STATE

CONTRACTOR’S NAME

AWARD DATE

COMPLETION DATE

FINAL ACCEPTANCE DATE

REGIONAL DIRECTOR

ENGINEER IN CHARGE

FINAL COST TOTAL

FISCAL SHARE COST(S)FEDERAL AID

PROJECT NO.

CAPITAL PROJECT

LAKE ONTARIO

LONG ISLAND SOUND8

9

10

6

4

5

7

2

13SYRACUSE

UTICAROCHESTER

BUFFALO

HORNELL

WATERTOWN

HAUPPAUGE

ATLANTIC OCEAN

CONN.

LONG ISLAND

STATE OF NEW YORK

MAP OF THE

SHOWING

OF THE

BINGHAMTON

POUGHKEEPSIE

ALBANY

PENNSYLVANIA

VE

RM

ON

T

11

NEW YORK CITY

NEW

YORK

LONG ISLAND

SOUND

NEW

JERSEY

LAKE

ERIE

REGIONS & LOCATIONS

OF REGIONAL OFFICES

STATE DEPARTMENT

OF TRANSPORTATION

CA

NA

DA

CANADA

CANADA

PEN

N

CO

NN

MA

SS

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

EX C E L SIO R

IN C

HA

RG

E O

F

AS-BUILT DATA

S.

A.

HA

BIB

UL

LA

H

STATE OF NEW YORK

DEPARTMENT OF TRANSPORTATION

OFFICE OF ENGINEERING

27A

231

25A

495

102

105

24

27

110

108

25A

110

25

454

27A

27

27

25A

25B

101

25

106

107

135

107

106

25

347

454

347

25

25A

24

NORTHERN STATE PA

RK

WA

Y

SOUTHERN STATE

PARKWAY

STATE

SOUTHERN

SOUTHERN STATE

PARKWAY

HE

CK

SC

HE

R

ST

AT

EP

KW

Y

LOOP

PARKWAY

BAY

STATE

PKWY

ME

AD

OW

BR

OO

K

ST

AT

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AR

KW

AY

WA

NT

AG

H

ST

AT

EPA

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WA

Y

BE

TH

PA

GE

PK

WY

OCEAN

PARKWAY

RO

BE

RT

MO

SE

S

ST

AT

EPA

RK

WA

YS

AG

TIK

OS

ST

AT

EP

AR

KW

AY

SU

NK

EN

ME

AD

OW

ST

AT

EP

AR

KW

AY

LA

KE

VIL

LE

RD

.

NA

SS

AU

EX

PW

Y.

LIDO BLVD.

NIC

OL

LS

RD

.

OC

EA

N A

VE

.

111

PKWY

495

112

SMITHTOWN

BAY

PEN

INSU

LA

BLV

D.

0

SCALE

10km5km

NASSAU

LONG ISLAND SOUND

SUFFOLK

ATLANTIC OCEAN

109

PROJECT LOCATION

N

:

FED. ROAD REG. NO.

H. P

AT

EL

N.Y.1

PROJECT LOCATION SUFFOLK COUNTY

1

ALUMINUM BRIDGE

TOTAL SHEETSSHEET NO.

IDENTIFICATION NO.

LIST OF DRAWINGS

SH. No.

TITLE SHEET

DESCRIPTION DWG. NO.

SCOPE OF WORKS

2 ST-1

3 ST-2

MPT-1

MPT-2

5

6

9. PLACE PAVEMENT STRIPES.

QUANTITIES

AND OPEN THE ROADWAYS TO THE TRAFFIC.

DESCRIPTION

(

ITEM NO. UNIT QUANTITY

CM

556.0201 UNCOATED BAR REINFORCEMENT FOR CONCRETE STRUCTURES KG

580.03

619.0101 BASIC WORK ZONE TRAFFIC CONTROL (DAILY OPERATIONS) LS

619.04 TYPE III CONSTRUCTION BARRICADE EACH

619.07 TEMPORARY BUSINESS SIGNS

619.110304PORTABLE, VARIABLE MESSAGE SIGN (PVMS) (HYBRID FLIP DISK)

(CELLULAR COMMUNICATIONS)

619.24 LSNIGHTTIME OPERATIONS

)

C. S

IER

PN

IAK

ATIONALGROUP INTERNAONE PENN PLAZA, NEW YORK, NY 10119

DE

SIG

NE

D B

Y

S.

A.

HA

BIB

UL

LA

HH

. P

AT

EL

SHEETS 6 SUFFOLK COUNTY CONTRACT DXXXXX

1

H. P

AT

EL

ALL WORK CONTEMPLATED UNDER THIS CONTRACT IS TO BE COVERED BY

AND IN CONFORMITY WITH THE STANDARD SPECIFICATIONS (METRIC UNITS)

OF MAY 4, 2006 EXCEPT AS MODIFIED ON THESE PLANS AND IN THE

ITEMIZED PROPOSAL.

RED FLAG REPAIR FOR

ROUTE 110 ALUMINUM BRIDGE

OVER NY 27

110ROUTE ALUMINUM BRIDGE

27OVER NY

FRAMING PLAN AND GENERAL NOTES

SHEET 1 OF 2

MAINTENANCE & PROTECTION OF TRAFFIC

SHEET 2 OF 2

MAINTENANCE & PROTECTION OF TRAFFIC

1. PLACE DRUMS AND SETUP MPT FOR NIGHTTIME LANE CLOSURE.

10. UNINSTALL MPT SETUP, REMOVE TEMPORARY STEEL PLATING

8. PLACE ASPHALT OVERLAY AND FINISH DECK SURFACE.

4. PLACE TEMPORARY STEEL PLATING DURING NON-WORKING HOURS.

3. REMOVE A PORTION OF THE EXISTING DECK SLAB.

SQM

SQM

687.0101 WHITE TERMOPLASTIC REFLECTORIZED PAVEMENT STRIPE M

687.0201 MYELLOW TERMOPLASTIC REFLECTORIZED PAVEMENT STRIPE

110

OVER NY 27

555.0101--03

ROUTE

RED FLAG REPAIR FOR

6

TYPICAL SECTIONS AND REPAIR DETAILS

4 ST-3 MISCELLANEOUS DETAILS

7. POUR HES CONCRETE.

SEE NOTE 12 IN DWG. ST-1

HIGH EARLY STRENGTH (HES) CONCRETE FOR FULL DEPTH

SLAB REPAIR, CONCRETE PARAPET REPAIR

AND LONGITUDINAL JOINT REPAIR

556.03 STUD SHEAR CONNECTOR FOR BRIDGES EACH

581.01 SQM

(WITHOUT SHEAR CONNECTORS)

REMOVAL OF STEEL SUPPORTED STRUCTURAL SLAB

586.10 EACHFIELD DRILLS HOLES IN EXISTING STRUCTURAL STEEL

LS657.030001 PAINTING ALUMINUM SURFACES

LS585. 36----11 TEMPORARY STEEL FOR DECK SUPPORT

6. ERECT FORM-WORK AND PLACE REBARS.

2. ERECT TEMPORARY SUPPORT UNDER THE OVERHANG DECK SLAB.

5. CLEAN AND PAINT ALUMINUM SURFACES IN CONTACT WITH NEW CONCRETE.

2.0

6.5

250

36

2.8

1

1

36

50

1

6

6

25

1

1

REMOVAL OF BITUMINOUS OVERLAY (BRIDGE)

WEEK

ST-1 ST-1

2

SCALE: 1:150

CONCRETE COVER - SIDE

NOTES TO THE CONTRACTOR:

1.

2.

4.

5. WHEN JOINING FRESH CONCRETE TO CONCRETE THAT HAS ALREADY SET, THE CONCRETE

IN PLACE SHALL HAVE ITS SURFACE SCOURED OR ABRADED WITH A SUITABLE TOOL TO

REMOVE ALL LOOSE AND FOREIGN MATERIALS. THIS SURFACE SHALL BE SCRUBBED WITH

WIRE BROOMS. AFTER THE SURFACE PREPARATION HAS BEEN ACCEPTED, EVERY EFFORT

SHOULD BE MADE TO THOROUGHLY WET THE CONCRETE SURFACE, AND ALL POROUS

SURFACES TO BE IN CONTACT WITH NEW CONCRETE, FOR 12 HOURS.THIS MAY BE

ACCOMPLISHED BY CONTINUOUS WETTING WITH SOAKER HOSES OR THE USE OF

BURLAP/BURLENE/ETC. WHERE MOISTURE CAN BE MAINTAINED. IF, IN THE OPINION OF

THE ENGINEER, CONDITIONS OR THE SITUATION PROHIBITS THIS, THEN THE SURFACES

SHOULD BE WETTED FOR AS LONG AS POSSIBLE. CONSTRUCTION JOINTS MUST BE WETTED

BY A MEANS ACCEPTABLE TO THE ENGINEER USING POTABLE WATER. THE CONTRACTOR

SHALL REMOVE ANY PUDDLES OF FREE STANDING WATER WITH OIL-FREE COMPRESED AIR,

AND PROTECT THE SURFACES FROM DRYING, SO THE EXISTING CONCRETE REMAINS IN A

CLEAN, SATURATED SURFACE DRY CONDITION UNTIL PLACEMENT OF THE NEW CONCRETE.

IMMEDIATELY BEFORE PLACING THE NEW CONCRETE, THE FORMS SHALL BE DRAWN TIGHTLY

AGAINST THE CONCRETE ALREADY IN PLACE. THERE WILL BE NO SEPARATE PAYMENT FOR

ALL REINFORCING BARS SHALL BE ASTM A615M.

3.

CONCRETE COVER - BOT

CONCRETE COVER - TOP

THIS WORK. THE COST SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE VARIOUS

CONCRETE ITEMS IN THE CONTRACT.

BY THE CONTRACTOR AND HIS EMPLOYEES, SHALL BE RESTORED TO THE

DETERMINED PRIOR TO THE COMMENCEMENT OF WORK. THESE

CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON FIELD

THE WORK IN ACCORDANCE WITH FIELD CONDITIONS.

THE CONTRACTOR’S ATTENTION IS DIRECTED TO THE FACT THAT DUE

AREAS BEYOND THE WORK LIMITS DISTURBED FOR ANY REASON,

OF RECONSTRUCTION WORK CANNOT

ALWAYS BE ACCURATELY

INSPECTION AND OTHER

AVAILABLE INFORMATION. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO

CONSTRUCTION

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS.

ANY DISCREPENCIES FOUND WITH THE FIELD MEASURED DIMENSION/ELEVATION TO THOSE

SHOWN ON THE CONTRACT PLAN SHALL BE IMMEDIATELY BE REPORTED TO THE ENGINEER.

DETAILS AND WORK QUANTITIES. THE CONTRACTOR SHALL PERFORM

TO THE NATURE

OF RECONSTRUCTION PROJECTS, THE EXACT EXTENT

SATIFACTION OF

THE ENGINEER AT THE CONTRACTOR’S EXPENSE.

REMOVING AND DISPOSING OF PROTECTIVE DEVICES AND THE COST OF

REMOVING AND DISPOSING CONSTRUCTION DEBRIS SHALL BE INCLUDED IN

THE UNIT PRICES BID IN THE CONTRACT. VERTICAL CLEARANCES SHOULD BE

MAINTAINTED WHEN THE LANE IS OPEN FOR TRAFFIC.

THE CONTRACTOR SHALL FURNISH AND INSTALL PLATFORMS, NETS, SCREENS OR OTHER

PROTECTIVE DEVICES AT THE IMMEDIATE SITE OF HIS OPERATIONS TO ENSURE COMPLETE

PROTECTION OF THE PUBLIC AND PROPERTY UPON, ADJACENT TO OR BELOW THE BRIDGES,

AGAINST POSSIBLE DAMAGE FROM CHIPPING EXISTING JOINT MATERIAL, REMOVAL OF

DEFECTIVE CONCRETE AND SANDBLASTING DURING REMOVAL OPERATIONS. THE

CONTRACTOR SHALL NOT BE ALLOWED TO DROP WASTE CONCRETE, DEBRIS AND OTHER

MATERIAL TO THE AREA BELOW THE BRIDGE. IF THE ENGINEER DETERMINES THAT ADEQUATE

PROTECTIVE DEVICES ARE NOT BEING EMPLOYED, THE WORK SHALL BE SUSPENDED UNTIL

ADEQUATE PROTECTION IS PROVIDED. THE COST OF FURNISHING, INSTALLING,

10. AFTER ALL PHASES OF WORK ARE COMPLETE, PERMANENT PAVEMENT MARKINGS

SHALL BE PLACED TO MATCH EXISTING MARKINGS.

11.

12.

AFTER CURING OF THE BRIDGE CONCRETE OVERLAYS

AND/OR APPROACH SLABS.

584-3.06.B.3 AND 557-3.12 OF THE STANDARD SPECIFICATIONS. IF HE

FAILS TO DO THAT, THE CONTRACTOR SHALL PLACE TEMPORARY MARKINGS

WITHIN ONE WEEK

CURING PERIODS ARE AS SPECIFIED IN SECTIONS

THE CONTRACTOR SHALL PLACE PERMANENT MARKINGS TO MATCH EXISTING,

QUANTITIES AND ITEM NUMBERS SHOWN IN THE PLANS ARE ONLY FOR THE

CONTRACTOR’S INFORMATION AND THE CORRESPONDING SPECIFICATIONS

TO BE FOLLOWED. THE CONTRACTOR SHALL VERIFY HIS OWN QUANTITIES

AND NEGOTIATE A SINGLE LUMP SUM CONTRACT FOR ALL WORK ITEMS

LISTED AND SHOWN IN THE PLANS.

AT HIS OWN EXPENSE UNTIL PERMANENT MARKINGS ARE PLACED.

13. TEMPLATES SHALL BE USED WHEN DRILLING NEW HOLES IN THE FIELD.

ALL WELDING SHALL BE IN ACCORDANCE WITH THE 1981 NEW YORK STATE

STEEL CONSTRUCTION MANUAL, WITH CURRENT ADDITIONS AND MODIFICATIONS.

14.

15.

16.

MATERIAL AND CONSTRUCTION SPECIFICATIONS: STANDARD

SPECIFICATIONS, CONSTRUCTION AND MATERIALS, NEW YORK STATE

DEPARTMENT OF TRANSPORTATION, OFFICE OF ENGINEERING, DATED

MAY 4, 2006 WITH CURRENT ADDITIONS AND MODIFICATIONS.

WORK INCLUDING STRUCTURAL STEEL IS ALSO GOVERNED BY THE

NEW YORK STATE STEEL CONSTRUCTION MANUAL.

CONTRACTOR SHALL FURNISH CERTIFIED TEST RESULT TO THE EIC

STATING THAT IF CONCRETE PUMPS ARE USED FOR THE PLACEMENT

OF CONCRETE THE PUMP CONFORM TO THE CRITERIA IN THE

CONCRETE UNIFORMITY TABLE 501-7.

FRAMING PLAN

GR

IDN

ORTH

0 2

SCALE

4 6 m

REFERENCE: DWG. NO.

ST-2DETAIL "A"

ST-2SECTION A-A

2

GENERAL NOTES

FRAMING PLAN

AND

9.

8.

7.

6.

THE EXISTING TRANSVERSE REBARS SHOULD BE CUT AND THOROUGHLY CLEANED

AS SHOWN ON THE PLAN. CARE SHOULD BE TAKEN THAT THE REBARS TO REMAIN

ARE NOT DAMAGED DURING REMOVAL OF CONCRETE AROUND IT. ANY DAMAGE

TO THE REBARS SHALL BE REPAIRED BY CONTRACTOR AOBE AT NO ADDITIONAL

COST TO THE STATE.

NEW CONCRETE f’c = 21 Mpa

= 25 mm CLEAR

= 25 mm CLEAR

= 50 mm CLEAR

SAWCUT AND REMOVE CONCRETE DECK SLAB. CARE SHOULD BE TAKEN

THAT THE EXISTING STRUCTURAL ELEMENTS WHICH ARE TO REMAIN

IN-PLACE SHOULD NOT BE DAMAGED DURING DEMOLITION.

IF THE EXISTING STRUCTURAL STEEL OR ALUMINUM ELEMENTS ARE

DAMAGED DURING REMOVAL OF THE EXISTING DECK SLAB, THE CONTRACTOR

SHALL INSTALL NEW STRUCTURAL STEEL OR ALUMINUM ELEMENTS AS DIRECTED

BY THE ENGINEER AT NO EXPENSE TO THE STATE.

9.144 m23.165 m

13^10’00"

c PIER 1

c BEARINGS

c BRIDGE

NO

RT

H A

BU

TM

EN

T

23.165 m9.144 m

2.1

34

m2

.09

9m

2.1

34

m2

.13

4m

2.1

34

m2

.13

4m

2.0

99

m2

.13

4m

2.1

34

m2

.13

4m

c PIER 2 c PIER 3

BRG 12

BRG 10

BRG 9

BRG 11

BAY 12

BAY 10

BAY 9

BAY 8

BAY 7

BAY 11

BAY 6

BAY 4

BAY 3

BAY 2

BAY 1

BAY 5

BRG 6

BRG 4

BRG 3

BRG 2

BRG 1

BRG 5

STRUCTURAL REPAIR

SEE DETAIL "A"

IN DWG. ST-2

GR

IDN

ORTH

c BEARINGS

c BEARINGS

c BEARINGS

c BEARINGS

c BRIDGE

BRG 7

BRG 8

A

300300

SPAN 1 SPAN 2 SPAN 3 SPAN 4

300

0+687.415 F STA. 0+678.119 F STA. 0+654.649 F STA. 0+631.180 F STA.

0+621.883 F STA.

3.9

94 m

A

STRUCTURAL REPAIR

SIMILAR TO DETAIL "A"

SHOWN IN DWG. ST-2

# # #

SO

UT

H A

BU

TM

EN

T

STATE

DRAWING NO.DATE

AS BUILT REVISIONS

SIGNATURE DATE

SHEET

NO.

TOTAL

SHEETS

FED ROAD

REG. NO.

CONTRACT NO.

STATE OF NEW YORK

DEPARTMENT OF TRANSPORTATION

1 N.Y.

REGION

P.I.N.

DOCUMENT NAME

DR

AF

TE

D B

YE

ST

IMA

TE

D B

YD

ES

IGN

ED

BY

IN C

HA

RG

E O

FC

HE

CK

ED

BY

CH

EC

KE

D B

YS

. A

. H

AB

IBU

LL

AH

TIONALGROUP INTERNA

DG

N$

SY

TIM

E0

12

34

56

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=D

GN

$U

SE

RN

AM

E

ONE PENN PLAZA, NEW YORK, NY 10119

10

B.I.N.

H.

PA

TE

LS

. A

. H

AB

IBU

LL

AH

H.

PA

TE

LH

. P

AT

EL

DXXXXX

XXXXXX

ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE NOTED

C. S

IER

PN

IAK

1019119.

6

2008

1019119

ROUTE 110 ALUMINUM BRIDGE

OVER NY 27

RED FLAG REPAIR FOR

SUFFOLK COUNTY

JULY

3

REFERENCE: DWG. NO.

ST-1DETAIL "A"

ST-2 ST-2

REPAIR DETAILS

AND

TYPICAL SECTIONS

NOTES:

1. FOR NOTES SEE DWG. ST-1.

SECTION A-A

DETAIL "A"

PLAN

SECTION B-B

NOTE "A" :

NOTE "B" :

FIELD WELD

FIELD SPLICE DETAILS

SECTION

PLAN

NEW 16 mm REBAR150 mm

FIELD WELD SPLICE

EXIST. 16 mm REBAR

0 0.1 0.2 0.3 0.4 0.5 m0.1

SCALE: 1:10

0 0.5 1 1.5 2.0 m0.5

SCALE

SCALE: 1:10

SCALE: 1:5

SCALE

ALL BARS ARE OF SIZE #5.

PROVIDE TEMPORARY SUPPORT TO

THE OVERHANG DECK. SEE

SUGGESTED SUPPORT DETAILS.

SCALE: NTS

A

REMOVE CONCRETE DECK

INSTALL FORMWORK AND

FILL WITH CONCRETE

REMOVE CONC.

DECK

SPAN 1

c PIER 1

& TRANS. JT.

SPAN 2

OVERLAY

c BRIDGE &

LONGITUDINAL JT.

B

LIM

ITS

OF

AS

PH

AL

T

RE

MO

VA

L

1.0

7 m

305 610 230

230

25 mm DEEP CONCRETE

SAWCUT

64 mm DEEP

ASPHALT SAWCUT

30

5

1.0

7 m

BA

Y 7

2.1

34 m

OF

FS

ET

30

5610

RA

ISE

D

ME

DIA

N

LIMITS OF NEW ASPHALT

LIM

ITS

OF

NE

W A

SP

HA

LT

OV

ER

LA

Y

2.6

7 m

A

B

LIMITS OF ASPHALT REMOVALLIMITS OF ASPHALT REMOVAL

EXIST. JT. OPENING

VENTILATION

OPENING

FORMWORK MAY BE

LEFT IN-PLACE

POUR HIGH EARLY

STRENGTH CONCRETE

305 610 230

152 mm EXIST. SLAB

64 mm NEW ASPHALT

OVERLAY

25 mm d WEEPHOLE

EXIST. ARMOR JOINT

AND JOINT SEAL TO

REMAIN IN-PLACE

c VENTILATION OPENING

305 mm DIA.

VENTILATION OPENING

EXIST. REBARS TO

REMAIN IN-PLACE

SEE NOTE "B"

SEE NOTE "A"

152 mm EXIST. SLAB

63 mm NEW ASPHALT

OVERLAY

230

FIELD WELD TO EXIST.

REBARS, SEE TYPICAL DETAIL

2.134 m305 610

EXIST. JT. OPENING

20

0

406 3 EQUAL SPA.

= 814 mm

63 mm DEEP SAWCUT

25 mm DEEP SAWCUT

305

406

3 EQUAL SPA.

= 814 mm

2x3 = 6 BARS

509

300 mm d

SCH. 20 SLEEVE

230

84

0

CLEAN THE CONTACT SURFACE OF

THE ALUMINUM SUPERTSTRUCTURE

AND APPLY ZINC CHROMATE PRIMER

OR APPROVED EQUAL PAINT COAT BEFORE

POURING CONCRETE. FOLLOW PAINT

MANUFACTURE’S SPECIFICATIONS.

25 mm d WEEPHOLE

FIELD WELD TO

EXIST. REBARS, SEE

FIELD SPLICE DETAILS

STATE

DRAWING NO.DATE

AS BUILT REVISIONS

SIGNATURE DATE

SHEET

NO.

TOTAL

SHEETS

FED ROAD

REG. NO.

CONTRACT NO.

STATE OF NEW YORK

DEPARTMENT OF TRANSPORTATION

1 N.Y.

REGION

P.I.N.

DOCUMENT NAME

DR

AF

TE

D B

YE

ST

IMA

TE

D B

YD

ES

IGN

ED

BY

IN C

HA

RG

E O

FC

HE

CK

ED

BY

CH

EC

KE

D B

YS

. A

. H

AB

IBU

LL

AH

TIONALGROUP INTERNA

DG

N$

SY

TIM

E0

12

34

56

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=D

GN

$U

SE

RN

AM

E

ONE PENN PLAZA, NEW YORK, NY 10119

10

B.I.N.

H.

PA

TE

LS

. A

. H

AB

IBU

LL

AH

H.

PA

TE

LH

. P

AT

EL

DXXXXX

XXXXXX

ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE NOTED

C. S

IER

PN

IAK

1019119.

6

2008

1019119

ROUTE 110 ALUMINUM BRIDGE

OVER NY 27

RED FLAG REPAIR FOR

SUFFOLK COUNTY

JULY

4

REFERENCE: DWG. NO.

ST-1DETAIL "A"

NOTES:

1. FOR NOTES SEE DWG. ST-1.

MISCELLANEOUS DETAILS

ST-3ST-3

SUGGESTED TEMPORARY SUPPORT

FOR OVERHANG SLAB

SECTION E-E

610

c JT. OPENING

TIMBER SUPPORT PLANK

TIMBER POST

213

20

0

SCALE: NTS

AT BAY 7

SHEAR STUD DETAILS

SCALE: NTS

FIELD DRILL HOLE100

EXISTING WEB PLATE

EQ.

EXISTING STIFF.

SECTION D-D

SCALE: NTS

SCALE: NTS

16 mm d HS BOLT

AT 250 mm SPACING

2. SUGGESTED TEMPORARY SUPPORT DETAILS ARE SHOWN

FOR CONTRACTOR’S GUIDANCE ONLY. THE CONTRACTOR

SHALL PREPARE THE DETAILS WITH MEMBER SIZES

CONNECTION DETAILS AND CONSTRUCTION PROCEDURES

USING THE SUGGESTED INFORMATION OR DEVELOPE HIS

OWN ALTERNATE TEMPORARY SUPPORT DETAILS AND

SUBMIT TO THE ENGINEER FOR APPROVAL BEFORE

ERECTING THIS TEMPORARY STRUCTURE.

EQ.

ALUMINUM

SUPERSTRUCTURE

DECK REMOVED

EXISTING ALUMINUM

ELEMENTS TO REMAIN

IN-PLACE

c BAY 7

CUT AND REMOVE CORRUGATED

PANEL AS REQUIRED FOR THE

OPENING IN DECK

NEW CONCRETE

FOR DETAIL SEE

DETAIL "A" IN

DWG. ST-2

BEARING NOT SHOWN

FOR CLARITY

D

EX

IST. S

TIF

F.

(TY

P)

D

DRIL

L H

OLES I

N E

XIS

T. A

LU

MIN

UM

STIF

F. & S

TRU

T

IN C

ON

TA

CT W

ITH

NEW

CO

NCRETE A

ND

ERECT

SH

EA

R S

TU

DS (16

mm

d H

S B

OLTS)

SPA

CED

AT 2

50 m

m

EXIST. STRUT

STATE

DRAWING NO.DATE

AS BUILT REVISIONS

SIGNATURE DATE

SHEET

NO.

TOTAL

SHEETS

FED ROAD

REG. NO.

CONTRACT NO.

STATE OF NEW YORK

DEPARTMENT OF TRANSPORTATION

1 N.Y.

REGION

P.I.N.

DOCUMENT NAME

DR

AF

TE

D B

YE

ST

IMA

TE

D B

YD

ES

IGN

ED

BY

IN C

HA

RG

E O

FC

HE

CK

ED

BY

CH

EC

KE

D B

YS

. A

. H

AB

IBU

LL

AH

TIONALGROUP INTERNA

DG

N$

SY

TIM

E0

12

34

56

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=D

GN

$U

SE

RN

AM

E

ONE PENN PLAZA, NEW YORK, NY 10119

10

B.I.N.

H.

PA

TE

LS

. A

. H

AB

IBU

LL

AH

H.

PA

TE

LH

. P

AT

EL

DXXXXX

XXXXXX

ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE NOTED

C. S

IER

PN

IAK

1019119.

6

2008

1019119

ROUTE 110 ALUMINUM BRIDGE

OVER NY 27

RED FLAG REPAIR FOR

SUFFOLK COUNTY

JULY

305 610

20

0

610

TIMBER POSTTIMBER STOUT

TIMBER GRILLAGE

E

E

BEARING PEDESTAL

PIER CAP-BEAM

TIMBER SUPPORT

PLANK

SHIMS AS

REQUIRED

DECK SLAB

RAISED MEDIAN

DECK SLAB &

ASPHALT OVERLAY

REMOVED

BASE p

SHIMS AS

REQUIRED

CONN. ANGLE

(TYP)

150

63

915

ALUMINUM

SUPERSTRUCTURE

BEARING NOT SHOWN

FOR CLARITY

KNEE BRACE

MPT-1 MPT-1

MAINTENANCE & PROTECTION OF TRAFFIC

SHEET 1 OF 2

5

OPERATIONS.

AND/OR W4-4 "ROUGH ROAD" SIGNS WHERE DIRECTED BY THE ENGINEER.

11. USE OF SIGN OVERLAYS WILL NOT BE PERMITTED DURING NIGHTTIME

12. THE CONTRACTOR SHALL PLACE W4-1 "BUMP" SIGNS, W4-2 "DIP" SIGNS

THE ENGINEER MAY ORDER ADDITIONAL SIGNS, FLAGGERS, CONES,

REFLECTORIZATION ETC., IF HE DEEMS IT NECESSARY AT NO

ADDITIONAL COST TO THE STATE. PAYMENT FOR ALL SUCH WORK SHALL

BE INCLUDED IN THE ITEMS FOR MAINTENANCE AND PROTECTION OF

TRAFFIC OR CONSTRUCTION SIGNS AS APPROPRIATE.

2. THE CONTRACTOR MAY SUBMIT REVISIONS TO THIS PLAN FOR APPROVAL

BY THE REGIONAL DIRECTOR OR HIS DESIGNEE.

TRAFFIC SCHEMES SHOWN ON THE PLANS

PROTECTION OF TRAFFIC. MAINTENANCE OF TRAFFIC SCHEMES SHALL

OR DIRECTED BY THE ENGINEER.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE AND

3. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, NO LANE

FIRE AND POLICE DEPARTMENT 72 HOURS IN ADVANCE OF THEIR

THE CONTRACTOR SHALL ENSURE IMPLEMENTATION. IN ADDITION,

5. THE CONTRACTOR MUST NOTIFY THE ENGINEER, THE SUFFOLK

COUNTY DEPARTMENT OF PUBLIC WORKS. THE SUFFOLK COUNTY POLICE

PROPOSED STREET CLOSINGS,

OR ANY WORK THAT MIGHT AFFECT THE MOBILITY OR ACCESS OF THE

THAT HYDRANTS AND ALARM BOXES ARE KEPT CLEAR AND AVAILABLE.

DEPARTMENT, THE LOCAL POLICE AND FIRE DEPARTMENTS AND THE

NEW YORK STATE POLICE OF ALL DETOURS,

6. VARIOUS MAINTENANCE AND CONSTRUCTION SIGNS SPECIFIED IN OFFICIAL

RECTANGULAR SHAPE. WHENEVER SUCH SIGNS ARE INCLUDEDIN THIS CONTRACT.

THE DIAMOND SHAPE SIGN SHALL BE USED.

SHALL BE THE LARGEST SIZE AVAILABLE

IN ACCORDANCE WITH THE MUTCD. (WHERE THERE IS INADEQUATE CLEARANCE

FOR THE LARGEST AVAILABLE SIZE SIGN, THE ENGINEER MAY APPROVE

A SMALLER SIZE SIGN.)

TRAFFIC CONTROL NOTES:

8. THE CONTRACTOR’S ATTENTION IS DIRECTED TO SECTION 6F.02 OF

THE MUTCD WHICH REQUIRES THAT WITH THE EXCEPTION OF THE

RAILROAD ADVANCE WARNING SIGN, WARNING SIGNS USED IN

CONJUNCTION WITH WORK ZONE ACTIVITIES SHOULD HAVE ORANGE BACKGROUNDS.

TRAFFIC CONTROL DEVICES, THE CONTRACTOR SHALL USE A FLASHING

TAPER FOR ALL TRAVEL LANE CLOSINGS. ONE FLASHING ARROW

BOARD WILL BE REQUIRED IN CONJUNCTION WITH THE LANE CLOSURE

IN CONNECTION WITH SHOULDER CLOSINGS OR SIDE STREET LANE

CLOSURES UNLESS THE ENGINEER ORDERS ITS USE.

ARROW BOARD, ITEM 619.0101, POSITIONED AT THE BEGINNING OF

SHOWN IN PLANS. THE FLASHING ARROW BOARD WILL NOT BE REQUIRED

CLOSINGS WILL BE PERMITTED ON WEEKENDS AND HOLIDAYS AND ALSO

WEEKDAYS DURING THE HOURS 5:00 AM TO 10:00 PM.

COMPILATION OF CODES, RULESAND REGULATIONS (OCCRR) AND MUTCD

ARE AVAILABLE IN THE STANDARD DIAMOND SHAPE AND AN ALTERNATE

9. IN ADDITION TO THE SIGNING REQUIRED IN THE MANUAL OF UNIFORM

10. THE CONTRACTOR SHALL NOT CLOSE LANES AT A LOCATION UNTIL

IMMEDIATELY PRIOR TO COMMENCING ACTIVE WORK AT THE LOCATION.

4. RIGHT LANE CLOSURE OF SUNRISE HIGHWAY IS PERMITTED ON

WEEKDAYS DURING THE HOURS 10:00 PM TO 5:00 AM.

7. UNLESS OTHERWISE INDICATED, ALL WORK ZONE SIGNS USED ON ROUTE 110

AND SUNRISE HIGHWAY

SECTION C-C

:NOTE

PROVIDE AN ADVANCE WARNING

SIGN "BUMP AHEAD".

SCALE: NTS

0 0.5 1 1.5 2.0 m0.50 0.1 0.3 0.5 m0.1

SCALE

0.2 0.4

OR IN THE MUTCD ARE TO BE CONSIDERED MINIMUM REQUIREMENTS.

BE IN ACCORDANCE WITH THE PLANS, THE MUTCD, NYSOCCRR AND AS APPROVED

TEMPORARY STEEL PLATING

PLAN

SCALE: 1:10

GR

IDN

ORTH

SCALE

SHOWN FOR N.B. ROADWAY, SIMILAR S.B. ROADWAY )(

8

8

STANDARD WASHERS

AS REQUIRED

25 mm TEMPORARY

STEEL PLATING

25x150

SUPPORT p

2-HEAVY HEX-NUTS

SNUG TIGHT

9x75x75

WASHER

1.00 m

FLUSH HEAD WITH

THE TOP OF

TEMPORARY PLATING

DRILL 25 mm DIA.

HOLE IN EXIST. CONC. SLAB,

SEAL WITH GROUT AFTER

COMPLETION OF REPAIR

(TYP)

150TEMP. ASPHALT RAMP

REMOVE AFTER

COMPLETION OF REPAIR

(TYP)

EXIST. DECK

REMOVED

EXIST. ARMOR JOINT

AND JOINT SEAL TO

REMAIN IN-PLACE

63 mm EXIST.

ASPHALT OVERLAY

150 mm EXIST.

CONC. DECK SLAB

63 mm d RECESS

22 mm d HS BOLT

(TYP)

TEMPORARY SUPPORT

UNDER DECK

SPAN 1

c PIER 1

& TRANS. JT.

SPAN 2

c BRIDGE &

LONGITUDINAL JT.

CC

1.0

7 m

305 610 230

230

25 mm THICK TEMPORARY

STEEL PLATING

64 mm DEEP

ASPHALT SAWCUT

BA

Y 7

2.1

34 m

OF

FS

ET

30

5610

RA

ISE

D

ME

DIA

N2.6

7 m

REMOVE DECK

1.145 m

REMOVE DECK

GR

IDN

ORTH

LIM

ITS

OF

TE

MP

OR

AR

Y S

TE

EL

PL

AT

ING

25x150 SUPPORT p

(TYP)

22 mm d HS BOLT FLUSH TOP

OF HEAD WITH THE TOP OF

TEMPORARY PLATING. USE

WASHERS AS REQUIRED 1.0

7 m

LIMITS OF TEMP. STEEL PLATING

STATE

DRAWING NO.DATE

AS BUILT REVISIONS

SIGNATURE DATE

SHEET

NO.

TOTAL

SHEETS

FED ROAD

REG. NO.

CONTRACT NO.

STATE OF NEW YORK

DEPARTMENT OF TRANSPORTATION

1 N.Y.

REGION

P.I.N.

DOCUMENT NAME

DR

AF

TE

D B

YE

ST

IMA

TE

D B

YD

ES

IGN

ED

BY

IN C

HA

RG

E O

FC

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D B

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. A

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AB

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TIONALGROUP INTERNA

DG

N$

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TIM

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12

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56

FIL

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E =

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/TIM

E =

US

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SE

RN

AM

E

ONE PENN PLAZA, NEW YORK, NY 10119

10

B.I.N.

H.

PA

TE

LS

. A

. H

AB

IBU

LL

AH

H.

PA

TE

LH

. P

AT

EL

DXXXXX

XXXXXX

ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE NOTED

C. S

IER

PN

IAK

1019119.

6

2008

1019119

ROUTE 110 ALUMINUM BRIDGE

OVER NY 27

RED FLAG REPAIR FOR

SUFFOLK COUNTY

JULY

MPT-2 MPT-2

MAINTENANCE & PROTECTION OF TRAFFIC

W3-5a

80 m 60 m100 m75 m300 m

W20-5

W20-3

C@L$O#S@E@D

R@I@G@H@T L@A@N@E

STATE LAW

FINES

DOUBLED FOR

SPEEDING

IN

WORK ZONES

C@L$O#S@E@D

R@I@G@H@T L@A@N@E

F@T 1000

END

LEGEND:

(TYP)

CONSTRUCTION SIGN

DIRECTION OF TRAFFIC

PLASTIC DRUM LIGHTED

PLASTIC DRUM

TEMPORARY CONCRETE

BARRIER

FLASHING ARROW BOARD

256 m

A

WORK ZONE

WARNING LIGHT AND TYPE INCLUDE

COST IN ITEM 619.01M

USE TYPE ’A’ LOW INTENSITY

FLUSHING LIGHT FOR POINT HAZARD

USE TYPE ’B’ WHEN SPECIFIED FOR

USE IN DAYLIGHT APPLICATION

USE TYPE ’C’ LOW INTENSITY STEADY

BURN LIGHT FOR CHANNELIZATION

A

A

A

A

A

A

6.0 m MAX.

A

W20-1

R#O$A@D

W#O@R@K

A

300 m 400 m400 m

1

100 m

MILE12

RA

MP

EN

TR

AN

CE

ITEM 619.0101

N

WORK ZONE

M ILE

FLASHING ARROW BOARD

S(@P(@E(@E(@DL(@I!M!I(@T

45W8-45

W1-6

(RIGHT SIDE ONLY)

W1-6

(RIGHT SIDE ONLY)

BEGIN

TAPER

W4-2

6

NIGHTTIME RIGHT LANE CLOSURE

EASTBOUND SUNRISE HIGHWAY

E. B. SUNRISE HIGHWAY

N

NOT TO SCALE

SHADOW VEHICLE WITH

TRUCK MOUNTED

IMPACT ATTENUATOR IN

FLASHING ARROW MODE,

INCLUDE COST TO ITEM 619.01

1500 FT

R#O$A@D

W#O@R@K

1000 FT

R#O$A@D

W#O@R@K

500 FT

180 m

EN

TRA

NCE R

AM

P

EX

IT R

AM

P

MEDIAN60 m

SHOULDER

BE

GIN

TA

PE

R

EN

D T

AP

ER

(TYP)

6.0 m MAX.

W20-1

BE

PREPARED

TO@STOP

S&(T*((O&*P

R1-1

60 m

300 m

100 m 150 m

NIGHTTIME LEFT-LANE CLOSURE

NORTHBOUND ROUTE 110 OVER SUNRISE HIGHWAY

NOT TO SCALE

SHEET 2 OF 2

END

ROAD WORK

G20-2

NYR9-13

NYW8-45 ANYW8-45 A NYW8-45

AHEAD

SPEED ZONE

45 MPH

NOTE "A" :

THESE 2 DRUMS SHALL BE LIGHTED.

W3-4

R#O$A@D

W#O@R@K

AHEAD

W20-1

SIMILAR SOUTHBOUND ROUTE 110 )(

SUNRISE HIGHWAY

10 m

SEE NOTE "A"

N.B. ROUTE 110

BE

GIN

TA

PE

R

EN

D

TA

PE

R

SEE NOTE "A"

BR

IDG

E

BRIDGE

WORK ZONE 10 m FLASHING ARROW(TYP)

6.0 m MAX.

S.B

. R

OU

TE

110

N.B

. R

OU

TE

110

R#O$A@D

W#O@R@K

W20-1

W20-1

TAPER

S(@P(@E(@E(@DL(@I!M!I(@T

45

S(@P(@E(@E(@DL(@I!M!I(@T

45R2-1R2-1R2-1

W1-6

(RIGHT SIDE ONLY)

STATE

DRAWING NO.DATE

AS BUILT REVISIONS

SIGNATURE DATE

SHEET

NO.

TOTAL

SHEETS

FED ROAD

REG. NO.

CONTRACT NO.

STATE OF NEW YORK

DEPARTMENT OF TRANSPORTATION

1 N.Y.

REGION

P.I.N.

DOCUMENT NAME

DR

AF

TE

D B

YE

ST

IMA

TE

D B

YD

ES

IGN

ED

BY

IN C

HA

RG

E O

FC

HE

CK

ED

BY

CH

EC

KE

D B

YS

. A

. H

AB

IBU

LL

AH

TIONALGROUP INTERNA

DG

N$

SY

TIM

E0

12

34

56

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=D

GN

$U

SE

RN

AM

E

ONE PENN PLAZA, NEW YORK, NY 10119

10

B.I.N.

H.

PA

TE

LS

. A

. H

AB

IBU

LL

AH

H.

PA

TE

LH

. P

AT

EL

DXXXXX

XXXXXX

ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE NOTED

C. S

IER

PN

IAK

1019119.

6

2008

1019119

ROUTE 110 ALUMINUM BRIDGE

OVER NY 27

RED FLAG REPAIR FOR

SUFFOLK COUNTY

JULY