A

B O

N D

H

O S

T

INTERMEDIATE DIAPHRAGM SECTION (BEAMS 1A & 1B)

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

D R

IL

L

A

N D

(H O

S T

(L

'-0

D R

IL

L

A

N D

(H O

S T

(L

'-0

END DIAPHRAGM SECTION (BEAMS 1A & 1B)

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

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

STR-12

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DESIGNER/DRAFTER: W. STANGO CHECKED BY: S. PLUDE

UTILITY SUPPORT DETAILS -

TRANSPORTATION

PROPOSED BEAM #1B

EXISTING REINFORCEMENT (TYP.)

EXISTING BEAM #2

(EACH FACE)

#5 BARS (L = 3'-3")

(TYP.)

6"

(EACH FACE)

#4 BARS

18" DIA. GALV. STEEL SLEEVE

(EACH FACE)

#5 BARS (L = 2'-6")

(T Y

P

1'-0" (TYP.)

CONSTRUCTION JOINT

1'-0"

5 - #5 U-BARS

TOP OF BEAM

2" COVER

1" X 1" CHAMFER (TYP.)

5 - #5 U-BARS

T Y

P

D R

IL

L

A N

D B

O N

D

#4 BARS (EACH FACE)

(E A

C H

F A

C E

B A

R S

B A

R S

D R

IL

L

A N

D B

O N

D

T Y

P

PROPOSED BEAM #1B

EXISTING REINFORCEMENT (TYP.)

EXISTING BEAM #2

(EACH FACE)

#5 BARS (L = 3'-3")

(TYP.)

6"

(EACH FACE)

#4 BARS

18" DIA. GALV. STEEL SLEEVE

(EACH FACE)

#5 BARS (L = 2'-6")

(T Y

P

5 - #4 U-BARS

T Y

P

D R

IL

L

B

O N

D

H O

S T

#4 BARS (EACH FACE)

STEEL SLEEVE

18" DIA. GALV.

BOTTOM OF BEAM

(TYP.)

1'-0"

9"

BOTTOM OF BEAM

E A

C H

F A

C E

B

A R

S

2"

5 - #4 U-BARS

CONSTRUCTION JOINT

(SEE DETAILS ON SHEET STR-22)

ASPHALTIC PLUG EXPANSION JOINT

TOP OF BEAM

1" X 1" CHAMFER (TYP.)

18" DIA. GALV. STEEL SLEEVE

T Y

P

(SEE WATER MAIN RELOCATION PLANS)

8" WATER MAIN

(SEE WATER MAIN RELOCATION PLANS)

8" WATER MAIN

HOOK (TYP. OF 4)

#6 BAR WITH STANDARD

ADHESIVE

SEAT WITH PRESSURE SENSITIVE

BONDED TO TOP OF BRIDGE

1" CLOSED CELL ELASTOMER

1" X 1" JOINT SEAL (TYP.)

EXISTING ABUTMENT

2" @ ABUT. NO. 1 (TYP.)

4" @ ABUT. NO. 2 (TYP.)

BRIDGE SEAT

PROPOSED

BRIDGE SEAT

EXISTING

TOP OF BACKWALL

CONSTRUCTION JOINT

1'-0" (TYP.)

CONSTRUCTION JOINT

1'-0"

BOTTOM OF BEAM

BEAMS

#5 @ 12" BETWEEN

TOP OF BEAM

2" COVER

E A

C H

F A

C E

B A

R S

1" X 1" CHAMFER (TYP.)

3 - #5

(TYP.)

1'-0"

9"

1" X 1" JOINT SEAL (TYP.)

BOTTOM OF BEAM

ADHESIVE

SEAT WITH PRESSURE SENSITIVE

BONDED TO TOP OF BRIDGE

1" CLOSED CELL ELASTOMER

E A

C H

F A

C E

B

A R

S

2"

BETWEEN BEAMS

#4 @ 12"

ASPHALTIC PLUG EXPANSION JOINT

TOP OF BEAM

EXISTING ABUTMENT

RECONSTRUCTION

PROPOSED ABUTMENT

1" X 1" CHAMFER (TYP.)

1B SHALL BE PAID UNDER THE ITEM "DRILLING HOLES AND BONDING ANCHORS (HOST)."

DRILLING AND BONDING REINFORCEMENT BARS FOR THE PURPOSE OF CONSTRUCTING DIAPHRAGMS BETWEEN BEAM 1A AND 4.

2 SHALL BE PAID UNDER THE ITEM "DRILLING HOLES AND BONDING ANCHORS (HOST)."

DRILLING AND BONDING REINFORCEMENT BARS FOR THE PURPOSE OF RECONSTRUCTING DIAPHRAGMS BETWEEN BEAM 1B AND 3.

INTERMEDIATE AND END DIAPHRAGMS SHALL BE PCC04462 AND PAID UNDER THE ITEM "BRIDGE DECK CONCRETE".2.

SEE WATER MAIN RELOCATION PLANS FOR WATER MAIN SUPPORT DETAILS.1.

NOTES:

04.13

99 REALTY DRIVE

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LIMITS OF INTERMEDIATE DIAPHRAGM REMOVAL

LIMITS OF CONCRETE PATCH

FRONT VIEW SIDEVIEW

MORTAR PATCH DETAIL

SCALE: 3" = 1'-0"

(T Y

P

SEWER MAIN SUPPORT DETAIL

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

"4

L8x6x

1" DIA. THREADED ROD (TYP.)

L5x3x1/2 (L = 10") (TYP.)

4'-0" L x 1'-0" W x 3/8" PLATE BENT TO MATCH PIPE

FILL VOID WITH SEALANT (TYP.)

WITH MIN. 9" EMBEDMENT (TYP.)

GALVANIZED ANCHOR BOLT

DRILL AND BOND 7/8" DIA.

(L = 0'-9")

(TYP.)4

L6x6x

SEWER MAINØ24"

" ±2

(TYP.)

" DIA. BOLTS (TYP.)4

(2)

(L = 0'-9")

(TYP.)4

L6x6x

" DIA. BOLTS4

(2)

WITH MIN. 9" EMBEDMENT (TYP.)

GALVANIZED ANCHOR BOLT

DRILL AND BOND 7/8" DIA.

BEAM ATTACHMENT

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

"4

L8x6x

SEWER MAIN SUPPORT -

SECTION AT HANGER

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

THREADED ROD

1" DIA.

"4

L8x6x

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

STR-13

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UTILITY SUPPORT DETAILS -

TRANSPORTATION

BEAM (TYP.)

EXISTING

"2

MAX. SAWCUT DEPTH

(TO BE REMOVED)

EXISTING DIAPHRAGM

1" X 1" CHAMFER

SEE "ENLARGED DETAIL" ON THIS SHEET

(1/2" DEEP)

SAW CUT (TYP.)

1"

(TO BE REMOVED)

EXISTING DIAPHRAGM

1'-2"±

BEAM

EXISTING "2

1"

(FINISHED SMOOTH)

FACE OF MORTAR PATCH

WELDED WIRE MESH

BOTTOM OF CONCRETE REMOVAL

EXISTING BEAM

(2 ROWS @ 6" O.C.)

DRILL AND BOND J-HOOK BARS

(TYP.)

REINFORCEMENT

EXISTING

BEAM #5

EXISTING

EXISTING BEAM #4

"4

2'-6

" (TYP.)4

(T Y

P

(T Y

P

BEAM

EXISTING

"4

3"

MAIN

24" DIA. SEWER

" PLATE8

3'-10" L x 10" W x

(L = 0'-10")2

L5x3x10"

(TYP.)

1"

5/16"

"DUCTILE IRON PIPE SUPPORTED ON BRIDGE".

MISCELLANEOUS ITEMS COMPRISING THE WORKS SHALL BE INCLUDED IN THE COST OF

BONDING ANCHOR BOLTS, THREADED RODS, BENT PLATES, ANCHOR BOLTS, AND OTHER

THE SEWER MAIN SUPPORT BRACKETS INCLUDING THE STRUCTURAL STEEL, DRILLING AND 2.

AVOID EXISTING REINFORCEMENT.

CONTRACTOR SHALL ADJUST LOCATION OF ANCHOR BOLTS FOR THE SEWER SUPPORTS TO 1.

NOTES:

UNDER THE ITEM "REMOVAL OF SUPERSTRUCTURE."

REMOVAL OF THE EXISTING DIAPHRAGMS SHALL BE PAID FOR 2.

FOR UNDER THE ITEM "MORTAR PATCH".

WELDED WIRE MESH AND PATCHING MATERIAL SHALL BE PAID 1.

NOTES:

04.14

99 REALTY DRIVE

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203.271.1773

04.14

ABUTMENT NO. 2 - SEWER MAIN AT END DIAPHRAGM

REINFORCEMENT DETAIL

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

(TYP.)(TYP.)

(T Y

P

(TY

P

ELEVATION DETAIL

(TYP.) (TYP.)

(T Y

P

(T Y P

SECTION DETAIL

D R

IL

L

A

N D

H

O S

T

ABUTMENT NO. 1 - SEWER MAIN AT END DIAPHRAGM

REINFORCEMENT DETAIL

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

SECTION DETAIL

D R

IL

L

A

N D

H

O S

T

ELEVATION DETAIL

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

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UTILITY SUPPORT DETAILS -

TRANSPORTATION

6"

(4) #5 BARS - EACH FACE

24" DIA. DUCTILE IRON SEWER MAIN

(HOST) (MIN. 6")

DRILL AND BOND BARS

(EACH FACE)

#5 BARS (L = 3'-5")

(EACH FACE)

#5 U-BARS

#4 U-BAR (TYP.)

2'-2"±

"±2

BEAM #4

EXISTING

(TYP.)

REINFORCEMENT

EXISTING

BEAM #5

EXISTING

30" DIA. GALVANIZED PIPE SLEEVE WITH LINK SEAL

6"

(4) #5 BARS - EACH FACE

24" DIA. DUCTILE IRON SEWER MAIN

(MIN. 6")

DRILL AND BOND BARS (HOST)

(EACH FACE)

#5 BARS (L = 2'-10")

(EACH FACE)

#5 U-BARS

#4 U-BAR (TYP.)

2' -6

"±2

BEAM #4

EXISTING

(TYP.)

REINFORCEMENT

EXISTING

BEAM #5

EXISTING

30" DIA. GALVANIZED PIPE SLEEVE WITH LINK SEAL

9"

BOTTOM OF EX. BEAM

ASPHALTIC PLUG EXPANSION JOINT

TOP OF EX. BEAM

1" X 1" CHAMFER (TYP.)

#4 U-BAR

#4 U-BAR

9"

BOTTOM OF EX. BEAM

ASPHALTIC PLUG EXPANSION JOINT

TOP OF EX. BEAM

1" X 1" CHAMFER (TYP.)

#4 U-BAR

#4 U-BAR

SEWER MAIN

SEWER MAIN

EXISTING ABUTMENT

ADHESIVE

SEAT WITH PRESSURE SENSITIVE

BONDED TO TOP OF BRIDGE

1" CLOSED CELL ELASTOMER

1" X 1" JOINT SEAL (TYP.)

ADHESIVE

SEAT WITH PRESSURE SENSITIVE

BONDED TO TOP OF BRIDGE

1" CLOSED CELL ELASTOMER

SEAT

EXISTING BRIDGE

TOP OF BACKWALL

#6 BAR WITH STANDARD HOOK (TYP.)

T Y

P

T H

IC

K

N E

S S

T

Y P

B E

A R

IN

G

ADHESIVE

SEAT WITH PRESSURE SENSITIVE

BONDED TO TOP OF BRIDGE

1" CLOSED CELL ELASTOMER

ADHESIVE

SEAT WITH PRESSURE SENSITIVE

BONDED TO TOP OF BRIDGE

1" CLOSED CELL ELASTOMER

1" X 1" JOINT SEAL (TYP.)

(SEE NOTE 2)

TOP OF BACKWALL

SEAT

EXISTING BRIDGE EXISTING ABUTMENT

#6 BAR WITH STANDARD HOOK (TYP. OF 6)

T Y

P

T H

IC

K

N E

S S

T

Y P

B E

A R

IN

G

SEE NOTE 2

2'-0"

T H

IC

K

N E

S S

B

E A

R

IN

G

BETWEEN BEAM 4 AND 5 SHALL BE PAID UNDER THE ITEM ""DRILLING HOLES AND BONDING ANCHORS (HOST)."

DRILLING AND BONDING REINFORCEMENT BARS FOR THE PURPOSE OF RECONSTRUCTING DIAPHRAGMS 4.

DECK CONCRETE".

END DIAPHRAGMS SHALL BE RECONSTRUCTED WITH CLASS PCC04462 AND PAID UNDER THE ITEM "BRIDGE 3.

CENTERED ON THE PROPOSED SEWER MAIN (TO BE PAID UNDER THE ITEM "REMOVAL OF EXISTING MASONRY").

AT ABUTMENT NO. 2, CONTRACTOR SHALL REMOVE THE EXISTING BACKWALL FOR A LENGTH OF 2'-0" 2.

4 AND BEAM 5 (TO BE PAID UNDER THE ITEM "REMOVAL OF SUPERSTRUCTURE").

CONTRACTOR SHALL REMOVE EXISTING END DIAPHRAGMS AND INDERMEDIATE DIAPHRAGMS BETWEEN BEAM 1.

NOTES:

04.15

99 REALTY DRIVE

CHESHIRE, CT 06410

203.271.1773

04.15

"2

3 "2

"2

1 "2

4"4"

"2

8"2

8"8"

"2

5"2

FIXED BEARING

SCALE: 3" = 1'-0"

SIDE ELEVATION END ELEVATION

BEAM SEAT - PLAN VIEW (FIXED)

SCALE: 1

2" = 1'-0"

BEAM SEAT - PLAN VIEW (EXPANION)

SCALE: 1

2" = 1'-0"

STEEL BEARING ASSEMBLY NOTES

AND HAS BEEN WITHIN THIS RANGE FOR AT LEAST TWO HOURS.

8. THE BEARINGS SHALL BE INSTALLED WHEN THE AMBIENT TEMPERATURE IS BETWEEN 40°F AND 80°F

FOR UNDER THE ITEM "STEEL BEARING ASSEMBLIES".

GROUT AS NEEDED TO PROVIDE A LEVEL BEARING SURFACE FOR THE NEW BEARINGS SHALL BE PAID

MASONRY PLATES, SELF-LUBRICATING BRONZE PLATES, STUDS, ANCHOR BOLTS, AND NON-SHRINK

7. THE COST OF FURNISHING AND INSTALLING THE BEARINGS, INCLUDING BEVELED SOLE PLATES, GRADE A325, TYPE 1 AND SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM B695, CLASS 50.

6. HIGH STRENGTH ANCHOR DOWELS SHALL BE 1 INCH IN DIAMETER AND CONFORM TO ASTM F3125

ABOVE THE SURROUNDING BRONZE PLATE.

COMPRESSED INTO THE RINGS OR RECESSES AND PROJECT NOT LESS THAN 0.010 INCHES

THE LUBRICATING COMPOUND SHALL BE INTEGRALLY MOLDED AT HIGH PRESSURE AND ●

BEARING SURFACE.

THE LUBRICANT FILLED AREAS SHALL COMPRISE NOT LESS THAN 25 PERCENT OF THE TOTAL ●

FILLED RECESSES.

THE ENTIRE AREA OF THE BEARING SURFACE SHALL BE LUBRICATED BY MEANS OF LUBRICANT ●

ADJACENT ROWS OVERLAP IN THE DIRECTION OF MOTION.

THE RECESSES OR RINGS SHALL BE ARRANGED IN A GEOMETRIC PATTERN SO THAT THE ●

LEAST THE WIDTH OF THE RINGS OR RECESSES.

CONCENTRIC RINGS, WITH OR WITHOUT CIRCULAR RECESSES WITH A DEPTH EQUAL TO AT

THE BEARING SURFACES SHALL HAVE LUBRICANT RECESSES CONSISTING OF EITHER ●

FOLLOWING:

TYPE 2. THE SELF-LUBRICATING RECESSES IN THE BRONZE PLATES SHALL CONFORM TO THE

5. THE SELF-LUBRICATING BRONZE PLATES SHALL CONFORM TO ASTM B22 C90500 TYPE 1 OR C91100

THE CONTRACT DOCUMENTS.

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

4. WELDING, WELDING PROCEDURES, WELDING INSPECTION, AND TESTING METHODS SHALL MEET THE

GALVANIZED IN ACCORDANCE WITH ASTM A123.

REQUIREMENTS OF AASHTO M270, GRADE 50 T2. ALL STRUCTURAL STEEL SHALL BE HOT-DIP

3. THE STEEL FOR THE BEVELED SOLE PLATES AND MASONRY PLATES SHALL CONFORM TO THE

SOLE PLATES.

2. THE CONTRACTOR SHALL RECORD THE GRADE OF THE BEAMS TO ACCURATELY PRODUCE BEVELED

SOLE AND MASONRY PLATES.

1. CARE SHALL BE TAKEN DURING THE WELDING PROCESS IN ORDER TO PREVENT WARPING OF THE

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

STR-15

W:\CADDesign\_CTDOT_Projects\124-165 (Bridge)\Struct_Bridge\MSta_Design\SB_CP_0124-0165_Bearing DetailsWRS.dgn FILE NAME: joyce.kabumba LASTED SAVED BY:

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BEARING DETAILS - 1

TRANSPORTATION

AND MASONRY PLATE

2" DIA. HOLES IN SOLE

BEAM SEAT

TO GRADE

BEVEL SOLE PLATE

� BEAM

2" DIA. HOLE IN BEAM

� BEARING

BEYOND) (TYP.)

WELDED STUD (SHOWN

5/8" DIA. X 6" HIGH

2" DIA. HOLE IN BEAM

12" MIN. EMBEDMENT INTO ABUTMENT

1" DIA. HIGH STRENGTH ANCHOR DOWEL (L=3'-0")

12" MIN. EMBEDMENT INTO ABUTMENT

1" DIA. HIGH STRENGTH ANCHOR DOWEL

BEAM SEAT

BEYOND) (TYP.)

WELDED STUD (SHOWN

5/8" DIA. X 6" HIGH

"21

"21

9"

9"

3"

3"

� BEARING

� BEAM

MASONRY PLATE

(FIXED BEARING)

2" DIA. HOLE

"21

"21

9"

9"

3"

3"

� BEARING

� BEAM

MASONRY PLATE

(EXPANSION BEARING)

2"x3" HOLE

LEVEL BRIDGE SEAT LEVEL BRIDGE SEAT

04.16

99 REALTY DRIVE

CHESHIRE, CT 06410

203.271.1773

04.16

BEVELED SOLE PLATE (EXPANSION)

SCALE: 3" = 1'-0"

L

MASONRY PLATE (EXPANSION)

SCALE: 3" = 1'-0"

SELF-LUBRICATING BRONZE PLATE

(EXPANSION)

SCALE: 3" = 1'-0"

NOTE:

THE SELF-LUBRICATING RECESSES ARE NOT SHOWN AS THEY

VARY BY MANUFACTURER. PLATES SHALL BE FABRICATED

WITH RECESSES MEETING THE REQUIREMENTS OUTLINED ON

STR-15 AND IN THE SPECIAL PROVISION FOR THE ITEM "STEEL

BEARING ASSEMBLIES".

ANCHOR BOLT DETAIL

SCALE: 1" = 1'-0"

NOTES

1. END DIAPHRAGM AND WELDED STUDS NOT SHOWN FOR CLARITY

2. THE ENDS OF THE BEAMS AND ANCHOR DOWELS SHALL BE VERTICAL

±1/4" UNDER DEAD LOAD.

3. THE ANCHOR DOWELS AND DOWEL HOLE FILLER MATERIAL SHALL BE

INCLUDED IN THE UNIT COST FOR THE ITEM "STEEL BEARING ASSEMBLIES".

4. FOR THE EXPANSION BEARING, THE DOWEL HOLE SHALL BE FILLED

WITH AN ASPHALT CEMENT CONFORMING TO THE REQUIREMENTS OF

THE SPECIAL PROVISION.

5. FOR THE FIXED BEARING, THE DOWEL HOLE SHALL BE FILLED WITH

NON-SHRINK GROUT.

BEVELED SOLE PLATE (FIXED)

SCALE: 3" = 1'-0"

L

MASONRY PLATE (FIXED)

SCALE: 3" = 1'-0"

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

STR-16

W:\CADDesign\_CTDOT_Projects\124-165 (Bridge)\Struct_Bridge\MSta_Design\SB_CP_0124-0165_Bearing DetailsWRS.dgn FILE NAME: joyce.kabumba LASTED SAVED BY:

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BEARING DETAILS - 2

TRANSPORTATION

FOR ANCHOR BOLT

2"x3" SLOTTED HOLE

WELDED STUD (TYP.)

5/8" DIA. X 6" HIGH

7"

2" 3" 2"

"2

C

"2

7"

FOR ANCHOR BOLT

2"x3" SLOTTED HOLE

WELDED STUD (TYP.)

5/8" DIA. X 6" HIGH

2" 3" 2"

"2

7"

"2

7"

"2

3 "2

FOR ANCHOR BOLT

2"x3" SLOTTED HOLE

3" 3"

3"

6"

6"

(EXPANSION)

2" x 3" SLOTTED HOLE IN BEAM

2" DIA. HOLE IN BEAM (FIXED)

BEAM SEAT

STEEL BEARING ASSEMBLY

� BEARING

DOWEL (L=3'-0") (12" MIN. EMBEDMENT INTO ABUTMENT)

DRILL AND BOND 1" DIA. HIGH STRENGTH ANCHOR

TOP OF BEAM

TOP OF DECK

ANCHOR BOLT

2" DIA. HOLE FOR

WELDED STUD (TYP.)

5/8" DIA. X 6" HIGH

7"

2" 3" 2"

"213 "213

C

"213

7"

ANCHOR BOLT

2" DIA. HOLE FOR

WELDED STUD (TYP.)

5/8" DIA. X 6" HIGH

2" 3" 2"

"213 "213

"213

7"

7"

04.17

99 REALTY DRIVE

CHESHIRE, CT 06410

203.271.1773

04.17

4¼" 3" COVER

6 3" COVER

BRIDGE DECK

CONCRETE OVERLAY

TOP OF BITUMINOUS

CONCRETE OVERLAY

TOP OF BITUMINOUS

4'-6"

CONTROL JOINT

START OF

2"

1⅝"

1⅝"

1⅝"

1'-3"

BEVEL (TYP.)

1" X 1"

6" 1" R1.5%

BAR SIZE SPLICE LENGTH

SPLICED AT THE SAME LOCATION.

50% OR LESS OF THE LONGITUDINAL BARS ARE

THE SPLICES SHALL BE ALTERNATED SO THAT2.

FOLLOWS UNLESS DIMENSIONED OTHERWISE:

IN THE PARAPET AND SIDEWALK SHALL BE AS

THE SPLICE LENGTH FOR THE REINFORCEMENT1.

REINFORCEMENT SPLICE NOTES:

SECTION - VERTICAL PARAPET WITH SIDEWALK

SCALE: 1" = 1'-0"

2'-6"#6

E A

C H

F A

C E

(TYP.)

DECK REINFORCEMENT NOT SHOWN

2½" COVER

B

STR-18

SCALE: 1" = 1'-0"

REINFORCING SECTION

A

(SEE STR-20)

METAL BRIDGE RAIL (HANDRAIL)

1'-6"

SCALE: ¾" = 1'-0"

4"

1'-10¾"

CONTROL JOINT SPACING

GUTTER LINE

½

3'-6"

5'-0"

SCALE: ¾" = 1'-0"

3'-6"

5'-0"CONTROL JOINT

@ 5'-0" C/C CONTROL JOINT SPACING

CONTROL JOINTCONTROL JOINT

TRAFFIC

CONTROL JOINT

@ 5'-0" C/C

SCALE: ¾" = 1'-0"

"4"1'-2"

4'-6"

PARTIAL PLAN

PARTIAL ELEVATION

1'-3"

4½"

" 3"

SLEEVE (TYP.)

1" DIA. STANDARD PIPE

A

4'-6"

BOTTOM OF PARAPET

TOP OF CONCRETE SIDEWALK/

TOP OF SIDEWALK

CONNECTOR

THRIE-BEAM TERMINAL

1" MAX.

10"

BOLT & SPLICE

{ OF THRIE-BEAM

CONTROL JOINT

@ 5'-0" C/C

CONTROL JOINT

CONTROL JOINT

@ 5'-0" C/C

CONTROL JOINT

CONTROL JOINT

@ 5'-0" C/C

CONTROL JOINT

@ 5'-0" C/C

BRIDGE DECK

AEND VIEW

#5 @ 1'-0"

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

STR-17

W:\CADDesign\_CTDOT_Projects\124-165 (Bridge)\Struct_Bridge\MSta_Design\SB_CP_0124-0165_Vert Shape Parapet.dgn FILE NAME: lbucheli LASTED SAVED BY:

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AT SIDEWALK DETAILS - 1

VERTICAL SHAPE PARAPET

TRANSPORTATION

#4 TIES @ 3'-0", ALTERNATE 135°HOOK

#5 @ 1'-0" (TYP.)

AWAY FROM VIEW

PARAPET END SLOPING

6½" MIN. EMBEDMENT

#6 @ 6"

2½" COVER

WITHIN SIDEWALK LIMITS

ROUGHEN TOP SURFACE OF DECK

1'-0"

6"

0"

CONTROL JOINT

LIMIT OF

#5 @ 1'-0"

#6 @ 6"

1" COVER

6"

PROTECTIVE COMPOUND

LIMIT OF PENETRATING SEALER

JOINT SEAL

½" X½" NOTCH WITH

JOINT SEAL

½" X½" NOTCH WITH

04.18

CHESHIRE, CT 06410

203.271.1773

04.18

3" COVER (TYP.)

DEC…