STEEL FABRICATION AND INSTALLATION SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE NYS STEEL CONSTRUCTION MANUAL.

(1)

(2)

GENERAL NOTES:

SUPERSTRUCTURE NOTES:

ITEM

564.0504

PAYMENT

FOR PROGRESS

TOTAL WEIGHT

BIN

3304020

REMOVAL NOTES:

RECONSTRUCTION NOTES:

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OF THE STANDARD SPECIFICATIONS FOR CONTRACTOR SAFETY REQUIREMENTS.

HIGH VOLTAGE ELECTRICAL LINES ARE IN PROXIMITY TO THIS BRIDGE. REFER TO SUBSECTION 107-05 AND BRIDGES.

EDITION OF THE AASHTO MAINTENANCE MANUAL: THE MAINTENANCE AND MANAGEMENT OF ROADWAYS CONTRACT, SHALL BE MAINTAINED IN ACCORDANCE WITH THE GUIDELINES CONTAINED IN THE CURRENT THIS BRIDGE, INCLUDING EXISTING ELEMENTS AND THOSE REPAIRED OR REPLACED UNDER THIS ACCORDING TO THE AISC MANUAL.

DIMENSIONS FOR THICKNESSES OF STEEL ROLLED ANGLE SHAPES AND STRUCTURAL TUBING ARE SHOWN THE LOAD RATINGS ARE IN ACCORDANCE WITH THE AASHTO MANUAL FOR BRIDGE EVALUATION. THE STANDARD SPECIFICATIONS.

THE CONTRACTOR'S ATTENTION IS DIRECTED TO SUBSECTION 105-09, WORK AFFECTING RAILROADS, OF ITEMS OF THE CONTRACT, UNLESS OTHERWISE SPECIFIED ON THE PLANS.

THE COST OF ALL JOINT MATERIAL SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE VARIOUS ALL SHOP DRAWINGS SUBMITTED FOR THIS PROJECT SHALL BE IN US CUSTOMARY UNITS.

AND ARE FULLY DIMENSIONED.

FOR VISUAL CLARITY. ALL OTHER DETAILS FOR WHICH NO SCALE IS SHOWN ARE DRAWN PROPORTIONAL DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE INTENTIONALLY DRAWN NOT TO SCALE 1, 2008, WITH CURRENT ADDITIONS AND MODIFICATIONS.

MATERIALS, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, OFFICE OF ENGINEERING, DATED MAY CONSTRUCTION AND MATERIALS SPECIFICATIONS: STANDARD SPECIFICATIONS, CONSTRUCTION AND LIVE LOAD: AASHTO HL-93

28 DAYS: f'c=3000 PSI.)

DESIGN PURPOSES, COMPRESSIVE STRENGTH OF CONCRETE FOR SUBSTRUCTURES AND DECK SLABS AT SPECIFICATIONS FOR HIGHWAY BRIDGES WITH ALL PROVISIONS IN EFFECT AS OF MAY 2021. (FOR DESIGN SPECIFICATIONS: NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD

DECK OVERLAYS.

559.18960118 - PROTECTIVE SEALING OF STRUCTURAL CONCRETE ON NEW BRIDGE DECKS AND BRIDGE TOP SURFACES OF NEW BRIDGE DECKS AND APPROACH SLABS SHALL BE SEALED ACCORDING TO ITEM "TOTAL WEIGHT FOR PROGRESS PAYMENT" SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION. AS A BIDDING TOOL. DISCREPANCIES WHICH MAY OCCUR BETWEEN THE TOTAL WEIGHT SHIPPED AND PURPOSES. THE CONTRACTOR IS ADVISED NOT TO USE THE "TOTAL WEIGHT FOR PROGRESS PAYMENT" CIRCUMSTANCES SHALL THE "TOTAL WEIGHT FOR PROGRESS PAYMENT" BE USED FOR FINAL PAYMENT THESE WEIGHTS SHALL BE USED IN DETERMINING PARTIAL PAYMENTS AND PROGRESS. UNDER NO PROGRESS PAYMENT" IS AS FOLLOWS:

FOR THE VARIOUS LUMP SUM STRUCTURAL STEEL ITEMS IN THE CONTRACT, THE "TOTAL WEIGHT FOR IN THE UNIT PRICES BID FOR THE VARIOUS ITEMS IN THE CONTRACT.

THE COST OF CLEANING THIS STEEL IN THE FABRICATION SHOP AND THE FIELD SHALL BE INCLUDED ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A709-GRADE 50.

48,500 POUNDS

IT AFTER CONSTRUCTION IS COMPLETED.

THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IT DURING CONSTRUCTION OR REMOVE AND REMOUNT IF THE STRUCTURE HAS A BRIDGE IDENTIFICATION NUMBER (B.I.N.) PLATE ATTACHED, IT SHALL BE THE APPROPRIATE ITEMS OF THE CONTRACT.

NETS, SCREENS OR OTHER PROTECTIVE DEVICES SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE COST OF FURNISHING, INSTALLING, MAINTAINING, REMOVING AND DISPOSING OF ALL PLATFORMS, DISPOSED OF 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 ADEQUATE PROTECTION IS PROVIDED.

ADEQUATE PROTECTIVE DEVICES ARE NOT BEING EMPLOYED, THE WORK SHALL BE SUSPENDED UNTIL PROTECTIVE DEVICES SHALL BE USED TO CATCH THE MATERIAL. IF THE ENGINEER DETERMINES THAT SPECIFICALLY PERMIT THE DROPPING OF MATERIAL. PLATFORMS, NETS, SCREENS OR OTHER DEBRIS AND OTHER MATERIAL TO THE AREA BELOW THE BRIDGE EXCEPT WHERE THE PLANS DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT BE ALLOWED TO DROP WASTE CONCRETE, UNIT PRICES BID FOR THOSE ITEMS.

OF SUPPLYING A DISPOSAL AREA AND TRANSPORTATION TO THAT AREA SHALL BE INCLUDED IN THE WHENEVER ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED OF, THE COST IN A MANNER SATISFACTORY TO THE ENGINEER AT THE EXPENSE OF THE CONTRACTOR.

REMAIN THE PROPERTY OF THE COUNTY, THE DAMAGED MATERIALS SHALL BE REPAIRED OR REPLACED IF THE CONTRACTOR DAMAGES ANY MATERIALS WHICH ARE TO REMAIN IN PLACE OR WHICH ARE TO REMAIN IN PLACE, OR WHICH ARE TO REMAIN THE PROPERTY OF THE COUNTY, WILL NOT BE DAMAGED. THE CONTRACTOR SHALL PERFORM ALL WORK WITH CARE SO THAT ANY MATERIALS WHICH ARE TO INCLUDED IN THE PRICE BID FOR STRUCTURAL STEEL ITEMS.

PRIOR TO THE FABRICATION OF THE STEEL. THE COST OF FIELD VERIFYING DIMENSIONS SHALL BE THE CONTRACTOR SHALL VERIFY DIMENSIONS NECESSARY FOR THE PROPER FIT OF STEEL PIECES QUANTITIES. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH FIELD CONDITIONS. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND WORK BEEN PREPARED BASED ON FIELD INSPECTION AND OTHER INFORMATION AVAILABLE AT THE TIME. ACCURATELY DETERMINED PRIOR TO THE COMMENCEMENT OF WORK. THESE CONTRACT DOCUMENTS HAVE RECONSTRUCTION PROJECTS, THE EXACT EXTENT OF RECONSTRUCTION WORK CANNOT ALWAYS BE THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT, DUE TO THE NATURE OF STEEL CONSTRUCTION MANUAL.

STEEL FABRICATION AND INSTALLATION SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE NYS

RAILROAD NOTES:

REQUIREMENTS.

REFER TO SUBSECTION 107-05 OF THE STANDARD SPECIFICATIONS FOR SAFETY AND HEALTH RECORD PLANS FOR THIS STRUCTURE ARE AVAILABLE WITH THE PROJECT DOCUMENTS. THIRTY (30) DAYS PRIOR TO BEGINNING THE DEMOLITION.

PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK, SHALL BE SUBMITTED TO THE ENGINEER AND SAFETY REQUIREMENTS. A REMOVAL PLAN, SIGNED BY A LICENSED AND REGISTERED

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENTS OF SUBSECTION 202-3.01 GENERAL THE BRIDGE ESTIMATE.

EXISTING SUPERSTRUCTURE SHALL BE REMOVED UNDER THE REMOVAL OF EXISTING STEEL ITEMS IN EXISTING ASPHALT AND DECK SHALL BE REMOVED UNDER ITEM 202.2302 IN THE BRIDGE ESTIMATE.

AND AT 100% COST OF THE CONTRACTOR.

DURING THIS WORK SHALL BE REPAIRED BY AMTRAK COMMUNICATIONS & SIGNALS (C&S) DEPARTMENT, ANY DAMAGE TO PULL BOXES, HAND HOLES, JUNCTION BOXES, CABLES OR OTHER APPURTENANCES THE PROJECT AND THAT SIGNAL PREVIEW IS NOT BEING OBSTRUCTED.

AMTRAK C&S PERSONNEL MUST FIELD-VERIFY THAT THERE IS NO SIGNAL EQUIPMENT IN THE WAY OF TEMPORARY STRUCTURES, FORMWORK, EQUIPMENT, ETC. MUST COMPLY DURING CONSTRUCTION. AMTRAK PROPERTY MUST SHOW THAT THERE IS ADEQUATE SIGNAL PREVIEW. IN ADDITION, ALL SIGNAL PREVIEW MUST NOT BE OBSTRUCTED. CONSULTANTS PERFORMING WORK FOR AMTRAK OR ON CAN INTERFERE WITH THE PROPER SHUNTING SENSITIVITY OF THE TRACK CIRCUIT.

RAILS MUST BE PROTECTED AGAINST DEBRIS. RUST, SAND, METAL SHAVINGS OR OTHER MATERIAL THAT THE RAILROAD NOTES IN THE PROJECT MANAUAL.

THEY CAN WITHHOLD THE APPROPRIATE WEIGHT. REFER TO TIER TABLE DOCUMENT INCLUDED WITHIN MACHINERY ALONG THE RIGHT OF WAY, DUCT LINES AND PULL BOXES SHALL BE INSPECTED TO INSURE IF WORK SHALL BE DONE ON AMTRAK PROPERTY THAT INVOLVES HEAVY TRUCKS, EQUIPMENT, OR OPERATION.

DIGGING MAY BE REQUIRED. PRECAUTIONS MUST BE TAKEN TO PREVENT ANY INTERRUPTION TO AMTRAK CROSSED MUST BE VERIFIED THROUGH TEST PITS PERFORMED BY THE CONTRACTOR PERSONNEL. HAND UTILITIES AND ASSETS LOCATED. IF REQUESTED BY AMTRAK, EXISTING DEPTHS OF UTILITIES BEING OF THE "ONE-CALL" PROCESS; CONTACT AMTRAK ENGINEERING TO HAVE ALL AMTRAK UNDERGROUND YOU DIG 811 "ONE-CALL" PROCESS MUST BE FOLLOWED. PLEASE NOTE THAT AMTRAK IS NOT A PART TO UPGRADE AND INSTALL NEW CABLES AND CONDUITS IN THE AFFECTED AREA. THE CALL BEFORE ALL EXISTING CABLES AND CONDUITS THROUGHOUT CONSTRUCTION. AMTRAK ALSO RESERVES THE RIGHT THROUGH THE ON-SITE AMTRAK C&S SUPPORT PERSONNEL. AMTRAK MAINTAINS THE RIGHT TO ACCESS SIGNAL (C&S) DEPARTMENT PERSONNEL. HAND DIGGING MAY BE REQUIRED, AS DIRECTED BY AMTRAK PROXIMITY TO THE AMTRAK DUCT LINES UNLESS MONITORED BY ON-SITE AMTRAK COMMUNICATIONS AND OUT AMTRAK CABLES AND UTILITIES. THESE ACTIVITIES WILL NOT BE PERFORMED IN CLOSE LINES, AND FACILITIES. AMTRAK REQUIRES 2 WEEK ADVANCE WRITTEN NOTICE TO IDENTIFY AND MARK CONSTRUCTION TAKES PLACE. THIS INCLUDES RAILROAD AND COMMERCIAL UTILITIES, CABLES, DUCT EXCAVATING, DRILLING, BORING/DIRECTIONAL DRILLING, GROUND PENETRATING ACTIVITIES, OR ALL UNDERGROUND UTILITIES, CABLE, AND FACILITIES MUST BE LOCATED AND PROTECTED BEFORE ANY

- TEMPORARY SHEETING AND SHORING TO SUPPORT TRACKS [SECTION 02261A]

- TEMPORARY PROTECTION SHIELDS FOR CONSTRUCTION OVER THE RAILROAD [SECTION 01520A] - CRANES AND HOISTING [SECTION 01142A]

- AMTRAK SAFETY TRAINING FOR CONTRACTOR PERSONNEL [SECTION 01141A] - STORAGE OF MATERIAL ON AMTRAK PROPERTY [SECTION 01141A] - TRACK OUTAGES [SECTION 01141A]

- FOULING DIMENSIONS [SECTION 01141A]

- ROADWAY WORKER PROTECTION (RWP) FOR CONTRACTOR [SECTION 01141A] - MAINTENANCE OF RAILROAD TRAFFIC [SECTION 01141A]

RIGHT-OF-WAY:

ALL SECTIONS OF AMTRAK EP3014 ARE APPLICABLE TO THE CONTRACTOR'S WORK AROUND AMTRAK'S

ESTIMATE OF QUANTITIES

ITEM NUMBER

DESCRIPTION

UNIT

QUANTITY

202.2302

CONNECTORS) - TYPE B

REMOVAL OF STEEL SUPPORTED STRUCTURAL SLABS (WITHOUT SHEAR

SF 2024

402.128204 12.5 F2 TOP COURSE HMA, 80 SERIES COMPACTION TON 17

407.0102 DILUTED TACK COAT GAL 20

490.30 MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE SY 181

556.03 STUD SHEAR CONNECTORS FOR BRIDGES EACH 430

557.0503

FORMWORK NOT REQUIRED - TYPE 3 FRICTION

SUPERSTRUCTURE SLAB WITH INTEGRAL WEARING SURFACE - BOTTOM

SY 225

557.42000008 EXODERMIC BRIDGE DECK PANELS SY 225

559.18960118

AND BRIDGE DECK OVERLAYS

PROTECTIVE SEALING OF STRUCTURAL CONCRETE ON NEW BRIDGE DECKS

SF 2024

564.0501 STRUCTURAL STEEL, TYPE 1 LS 1

564.20010008 HOT-DIP GALVANIZING OF STRUCTURAL STEEL LB 48500

567.47000018 ELASTOMERIC CONCRETE CF 58

580.01 REMOVAL OF STRUCTURAL CONCRETE CY 2

586.10 FIELD DRILL HOLES IN EXISTING STRUCTURAL STEEL EACH 28

589.520001 REMOVAL OF EXISTING STEEL EACH 5

619.01 BASIC WORK ZONE TRAFFIC CONTROL LS 1

619.04 TYPE III CONSTRUCTION BARRICADE EACH 8

619.1711 TEMPORARY POSITIVE BARRIER - CATEGORY 1 (PINNING PROHIBITED) LF 40

663.0512 BRIDGE MOUNTED WATER PIPE, 12" EACH 6

697.03 FIELD CHANGE PAYMENT DC 26000

699.040001 MOBILIZATION LS 1

SY 225

557.29

STRUCTURAL APPROACH SLABS

WINTER SURFACE TREATMENT - SUPERSTRUCTURE SLABS AND

N : \ P r o j e c t s \ 2 0 1 7 \ 1 1 7 -3 0 6 V a n H o e s e n \ c a d d \ d g n \ 1 1 7 -3 0 6 _ c p b _ g n n _ 0 1 . d g n 5 / 3 / 2 0 2 1 J G e i s l e r A P P L IC A B L E S T A T E A N D / O R L O C A L L A W S T O T H IS D O C U M E N T I S A V IO L A T IO N O F U N A U T H O R IZ E D A L T E R A T IO N O R A D D IT IO N B Y D A T E R E V IS IO N N O . D E S IG N E D : C M N o .: C H E C K E D : D A T E : S C A L E : A S N O T E D F O R S T A M P S E E C O V E R F IN A L P L A N F I L E = U S E R = D A T E = C R E IG H T O N M A N N IN G E N G IN E E R IN G , L L P 2 W IN N E R S C IR C L E A L B A N Y N E W Y O R K 1 2 2 0 5 P : ( 5 1 8 ) 4 4 6 -0 3 9 6 F : ( 5 1 8 ) 4 4 6 -0 3 9 7 W W W .C M E L L P .C O M S H A L L S T A M P T H E D O C U M E N T A N D I N C L U D E T H E N O T A T I O N " A L T E R E D B Y " F O L L O W E D B Y T H E I R S I G N A T U R E , T H E D A T E O F S U C H A L T E R A T I O N , A N D A S P E C I F I C D E S C R I P T I O N O F T H E A L T E R A T I O N . T O A L T E R A N I T E M I N A N Y W A Y . I F A N I T E M B E A R I N G T H E S T A M P O F A L I C E N S E D P R O F E S S I O N A L I S A L T E R E D , T H E A L T E R I N G E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R , 1 1 7 -3 0 6 D R A W N B Y : K .H .D . J .G .

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AN HOESEN RD (

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TO WATER WORKS RD

TO S. SCHODACK RD

WORK ZONE TRAFFIC CONTROL NOTES:

SIGNS:

LAYOUT OF SIGNS TO BE APPROVED BY ENGINEER PRIOR TO INSTALLATION. DIRECTED BY THE ENGINEER.

INTERSECTING ROADS AS SHOWN IN THE MUTCD, ON THE PROJECT PLANS, AND AS THE CONTRACTOR SHALL INSTALL ROAD WORK WARNING SIGNS (W20-1) ON ALL

DEVICES.

BE THE COLORS SPECIFIED IN THE MANUAL ON UNIFORM TRAFFIC CONTROL THE SIGN BEING PARTIALLY COVERED. ANY REGULATORY SIGNS REQUIRED SHALL SIGNS SHALL BE A COLOR AND REFLECTORIZED MATERIAL MATCHING THAT OF ON ORANGE BACKGROUND). BLANK COVERS USED TO COVER PORTIONS OF EXISTING THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES SHALL BE BLACK LEGEND TRAFFIC CONTROL DEVICES. (ANY AUXILIARY SIGNS WHICH ARE NOT INCLUDED IN AUXILIARY SIGNS SHALL BE THE COLORS SPECIFIED IN THE MANUAL OF UNIFORM EMERGENCY SERVICE MARKERS, ROUTE MARKERS AND THEIR CORRESPONDING FOLLOWING EXCEPTIONS:

GUIDE SIGNS) SHALL BE BLACK LEGEND ON ORANGE BACKGROUND WITH THE COLORS USED FOR CONSTRUCTION SIGNING (INCLUDING TEMPORARY OR MODIFIED SIGN PANELS OR SIGN TEXTS.

CONTRACTOR'S METHODS, WHILE TEMPORARILY REMOVING, RELOCATING OR COVERING THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE DONE DUE TO THE PRICE FOR BASIC WORK ZONE TRAFFIC CONTROL, ITEM 619.01.

DETAILS IN THE PLANS AND PROPOSAL, OR AOBE SHALL BE INCLUDED IN THE BID MUTCD, THE NYS SUPPLEMENT TO THE MUTCD, THE WORK ZONE TRAFFIC CONTROL NOTED IN THE REQUIREMENTS OF SECTION 619 OF THE STANDARD SPECIFICATIONS, RELOCATION, MODIFICATION AND/OR RESTORATION OF EXISTING SIGN PANELS AS ALL SIGNS NECESSARY FOR THE WORK ZONE TRAFFIC CONTROL INCLUDING WORK AREA BEFORE WORKING WITHIN THE ROADWAY AND/OR CLEAR ZONE. CONTROL DETAILS IN THE PLANS AND PROPOSAL, OR AOBE SHALL PRECEDE IN THE DEVICES (MUTCD), THE NYS SUPPLEMENT TO THE MUTCD, THE WORK ZONE TRAFFIC 619 OF THE STANDARD SPECIFICATIONS, MANUAL ON UNIFORM TRAFFIC CONTROL APPROPRIATE WARNING SIGNS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION IMMEDIATELY AFTER CONDITIONS CHANGE, OR AOBE.

TIMES. SIGNS SHALL BE COVERED, MOVED, REMOVED, RELOCATED OR CHANGED ALL SIGNS, INCLUDING GUIDE SIGNS, SHALL INDICATE ACTUAL CONDITIONS AT ALL WORK ZONE TRAFFIC CONTROL DETAILS IN THE PLANS AND PROPOSAL, OR AOBE. UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), NYS SUPPLEMENT TO THE MUTCD, THE REQUIREMENTS OF SECTION 619 OF THE STANDARD SPECIFICATIONS, MANUAL ON OR CONSTRUCTION, MUST BE MAINTAINED AT ALL TIMES IN ACCORDANCE WITH THE

THE CORRECT SEQUENCE AND SPACING OF SIGNS, WHETHER PERMANENT, TEMPORARY,

MISCELLANEOUS:

TEMPORARY CONCRETE BARRIER:

GENERAL:

619.01.

BE INCLUDED IN THE BID PRICE FOR BASIC WORK ZONE TRAFFIC CONTROL, ITEM HAZARDOUS LOCATIONS. PAYMENT FOR INSTALLATION AND REMOVAL OF THIS ITEM SHALL CONTRACTOR SHALL COMPLETELY ENCLOSE, BY SAFETY WIRE FENCE, ALL POTENTIALLY IN ACCORDANCE WITH SECTION 107-05(E) OF THE STANDARD SPECIFICATIONS, THE ACTIVITIES IN THE AREA, TO ENSURE THAT THERE ARE NO CONFLICTS.

SUBCONTRACTOR WORK, PUBLIC MAINTENANCE OPERATIONS, OR OTHER CONSTRUCTION THE CONTRACTOR SHALL COORDINATE ALL CONTRACT WORK WITH ANY UTILITY WORK,

PLACEMENT ONLY PER LOCATION.

STANDARD SHEET OR APPROVED DRAWINGS. CONTRACTOR WILL BE PAID FOR ONE SHOWN ON THE PLANS OR AOBE AND IN ACCORDANCE WITH THE APPROPRIATE TCB TEMPORARY CONCRETE BARRIER (TCB) SHALL BE INSTALLED AT THE LOCATIONS

EXAMPLE, 15 FT TRAVEL LANE/4 FT : 3.75, THEREFORE 3 TYPE III BARRICADES REQUIRED) UNITS DETERMINED BY DIVIDING THE WIDTH OF THE ROADWAY CLOSED (FT) BY 4(FT). (FOR THE ROADWAY. THE NUMBER OF BARRICADES REQUIRED SHALL BE THE NUMBER OF WHOLE TYPE III BARRICADES USED TO CLOSE A ROADWAY SHALL BE SPACED UNIFORMLY ACROSS

TYPE III BARRICADE

DELINEATION (CONES, DRUMS, ETC.) AND ANY OTHER RELATED WORK. BUT IS NOT LIMITED TO, ALL SIGNS, SIGNALS, PAVEMENT MARKINGS, BARRIERS, THAT PHASE, AS DETERMINED BY THE ENGINEER, SHALL BE COMPLETE. THIS INCLUDES, PRIOR TO THE START OF ANY CONSTRUCTION PHASE, ALL PROPOSED WORK ZONE TRAFFIC STANDARDS. WHERE OPTIONS EXIST FOR SIGN SHAPE, THE DIAMOND SHAPE SHALL BE USED. APPLICATION NOTED THEREIN ON THE PLANS ARE TO BE CONSIDERED MINIMUM

SPECIFIED IN THE PLANS, THE PROVISIONS OF THE MUTCD, THE STANDARDS OF FOR TYPICAL APPLICATIONS OF TRAFFIC CONTROL DEVICES IN CONSTRUCTION AREAS NOT

WORK ZONE TRAFFIC CONTROL PLAN

G_R

ID N_O

R_T H

PUBLIC INGRESS AND EGRESS:

CONTROL.

BE INCLUDED IN THE PRICE BID FOR ITEM 619.01, WORK ZONE TRAFFIC OTHER DELINEATION AND GUIDING DEVICES (CONES, DRUMS, ETC.) SHALL IN ITEM 619.01, WORK ZONE TRAFFIC CONTROL. THE COSTS FOR ANY CONES, AND/OR DRUMS AOBE. THE COSTS FOR SIGNS SHALL BE INCLUDED PHASE WORK AREAS AND SHALL DELINEATE ACCESS BY MEANS OF SIGNS, AOBE TO THEIR DRIVEWAYS AND SHALL MAINTAIN ACCESS THROUGH ALL THE CONTRACTOR SHALL PROVIDE PROPERTY OWNERS WITH PROPER ACCESE

LEGEND:

FLAGS, (COST TO BE INCLUDED IN ITEM 619.01) INCLUDED IN ITEM 619.01)

TYPE B FLASHING LIGHT (COST TO BE ITEM 619.1711

TEMPORARY CONCRETE BARRIER (UNPINNED), WITH TYPE B FLASHING LIGHT, ITEM 619.04 TYPE III CONSTRUCTION BARRICADE, SIGNS, PAYMENT UNDER ITEM 619.01 DIRECTION OF TRAVEL 500' 500'

500 ft

CLOSED

ROAD

(36"x36") W20-3

AHEAD

CLOSED

ROAD

(36"x36") W20-3

CLOSED

BRIDGE

(ON OWN POST) (48"x30") R11-2 500' 500'

500 ft

CLOSED

ROAD

(36"x36") W20-3 (36"x36") W20-3

AHEAD

CLOSED

ROAD

CLOSED

BRIDGE

(ON OWN POST) (48"x30") R11-2 (NOT TO SCALE)

WZTC-1

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L .T . M A Y 2 0 2 1

(4)

S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-1 S-4 S-3 S-4 S-6 S-7 S-7 S-4 S-5 S-7 S-7 S-2 S-4 S-5 S-4 S-10 S-6 S-8 S-4 S-8 R11-3B (60''x30'') R11-3B (60''x30'')

AHEAD

LOCAL TRAFFIC ONLY

BRIDGE CLOSED

RENSSELAER

4

COUNTY

DETOUR

END

DETOUR

AHEAD

CLOSED

BRIDGE

1 MILE

CLOSED

BRIDGE

LEGEND:

FLAGS, (COST TO BE INCLUDED IN ITEM 619.01) INCLUDED IN ITEM 619.01)

TYPE B FLASHING LIGHT (COST TO BE GRID NORTH (NOT TO SCALE)

DETOUR PLAN

WZTC-2

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S-9 S-4 S-8 S-7 S-5 S-4 S-4 S-8 S-4 S-4 S-4 S-4 S-9 S-5 S-7 S-4 S-4 S-4 S-8

0.5 MILES AHEAD

LOCAL TRAFFIC ONLY

BRIDGE CLOSED

ITEM 619.11

TEMPORARY CONCRETE BARRIER (UNPINNED), ITEM 619.04

WITH TYPE B FLASHING LIGHT, TYPE III CONSTRUCTION BARRICADE, SIGNS, PAYMENT UNDER ITEM 619.01 IN CONTRACT

NOTE: SIGN NOT INCLUDED

N : \ P r o j e c t s \ 2 0 1 7 \ 1 1 7 -3 0 6 V a n H o e s e n \ c a d d \ d g n \ 1 1 7 -3 0 6 _ c p b _ m p p _ 0 2 . d g n 5 / 3 / 2 0 2 1 J G e i s l e r A P P L IC A B L E S T A T E A N D / O R L O C A L L A W S T O T H IS D O C U M E N T I S A V IO L A T IO N O F U N A U T H O R IZ E D A L T E R A T IO N O R A D D IT IO N B Y D A T E R E V IS IO N N O . D E S IG N E D : C M N o .: C H E C K E D : D A T E : S C A L E : A S N O T E D

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S E E C O V E R F IN A L P L A N F I L E = U S E R = D A T E = C R E IG H T O N M A N N IN G E N G IN E E R IN G , L L P 2 W IN N E R S C IR C L E A L B A N Y N E W Y O R K 1 2 2 0 5 P : ( 5 1 8 ) 4 4 6 -0 3 9 6 F : ( 5 1 8 ) 4 4 6 -0 3 9 7 W W W .C M E L L P .C O M S H A L L S T A M P T H E D O C U M E N T A N D I N C L U D E T H E N O T A T I O N " A L T E R E D B Y " F O L L O W E D B Y T H E I R S I G N A T U R E , T H E D A T E O F S U C H A L T E R A T I O N , A N D A S P E C I F I C D E S C R I P T I O N O F T H E A L T E R A T I O N . T O A L T E R A N I T E M I N A N Y W A Y . I F A N I T E M B E A R I N G T H E S T A M P O F A L I C E N S E D P R O F E S S I O N A L I S A L T E R E D , T H E A L T E R I N G E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R , 1 1 7 -3 0 6 D R A W N B Y : K .H .D . J .G .

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L .T . M A Y 2 0 2 1

(5)

0 10 10 20 30 40' 1" = 20' V E R T . C L E A R A N C E 2 0 ' -6 " WEST ABUT. BRG. (FIXED) c

PLAN

G_R ID N_O R_T H

EXISTING EAST ABUTMENT EAST ABUT. BRG. (EXP.) c TO REMAIN EXISTING TRUSS 90'-0" SPAN BEARINGS c TO c TO REMAIN (TYP.) EXISTING GUIDE RAIL

ORIGINAL GROUND EXISTING WEST ABUTMENT

ELEVATION A-A

TO REMAIN EXISTING WINGWALL RAIL TO REMAIN (TYP.)

EXISTING GUIDE LINE TO REMAIN (TYP.)

EXISTING BURIED GAS

DECK EDGE PROPOSED

REMAIN (TYP.) EXISTING TRUSS TO TO REMAIN (TYP.) SUPPORTED GAS LINE EXISTING TRUSS

UTILITY LINES TO REMAIN EXISTING OVERHEAD RAIL TO REMAIN (TYP.)

EXISTING BRIDGE

TO CR 3

TO SAND RD

TRAVEL LANE 11'-0" TRAVEL LANE 11'-0" BEARINGS c TO c TRAVEL LANE 11'-0" TRAVEL LANE 11'-0" ( O U T T 0 O U T ) 2 2 ' -0 " C L E A R

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AND BACKWALL TO REMAIN (TYP.) EXISTING BRIDGE SEAT

A

INVENTORY

OPERATING

LOAD RATING (LRFR)

HL-93 HL-93 1.23 1.60 SKEW 19°15'00" 35'-0" 90'-0" SPAN 35'-0"

INVENTORY

OPERATING

LOAD RATING (LFD)

HS-20 HS-20 1.27 2.12

ST-1

5

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I T E M S 4 9 0 . 3 0 A N D 4 0 2 . 1 2 8 2 0 4 A S P H A L T O V E R L A Y L I M I T C O L D M I L L I N G A N D I T E M S 4 9 0 . 3 0 A N D 4 0 2 . 1 2 8 2 0 4 A S P H A L T O V E R L A Y L I M I T C O L D M I L L I N G A N D ITEM 557.42000008 NEW EXODERMIC DECK

0.5%

TO THE RIGHT TRUSS.

ADDITIONAL OF A 12" DIA. WATERLINE FUTURE WEARING SURFACE AND THE THE LOAD RATING INCLUDES A 20 PSF

( E X I S T I N G & P R O P O S E D )

(EXISTING & PROPOSED) 19'-5" HORIZONTAL CLEARANCE

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(POST ROAD BRANCH MAIN) TO REMAIN

EXISTING RAIL ROAD TRACKS (TYP. NORTH TRUSS) BRACKET TO REMAIN EXISTING UTILITY

(TYP. SOUTH TRUSS) SEE DWG. ST-7

PROPOSED UTILITY BRACKET

(CR 4) VAN HOESEN RD c EXISTING

VAN HOESEN RD (CR 4)

N : \ P r o j e c t s \ 2 0 1 7 \ 1 1 7 -3 0 6 V a n H o e s e n \ c a d d \ d g n \ 1 1 7 -3 0 6 _ c p b _ g e n _ 0 1 . d g n 5 / 3 / 2 0 2 1 J G e i s l e r A P P L IC A B L E S T A T E A N D / O R L O C A L L A W S T O T H IS D O C U M E N T I S A V IO L A T IO N O F U N A U T H O R IZ E D A L T E R A T IO N O R A D D IT IO N B Y D A T E R E V IS IO N N O . SHEET NUMBER 12 D E S IG N E D : C M N o .: C H E C K E D : D A T E : S C A L E : A S N O T E D of F O R S T A M P S E E C O V E R F IN A L P L A N F I L E = U S E R = D A T E = C R E IG H T O N M A N N IN G E N G IN E E R IN G , L L P 2 W IN N E R S C IR C L E A L B A N Y N E W Y O R K 1 2 2 0 5 P : ( 5 1 8 ) 4 4 6 -0 3 9 6 F : ( 5 1 8 ) 4 4 6 -0 3 9 7 W W W .C M E L L P .C O M S H A L L S T A M P T H E D O C U M E N T A N D I N C L U D E T H E N O T A T I O N " A L T E R E D B Y " F O L L O W E D B Y T H E I R S I G N A T U R E , T H E D A T E O F S U C H A L T E R A T I O N , A N D A S P E C I F I C D E S C R I P T I O N O F T H E A L T E R A T I O N . T O A L T E R A N I T E M I N A N Y W A Y . I F A N I T E M B E A R I N G T H E S T A M P O F A L I C E N S E D P R O F E S S I O N A L I S A L T E R E D , T H E A L T E R I N G E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R , 1 1 7 -3 0 6 D R A W N B Y : K .H .D . J .G .

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L .T . M A Y 2 0 2 1

(6)

22'-0" CLEAR ROADWAY TRUSS c TO c 24'-2…"

EXISTING BRIDGE SECTION

SCALE: ‚"=1'-0"

ST-2

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TRAVEL LANE 11'-0" TRAVEL LANE 11'-0" TRUSS (TYP.) c

GUIDE RAIL TO REMAIN EXISTING BOX BEAM

TRUSS c TO c 24'-2…"

PROPOSED BRIDGE SECTION

SCALE: ‚"=1'-0" TRAVEL LANE 11'-0" TRAVEL LANE 11'-0" TRUSS (TYP.) c

GUIDE RAIL TO REMAIN EXISTING BOX BEAM

2'-7„" 6 SPACES @ 3'-2 = 19'-0" 2'-7„" 2.0% 2.0% 1'-1„" 1'-0" 4 SPACES @ 5'-0" = 20'-0" 1'-0" 1'-1„" ITEMS 564.0501 AND 564.20010008 GALVANIZED STEEL FLOOR BEAM

ITEMS 564.0501 AND 564.20010008 GALVANIZED STEEL STRINGER (TYP.)

NOTES:

‚ " PER FT. ‚ " PER FT. CR4 c CR4 c SUPPORT TO REMAIN

GAS LINE AND d

12"

EXISTING TRUSS TO REMAIN (TYP.)

IN ITEM 202.2302

REMOVED, COST TO BE INCLUDED GALVANIZED STEEL DECK PANS TO BE IN ITEM 202.2302

REMOVED, COST TO BE INCLUDED ASPHALT WEARING SURFACE TO BE IN ITEM 589.520001

TO BE REMOVED, COST TO BE INCLUDED EXISTING END FLOOR BEAM PLATE

ITEM 589.520001 FLOOR BEAM TO BE REMOVED EXISTING W21x101

REMOVED, ITEM 589.520002 (TYP.) EXISTING STRINGERS TO BE

(SEE NOTE 2) TO REMAIN (TYP.) EXISTING GUSSET PLATE

SUPPORT TO REMAIN GAS LINE AND d

12"

ITEM 557.0503 PLUS HALF FILLED DECK 1•" CONCRETE OVERLAY

EXISTING TRUSS TO REMAIN (TYP.)

(SEE NOTE 2) TO REMAIN (TYP.) EXISTING GUSSET PLATE

SEE DETAIL ON DWG. ST-4 FLOOR BEAM END PLATE,

INCLUDED IN ITEM 202.2302 (TYP.) BE REMOVED, COST TO BE EXISTING SPASH GUARD TO

ITEM 557.42000008 6•" EXODERMIC DECK ITEM 557.42000008 (TYP.) COST TO BE INCULDED IN , p NEW 12"x48"x1/4" SPLASH GUARD

BY OTHERS WATERLINE HANGER FUTURE WATERLINE AND

ST-7

1

3 ' -2 " ( M I N . ) ITEM 663.0512 NEW UTILITY BRACKET,

DAMAGE THE EXISTING GUSSET PLATE. CONTRACTOR SHALL TAKE CARE TO NOT 2.

THROUGHOUT CONSTRUCTION.

EXISTING TRUSSES SHALL REMAIN STABLE CONTRACTOR SHALL ENSURE GAS LINE AND 1.

LIMITS OF DECK, ITEMS 557.42000008, 557.0503 22'-0" CLEAR ROADWAY

AND WINTER SURFACE TREATMENT, ITEM 557.29

N : \ P r o j e c t s \ 2 0 1 7 \ 1 1 7 -3 0 6 V a n H o e s e n \ c a d d \ d g n \ 1 1 7 -3 0 6 _ c p b _ t y p _ 0 1 . d g n 5 / 3 / 2 0 2 1 J G e i s l e r A P P L IC A B L E S T A T E A N D / O R L O C A L L A W S T O T H IS D O C U M E N T I S A V IO L A T IO N O F U N A U T H O R IZ E D A L T E R A T IO N O R A D D IT IO N B Y D A T E R E V IS IO N N O . D E S IG N E D : C M N o .: C H E C K E D : D A T E : S C A L E : A S N O T E D F O R S T A M P S E E C O V E R F IN A L P L A N F I L E = U S E R = D A T E = C R E IG H T O N M A N N IN G E N G IN E E R IN G , L L P 2 W IN N E R S C IR C L E A L B A N Y N E W Y O R K 1 2 2 0 5 P : ( 5 1 8 ) 4 4 6 -0 3 9 6 F : ( 5 1 8 ) 4 4 6 -0 3 9 7 W W W .C M E L L P .C O M S H A L L S T A M P T H E D O C U M E N T A N D I N C L U D E T H E N O T A T I O N " A L T E R E D B Y " F O L L O W E D B Y T H E I R S I G N A T U R E , T H E D A T E O F S U C H A L T E R A T I O N , A N D A S P E C I F I C D E S C R I P T I O N O F T H E A L T E R A T I O N . T O A L T E R A N I T E M I N A N Y W A Y . I F A N I T E M B E A R I N G T H E S T A M P O F A L I C E N S E D P R O F E S S I O N A L I S A L T E R E D , T H E A L T E R I N G E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R , 1 1 7 -3 0 6 D R A W N B Y : K .H .D . J .G .

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L .T . M A Y 2 0 2 1

(7)

L1 L3 L5 L7 L9 L11 L13 L15 L15 L13 L7 L5 L1 W14x43 W14x38 W14x34 W14x34 W14x34 W14x34 W14x34 W 2 1 x 1 0 1 W14x34 W14x34 W14x34 W14x34 W14x34 W14x38 W14x43 19°15'00" 0 5 10 15 20' 5 1" = 10' T R U S S c T O c 2 4 ' -2 … " 2 S P A C E S @ 5 ' -0 " = 1 0 ' -0 " 5 ' -0 " = 1 0 ' -0 " 2 S P A C E S @ L1 90'-0" SPAN 22'-•" 67'-11•" 5 PANELS @ 13'-7 1/8" = 67'-11†" 22'-…" 90'-0" 22'-•" 5 PANELS @ 13'-7 1/8" = 67'-11•" LEFT TRUSS RIGHT TRUSS L11 L9 L7 L5 L9 L11 L13 L15 L15 L13 L11 L9 L7 L5 L1 W 2 1 x 1 0 1 W 2 1 x 1 0 1 W 2 1 x 1 0 1 W 2 1 x 1 0 1

PROPPOSED FRAMING PLAN

T R U S S E S c T O c 2 4 ' -2 … "

ST-3

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W 1 8 x 1 4 3 W 1 8 x 1 4 3 W 1 8 x 1 4 3 W 1 8 x 1 4 3 W 1 8 x 1 4 3 RIGHT TRUSS W14x68 W14x68 W14x68 W14x43 S5 S4 S3 S2 S1

PANEL 3 PANEL 4 PANEL 5

W14x43 W14x68 W14x68 W14x68 W14x68 FB1 FB2 FB3 FB4 FB5 FB6 FB7

ROD UNDER STRINGERS (TYP.) d 1" PANEL 2 - PANEL 5 W14x43 STRINGER (TYP.)

NOTES:

PANEL 2 PANEL 1

EXISTING FRAMING PLAN

W1 4x 68 W14x68 W1 4x 68 G_R ID N_O R_T H G_R ID N_O R_T H

PANEL 6 LEFT TRUSS

3 ' -2 " = 9 ' -6 " 3 ' -2 " = 9 ' -6 " 3 S P A C E S @ 3 S P A C E S @ 564.0501 AND 564.20010008

ALL NEW STEEL TO BE GALVANIZED, ITEMS 3.

ALL RODS TO BE ASTM A36 (MIN.) 2.

50 STEEL

ALL W SHAPES TO BE ASTM A709 GRADE 1.

PANEL 1 PANEL 2 PANEL 3 PANEL 4 PANEL 5 PANEL 6

ITEM 589.520004 (TYP.) ROD TO BE REMOVED d 1" ITEM 589.520002 (TYP.) W14x34 STRINGER TO BE REMOVED ITEM 589.520001 (TYP.) FLOOR BEAM TO BE REMOVED

ITEM 589.520002 (TYP.) STRINGERS TO BE REMOVED PANEL 1 AND PANEL 6

ITEM 589.520003 (TYP.) TO BE CUT FLUSH TO BRIDGE SEAT REMOVED AND ANCHOR RODS STRINGER BEARING TO BE

OF TRUSS BRG.) c

(TO

19°15'00" SKEW (TO FLOOR BEAM) 20°19'48.7" SKEW ST-5

1

ST-5

2

ROADWAY BRIDGE & c ROADWAY BRIDGE & c ROADWAY BRIDGE & c ROADWAY BRIDGE & c (TYP.) 5 PANELS @ 13'-7 1/8" = 67'-11†" 22'-…" 17'-9†"* 19'-7‡"* 21'-6„"* 15'-11•"* 14'-1‚"* 21'-6‚"* 19'-8"* 17'-9‡"* 15'-11†"* 14'-1…"* FLOOR BEAM. c FLOOR BEAM TO c * STRINGER LENGTHS ARE MEASURED FROM

N : \ P r o j e c t s \ 2 0 1 7 \ 1 1 7 -3 0 6 V a n H o e s e n \ c a d d \ d g n \ 1 1 7 -3 0 6 _ c p b _ f r m _ p l n _ 0 1 . d g n 5 / 3 / 2 0 2 1 J G e i s l e r A P P L IC A B L E S T A T E A N D / O R L O C A L L A W S T O T H IS D O C U M E N T I S A V IO L A T IO N O F U N A U T H O R IZ E D A L T E R A T IO N O R A D D IT IO N B Y D A T E R E V IS IO N N O . SHEET NUMBER 12 D E S IG N E D : C M N o .: C H E C K E D : D A T E : S C A L E : A S N O T E D of F O R S T A M P S E E C O V E R F IN A L P L A N F I L E = U S E R = D A T E = C R E IG H T O N M A N N IN G E N G IN E E R IN G , L L P 2 W IN N E R S C IR C L E A L B A N Y N E W Y O R K 1 2 2 0 5 P : ( 5 1 8 ) 4 4 6 -0 3 9 6 F : ( 5 1 8 ) 4 4 6 -0 3 9 7 W W W .C M E L L P .C O M S H A L L S T A M P T H E D O C U M E N T A N D I N C L U D E T H E N O T A T I O N " A L T E R E D B Y " F O L L O W E D B Y T H E I R S I G N A T U R E , T H E D A T E O F S U C H A L T E R A T I O N , A N D A S P E C I F I C D E S C R I P T I O N O F T H E A L T E R A T I O N . T O A L T E R A N I T E M I N A N Y W A Y . I F A N I T E M B E A R I N G T H E S T A M P O F A L I C E N S E D P R O F E S S I O N A L I S A L T E R E D , T H E A L T E R I N G E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R , 1 1 7 -3 0 6 D R A W N B Y : K .H .D . J .G .

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L .T . M A Y 2 0 2 1

(8)

SCALE: •"=1'-0"

LATERAL ROD ANCHOR

1'-5‡" 5'-4" 5'-4" 5'-4" 5'-4" 1'-5‡" 1'-5‡" 5'-0" 5'-0" 5'-0" 5'-0" 1'-5‡" (SEE DETAILS ON ST-5) LATERAL ROD ANCHOR

(SEE DETAILS ON ST-5) LATERAL ROD ANCHOR

STRINGER (TYP.) c

OF BOLT GROUP & c 6•" 6„" STRINGER (TYP.) c STRINGER c 6„" BOLT GROUP c 6•" 6•" STRINGER (TYP.) c

22'-11ƒ" FLOOR BEAM LENGTH (EXCLUDING FLOOR BEAM END PLATE)

24'-3ƒ" FLOOR BEAM LENGTH (EXCLUDING END FLOOR BEAM END PLATE)

NOTES:

ST-4

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STRINGER (TYP.) c

OF BOLT GROUP & c 6„" hHOLE (TYP.) d •" hHOLE (TYP.) d •" @ W14x68

‰" BELOW BOLT GROUP

BOLT GROUP (TYP.) c 5•" 6„" 4‹" _6„" 5•" 6‡" 6•" STRINGER (TYP.) c

BOLT GROUP (TYP.) c

STRINGER (TYP.) c

‹" ABOVE BOLT GROUP @ W14x43 †" ABOVE BOLT GROUP @ W14x68

@ W14x68

5" (MAX.) 4" SHEAR STUD @ 1'-8" (MAX.) ITEM 556.03 5" (MAX.)

BOLT GROUP c

‰" BELOW BOLT GROUP @ W14x68

1‡" ABOVE BOLT GROUP @ W14x68

†" ABOVE BOLT GROUP @ W14x68 ‹" ABOVE BOLT GROUP @ W14x43 GROUP @ W14x43 1•" ABOVE BOLT GROUP BOLT c 6„"

CAMBER TABLE (IN)

MEMBER

BEG. ABUT

CL OF BRG.

0.5L

END ABUT

CL OF BRG.

FB2 & FB 6 0.0 0.13 0.0 FB3 - FB5 0.0 0.11 0.0 CAMBER UPWARD.

SHALL BE PLACED WITH NATURAL MIL CAMBER. MEMBERS NOT REQUIRING CAMBER MEMBERS NOT LISTED DO NOT REQUIRE

5" (MAX.) 4" SHEAR STUD @ 1'-8" (MAX.) ITEM 556.03 5" (MAX.)

END FLOORBEAM DETAIL

FLOORBEAM DETAIL

USE ‚" SHIMS AS NECESSARY. END FLOORBEAM 1" SHORT NOTE:

(MIN.).

ALL W SHAPES AND PLATES TO BE ASTM A709 GRADE 50 3.

GALVANIZED, ITEMS 564.0501 AND 564.20010008. ALL NEW STEEL, INCLUDING SHIM PLATES, SHALL BE 2.

ITEM 586.10.

FIELD DRILL TWO HOLES IN EXISTING TRUSS GUSSET PLATE, 1. N : \ P r o j e c t s \ 2 0 1 7 \ 1 1 7 -3 0 6 V a n H o e s e n \ c a d d \ d g n \ 1 1 7 -3 0 6 _ c p b _ d t l _ m i s _ 0 1 . d g n 5 / 3 / 2 0 2 1 J G e i s l e r A P P L IC A B L E S T A T E A N D / O R L O C A L L A W S T O T H IS D O C U M E N T I S A V IO L A T IO N O F U N A U T H O R IZ E D A L T E R A T IO N O R A D D IT IO N B Y D A T E R E V IS IO N N O . D E S IG N E D : C M N o .: C H E C K E D : D A T E : S C A L E : A S N O T E D F O R S T A M P S E E C O V E R F IN A L P L A N F I L E = U S E R = D A T E = C R E IG H T O N M A N N IN G E N G IN E E R IN G , L L P 2 W IN N E R S C IR C L E A L B A N Y N E W Y O R K 1 2 2 0 5 P : ( 5 1 8 ) 4 4 6 -0 3 9 6 F : ( 5 1 8 ) 4 4 6 -0 3 9 7 W W W .C M E L L P .C O M S H A L L S T A M P T H E D O C U M E N T A N D I N C L U D E T H E N O T A T I O N " A L T E R E D B Y " F O L L O W E D B Y T H E I R S I G N A T U R E , T H E D A T E O F S U C H A L T E R A T I O N , A N D A S P E C I F I C D E S C R I P T I O N O F T H E A L T E R A T I O N . T O A L T E R A N I T E M I N A N Y W A Y . I F A N I T E M B E A R I N G T H E S T A M P O F A L I C E N S E D P R O F E S S I O N A L I S A L T E R E D , T H E A L T E R I N G E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R , 1 1 7 -3 0 6 D R A W N B Y : K .H .D . J .G .

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L .T . M A Y 2 0 2 1 2 5 ‚ " 1 • " 3 ƒ " 3 " 3 " 3 " 3 " 5 • " 2 • " 13" 2" 2" 6•" 6•" … " 3 … " ƒ"

FLOORBEAM END PLATE

ƒ" W18x143 FLOOR BEAM Š" Š" SCALE: ƒ"=1'-0" FLOOR BEAM W14x68 END 1'-1" 1 ' -6 ƒ " 6•" 6•" 4" 4" 2•"2•" 3 ‚ " 7 " 3 " 4 " 7" 3" 3" 1 • " 1 " 2 ‚ " SCALE: ƒ"=1'-0"

SHIM PLATE DETAIL

END SHIM PLATE DETAIL

SCALE: ƒ"=1'-0" SCALE: ƒ"=1'-0" 1'-1" 6•" 6•" 4" 4" 2•"2•" 1 ' -6 ƒ " 3 ‚ " 7 " 3 " 4 " 1 • "

NOTE: 10 - ‚" SHIM PLATES REQUIRED 7"

3" 3"

NOTE: 10 - „" SHIM PLATES REQUIRED 13" 2" 2" 6•" 6•" 2 5 ‚ " 1 • " 3 ƒ " 3 " 3 " 3 " 3 " 5 • " 2 • " (TYP.) HOLE d •" (TYP.) HOLE d •" (TYP.) HOLE d •" (TYP.) HOLE d •"

END FLOORBEAM END PLATE

NOTE 1 SEE

(9)

LEVEL

W18x143

FLOOR BEAM HAUNCH DETAIL

STRINGER HAUNCH DETAIL

2.0% 0.01' L 4x4x• FLOORBEAM WEB Š" BOTTOM FLANGE FLOOR BEAM (NOT TO SCALE)

ROD CONNECTION DETAIL

ROD d 1" 1'-0" p ƒ" THICK

HOLE FOR 1" EXPANSION ANCHOR d 1ˆ" WEB 1'-0" WEB 10" 1" EXPANSION ANCHOR SLOTTED HOLE FOR

10"

p ƒ" THICK

W14x68 END FLOOR BEAM W14x68 SCALE: 1"=1-0" SCALE: 1"=1-0"

NOTES:

1•" CONCRETE OVERLAY ITEM 557.42000008 BE INCLUDED IN NECCESSARY, COST TO OR BULKHEAD AS SHEET METAL FORM

IN ITEM 557.42000008 COST TO BE INCLUDED HAUNCH ANGLE 1•" CONCRETE OVERLAY

ST-3

1 BOLSTER DETAILS - FIXED END

SCALE: 1"=1'-0"

ST-3

2

SCALE: 1"=1'-0"

BOLSTER DETAILS - EXPANSION END

5‰" 1•" 6•" 5‰" 1•" 6•"

ST-5

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1 STRINGER END CONNECTIONS

MEMBER

STRINGER

A (IN)

B (IN)

W14X43 S1 & S5 W14X43 S2 & S4 W14X43 S5 W14X68 S1 & S5 W14X68 S2 & S4 W14X68 S5

NOTE:

ITEM 556.03

OTHER BAY (1'-8" MAX. SPACING)

4" SHEAR STUD @ EVERY ITEM 556.03

@ 1'-8" (MAX.) SPACING 4" SHEAR STUD

1. ALL ANGLES TO BE ASTM A36 (MIN.)

2. ALL PLATES TO BE ASTM A709 GRADE 50 (MIN.)

3. ALL NEW STEEL TO BE GALVANIZED, ITEMS 564.0501 AND 564.20010008. 4. 2Œ" 3‰" 4…" 2…" 3" 4‰" 2Œ" 1‡" •" 2ƒ" 2ˆ" ‡" ASTM A325 d ALL BOLTS TO BE ‡"

BE INCLUDED IN ITEMS 564.0501 AND 564.20010008. ‚" SHIMS AS NECESSARY FOR FIELD CONDITIONS, COST TO BRIDGE SEAT AND BOTTOM OF FLANGE. PROVIDE ADDITIONAL ƒ" IS THE THEORETICAL DISTANCE BETWEEN TOP OF 0.22'@ FLOORBEAM MID SPAN

0.0' @ FLOORBEAM END END W14x68 FLOORBEAM N : \ P r o j e c t s \ 2 0 1 7 \ 1 1 7 -3 0 6 V a n H o e s e n \ c a d d \ d g n \ 1 1 7 -3 0 6 _ c p b _ d t l _ m i s _ 0 2 . d g n 5 / 3 / 2 0 2 1 J G e i s l e r A P P L IC A B L E S T A T E A N D / O R L O C A L L A W S T O T H IS D O C U M E N T I S A V IO L A T IO N O F U N A U T H O R IZ E D A L T E R A T IO N O R A D D IT IO N B Y D A T E R E V IS IO N N O . SHEET NUMBER 12 D E S IG N E D : C M N o .: C H E C K E D : D A T E : S C A L E : A S N O T E D of F O R S T A M P S E E C O V E R F IN A L P L A N F I L E = U S E R = D A T E = C R E IG H T O N M A N N IN G E N G IN E E R IN G , L L P 2 W IN N E R S C IR C L E A L B A N Y N E W Y O R K 1 2 2 0 5 P : ( 5 1 8 ) 4 4 6 -0 3 9 6 F : ( 5 1 8 ) 4 4 6 -0 3 9 7 W W W .C M E L L P .C O M S H A L L S T A M P T H E D O C U M E N T A N D I N C L U D E T H E N O T A T I O N " A L T E R E D B Y " F O L L O W E D B Y T H E I R S I G N A T U R E , T H E D A T E O F S U C H A L T E R A T I O N , A N D A S P E C I F I C D E S C R I P T I O N O F T H E A L T E R A T I O N . T O A L T E R A N I T E M I N A N Y W A Y . I F A N I T E M B E A R I N G T H E S T A M P O F A L I C E N S E D P R O F E S S I O N A L I S A L T E R E D , T H E A L T E R I N G E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R , 1 1 7 -3 0 6 D R A W N B Y : K .H .D . J .G .

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L .T . M A Y 2 0 2 1 STRINGER L4x4x• (TYP.) hHOLES d •" B A 1‚" 2‚" 2ƒ" 1‚" SCALE: 1•"=1'-0" BOLTS (TYP.) d ‡"

STRINGER END CONNECTIONS

7 • " 5 ‰ " SPLICE c 1'-6" #4 BAR @ 8" MAX.

MAX.=MAIN BAR SPACING 2" MIN. SPLICE GAP

(NOT TO SCALE)

CAST-IN-PLACE TRANSVERSE

PANEL CONNECTION

(10)

2 SPACES @ 2 SPACES @ W 1 4 x 4 3 W 1 4 x 6 8 W 1 4 x 6 8 W 1 4 x 6 8 W 1 4 x 6 8 TRUSS c TO c 24'-2…" S2 S1 S3 S5 S4 5'-0" = 10'-0" 5'-0" = 10'-0" BEARING c SKEW TO TRUSS 19°15'00" W14_x68

END FLOOR BEAM PLAN

SCALE: ‚"=1'-0" FLOORBEAM NEW END (TYP.) NEW STRINGER c ROD (TYP.) d NEW 1" FLOOR BEAM SKEW TO 20°19'48.8" ST-5

1

ST-5

2

THIS DWG. PLATE PLAN, SEE END GUSSET

TO REMAIN (TYP.) EXISTING TRUSS (TYP.) EXISTING TRUSS c

A

ST-6 & R A O D W A Y B R I D G E c AS NECESSARY COPE FLANGE

ST-6

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N : \ P r o j e c t s \ 2 0 1 7 \ 1 1 7 -3 0 6 V a n H o e s e n \ c a d d \ d g n \ 1 1 7 -3 0 6 _ c p b _ d t l _ m i s _ 0 3 . d g n 5 / 3 / 2 0 2 1 J G e i s l e r A P P L IC A B L E S T A T E A N D / O R L O C A L L A W S T O T H IS D O C U M E N T I S A V IO L A T IO N O F U N A U T H O R IZ E D A L T E R A T IO N O R A D D IT IO N B Y D A T E R E V IS IO N N O . D E S IG N E D : C M N o .: C H E C K E D : D A T E : S C A L E : A S N O T E D F O R S T A M P S E E C O V E R F IN A L P L A N F I L E = U S E R = D A T E = C R E IG H T O N M A N N IN G E N G IN E E R IN G , L L P 2 W IN N E R S C IR C L E A L B A N Y N E W Y O R K 1 2 2 0 5 P : ( 5 1 8 ) 4 4 6 -0 3 9 6 F : ( 5 1 8 ) 4 4 6 -0 3 9 7 W W W .C M E L L P .C O M S H A L L S T A M P T H E D O C U M E N T A N D I N C L U D E T H E N O T A T I O N " A L T E R E D B Y " F O L L O W E D B Y T H E I R S I G N A T U R E , T H E D A T E O F S U C H A L T E R A T I O N , A N D A S P E C I F I C D E S C R I P T I O N O F T H E A L T E R A T I O N . T O A L T E R A N I T E M I N A N Y W A Y . I F A N I T E M B E A R I N G T H E S T A M P O F A L I C E N S E D P R O F E S S I O N A L I S A L T E R E D , T H E A L T E R I N G E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R , 1 1 7 -3 0 6 D R A W N B Y : K .H .D . J .G .

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L .T . M A Y 2 0 2 1 SCALE: ƒ"=1'-0" SCALE: ƒ"=1'-0"

END GUSSET PLATE PLAN

CONNECTION c 1'-1" 7" 1'-8" 6 " 6" 2'-6" 6•" 6•" •" 1 ' -1 „ " 1 ‚ " 1 ' -6 ƒ " 1 " 1 ' -9 " •" •" 1 1 " STIFFENER W12x50 p GUSSET NEW •" TO REMAIN W12x50 EXISTING TO REMAIN p EXISTING TO REMAIN C12x30 EXISTING 20°19'48.8"

NEW END FLOORBEAM

TO REMAIN EXISTING C12x30 TO REMAIN p EXISTING GUSSET (TYP.) p NEW 2'-6" x 1'-9" x •" GUSSET PLATE (TYP. EACH SIDE), ITEM 586.10

FIELD DRILL HOLE EXISTING TRUSS GUSSET

ST-6

A

END GUSSET PLATE

SHIM PLATE (TYP.) STIFFENER NEW 8"x11"x•" STIFFENER 11" LONG NEW W12x50 p FLOORBEAM SHIM AND END p NEW END FLOORBEAM

(TYP.) p NEW 1'-1" x 1'-6ƒ" X ƒ" END FLOORBEAM p

NEW END FLOORBEAM

(TYP.) p NEW ‚" END FLOORBEAM SHIM

8" 1 • " 3 " 4 " 2 • " • " •" 1 1 " 4" 4" 1•" 5" 1•"

STIFFENER SHIM PLATE

SCALE: 1•"=1'-0"

NOTE: 8-•" STIFFENER SHIM PLATES REQUIRED. p 1/2"

(11)

90'-0" C/C BRG.

BRIDGE SEAT DETAIL

SCALE: •"=1'-0" TO REMAIN EXISTING BACKWALL ITEM 490.30 OF BITUMINOUS CONCRETE MISCELLANEOUS COLDMILLING ITEM 402.128204

HMA 80 SERIES COMPACTION 1•" - 12.5 F3 TOP COURSE COAT, ITEM 407.0102 DILUTED TACK EXISTING ASPHALT TO REMAIN EXISTING PEDESTAL ASPHALT OVERLAY 35'-0" LIMITS OF 1'-8ƒ" u 6" ST-7

1

ITEM 567.47000018 ELASTOMERIC CONCRETE u 6•" (SEE NOTES 2 AND 3)

ITEM 580.01 CONCRETE AND ASPHALT REMOVAL OF STRUCTURAL u

7•"

1" NEW END FLOORBEAM

TO REMAIN EXISTING BRIDGE SEAT ITEM 589.520003 EXISTING STRINGER BEARING TO BE REMOVED

SCALE: •"=1'-0"

END PLATE DETAIL

OF JOINT c ROD FOAM BACKER CLOSED CELL ROUND SOFT (TYP.) •" RECESS F n JOINT OPENING @ 68 LIQUID SEALANT

EXODERMIC DECK ITEM INCLUDE COST IN ANCHOR STUD d 4" ITEM 567.47000018 ELASTOMETIC CONCRETE ST-7

1 JOINT DETAIL

NOT TO SCALE (TYP.) u 6•"

NOTES:

DECK ITEM INCLUDE COST IN EXODERMIC MATCH TO EXODERMIC DECK p CONTINUOUS •"

DECK ITEM INCLUDE COST IN EXODERMIC MATCH TO EXODERMIC DECK, p CONTINUOUS •"

ST-7

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11'-7Ž" 11'-7Ž" 23'-3†" 6•" 6•" 9Š" 6•" 6"

COST TO BE INCLUDED IN EXODERMIC DECK ITEM

4" SHEAR STUDS @ 18" 6"

COST TO BE INCLUDED IN EXODERMIC DECK ITEM 4" SHEAR STUDS @ 18"

BOTTOM OF EXODERMIC DECK HAUNCH OVER FLOORBEAM

4" (TYP.) 2†" OF END FLOORBEAM @ MIDPSAN p NEW ƒ" BOLSTER

UTILITY HANGER NOTES:

CUT OFF. INCLUDE COST IN ITEM 580.01. EXISTING BACKWALL REINFORCING SHALL BE 3.

BACKWALL. INCLUDE COST IN ITEM 580.01. REMOVE ASPHALT OVERLAY ABOVE EXISTING 2.

2 - 1/2" END PLATES REQUIRED 1.

TRUSS MEMBERS.

OF THE LOAD LOCATED 2'-3" (MAX.) FROM THE VERTICAL DIAMETER WATER PIPE WITH INSULATION WITH THE CENTER THE BRACKET IS DESIGNED TO SUPPORT A 12" (MAX.) 7.

(MIN.)

ALL STEEL FOR THE UTILITY BRACKET SHALL BE ASTM A36 6.

GALVANIZED, IN ACCORDANCE WITH ITEM 564.20010008. ALL STEEL FOR THE UTILITY BRACKET SHALL BE 5.

AND BOLTS.

SURFACES, FIELD DRILLING, GALVANIZING, WELDING, STEEL INCLUDING, BUT NOT LIMITED TO, CLEANING EXISTING WORK ASSOCIATED WITH INSTALLING THE BRACKET THE PRICE BID FOR ITEM 663.0512 SHALL INCLUDE ALL 4.

TRUSS.

OF THE VERTICAL MEMBERS ON THE RIGHT (SOUTHERN) CONTRACTOR SHALL INSTALL A TOTAL OF SIX (6) AT EACH 3.

STANDARD SPECIFICATION SECTION 663.

SHALL BE INSTALLED IN ACCORDANCE WITH NYSTOT UNIT IS EACH AND NOT LF AS DEFINED BY NYSDOT. BRACKET INSTALLED. CONTRACTOR SHALL NOTE THAT THE PAYMENT PAYMENT WILL BE MADE FOR NUMBER OF BRACKETS 2.

AND PIPE ROLLER IS NOT PART OF THIS CONTRACT. THE WATERLINE AND HARDWARE INCLUDING THREADED RODS BRACKETS AS SHOWN ON THESE DRAWINGS. INSTALLATION OF THE CONTRACTOR SHALL FURNISH AND INSTALL UTILITY 1. N : \ P r o j e c t s \ 2 0 1 7 \ 1 1 7 -3 0 6 V a n H o e s e n \ c a d d \ d g n \ 1 1 7 -3 0 6 _ c p b _ d t l _ m i s _ 0 4 . d g n 5 / 3 / 2 0 2 1 J G e i s l e r A P P L IC A B L E S T A T E A N D / O R L O C A L L A W S T O T H IS D O C U M E N T I S A V IO L A T IO N O F U N A U T H O R IZ E D A L T E R A T IO N O R A D D IT IO N B Y D A T E R E V IS IO N N O . SHEET NUMBER 12 D E S IG N E D : C M N o .: C H E C K E D : D A T E : S C A L E : A S N O T E D of F O R S T A M P S E E C O V E R F IN A L P L A N F I L E = U S E R = D A T E = C R E IG H T O N M A N N IN G E N G IN E E R IN G , L L P 2 W IN N E R S C IR C L E A L B A N Y N E W Y O R K 1 2 2 0 5 P : ( 5 1 8 ) 4 4 6 -0 3 9 6 F : ( 5 1 8 ) 4 4 6 -0 3 9 7 W W W .C M E L L P .C O M S H A L L S T A M P T H E D O C U M E N T A N D I N C L U D E T H E N O T A T I O N " A L T E R E D B Y " F O L L O W E D B Y T H E I R S I G N A T U R E , T H E D A T E O F S U C H A L T E R A T I O N , A N D A S P E C I F I C D E S C R I P T I O N O F T H E A L T E R A T I O N . T O A L T E R A N I T E M I N A N Y W A Y . I F A N I T E M B E A R I N G T H E S T A M P O F A L I C E N S E D P R O F E S S I O N A L I S A L T E R E D , T H E A L T E R I N G E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , A R C H I T E C T , L A N D S C A P E A R C H I T E C T , O R L A N D S U R V E Y O R , 1 1 7 -3 0 6 D R A W N B Y : K .H .D . J .G .

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L .T . M A Y 2 0 2 1 3'-0" 2" 6" 9" 1•"

ƒ" DIA. A-325 BOLTS

WT6x13 ‚" PLATE ‚" WT6x13 1•" 3•" 1•" ST-2

2 UTILITY BRACKET DETAILS

SCALE: ƒ"=1'-0" TO REMAIN EXISTING W12x26 TO REMAIN EXISTING W12x26 BOTTOM CHORD TO BOTTOM OF 3'-2" (MIN)