PIN 1762.25 - Contract Plans.pdf

TOWN OF GRANVILLE, WASHINGTON COUNTY, NEW YORK

BIN 3306810

BRIDGE REHABILITATION

TOWN OF EASTON, WASHINGTON COUNTY, NEW YORK

BIN 3306350

BRIDGE REHABILITATION

STATE OF NEW YORK

REGIONS & LOCATIONS

OF REGIONAL OFFICES

NYS DEPARTMENT

OF TRANSPORTATION

MAP OF THE

SHOWING

OF THE

OF THE ALTERATION.

FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"

PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR

SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED

DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE

CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES AND GUIDELINES.

MODIFIED BY THESE PLANS OR BY CHANGES SET FORTH IN THE CONTRACT DOCUMENTS.

BY THE DEPARTMENT WHICH ARE CURRENT ON THE DATE OF ADVERTISEMENT FOR BIDS EXCEPT AS

AND IN CONFORMITY WITH THE NYSDOT STANDARD SPECIFICATIONS (US CUSTOMARY) MAINTAINED

ALL WORK CONTEMPLATED UNDER THIS CONTRACT IS TO BE COVERED BY

DOCUMENTS.

THE APPLICABLE STANDARD SHEET(S) UNLESS OTHERWISE SPECIFIED IN THE CONTRACT

ITEMS AND WORK ENCOUNTERED DURING THE COURSE OF THE CONTRACT SHALL BE SUBJECT TO

IN EFFECT. ALL PAY ITEMS AND WORK CONTAINED IN THE CONTRACT AND ANY ADDITIONAL PAY

WHICH ARE CURRENT ON THE DATE OF ADVERTISEMENT FOR BIDS, SHALL BE CONSIDERED TO BE

THE LATEST REVISIONS OF THE NYSDOT STANDARD SHEETS MAINTAINED BY THE DEPARTMENT,

SITE OF WORK

N

CM#

PROJECT LOCATIONS

JO

B

M A

N A

G E

R D

E S

IG

N

E D

B Y

D E

S

IG

N S

U P

E R

V

IS

O R

C H

E C

K E

D B

Y E

S T

IM

A

T E

D B

Y D

R A

F T

E D

B Y

C H

E C

K E

D B

Y K

D

E T

R

IC

K M

. H U

N T

M . H

U N

T M

M

O R

R

IS

S E

Y

LAKE ONTARIO

LONG

ISLAND

SOUND 8

SYRACUSE

UTICA

ROCHESTER

BUFFALO

HORNELL

WATERTOWN

ATLANTI

C

OCEAN

CONN.

LONG ISLAND

BINGHAMTON

POUGHKEEPSIE

ALBANY

PENNSYLVANIA

V E

R M

O N

T

NEW YORK CITY

NEW

YORK

LONG ISLAND

SOUND

NEW

JERSEY

LAKE

ERIE

C A N

A D

A

CANADA

CANADA

P E

N N

C O

N N

M A

S S

HAUPPAUGE

WASHINGTON COUNTY

123-184

N . H

A Y

E S

A . B

R O

W N

N . H

A Y

E S

SUBMISSION: PSE AUGUST 2025

FEDERAL AID PROJECT

P.I.N. 1762.25.

D041305

WASHINGTON COUNTY, NEW YORK

TOWNS OF EASTON AND GRANVILLE

BRIDGE REHABILITATION

& CR 24 OVER METTAWEE RIVER (BIN 3306810)

HEGEMEN BRIDGE ROAD OVER BATTENKILL (BIN 3306350)

BRIDGE JOINT REPLACEMENT -

WASHINGTON COUNTY

9 SHEETS

FOR:

PREPARED

383 BROADWAY, FORT EDWARD NY 12828

OF PUBLIC WORKS

WASHINGTON COUNTY DEPARTMENT FED. ROAD REG. NO. STATE TOTAL SHEETS

9N.Y.1

/2

/2

N

P ro je c ts

\2 \1

-1

W a s h in g to n C o

J o in t R e p la c e m e n t\

W o rk in g \C

A D

D \d g n c o n n e c t\ c p h c o v .d g n

M o rr iM

M

F

IL

E N

A M

E

U S

E R

D A

T E

/T

IM

E

P L

O T n y p d f.

p lt c fg

:1

:5

P

M

SHEET NO.

CREIGHTON MANNING ENGINEERING, PLLC

2 WINNERS CIRCLE - ALBANY - NEW YORK - 12205

P: (518) 446-0396 F: (518) 446-0397 WWW.CMELLP.COM

APPROVED BY

DATE

N

DEBORAH DONOHUE, P.E.

SUPERINTENDENT,

PREPARED & RECOMMENDED BY

DATEMATTHEW J. HUNT, P.E.

CREIGHTON MANNING ENGINNERING & SURVEYING, PLLC

(NOT TO SCALE)

BIN 3306810

PROJECT LOCATION

BIN 3306350

PROJECT LOCATION

WASHINGTON COUNTY DEPARTMENT OF PUBLIC WORKS

© 2025 Microsoft Corporation © 2025 TomTom

08/22/2025

BrownAJ Stamp

BrownAJ Stamp

INDEX & ESTIMATE IND-01

GENERAL NOTES:

PERMISSION FROM THE ENGINEER BEFORE PROCEEDING.

CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY THE ENGINEER. THE CONTRACTOR SHALL OBTAIN WRITTEN

WAY. SHOULD THE CONTRACTOR DISTURB OR ENCOUNTER ANY SUCH MATERIALS, THE

MATERIALS. IT IS THE EXPRESS INTENT OF THIS CONTRACT THAT THESE MATERIALS ARE NOT TO BE DISTURBED IN ANY

THIS CONTRACT DOES NOT REQUIRE THE DISTURBANCE, DESTRUCTION OR REMOVAL OF ANY OF THESE

NO KNOWN ASBESTOS CONTAINING MATERIALS ARE BELIEVED TO EXIST AND/OR THE WORK TO BE PERFORMED UNDER

ALL SHOP DRAWINGS FOR THIS PROJECT SHALL BE PREPARED IN U.S. CUSTOMARY UNITS.

DIMENSIONED.

CLARITY. ALL OTHER DETAILS FOR WHICH NO SCALE IS SHOWN ARE DRAWN PROPORTIONALLY AND ARE FULLY

DETAILS ON THE DRAWINGS LABELED AS “NOT TO SCALE” ARE INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL

DESIGN LIVE LOAD: HS 20

THE LOAD RATINGS ARE IN ACCORDANCE WITH THE AASHTO MANUAL FOR BRIDGE EVALUATION.

MAINTENANCE MANUAL FOR ROADWAYS AND BRIDGES.

MAINTAINED IN ACCORDANCE WITH THE GUIDELINES CONTAINED IN THE CURRENT VERSION OF THE AASHTO THIS BRIDGE, INCLUDING EXISTING ELEMENTS AND THOSE REPAIRED OR REPLACED UNDER THIS CONTRACT, SHALL BE

PROVISIONS IN EFFECT AS OF SEPTEMBER 2025.

CONSTRUCTION SPECIFICATIONS: NYSDOT STANDARD SPECIFICATIONS - CONSTRUCTION AND MATERIALS WITH ALL

SUBSTRUCTURE NOTES:

EXPANSION JOINTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS CONCRETE ITEMS IN THE CONTRACT.

THE COST OF ALL JOINT MATERIAL AND WATERSTOPS AT CONCRETE CONSTRUCTION JOINTS, CONTRACTION AND

RECONSTRUCTION NOTES:

PROTECT IT DURING CONSTRUCTION OR REMOVE AND REMOUNT IT AFTER CONSTRUCTION IS COMPLETED.

IF THE STRUCTURE HAS A BRIDGE IDENTIFICATION NUMBER (B.I.N.) PLATE ATTACHED, THE CONTRACTOR SHALL

DETAILS SEALED BY A REGISTERED NEW YORK STATE PROFESSIONAL ENGINEER TO THE ENGINEER FOR APPROVAL.

AND THE GROUT SUPPLIERS’ RECOMMENDATIONS. THE CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS AND ACTUAL EDGE DISTANCE TO THE ROD/BAR, THE PROXIMITY TO OTHER RODS/BARS, ESTIMATED CONCRETE STRENGTH, OF THE ANCHOR ROD AND/OR REINFORCING BAR. THE CALCULATIONS SHALL BE BASED ON THE SIZE OF THE ROD/BAR, CONTRACTOR’S ENGINEER SHALL DETERMINE THE DEVELOPMENT LENGTH REQUIRED TO DEVELOP THE FULL STRENGTH THE EMBEDMENT DEPTH SHOWN IN THE PLANS FOR DRILLING AND GROUTING IS FOR ESTIMATING PURPOSES ONLY. THE

ITEMS IN THE CONTRACT.

PAYMENT FOR THIS WORK. THE COST SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS CONCRETE REPAIR CONCRETE, THE SURFACES SHALL BE AIR CLEANED THEN PRE-WET FOR 12 HOURS. THERE WILL BE NO SEPARATE ALL CONCRETE SURFACES RECEIVING NEW CONCRETE SHALL BE SANDBLASTED. PRIOR TO THE APPLICATION OF NEW

STRUCTURAL CONCRETE

AREAS OF CONCRETE DETERIORATION SHALL BE REPAIRED USING ITEM 582.0051 - REMOVAL AND REPLACEMENT OF

REQUIRING REPAIRS BY THE CONTRACTOR.

THE TIME OF CONTRACT PREPARATION HAVE BEEN SHOWN TO INDICATE THE APPROXIMATE EXTENT OF DETERIORATION INSPECTION BY THE DESIGNER. ALL MAJOR AREAS OF SPALLING, SCALING, AND CRACKING KNOWN TO EXIST AT THE DETAILS SHOWN IN THE CONTRACT PLANS INDICATE THE SPALLS, SCALES AND CRACKS NOTED FROM A FIELD

CONTRACT.

OR OTHER PROTECTIVE DEVICES SHALL BE INCLUDED IN THE UNIT PRICE BID USING THE APPROPRIATE ITEMS IN THE THE COST OF FURNISHING, INSTALLING, MAINTAINING, REMOVING AND DISPOSING OF ALL PLATFORMS, NETS, SCREENS

BY THE CONTRACTOR AT NO COST TO THE COUNTY.

ALL MATERIAL FALLING ON THE AREA BELOW AND ADJACENT TO THE BRIDGE SHALL BE REMOVED AND DISPOSED OF

PROTECTION IS PROVIDED.

ADEQUATE PROTECTIVE DEVICES ARE NOT BEING EMPLOYED, THE WORK SHALL BE STOPPED UNTIL ADEQUATE MATERIAL. PLATFORMS, NETS, SCREENS OR OTHER PROTECTIVE DEVICES SHALL BE USED TO CATCH THE MATERIAL. IF TO THE AREA BELOW THE BRIDGE EXCEPT WHERE THE PLANS SPECIFICALLY PERMIT THE DROPPING OF DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT DROP WASTE CONCRETE, DEBRIS, AND OTHER MATERIAL

DISPOSAL AREA AND TRANSPORTATION TO THAT AREA SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THOSE ITEMS.

WHEN ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED OF, THE COST OF SUPPLYING A

AT THE EXPENSE OF THE CONTRACTOR.

THE DAMAGED MATERIALS SHALL BE REPAIRED OR REPLACED IN A MANNER SATISFACTORY TO THE ENGINEER DAMAGES ANY MATERIALS WHICH ARE TO REMAIN IN PLACE OR WHICH ARE TO REMAIN THE PROPERTY OF THE STATE, OR WHICH ARE TO REMAIN THE PROPERTY OF THE STATE, WILL NOT BE DAMAGED. IF THE CONTRACTOR THE CONTRACTOR SHALL PERFORM ALL WORK WITH CARE SO THAT ANY MATERIALS WHICH ARE TO REMAIN IN PLACE, THE WORK IN ACCORDANCE WITH FIELD CONDITIONS.

MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND WORK QUANTITIES. THE CONTRACTOR SHALL PERFORM PREPARED BASED ON FIELD INSPECTION AND OTHER INFORMATION AVAILABLE AT THE TIME. ACTUAL FIELD CONDITIONS ACCURATELY DETERMINED PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACT DOCUMENTS HAVE BEEN DUE TO THE NATURE OF RECONSTRUCTION PROJECTS, THE EXACT EXTENT OF RECONSTRUCTION WORK CANNOT BE

SUPERSTRUCTURE NOTES:

ISOLATING THE AREA TO BE SPRAYED FROM THE WATERWAY BY THE USE OF TARPS OR OTHER BARRIER- TAKEN TO PREVENT SPRAYED SEALER FROM ENTERING THE WATERWAY BY ROLLING THE SEALER OR BY PHYSICALLY OPEN DRAINS SHALL BE COVERED TO PREVENT CONTAMINATION OF THE WATERWAY. CARE SHALL BE SEALER, ANY OPENINGS IN THE SURFACE OF THE BRIDGE DECK OR IN THE WALKING SURFACE, SUCH AS SCUPPERS OR MATERIALS TO SOAK UP OR CONTAIN ANY ACCIDENTAL SPILLS. PRIOR TO THE APPLICATION OF THE THAT WILL PREVENT CONTAMINATION OF THE WATERWAY. THE CONTRACTOR SHALL HAVE AVAILABLE FOR IMMEDIATE USE INSTRUCTIONS REQUIRE MIXING OF THE SEALER PRIOR TO APPLICATION, MIXING SHALL OCCUR IN A MANNER CARE SHALL BE TAKEN TO PREVENT CONTAMINATION OF THE WATERWAY BY THE SEALER. IF THE MANUFACTURER’S

OVERLAYS.

PROTECTIVE SEALING OF STRUCTURAL CONCRETE ON NEW BRIDGE DECKS AND BRIDGE DECK

TOP SURFACES OF NEW BRIDGE DECKS AND APPROACH SLABS SHALL BE SEALED IN ACCORDANCE WITH ITEM 559.01 –

REMOVAL NOTES:

RECORD PLANS FOR THIS STRUCTURE ARE AVAILABLE AT THE WASHINGTON COUNTY DEPARTMENT OF PUBLIC WORKS.

INDEX TOTAL NUMBER OF SHEETS: 9

NUMBER

SHEET

DESCRIPTION DRAWING NUMBER

1 COVER COVER

2 INDEX AND ESTIMATE IND

3 WORK ZONE TRAFFIC CONTROL NOTES WZN

4 JOINT REPLACEMENT PLAN - 1 ST1-1

5 BRIDGE SECTION - 1 ST1-2

6 JOINT REPLACEMENT SECTIONS - 1 ST1-3

7 ST2-1

8 ST2-2

9 ST2-3

JOINT REPLACEMENT PLAN - 2

BRIDGE SECTION - 2

JOINT REPLACEMENT SECTIONS - 2

ESTIMATE OF QUANTITIES

ITEM NO. DESCRIPTION UNIT

556.0202 EPOXY-COATED BAR REINFORCEMENT FOR STRUCTURES LB

559.01 PROTECTIVE SEALING OF STRUCTURAL CONCRETE ON NEW BRIDGE, DECKS AND BRIDGE OVERLAYS SF

567.60 ARMORLESS BRIDGE JOINT SYSTEM LF

580.01 REMOVAL OF STRUCTURAL CONCRETE CY

582.0051 REMOVAL AND REPLACEMENT OF STRUCTURAL CONCRETE CY

586.0201 DRILLING AND GROUTING BOLTS OR REINFORCEMENT BARS EACH

619.01 LS

637.11 MNTH

697.03 DC

BASIC WORK ZONE TRAFFIC CONTROL

ENGINEER'S FIELD OFFICE - TYPE 1

FIELD CHANGE PAYMENT

698.05 FUEL PRICE ADJUSTMENT DC

698.06 STEEL/IRON PRICE ADJUSTMENT DC

699.040001 MOBILIZATION LS

QUANTITY

35000

566.02 MODULAR EXPANSION JOINT SYSTEM - TWO CELL LF 30

567.99 PERFORMANCE CONCRETE QUALITY ADJUSTMENT QU 1

608.01030008 REMOVAL AND REPLACEMENT OF CONCRETE SIDEWALK AND SUBBASE COURSE SY 5

BIN 3306810

BIN 3306350

BRIDGES CULVERTSPIN 1762.25

COUNTY: WASHINGTON

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

JO

B

M A

N A

G E

R D

E S

IG

N

S U

P E

R V

IS

O

R P

R O

JE

C

T M

A N

A G

E R

D E

S

IG

N D

R A

FT

IN

G C

H E

C K

C H

E C

K

BRIDGE JOINT REPLACEMENT

K . D

E T

R

IC

K M

. M O

R R

IS

E

Y M

. H U

N T

A . B

R O

W N

N . H

A Y

E S

M . H

U N

T M

. H U

N T

/2

/2

N P ro je ct s\

\1

-1

W a sh in g to n C o

J o in t R e p la ce m e n t\ W o rk in g \C

A D

D \d g n co n n e ct

\1 cp h in d -0

.d g n

F

IL

E N

A M

E

U S

E R

D

A T

E /T

IM

E

P

LO

T n y_ p d f.

p ltc fg

1:

:4

P M

B ro w n

A J

TOWNS OF EASTON AND GRANVILLE

Department of Public Works County Road • County Road Machinery • Car Pool

Deborah Donohue, P.E.

Superintendent

D041305

HEGEMAN BRIDGE ROAD OVER BATTEN KILL

CR24 OVER METTAWEE RIVER

WORK ZONE TRAFFIC CONTROL NOTES WZN-01

GENERAL NOTES:

CHANNELIZING DEVICES:

TOLERANCE NOTE:

SHORT DURATIONS NOT TO EXCEED ONE WORK SHIFT.

OF DRUMS, EXTRA TALL CONES, OR OVERSIZED VERTICAL PANELS ONLY AT A MAXIMUM SPACING OF 20 FEET FOR

TRAVELED WAY THAT IS 100 FEET OR LESS IN LENGTH WILL BE ALLOWED WITH CHANNELIZING DEVICES CONSISTING

LIMIT OF 45 MPH AND LESS, A DROP-OFF OF GREATER THAN 24 INCHES WITHIN 10 FEET FROM THE EDGE OF THE

THE END OF THE WORK SHIFT SHALL BE SEPARATED FROM TRAFFIC WITH POSITIVE BARRIER. FOR POSTED SPEED

A DROP-OFF GREATER THAN 24 INCHES WITHIN 10 FEET FROM THE EDGE OF THE TRAVELED WAY TO REMAIN AT 2.

LATERAL CLEARANCE TO THE TRAVELED WAY.

WHERE POSSIBLE, ALL CHANNELIZING AND GUIDING DEVICES ARE TO BE PLACED SO AS TO PROVIDE A MINIMUM 2' 1.

WORK ZONES.

CONSIDER CLOSURE WIDTH AND THE ABILITY TO ACCOMMODATE WIDE LOAD VEHICLES BEFORE ESTABLISHING 7.

FORM, OR THE CONSTRUCTION INCIDENT REPORTING SYSTEM, AS APPROPRIATE.

WORK ZONE INCIDENTS SHALL BE DOCUMENTED AND REPORTED USING EITHER THE NYSDOT WORK ZONE INCIDENT 6.

RESTRICTIONS AT WWW.511NY.ORG, WWW.DOT.NY.GOV/PROJECTS, AND WITH ENGINEER.

PLAN AHEAD TO AVOID CONFLICTING WORK ZONES. CHECK FOR CONSTRUCTION PROJECTS, CLOSURES, AND 5.

REGIONAL HIGH-VOLUME RESTRICTIONS SHALL BE FOLLOWED. CONSULT WITH ENGINEER IF EXCEPTION NEEDED.4.

YORK STATE POLICE, THE RESIDENT ENGINEER, AND THE LOCAL POLICE.

WRITING, TO THE ENGINEER. THE ENGINEER WILL PROVIDE THE SUBMITTED INFORMATION TO COUNTY, THE NEW

MATERIALS, AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE NORMAL WORKING HOURS SHALL BE PROVIDED, IN

THE NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF STAFF WHO ARE AUTHORIZED TO SECURE LABOR, 3.

OF SUCH REVISIONS.

SCOPE MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL THIRTY (30) WORK DAYS PRIOR TO IMPLEMENTATION

REVISIONS, EXCEPT FOR CHANGES THAT ALTER THE SCOPE OF THE TRAFFIC CONTROL PLAN. SUCH CHANGES IN

REVIEW AND APPROVAL FIVE (5) WORK DAYS PRIOR TO THE PLANNED IMPLEMENTATION OF SUCH PROPOSED

PROPOSED REVISIONS TO THE TRAFFIC CONTROL PLAN SHALL BE PROVIDED, IN WRITING, TO THE ENGINEER FOR 2.

REQUIREMENTS.

THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND IN THE MUTCD REFLECT THE MINIMUM 1.

OR A CONTEXT SPECIFIC TOLERANCE IS SPECIFIED.

TOLERANCE ARE NOT CUMULATIVE. ABOVE DOES NOT APPLY WHEN ANY RANGE, MAXIMUM OR MINIMUM DIMENSION 2.

(e.g. TOLERANCE FOR 3' IS 3.6" AND TOLERANCE FOR 10' IS 6").

- OTHERWISE, TOLERANCE FOR EACH DIMENSION IS THE LESSER OF 10% OF THE NOMINAL DIMENSION SHOWN OR 6"

0.005").

DIMENSION IS ONE HALF OF THE LAST SIGNIFICANT DIGIT IN THE UNITS SHOWN. (e.g. 1.0' IS 0.05' AND 1.00" IS

- WHEN A DECIMAL POINT WITH SIGNIFICANT DIGIT(S) TO THE RIGHT OF IT IS/ARE PRESENT-TOLERANCE FOR EACH

ALL DIMENSIONS ON ANY 619 STANDARD SHEET ARE NOMINAL.1.

ACTIVITY AREA:

AREAS.

ENSURE THERE ARE NO CONFLICTING SIGNS AND THAT LANE CONTINUITY IS MAINTAINED THROUGHOUT ALL WORK

WHEN TWO OR MORE AREAS ARE ADJACENT, OVERLAP, OR ARE IN CLOSE PROXIMITY, THE CONTRACTOR SHALL 2.

ALTERNATE SIDES OF THE ROADWAY, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

A 500' MINIMUM LONGITUDINAL DISTANCE SHALL BE MAINTAINED BETWEEN CONSTRUCTION OPERATIONS ON 1.

PROTECTIVE VEHICLES:

SHALL BE UTILIZED WHERE AVAILABLE.

DIRECT VERBAL COMMUNICATION BETWEEN THE PROTECTIVE VEHICLES AND THE WORK VEHICLE(S)/EQUIPMENT 9.

VEHICLE AND THE ACTIVE WORK AREA (ROLL AHEAD DISTANCE).

NO WORK ACTIVITY, EQUIPMENT, VEHICLES AND/OR MATERIALS SHALL BE LOCATED BETWEEN THE PROTECTIVE 8.

STRIPING AND LANE TO MAINTAIN LANE DISCIPLINE AND TO STAY IN LANE IF STRUCK.

OFF) OR PARK/NEUTRAL (AUTOMATIC TRANSMISSIONS). THE FRONT WHEELS SHALL BE ALIGNED WITH THE LANE

POSITIONED PARALLEL TO TRAFFIC, PARKING BRAKE SET, PLACED IN 2ND GEAR (MANUAL TRANSMISSIONS/ENGINE

VEHICLE HAS BEEN APPROPRIATELY PLACED, IT SHOULD BE UNOCCUPIED. UNOCCUPIED VEHICLE SHALL BE

IN A STATIONARY OPERATION THAT OCCUPIES A LOCATION FOR MORE THAN 1 HOUR, ONCE THE PROTECTIVE 7.

POSSIBLE. TWO-WAY RADIOS SHOULD BE USED TO COMMUNICATE BETWEEN THE OPERATOR AND THE WORK CREW.

MAINTAIN LANE DISCIPLINE AND TO STAY IN LANE IF STRUCK. THE PARKING BRAKE SHALL BE SET WHENEVER

ADJUSTED, MAINTAIN VEHICLE SPACING, AND KEEP THE WHEELS ALIGNED WITH THE LANE STRIPING AND LANE TO

OPERATOR SHALL REMAIN IN THE PROTECTIVE VEHICLE WITH THE SAFETY BELT AND HEADREST PROPERLY

IN A MOVING OPERATION OR A STATIONARY OPERATION THAT OCCUPIES A LOCATION FOR UP TO 1 HOUR, THE 6.

LIGHTS), OR SIDE-VIEW MIRRORS ON THE VEHICLE, OR TRUCK MOUNTED ARROW BOARDS.

ADVANCE WARNING VEHICLE, THEY SHALL NOT OBSTRUCT VISIBILITY OF ANY LIGHTS (TAILLIGHTS OR WARNING

SIGN MESSAGES IT IS REFERRED TO AS AN ADVANCE WARNING VEHICLE. WHEN SIGNS ARE MOUNTED ON AN

WHEN A PROTECTIVE VEHICLE IS USED IN ADVANCE OF EITHER MOVING OR STATIONARY OPERATIONS TO DISPLAY 5.

STATIONARY OPERATION, IT IS REFERRED TO AS A BARRIER VEHICLE(S).

WHEN A PROTECTIVE VEHICLE(S) IS USED BETWEEN THE WORK VEHICLE (CREW) OR HAZARD AND THE TRAFFIC IN A 4.

MOVING OPERATION, IT IS REFERRED TO AS A SHADOW VEHICLE(S).

WHEN A PROTECTIVE VEHICLE(S) IS USED BETWEEN THE WORK VEHICLE (CREW) OR HAZARD AND THE TRAFFIC IN A 3.

WEIGHT (GVW) LESS THAN WHAT IS MINIMALLY REQUIRED BY THE MANUFACTURER OF THE TMIA.

- TRUCK/TRAILER MOUNTED IMPACT ATTENUATORS SHALL NOT BE MOUNTED/INSTALLED ON VEHICLES WITH A GROSS

- THE BALLAST WEIGHT WILL NOT EXCEED THE MANUFACTURER'S GROSS VEHICLE WEIGHT RATING (GVWR).

- THE BALLAST WILL NOT SEPARATE FROM THE VEHICLE UPON IMPACT AND

ADMINISTRATION (FMCSA) CARGO SECUREMENT RULES, SUCH THAT:

OTHERWISE SECURELY FASTENED TO THE VEHICLE PURSUANT TO FEDERAL MOTOR CARRIER SAFETY

UP TO THE INDICATED WEIGHT PROVIDED THE BALLAST IS SECURELY CONTAINED WITHIN AN ENCLOSED BODY OR

ATTENUATOR (TMIA, SEE TABLE 011-01 ON SHEET 619-011). BALLAST MAY BE USED TO BRING A LIGHTER VEHICLE

OF ANY HIGH SPEED ROAD (45 MPH), IT SHALL BE EQUIPPED WITH A DEPLOYED TRUCK/TRAILER MOUNTED IMPACT

IF THE PROTECTIVE VEHICLE ENCROACHES INTO THE TRAVEL LANE, OR IF IT REMAINS ENTIRELY ON THE SHOULDER 2.

- PROTECTIVE VEHICLE HEAVY (PVH) SHALL HAVE A MINIMUM GVW OF 22,000 LBS. OR GREATER.

- PROTECTIVE VEHICLE LIGHT (PVL) SHALL HAVE A MINIMUM GVW OF 9,500 LBS. OR GREATER.

PROTECTIVE VEHICLES ARE DIVIDED INTO 2 CATEGORIES BASED ON THE GROSS VEHICLE WEIGHT (GVW):1.

SIGNS:

NOT BE USED. USE RETRO REFLECTORIZED RIGID SIGNS FOR NIGHTTIME WORK.

OR PARKED CARS). FLEXIBLE SIGNS SHALL BE MOUNTED AT LEAST ONE FOOT ABOVE GRADE. MESH SIGNS SHALL

WORK. RIGID SIGNS MUST BE MOUNTED AT LEAST 5 FEET ABOVE GRADE (7 FEET WHERE THERE ARE PEDESTRIANS

RIGID AND FLEXIBLE "ROLL-UP" SIGNS MAY BE USED FOR MOBILE, SHORT DURATION AND SHORT-TERM STATIONARY 6.

NYR9-12 SHALL BE USED IN PLACE OF NYR9-11 WHEN A REDUCED REGULATORY SPEED LIMIT SIGN IS AUTHORIZED.5.

DIMENSIONS SHALL BE APPROVED BY THE ENGINEER.

THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESCRIBED IN THE MUTCD. ANY CHANGES TO THE 4.

SIGHT.

SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A MOTORIST'S LINE OF 3.

LOCATION UNLESS OTHERWISE REPLACED IN THIS CONTRACT.

THE ENGINEER. ALL APPROPRIATE EXISTING SIGNS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR

TEMPORARY TRAFFIC CONTROL SIGN LAYOUT SHALL BE COVERED, REMOVED, STORED OR RESET, AS APPROVED BY

FOR LONG TERM WORK DURATIONS, ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS, WHICH CONFLICT WITH THE 2.

TO APPROVAL OF THE ENGINEER.

ADJUSTED BASED ON SIGHT DISTANCE AND OTHER CONSIDERATIONS. THE FINAL LOCATIONS OF SIGNS ARE SUBJECT

THE LOCATIONS OF THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS AND DETAILS MAY BE 1.

LANE WIDTHS:

BY THE ENGINEER.

TEMPORARY BICYCLE ACCOMMODATIONS SHALL NOT BE LESS THAN WHAT CURRENTLY EXISTS UNLESS AUTHORIZED 4.

MAINTAINED UNLESS OTHERWISE AUTHORIZED BY THE ENGINER.

IF THE WORK ZONE AFFECTS PEDESTRIANS, A MINIMUM PEDESTRIAN PATHWAY WIDTH OF 5 FEET SHALL BE 3.

ENGINEER MAY NOTIFY THE REGIONAL PERMIT ENGINEER IN A TIMELY MANNER.

PERFORMING ANY WORK THAT RESULTS IN THE REDUCED WIDTH OF AN EXISTING ROADWAY, SO THAT THE

A WRITTEN NOTE SHALL BE PROVIDED TO THE ENGINEER, A MINIMUM OF 21 CALENDAR DAYS IN ADVANCE OF 2.

ROADWAYS IS 10'.

FOLLOWS: FREEWAYS AND/OR EXPRESSWAYS IS 11'. THE MINIMUM LANE WIDTH FOR ALL OTHER TYPES OF

UNLESS AUTHORIZED BY THE ENGINEER, THE MINIMUM LANE WIDTHS FOR WORK ZONE TRAVEL LANES SHALL BE AS 1. PUBLIC ACCESS:

SHALL BE OPEN AT ALL TIMES. ACCESS SHALL BE RESTORED TO ALL DRIVEWAYS AS SOON AS POSSIBLE.

PRIOR TO RESTRICTING USE OF THE DRIVEWAY. FOR MULTIPLE ACCESS PROPERTIES, AT LEAST ONE DRIVEWAY

PROPERTY OWNERS WHOSE DRIVEWAYS WILL BE MADE INACCESSIBLE SHALL BE NOTIFIED AT LEAST 24 HOURS 1.

LANE CLOSURES:

EACH ARROW PANEL SHALL BE VISIBLE 1500 FEET IN ADVANCE FROM ANY POINT WITHIN THE ROADWAY.3.

EMERGENCY PURPOSES. THIS COULD INCLUDE INCIDENTS AT LOCATIONS OUTSIDE THE CONTRACT LIMITS.

THE ENGINEER MAY REQUIRE THAT ALL LANES BE RE-OPENED AT ANY TIME IF THE ROUTE IS NEEDED FOR 2.

EXTENT CONDITIONS PERMIT.

LANE CLOSURES SHALL BE LOCATED TO PROVIDE OPTIMUM VISIBILITY, I.E. BEFORE CURVES AND CRESTS, TO THE 1.

WORK DURATION DEFINITIONS:

CLOSURES, ETC.

OTHER OPERATIONS INCLUDING MOWING, MULCHING/HERBICIDE OPERATIONS, TEMPORARY ROAD/INTERSECTION B.

STOP AND GO OPERATIONS - WORK THAT COMPLETES WITHIN 5 MINUTES AND ALLOWS WORKERS ON FOOT.A.

SPECIAL OPERATIONS INCLUDE:

SPECIAL OPERATIONS ARE WORK OPERATIONS THAT DO NOT FIT INTO ONE OF THE ABOVE FIVE CATEGORIES. 2.

NOTES N1 TO N10 NOTES ON NIGHTTIME WORK.

INVOLVE WORKERS ON FOOT. IT CAN BE PERFORMED DURING THE DAYTIME OR AT NIGHT IN ACCORDANCE WITH

LOCATION COMPLETES WITHIN 15 MINUTES. IT IS USED FOR VEHICLE BASED OPERATIONS AND DOES NOT

MOBILE IS WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY WHERE THE WORK AT ANY SPECIFIC E.

DAYTIME OR AT NIGHT IN ACCORDANCE WITH NOTES N1 TO N11 NOTES ON NIGHTTIME WORK.

SHORT DURATION IS WORK THAT OCCUPIES A LOCATION UP TO 1 HOUR. IT CAN BE PERFORMED DURING THE D.

SINGLE DAYLIGHT PERIOD.

SHORT-TERM IS STATIONARY DAYTIME WORK THAT OCCUPIES A LOCATION FOR MORE THAN 1 HOUR WITHIN A C.

TO 3 CONSECUTIVE DAYS, OR NIGHTTIME WORK LASTING MORE THAN 1 HOUR.

INTERMEDIATE-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN ONE DAYLIGHT PERIOD UP B.

LONG-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN 3 CONSECUTIVE DAYS.A.

THERE ARE MAINLY FIVE WORKING DURATIONS:1.

DAILY LANE CLOSURE:

NON-DRIVEABLE SURFACES.

CONTRACTOR PROPOSED MEANS AND METHODS ACCEPTED BY THE ENGINEER SHALL BE EMPLOYED TO COVER ANY

407 WITH TWO LANES OF TRAFFIC BEING AVAILABLE AT THE END OF EACH DAY. ROAD PLATES OR OTHER

WORK SHALL PROGRESS UTILIZING A SHORT-TERM SINGLE LANE CLOSURE AS DETAILED ON STANDARD SHEET 619-1.

BIN 3306810

BIN 3306350

BRIDGES CULVERTSPIN 1762.25

COUNTY: WASHINGTON

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION:

JO

B

M A

N A

G E

R D

E S

IG

N

S U

P E

R V

IS

O

R P

R O

JE

C

T M

A N

A G

E R

D E

S

IG

N D

R A

F T

IN

G

C H

E C

K C

H E

C K

BRIDGE JOINT REPLACEMENT

K

D E

T R

IC

K

M

M O

R R

IS

E

Y M

. H U

N T

A . B

R O

W N

N . H

A Y

E S

M . H

U N

T M

. H U

N T

/2

/2

N

P ro je c ts

\2 \1

-1

W a sh in g to n C o

J o in t R e p la c e m e n t\

W o rk in g \C

A D

D \d g n c o n n e c t\ c p h m p n -0

.d g n

F

IL

E N

A M

E

U S

E R

D A

T E

/T

IM

E

P L

O T n y p d f.

p lt c fg

:5

:5

P

M

B ro w n

A J

TOWNS OF EASTON AND GRANVILLE

Department of Public Works

County Road • County Road Machinery • Car Pool

Deborah Donohue, P.E.

Superintendent

D041305

E

EXC RSL IO

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

ON: 11/21/2025

AFFIX SEAL: MATTHEW J. HUNT, P.E.

ON:

ALTERED BY:

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, NOISSEFO

K

ROY

WNEFO

ETAT

S M

A

T

THE JHUN

T

853 98

R E

E

NI

G N

E

LARP

D E

S N

E

CI

L

W

G R

ID

N O R T H

ST1-3

B

ST1-3

D

ST1-3

E

ST1-3

C

A

ST1-2 A

ST1-2

BIN 3306810

BIN 3306350

BRIDGES CULVERTSPIN 1762.25

COUNTY: WASHINGTON

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION:

JO

B

M A

N A

G E

R D

E S

IG

N

S U

P E

R V

IS

O

R P

R O

JE

C

T M

A N

A G

E R

D E

S

IG

N D

R A

F T

IN

G

C H

E C

K C

H E

C K

BRIDGE JOINT REPLACEMENT

K

D E

T R

IC

K

M M

O R

R

IS

S E

Y M

H u n t A

B ro w n N

H ay es

M

H u n t

M

H u n t

/2

/2

N

P ro je c ts

\2 \1

-1

W a sh in g to n C o

J o in t R e p la c e m e n t\

W o rk in g \C

A D

D \d g n c o n n e c t\

B a tt e n K il l\ c p b g e n .d g n

F

IL

E N

A M

E

U S

E R

D A

T E

/T

IM

E

P L

O T n y p d f.

p lt c fg

:1

:1

A

M

D et ri K

H

TOWN OF EASTON & GRANVILLE

Department of Public Works

County Road • County Road Machinery • Car Pool

Deborah Donohue, P.E.

Superintendent

D041305

HEGEMAN BRIDGE ROAD OVER BATTEN KILL

CR24 OVER METTAWEE RIVER

BRIDGE PLAN - NORTHBRIDGE PLAN - SOUTH

KILL

HEGEMAN BRIDGE RD. OVER BATTEN

JOINT REPLACEMENT PLAN - 1

ST1-1

0 2 4 6 8'2

3/16" = 1'

BRIDGE RAIL (TYP.)

'-0

R

O A

D W

A Y

LEGEND:

REMOVAL OF STRUCTURAL CONCRETE

ITEM 582.0051

1'-0" 1'-6"

JOINT HEADER

JOINT SEAL

REPLACEMENT OF STRUCTURAL CONCRETE

ITEM 582.0051

- NEW HEADER

ARMOURLESS BRIDGE JOINT SYSTEM

ITEM 567.60

- NEW JOINT SEAL

ARMOURLESS BRIDGE JOINT SYSTEM

ITEM 567.60

NOTE:

557 OF TABLE MP 501-2

APPROACH SLAB SHALL CONFORM TO CONCRETE

REPAIR CONCRETE FOR BRIDGE DECK AND 2.

SYMMETRIC ABOUT THE CENTERLINE OF BRIDGE.

REMOVAL/RECONSTRUCTION WORK IS

AND HALF OF THE NEW JOINT.

PLAN VIEW SHOWS HALF OF THE REMOVAL WORK 1.

BRIDGE DECK FASCIA (TYP.)

(SEE NOTE 1)

ROADWAY

� OF BRIDGE AND

DECK TO REMAIN

EXISTING BRIDGE

TO REMAIN (TYP.)

EXISTING WINGWALL

WINGWALL TO REMAIN (TYP.)

EXISTING CONCRETE

SLAB (TYP.)

EDGE OF APPROACH

SHOULDER

3'-0"

TRAVEL LANE

11'-0"

TRAVEL LANE

11'-0"

SHOULDER

3'-0"

(TYP.)

3"±

(TYP.)

1'-0"

10"

EXISTING JOINT SYSTEM

O U

T T

O O

U T

SLAB TO REMAIN

CONCRETE APPROACH

SLAB TO REMAIN

CONCRETE APPROACH

REMOVAL OF STRUCTURAL CONCRETE

ITEM 580.01

BACKWALL TO REMAIN (TYP.)

REAR FACE OF EXISTING

(SEE NOTE 1)

O U

T T

O O

U T

'-0

R

O A

D W

A Y

LI

M

IT

O

F C

O N

C R

E T

E S

LA

B

R E

C O

N S

T R

U C

T

IO

N

LI

M

IT

O

F B

R

ID

G E

J O

IN

T

A N

D C

O N

C R

E T

E D

E C

K R

E C

O N

S T

R U

C T

IO

N

LI

M

IT

O

F B

R

ID

G E

J O

IN

T

A N

D C

O N

C R

E T

E D

E C

K R

E M

O V

A L

LI

M

IT

O

F C

O N

C R

E T

E S

LA

B

R E

M O

V A

L

LI

M

IT

O

F C

O N

C R

E T

E S

LA

B

R E

C O

N S

T R

U C

T

IO

N

LI

M

IT

O

F C

O N

C R

E T

E S

LA

B

R E

M O

V A

L

LI

M

IT

O

F B

R

ID

G E

J O

IN

T

A N

D C

O N

C R

E T

E D

E C

K R

E C

O N

S T

R U

C T

IO

N

LI

M

IT

O

F B

R

ID

G E

J O

IN

T

A N

D C

O N

C R

E T

E D

E C

K R

E M

O V

A L

(TYP.)

"2

12"

1'-0"

1'-0"

10"

1'-0"

(TYP.)

"4

(TYP.)

"±2

1'-6"

(TYP.)

1'-0"

1'-0"

OF JOINT� OF JOINT�

JOINT SEAL

JOINT HEADER

- TWO CELL

MODULAR EXPANSION JOINT SYSTEM

ITEM 566.02

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

ON: 11/21/2025

AFFIX SEAL: MATTHEW J. HUNT, P.E.

ON:

ALTERED BY:

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, K

ROY

WNEFO

ETAT

S M

A

T

THE JHUN

T

853 98

R E

E

NI

G N

E

LARP

D E

S N

E

CI

L

W

SHOULDER

3'-0"

TRAVEL LANE

11'-0"

TRAVEL LANE

11'-0"

3'-0"

OUT TO OUT

30'-0"

2'-0"

4 SPACES @ 6'-6" = 26'-0"

NOTES:

CENTERLINE OF BRIDGE.

JOINT. REMOVAL/RECONSTRUCTION WORK IS SYMMETRIC ABOUT THE

SECTION VIEW SHOWS HALF OF THE REMOVAL WORK AND HALF OF THE NEW 4.

MINIMUM OF 25% WHEN INSTALLED.

THE JOINT SEAL PROVIDED AT THE FIXED END SHALL BE COMPRESSED A 3.

INSTALLATION INSTRUCTIONS.

INSTALL NEW PREFORMED CLOSED CELL JOINT SEAL PER MANUFACTURER'S 2.

INSTALLATION OF NEW JOINT SYSTEM.

THE CONTRACTOR SHALL VERIFY DIMENSIONS NECESSARY FOR THE PROPER 1.

HEGEMAN BRIDGE RD. OVER BATTEN KILL

BRIDGE SECTION - 1

ST1-2

"/FT4

"/FT4

5"

ST1-1

A

(NOT TO SCALE)

BRIDGE SECTION - NORTH END

BE REMOVED (SEE NOTE 4)

EXISTING JOINT SYSTEM TO

SYSTEM (SEE NOTE 4)

NEW ARMOURLESS JOINT

REMOVAL OF STRUCTURAL CONCRETE

ITEM 580.01

REMOVAL OF STRUCTURAL CONCRETE

ITEM 582.0051

ARMOURLESS BRIDGE JOINT SYSTEM - JOINT SEAL

ITEM 567.60

REPLACEMENT OF STRUCTURAL CONCRETE

ITEM 582.0051

ARMOURLESS BRIDGE JOINT SYSTEM - JOINT HEADER

ITEM 567.60

LEGEND:

3'-0"

TRAVEL LANE

11'-0"

TRAVEL LANE

11'-0"

3'-0"

OUT TO OUT

30'-0"

4 SPACES @ 6'-6" = 26'-0"

"/FT4

"/FT4

5"

ST1-1

A

(NOT TO SCALE)

BRIDGE SECTION - SOUTH END

BE REMOVED (SEE NOTE 4)

EXISTING JOINT SYSTEM TO

(SEE NOTE 4)

SYSTEM - TWO CELL, ITEM 566.02

NEW MODULAR EXPANSION JOINT

ST1-2

EDGE BEAM

5" DEEP RECESS

SEAL

p" 8

6 -2

1 16

6 -2

1 16

A

(NOT TO SCALE)

MODULAR JOINT SYSTEM DETAIL

ST1-2

OF FASCIA GIRDER�

p" 8

3" MIN. (TYP.)

BY THE MANUFACTURER

SPACING TO BE DETERMINED

ANCHORAGE SYSTEM AND

(NOT TO SCALE)

MODULAR JOINT SYSTEM DETAIL

BIN 3306810

BIN 3306350

BRIDGES CULVERTSPIN 1762.25

COUNTY: WASHINGTON

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION:

JO

B

M A

N A

G E

R D

E S

IG

N

S U

P E

R V

IS

O

R P

R O

JE

C

T M

A N

A G

E R

D E

S

IG

N D

R A

F T

IN

G

C H

E C

K C

H E

C K

BRIDGE JOINT REPLACEMENT

K

D E

T R

IC

K

M M

O R

R

IS

S E

Y M

H u n t A

B ro w n N

H ay es

M

H u n t

M

H u n t

/2

/2

N

P ro je c ts

\2

\1

-1

W a sh in g to n

C o

J o in t R e p la c e m e n t\ W o rk in g

\C A

D D

\d g n c o n n e c t\

B a tt e n

K il l\ c p b ty p

.d g n F

IL

E

N A

M E

U S

E R

D A

T E

/T

IM

E

P L

O T n y p d f.

p lt c fg

:1

:2

A

M

D et ri K

H

TOWN OF EASTON & GRANVILLE

Department of Public Works

County Road • County Road Machinery • Car Pool

Deborah Donohue, P.E.

Superintendent

D041305

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

ON: 11/21/2025

AFFIX SEAL: MATTHEW J. HUNT, P.E.

ON:

ALTERED BY:

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, K

ROY

WNEFO

ETAT

S M

A

T

THE JHUN

T

853 98

R E

E

NI

G N

E

LARP

D E

S N

E

CI

L

W

NOTES:

BID FOR THE VARIOUS CONCRETE ITEMS IN THE CONTRACT.

CONCRETE, THE SURFACES SHALL BE AIR CLEANED AND THEN PRE-WET FOR 12 HOURS. INCLUDE COST IN THE UNIT PRICES

ALL CONCRETE SURFACES RECEIVING NEW CONCRETE SHALL BE SANDBLASTED. PRIOR TO THE APPLICATION OF NEW 14.

DURING CONSTRUCTION, NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO ESCAPE TO ANY WATERS.13.

THE CONTRACTOR.

TO THE AREA BELOW THE BRIDGE. ALL MATERIAL FALLING BENEATH OR ADJACENT TO THE BRIDGE SHALL BE REMOVED BY

DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT BE ALLOWED TO DROP WASTE CONCRETE, DEBRIS, OR OTHER 12.

CALCULATE THE AVERAGE SUPERSTRUCTURE TEMPERATURE.

THE BOTTOM OF THE GIRDER TOP FLANGES. A MINIMUM OF TWO TEMPERATURE READINGS PER SPAN SHALL BE USED TO

THE SUPERSTRUCTURE TEMPERATURE USED TO DETERMINE THE JOINT OPENING SHALL BE THE AVERAGE TEMPERATURE OF 11.

MANUFACTURER'S COMPRESSION LIMITS AT THE "MINIMUM OPENING" NOTED IN THE TABLE.

DIMENSION NOTES AS "MIN. SEAL WIDTH" IN THE JOINT OPENING TABLE. THE SEAL SUPPLIED SHALL NOT EXCEED THE

THE CONTRACTOR SHALL SUPPLY A JOINT SEAL WITH AN UNCOMPRESSED WIDTH EQUAL TO OR GREATER THAN THE 10.

THE "JOINT OPENING" SHALL BE DETERMINED AT THE TIME OF PLACEMENT, USING THE TABLE PROVIDED ON THIS DRAWING.9.

PRICE BID FOR REMOVAL OF STRUCTURAL CONCRETE, ITEM 580.01.

THE COST OF ALL SAWCUTS AND REMOVAL OF THE EXISTING ARMORED JOINT SYSTEM ARE TO BE INCLUDED IN THE UNIT 8.

CONCRETE, ITEM 580.01 AND REPLACED WITH ELASTOMERIC CONCRETE, UNDER ITEM 567.60.

BEYOND THE MINIMUMS SHOWN ON THESE SHEETS WILL BE REMOVED AND PAID FOR UNDER REMOVAL OF STRUCTURAL

DEPTHS OF CONCRETE REMOVAL ARE TO BE APPROVED BY THE ENGINEER. ANY ADDITIONAL CONCRETE TO BE REMOVED

THE WIDTHS AND DEPTHS OF CONCRETE REMOVAL SHOWN ARE THE MINIMUMS REQUIRED. THE MAXIMUM WIDTHS AND 7.

INSTRUCTIONS. COST TO BE INCLUDED IN THE PRICE BID FOR ITEM 567.60.

INSTALL NEW PREFORMED CLOSED CELL FOAM JOINT SEAL PER MANUFACTURER'S CLEANING AND INSTALLATION 6.

ITEM 567.60.

SET TO PROVIDE FRICTION, A.O.B.E. COST TO BE INCLUDED IN THE PRICE BID FOR THE ARMORLESS BRIDGE JOINT SYSTEM, CAST GRIT (FINE AGGREGATE OR SANDBLAST MATERIAL) ON THE SURFACE OF THE ELASTOMERIC CONCRETE PRIOR TO FINAL 5.

PLACE ELASTOMERIC CONCRETE IN EACH BLOCK-OUT AS PER MANUFACTURER'S RECOMMENDATIONS/INSTRUCTIONS.4.

IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

ANCHOR BARS SHALL BE DRILLED AND GROUTED INTO THE EXISTING CONCRETE UNDER UNDER ITEM 586.0201. DEPTH TO BE 3.

STRAIGHT BARS PLACED PARALLEL TO THE JOINT.

HAVE 2" MINIMUM COVER ON ALL SIDES AND A MAXIMUM SPACING OF 1'-0". TRANSVERSE REINFORCEMENT SHALL BE

ALL REINFORCEMENT SHALL BE EPOXY COATED. INCLUDE COST UNDER ITEM 556.0202. ALL HEADER REINFORCEMENT SHALL 2.

CONTRACTOR.

DAMAGED BARS SHALL BE REPAIRED OR REPLACED IN A MANNER SATISFACTORY TO THE E.I.C. AT THE EXPENSE OF THE

EXISTING REBARS DURING THE CONCRETE REMOVAL OPERATION. IF THE CONTRACTOR DAMAGES THE EXISTING REBARS, THE

THE JOINT RECESS PRIOR TO THE PLACEMENT OF THE ELASTOMERIC CONCRETE. CARE SHALL BE TAKEN NOT TO DAMAGE ANY

SAWCUT AND REMOVE CONCRETE AS DETAILED. THE ENGINEER-IN-CHARGE (E.I.C.) SHALL COMPLETELY SOUND AND APPROVE 1.

KILL

HEGEMAN BRIDGE RD. OVER BATTEN

JOINT REPLACEMENT SECTIONS -1

ST1-3

15" 12"±

8½" 4"

ST1-1

B EXISTING SOUTH JOINT REMOVAL SECTION - EXPANSION END

(NOT TO SCALE) ST1-1

C EXISTING NORTH JOINT REMOVAL SECTION - EXPANSION END

(NOT TO SCALE)

ST1-1

E NEW NORTH JOINT SECTION - EXPANSION END

ST1-1

D NEW SOUTH JOINT SECTION - EXPANSION END

LEGEND:

REMOVAL OF STRUCTURAL CONCRETE

ITEM 580.01

REMOVAL OF STRUCTURAL CONCRETE

ITEM 582.0051

ARMOURLESS BRIDGE JOINT SYSTEM - NEW HEADER

ITEM 567.60

REPLACEMENT OF STRUCTURAL CONCRETE

ITEM 582.0051

ARMOURLESS BRIDGE JOINT SYSTEM - NEW SEAL

ITEM 567.60

1'-0"

12"± 12"±

3"±

1 1/2"±

4" 5"5"

TO REMAIN

EXISTING STEEL GIRDER

REMAIN

BARS TO

EXISTING #5

DECK TO REMAIN

EXISTING CONCRETE

BACKWALL TO REMAIN

EXISTING CONCRETE

REMAIN

APPROACH SLAB TO

EXISTING CONCRETE

REMAIN

BARS TO

EXISTING #5

15"±15"±

8½" 4"

1'-0"

12"±12"±

2 1/2"±

1 1/4"±

4"5" 5"

TO REMAIN

EXISTING STEEL GIRDER

REMAIN

BARS TO

EXISTING #5

DECK TO REMAIN

EXISTING CONCRETE

BACKWALL TO REMAIN

EXISTING CONCRETE

REMAIN

APPROACH SLAB TO

EXISTING CONCRETE

REMAIN

BARS TO

EXISTING #5

DIAPHRAGM TO REMAIN

EXISTING STEEL

¡ OF BRGS.

DIAPHRAGM TO REMAIN

EXISTING STEEL

¡ OF BRGS.

15" 12"

8½" 4"

1'-0"

12"

" @ 68°F4

JOINT OPENING

4"

TO REMAIN

EXISTING STEEL GIRDER

DECK TO REMAIN

EXISTING CONCRETE

BACKWALL TO REMAIN

EXISTING CONCRETE

REMAIN

APPROACH SLAB TO

EXISTING CONCRETE

DIAPHRAGM TO REMAIN

EXISTING STEEL

¡ OF BRGS.

15"15"

8½" 4"

1'-0"

12"12"

4"

TO REMAIN

EXISTING STEEL GIRDER

DECK TO REMAIN

EXISTING CONCRETE

BACKWALL TO REMAIN

EXISTING CONCRETE

REMAIN

APPROACH SLAB TO

EXISTING CONCRETE

DIAPHRAGM TO REMAIN

EXISTING STEEL

¡ OF BRGS.

(SEE TABLE)

JOINT OPENING

(NOT TO SCALE)

(NOT TO SCALE)

5" ASSUMED (TYP.)

MAX.

SPACED @ 12"

#5(E) 'L' BAR

MAX.

SPACED @ 12"

#5(E) 'L' BAR

ITEM 586.0201

DRILL & GROUT,

12" EMBEDMENT

(SEE NOTE 3)

ITEM 586.0201

DRILL & GROUT,

6" EMBEDMENT

#5(E) BARS

@ 12" MAX.

#5(E) BAR SPACED

@ 12" MAX.

#5(E) BAR SPACED

6"± @ 68°F

(TYP.)

4" MIN.

BEAMS

EDGE

(TYP.)

SEE NOTE 1

12"

MANUFACTURE (TYP.)

DETERMINED BY THE

AND SPACING TO BE

ANCHORAGE SYSTEM

SEAL

BEAM

SEPARATION

(TYP.)

" PLATE8

CELL, ITEM 566.02

JOINT SYSTEM - TWO

MODULAR EXPANSION

MODULAR JOINT NOTES:

AS APPROVED BY ENGINEER.

ENDS OF BOX SEAL TO BE CAPPED WITH NEOPRENE SPONGE 8.

SUPPLIED JOINT SYSTEM.

BLOCKOUT OR SUPPORT SYSTEM AS A RESULT OF THE

PAYMENT WILL BE MADE FOR THE CHANGES TO THE

THE CONTRACTOR'S RESPONSIBILITY. NO ADDITIONAL

CHANGE TO THE BLOCKOUT OR SUPPORT SYSTEM SHALL BE

END DIAPHRAGM, ETC.) DETAILED IN THE PLANS, THAT

CHANGE TO THE BLOCKOUT SIZE OR SUPPORT SYSTEM (I.E.

SUPPLIED BY THE FABRICATOR/CONTRACTOR REQUIRES A

WIDTH) ARE PLACED ON THE PLANS. IF THE JOINT SYSTEM

THE ASSUMED DIMESIONS OF THE BLOCKOUT (DEPTH AND 7.

NYSDOT APPROVED LIST.

THE SUPPLIER OF THE JOINT SYSTEM MUST BE ON THE 6.

CONTRACTOR'S OPTION.

STRIP SEAL OR BOX SEAL MAY BE USED AT THE 5.

ACCOMODATE THE ACTUAL MODULAR JOINT SUPPLIED.

THE FIELD, BASED ON FEILD VERIFIED DIMENSIONS, TO

RESPONSIBILITY TO ADJUST ALL REQUIRED DIMENSIONS IN

FROM THE ONE SHOWN HERE. IT IS THE CONTRACTOR'S

ONLY. ACTUAL JOINT SUPPLIED MAY VARY SIGNIFICANTLY

MODULAR JOINT SHOWN IS FOR ILLUSTRATIVE PURPOSES 4.

STRUCTURAL SLAB.

ALL SET FOR INSTALLATION IN ITS PREFORMED RECESS IN THE

ASSEMBLED IN THE SHOP AND DELIVERED TO THE JOB SITE

IT IS DESIRABLE TO HAVE THE MODULAR JOINT WITH ITS SEAL 3.

STANDARD SPECIFICATION 566-3.03.

PREPARE EXISTING SURFACES IN ACCORDANCE WITH 2.

INCLUDED IN THE UNIT PRICE OF ITEM 582.0051.

FOR FURNISHING AND PLACING THIS CONCRETE SHALL BE

REPLACEMENT OF STRUCTURAL CONCRETE ITEM, THE COST

SPECIFICATIONS FOR THE CURRENT REMOVAL AND

FOR INSTALLING THE JOINT SYSTEM SHALL COMPLY WITH THE

THE CONCRETE FURNISHED AND PLACED IN THE RECESSES 1.

MIN. (TYP.)

3" COVER

¡ OF JOINT

¡ OF JOINT

¡ OF JOINT ¡ OF JOINT

BIN 3306810

BIN 3306350

BRIDGES CULVERTSPIN 1762.25

COUNTY: WASHINGTON

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION:

JO

B

M A

N A

G E

R D

E S

IG

N

S U

P E

R V

IS

O

R P

R O

JE

C

T M

A N

A G

E R

D E

S

IG

N D

R A

F T

IN

G

C H

E C

K C

H E

C K

BRIDGE JOINT REPLACEMENT

K

D E

T R

IC

K

M M

O R

R

IS

S E

Y M

H u n t A

B ro w n N

H ay es

M

H u n t

M

H u n t

/2

/2

N

P ro je c ts

\2 \1

-1

W a sh in g to n C o

J o in t R e p la c e m e n t\

W o rk in g \C

A D

D \d g n c o n n e c t\

B a tt e n K il l\ c p b se c .d g n

F

IL

E N

A M

E

U S

E R

D A

T E

/T

IM

E

P L

O T n y p d f.

p lt c fg

:1

:1

A

M

D et ri K

H

TOWN OF EASTON & GRANVILLE

Department of Public Works

County Road • County Road Machinery • Car Pool

Deborah Donohue, P.E.

Superintendent

D041305

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

ON:

ALTERED BY:

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, ON: 11/21/2025

AFFIX SEAL: MATTHEW J. HUNT, P.E.

NOISSEFO

K

ROY

WNEFO

ETAT

S M

A

T

THE JHUN

T

853 98

R E

E

NI

G N

E

LARP

D E

S N

E

CI

L

W

6'-10"±

TRAVEL LANE

14'-0"±

TRAVEL LANE

18'-6"±

BRUSH CURB

2'-4"±

1'-1"±

SIDEWALK

5'-8"±

OF BRIDGE¡

20'-10" 20'-10"

CR24 OVER METTAWEE RIVER

BRIDGE SECTION - 2

ST2-2

48" (TYP.)

48"

" PER FT4

" PER FT SLOPE4

1 " PER FT SLOPE4

ST2-1

A BRIDGE SECTION

NOT TO SCALE

" (TYP.)8

LEGEND:

REMOVAL OF STRUCTURAL CONCRETE

ITEM 580.01

REMOVAL OF STRUCTURAL CONCRETE

ITEM 582.0051

ARMOURLESS BRIDGE JOINT SYSTEM - JOINT SEAL

ITEM 567.60

REPLACEMENT OF STRUCTURAL CONCRETE

ITEM 582.0051

ARMOURLESS BRIDGE JOINT SYSTEM - JOINT HEADER

ITEM 567.60

ST2-1

E

(NOT TO SCALE)

CONCRETE BARRIER TO REMAIN (TYP.)

EXISTING CONCRETE SIDEWALK TO REMAINEXISTING CONCRETE BRUSH CURB TO REMAIN

OF JOINT¡

OF JOINT¡

ST2-1

E EXISTING JOINT REMOVAL SECTION - SIDEWALK

(NOT TO SCALE)

ON BRIDGE TO REMAIN (TYP.)

EXISTING CONCRETE SIDEWALK

1'-1"

EXISTING GAP WIDTH

BACKWALL TO REMAIN

EXISTING APPROACH CONCRETE

BRIDGE TO REMAIN

EXISTING CONCRETE SIDEWALK ON

REMAIN

CONCRETE BACKWALL TO

EXISTING APPROACH

INCLUDED IN ITEM 567.60

SEAL, COST TO BE

REMOVE EXISTING JOINT

NEW JOINT SECTION - SIDEWALK

6"± 6"

ST2-1

D

(NOT TO SCALE)

NEW NORTH SIDEWALK SECTION

BRIDGE DECK TO REMAIN

EXISTING CONCRETE

BRIDGE DECK TO REMAIN

EXISTING CONCRETE

" RECESS8

3 " RECESS8

NEW JOINT SEAL

1'-1" 1'-1" 1'-1"

A

ST2-2

A

ST2-2

SIDEWALK CONCRETE JOINT EDGE TAPER DETAIL

(NOT TO SCALE)

REIFORCEMENT BAR TO REMAIN

EXISTING SIDEWALK

TO REMAIN

REIFORCEMENT BAR

EXISTING SIDEWALK

@ 12" MAX.

#5(E) 'L' BAR SPACED

5'-0"±

"± (TYP.)2

(SEE NOTE 3)

ITEM 586.0201

DRILL & GROUT,

12" EMBEDMENT

(SEE NOTE 3)

ITEM 586.0201

DRILL & GROUT,

6" EMBEDMENT

DWG. S2-3)

(SEE TABLE ON

JOINT OPENING

NOTES:

AVERAGE SUPERSTRUCTURE TEMPERATURE.

MINIMUM OF TWO TEMPERATURE READINGS PER SPAN SHALL BE USED TO CALCULATE THE

AVERAGE TEMPERATURE OF THE SIDE OF A PRESTRESSED BEAM NOT DIRECTLY IN SULIGHT. A

THE SUPERSTRUCTURE TEMPERATURE USED TO DETERMINE THE JOINT OPENING SHALL BE THE 6.

"MINIMUM OPENING" NOTED IN THE TABLE.

SEAL SUPPLIED SHALL NOT EXCEED THE MANUFACTURER'S COMPRESSION LIMITS AT THE

GREATER THAN THE DIMENSION NOTES AS "MIN. SEAL WIDTH" IN THE JOINT OPENING TABLE. THE

THE CONTRACTOR SHALL SUPPLY A JOINT SEAL WITH AN UNCOMPRESSED WIDTH EQUAL TO OR 5.

PROVIDED ON THIS DRAWING.

THE "JOINT OPENING" SHALL BE DETERMINED AT THE TIME OF PLACEMENT, USING THE TABLE 4.

ITEM 586.0201. DEPTH TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

ANCHOR BARS SHALL BE DRILLED AND GROUTED INTO THE EXISTING CONCRETE UNDER UNDER 3.

SPACING OF 1'-0".

HEADER REINFORCEMENT SHALL HAVE 2" MINIMUM COVER ON ALL SIDES AND A MAXIMUM

ALL REINFORCEMENT SHALL BE EPOXY COATED. INCLUDE COST UNDER ITEM 556.0202. ALL 2.

REMOVAL/RECONSTRUCTION WORK IS SYMMETRIC ABOUT THE CENTERLINE OF BRIDGE.

TYPICAL SECTION SHOWS HALF OF THE REMOVAL WORK AND HALF THE NEW JOINT. 1.

ITEM 608.01030008

SIDEWALK PANEL TO BE REMOVED,

EXISTING 6" THICK CONCRETE

REMAIN (TYP.)

SIDEWALK PANEL TO

EXISTING CONCRETE

ST2-1

D

(NOT TO SCALE)

NEW NORTH SIDEWALK SECTION

5'-0"±

608.01030008

SIDEWALK PANEL, ITEM

6" THICK NEW CONCRETE

INLCUDED UNDER ITEM 608.01030008

6" THICK NEW SUBBASE TO BE

7.5% MAX. (SEE NOTE 7)

HIGH EDGE

TO BRIDGETO APPROACH ROADWAY

REMAIN (TYP.)

SIDEWALK PANEL TO

EXISTING CONCRETE

TO BRIDGETO APPROACH ROADWAY

APPROVED BY THE E.I.C. IN THE FIELD.

REPLACE ADDITIONAL SIDEWALK PANELS WILL BE EVALUATED AND

TO MEET THE MAXIMUM SLOPE OF 7.5%. THE NEED TO REMOVE AND

MAY NEED TO REMOVE AND REPLACE ADDITIONAL CONCRETE PANELS

WHILE NOT EXCEEDING THE MAXIMUM SLOPE OF 7.5%. CONTRACTOR

MATCHES THE ELEVATIONS OF THE ADJACENT SIDEWALK PANELS

ELIMINATE THE TRIPPING HAZARD BY POURING A NEW PANEL THAT

THE INTENT OF THE CONCRETE SIDEWALK PANEL REPLACEMENT IS TO 7.

BIN 3306810

BIN 3306350

BRIDGE CULVERTSPIN 1762.25

COUNTY: WASHINGTON

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION:

JO

B

M A

N A

G E

R D

E S

IG

N

S U

P E

R V

IS

O

R P

R O

JE

C

T M

A N

A G

E R

D E

S

IG

N D

R A

F T

IN

G

C H

E C

K C

H E

C K

BRIDGE JOINT REPLACEMENT

K . D

E T

R

IC

K M

M

O R

R

IS

E Y

M . H

U N

T A

. B R

O W

N N

. H A

Y E

S M

. H U

N T

M . H

U N

T

/2

/2

N

P ro je c ts

\2

\1

-1

W a sh in g to n

C o

J o in t R e p la c e m e n t\ W o rk in g

\C A

D D

\d g n c o n n e c t\

C R

\1 c p b ty p

.d g n F

IL

E

N A

M E

U S

E R

D A

T E

/T

IM

E

P L

O T n y p d f.

p lt c fg

:1

:3

A M

D et ri K

H

TOWN OF EASTON & GRANVILLE

Department of Public Works

County Road • County Road Machinery • Car Pool

Deborah Donohue, P.E.

Superintendent

HEGEMAN BRIDGE ROAD OVER BATTEN KILL

D041305

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

ON:

ALTERED BY:

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, NOISSEFO

K

ROY

WNEFO

ETAT

S M

A

T

THE JHUN

T

853 98

R E

E

NI

G N

E

LARP

D E

S N

E

CI

L

W

G

RI

D

NO

RT

H

ST2-

B

ST2-

A

ST2-

B

ST2-

C

ST2-

A

ST2-2

D

ST2-

C

ST2-

E

BIN 3306810

BIN 3306350

BRIDGE CULVERTSPIN 1762.25

COUNTY: WASHINGTON

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION:

JO

B

M A

N A

G E

R D

E S

IG

N

S U

P E

R V

IS

O

R P

R O

JE

C

T M

A N

A G

E R

D E

S

IG

N D

R A

F T

IN

G

C H

E C

K C

H E

C K

BRIDGE JOINT REPLACEMENT

K . D

E T

R

IC

K M

M

O R

R

IS

E Y

M . H

U N

T A

. B R

O W

N N

. H A

Y E

S M

. H U

N T

M . H

U N

T

/2

/2

N

P ro je c ts

\2 \1

-1

W a sh in g to n C o

J o in t R e p la c e m e n t\

W o rk in g \C

A D

D \d g n c o n n e c t\

C R

\1 c p b g e n .d g n

F

IL

E N

A M

E

U S

E R

D A

T E

/T

IM

E

P L

O T n y p d f.

p lt c fg

:1

:0

A M

D et ri K

H

TOWN OF EASTON & GRANVILLE

Department of Public Works

County Road • County Road Machinery • Car Pool

Deborah Donohue, P.E.

Superintendent

HEGEMAN BRIDGE ROAD OVER BATTEN KILL

D041305

CR24 OVER METTAWEE RIVER

SOUTH ABUTMENT PROPOSED JOINT REPLACEMENT NORTH ABUTMENT PROPOSED JOINT REPLACEMENT

0 4 8 12 16'4

1/8" = 1'

ST2-1

CR24 OVER METTAWEE RIVER

JOINT REPLACEMENT PLAN - 2

BACKWALL TO REMAIN (TYP.)

REAR FACE OF EXISTING

OF JOINT¡

OF JOINT¡

OF BRIDGE AND ROADWAY¡

GRANITE BRIDGE CURB (TYP.)

S

ID

E W

A

LK

DECK (TYP.)

EDGE OF

SHALL BE PAID FOR UNDER ITEMS 567.60 & 608.01030008.

CONCRETE CURB DETAIL", THIS SHEET. THE CONRETE CURB

FORMED CONCRETE CURB AS SHOWN IN "FORMED

CONTRACTOR TO REPLACE EXISTING BRIDGE CURB WITH A 3.

SHALL CONFORM TO CONCRETE 557 OF TABLE MP 501-2.

REPAIR CONCRETE FOR BRIDGE DECK AND APPROACH SLAB 2.

SYMMETRIC ABOUT THE CENTERLINE OF BRIDGE.

OF THE NEW JOINT. REMOVAL/RECONSTRUCTION WORK IS

PLAN VIEW SHOWS HALF OF THE REMOVAL WORK AND HALF 1.

NOTE:

O U

T -T

O -O

U T

20°53'52" SKEW

R O

A D

W A

Y

SLAB TO REMAIN

CONCRETE APPROACH

DECK TO REMAIN

EXISTING BRIDGE

SLAB TO REMAIN

CONCRETE APPROACH

LEGEND:

REMOVAL OF STRUCTURAL CONCRETE

ITEM 580.01

REMOVAL OF STRUCTURAL CONCRETE

ITEM 582.0051

ARMOURLESS BRIDGE JOINT SYSTEM - JOINT SEAL

ITEM 567.60

REPLACEMENT OF STRUCTURAL CONCRETE

ITEM 582.0051

ARMOURLESS BRIDGE JOINT SYSTEM - JOINT HEADER

ITEM 567.60

20°53'52" SKEW

- LIM

IT O

F B

R

ID

G

E JO

IN

T R

EC

O

N

STR

U C

TIO

N

22'-3

- LIM

IT O

F B

R

ID

G

E JO

IN

T R

EM

O V A L

22'-3

- LIM

IT O

F C

O N C R

ETE SLA

B R

EM

O V A L

14'-11

IT O

F C

O N C R

ETE SLA

B R

EC

O

N

STR

U C

TIO

N

19'-9

O U

T T

O O

U T

1'-2

1'-2

JT.

WID

TH

1"±

"±2 1 1'-1

1"±

BARRIER TO REMAIN (TYP.)

TEXAS AESTHETIC CONCRETE

SLA

B R

EC

O

N

STR

U C

TIO

N

- LIM

IT O

F C

O N C R

ETE

14'-11

- LIM

IT O

F C

O N C R

ETE SLA

B R

EM

O V A L

19'-9

IT O

F B

R

ID

G

E JO

IN

T R

EC

O

N

STR

U C

TIO

N

22'-3

"± - LIM

IT O

F BR

ID

G

E JO

IN

T R

EM

O

VAL

22'-3

"±2

JT.

WID

TH

3"±

2'-8

1'-1

1'-1

CONCRETE SIDEWALK TO REMAIN

REMAIN (TYP.)

EXISTING TRANSITION RAIL TO

ITEM 608.01030008

CONCRETE SIDEWALK PANEL,

REMOVE AND REPLACE EXISTING

(TYP.)

EDGE OF DECK

REMAIN (TYP.)

BARRIER TO

CONCRETE

TEXAS AESTHETIC

HIGH EDGE

5'-3"

FORMED CONCRETE CURB DETAIL

NOT TO SCALE

EXISTING CURB

MATCH HEIGHT OF

JOINT

CONTRACTION

TOOLED

5"

R =1"

DECK TO REMAIN

CONCRETE BRIDGE

EXISTING

SHEET)

(SEE DETAIL THIS

CURB (SEE NOTE 3)

NEW CONCRETE

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

ON:

ALTERED BY:

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, NOISSEFO

K

ROY

WNEFO

ETAT

S M

A

T

THE JHUN

T

853 98

R E

E

NI

G N

E

LARP

D E

S N

E

CI

L

W

CR24 OVER METTAWEE RIVER

JOINT REPLACEMENT SECTIONS - 2

ST2-3

COMPRESSION SEAL

ANCHOR BOLTS

5/8" DIA.

L 7"x4"x3/8"

CONCRETE ANCHOR STUD

3/4" DIA. HEADED

L 6"x4"x3/8"

CLIP ANGLE

NOTES:

INSTALLED.

THE JOINT OPENING AT FIXED BEARING LOCATIONS SHALL BE 1", AND THE SEAL PROVIDED SHALL BE COMPRESSED A MINIMUM OF 25% WHEN 15.

BE AIR CLEANED AND THEN PRE-WET FOR 12 HOURS. INCLUDE COST IN THE UNIT PRICES BID FOR THE VARIOUS CONCRETE ITEMS IN THE CONTRACT.

ALL CONCRETE SURFACES RECEIVING NEW CONCRETE SHALL BE SANDBLASTED. PRIOR TO THE APPLICATION OF NEW CONCRETE, THE SURFACES SHALL 14.

DURING CONSTRUCTION, NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO ESCAPE TO ANY WATERS.13.

BRIDGE. ALL MATERIAL FALLING BENEATH OR ADJACENT TO THE BRIDGE SHALL BE REMOVED BY THE CONTRACTOR.

DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT BE ALLOWED TO DROP WASTE CONCRETE, DEBRIS, OR OTHER TO THE AREA BELOW THE 12.

TEMPERATURE.

GIRDER TOP FLANGES. A MINIMUM OF TWO TEMPERATURE READINGS PER SPAN SHALL BE USED TO CALCULATE THE AVERAGE SUPERSTRUCTURE

THE SUPERSTRUCTURE TEMPERATURE USED TO DETERMINE THE JOINT OPENING SHALL BE THE AVERAGE TEMPERATURE OF THE BOTTOM OF THE 11.

OPENING" NOTED IN THE TABLE.

WIDTH" IN THE JOINT OPENING TABLE. THE SEAL SUPPLIED SHALL NOT EXCEED THE MANUFACTURER'S COMPRESSION LIMITS AT THE "MINIMUM

THE CONTRACTOR SHALL SUPPLY A JOINT SEAL WITH AN UNCOMPRESSED WIDTH EQUAL TO OR GREATER THAN THE DIMENSION NOTES AS "MIN. SEAL 10.

THE "JOINT OPENING" SHALL BE DETERMINED AT THE TIME OF PLACEMENT, USING THE TABLE PROVIDED ON THIS DRAWING.9.

STRUCTURAL CONCRETE, ITEM 580.01.

THE COST OF ALL SAWCUTS AND REMOVAL OF THE EXISTING ARMORED JOINT SYSTEM ARE TO BE INCLUDED IN THE UNIT PRICE BID FOR REMOVAL OF 8.

ITEM 567.60.

WILL BE REMOVED AND PAID FOR UNDER REMOVAL OF STRUCTURAL CONCRETE, ITEM 580.01 AND REPLACED WITH ELASTOMERIC CONCRETE, UNDER

REMOVAL ARE TO BE APPROVED BY THE ENGINEER. ANY ADDITIONAL CONCRETE TO BE REMOVED BEYOND THE MINIMUMS SHOWN ON THESE SHEETS

THE WIDTHS AND DEPTHS OF CONCRETE REMOVAL SHOWN ARE THE MINIMUMS REQUIRED. THE MAXIMUM WIDTHS AND DEPTHS OF CONCRETE 7.

IN THE PRICE BID FOR ITEM 567.60.

INSTALL NEW PREFORMED CLOSED CELL FOAM JOINT SEAL PER MANUFACTURER'S CLEANING AND INSTALLATION INSTRUCTIONS. COST TO BE INCLUDED 6.

A.O.B.E. COST TO BE INCLUDED IN THE PRICE BID FOR THE ARMORLESS BRIDGE JOINT SYSTEM, ITEM 567.60.

CAST GRIT (FINE AGGREGATE OR SANDBLAST MATERIAL) ON THE SURFACE OF THE ELASTOMERIC CONCRETE PRIOR TO FINAL SET TO PROVIDE FRICTION, 5.

PLACE ELASTOMERIC CONCRETE IN EACH BLOCK-OUT AS PER MANUFACTURER'S RECOMMENDATIONS/INSTRUCTIONS.4.

MANUFACTURER'S RECOMMENDATIONS.

ANCHOR BARS SHALL BE DRILLED AND GROUTED INTO THE EXISTING CONCRETE UNDER UNDER ITEM 586.0201. DEPTH TO BE IN ACCORDANCE WITH 3.

ON ALL SIDES AND A MAXIMUM SPACING OF 1'-0". TRANSVERSE REINFORCEMENT SHALL BE STRAIGHT BARS PLACED PARALLEL TO THE JOINT.

ALL REINFORCEMENT SHALL BE EPOXY COATED. INCLUDE COST UNDER ITEM 556.0202. ALL HEADER REINFORCEMENT SHALL HAVE 2" MINIMUM COVER 2.

OR REPLACED IN A MANNER SATISFACTORY TO THE E.I.C. AT THE EXPENSE OF THE CONTRACTOR.

REBARS DURING THE CONCRETE REMOVAL OPERATION. IF THE CONTRACTOR DAMAGES THE EXISTING REBARS, THE DAMAGED BARS SHALL BE REPAIRED

AND APPROVE THE JOINT RECESS PRIOR TO THE PLACEMENT OF THE ELASTOMERIC CONCRETE. CARE SHALL BE TAKEN NOT TO DAMAGE ANY EXISTING

SAWCUT AND REMOVE CONCRETE BEHIND THE EXISTING ARMOR ANGLES AS DETAILED. THE ENGINEER-IN-CHARGE (E.I.C.) SHALL COMPLETELY SOUND 1.

¡ OF BEARINGS

REMOVAL OF STRUCTURAL CONCRETE

ITEM 580.01

REMOVAL OF STRUCTURAL CONCRETE

ITEM 582.0051

ARMOURLESS BRIDGE JOINT SYSTEM - NEW JOINT SEAL

ITEM 567.60

REPLACEMENT OF STRUCTURAL CONCRETE

ITEM 582.0051

ARMOURLESS BRIDGE JOINT SYSTEM - NEW HEADER

ITEM 567.60

¡ OF JOINT

6"

ST2-1

B SOUTH JOINT REMOVAL SECTION - FIXED END

NOT TO SCALE

LEGEND:

@ 12" TO REMAIN

EXISTING #6 BAR

REMAIN

BAR @ 12" TO

EXISTING #5

REMAIN

BAR @ 12" TO

EXISTING #5

5"±4"±

2'-8"±

REMAIN

BAR @ 12" TO

EXISTING #5

1'-1"±

1'-1"±

REMAIN

APPROACH SLAB TO

EXISTING CONCRETE

BRIDGE DECK TO REMAIN

EXISTING CONCRETE

CONCRETE BOX BEAM TO REMAIN

EXISTING PRESTRESSED

3"±

1 1/2"±

COMPRESSION SEAL

ANCHOR BOLTS

5/8" DIA.

L 7"x4"x3/8"

CONCRETE ANCHOR STUD

3/4" DIA. HEADED

L 6"x4"x3/8"

CLIP ANGLE

¡ OF BEARINGS

¡ OF JOINT

6"

@ 12" TO REMAIN

EXISTING #6 BAR REMAIN

BAR @ 12" TO

EXISTING #5

REMAIN

BAR @ 12" TO

EXISTING #5

5"± 4"±

1'-11"±

REMAIN

BAR @ 12" TO

EXISTING #5

1'-2"±

1'-2"±

REMAIN

APPROACH SLAB TO

EXISTING CONCRETE

BRIDGE DECK TO REMAIN

EXISTING CONCRETE

CONCRETE BOX BEAM TO REMAIN

EXISTING PRESTRESSED

1"±

1/2"±

ST2-1

C NORTH JOINT REMOVAL SECTION - EXPANSION END

NOT TO SCALE

COMPRESSION SEAL

¡ OF BEARINGS

¡ OF JOINT

6"

ST2-1

B NEW SOUTH JOINT SECTION - FIXED END

NOT TO SCALE

5" (TYP.)4"

2'-8"

1'-1"

1'-1"

REMAIN

APPROACH SLAB TO

EXISTING CONCRETE

BRIDGE DECK TO REMAIN

EXISTING CONCRETE

CONCRETE BOX BEAM TO REMAIN

EXISTING PRESTRESSED

(SEE NOTE 15)

JOINT OPENING

COMPRESSION SEAL

¡ OF BEARINGS

¡ OF JOINT

6"

5…