pu.ingham.orgpu.ingham.org/Portals/PU/Bids/2015/Pkt 106-15_b_ JN...westbound set of grand trunk marsh road bridge 4 box below. this sheet are identified by the legend the only items

MDOT JOB NO. STRUCTURE NO.

DATE:

DLZ JOB NO.

SHEET NO. RE

VIS

ION

S DESCRIPTION DATE BY

OF 3881

1441-6557-00

ROAD DEPARTMENT

INGHAM COUNTY OVER THE GRAND TRUNK WESTERN RAILROAD

MARSH ROAD BRIDGE08/31/15

9128668A

STREET

FRANKLIN

HASLETT RD

LAKE RD

MA

TC

H

LIN

E

MA

TC

H

LIN

E

11'

11'

11'

11'

END

ROAD WORK

58' TANGENT

320' RT LANE DROP (11' OFFSET)

320' RT LANE DROP (11' OFFSET)

(11' OFFSET)320' RT LANE DROP

178' TANGENT60' LANE SHIFT

(11' OFFSET)320' LT LANE DROP

320' LT LANE DROP (11' OFFSET)

END

ROAD WORK

(DOUBLE SOLID)

YELLOW, TEMP

PAVT MRKG, TYPE R, 4 INCH, (DOUBLE SOLID)

YELLOW, TEMP

PAVT MRKG, TYPE R, 4 INCH,

4 INCH, WHITE, TEMP

PAVT MRKG, TYPE R,

4 INCH, YELLOW, TEMP

PAVT MRKG, TYPE R,

SPEED

LIMIT

35

SPEED ZONE

REDUCED

AHEAD

SPEED

LIMIT

35

320' RT LANE DROP (11' OFFSET)160' TANGENT75' LANE DROP

SIGN

DIRECTION OF TRAVEL

LEGEND

WORK AREA

SPEED ZONE

REDUCED

AHEAD

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

10 11

WHITE, TEMP


WHITE, TEMP


12 13 14 15 16

11'

11'

11'

11'

11'

LANE SHIFT 40'

17 18 19

GRAND TRUNK WESTERN RAILROAD

ST

A.

15+

67.2

ST

A.

13+

51.4

ST

A.

12+

55.1

ST

A.

18+

04.9

AHEADCLOSED

LANELEFT

DOUBLED

TRAFFIC FINES

BEGINS

WORK ZONE

JAIL - 15 YEARS

FINE - $7500

A WORKER

KILLINJURE/

AHEADCLOSED

LANERIGHT

DOUBLED

TRAFFIC FINES

BEGINS

WORK ZONE

JAIL - 15 YEARS

FINE - $7500

A WORKER

KILLINJURE/

CHANNELIZING DEVICE

TYPE III BARRICADE

LIGHTED ARROW PANEL

HIGH INTENSITY LIGHT, TYPE B (FLASHING)

CONCRETE BARRICADE

ATTENUATOR

(SIGN SPACING SHALL BE AS SHOWN ON M0050a AND M0310a)

(SIGN SPACING SHALL BE AS SHOWN ON M0050a AND M0310a)

MAINTENANCE OF TRAFFIC PLAN

2

DETOUR

SIDEWALK

CLOSED

SIDEWALK

CLOSED

DETOUR

SIDEWALK

CLOSED

SIDEWALK

CLOSED

SIDEWALK

CLOSED

MARSH ROAD/NEMOKE TRAIL INTERSECTION

TO BE PLACED IN SOUTHEAST CORNER OF

1'

11'

11'

1'

MISCELLANEOUS QUANTITIES

Sign, Type B, Temp, Prismatic, Oper

Sign, Type B, Temp, Prismatic, Furn

Plastic Drum, High Intensity, Oper

Plastic Drum, High Intensity, Furn

Pavt Mrkg, Type R, 4 inch, Yellow, Temp

Pavt Mrkg, Type R, 4 inch, White, Temp

Pavt Mrkg, Longit, 6 inch or Less Width, Rem

Minor Traffic Devices

Lighted Arrow, Type C, Oper

Lighted Arrow, Type C, Furn

Conc Barrier, Temp, Oper

Conc Barrier, Temp, Furn

Pavt Mrkg, Ovly Cold Plastic, 4 inch, Yellow

Pavt Mrkg, Ovly Cold Plastic, 4 inch, White

Sft

Sft

Ea

Ea

Ft

Ft

Ft

LS

Ea

Ea

Ft

Ft

Ft

Ft

(36" x 36")

W20-1

(60" x 42")

R5-18bLA

(60" x 42")

R5-18cLA

(36" x 36")

W20-5

(36" x 36")

W3-5b

(36" x 36")

W4-2R

(30" x 36")

R2-1

(30" x 24")

R9-9

(30" x 24")R9-9

(24" x 18")M4-9a

(24" x 18")M4-9a

(30" x 24")R9-9(30" x 24")

R9-9

(30" x 24")R9-9

(30" x 36")

R2-1

(36" x 36")

W4-2R

(36" x 36")

W3-5b

(36" x 36")

W20-5

(60" x 42")

R5-18cLA

(60" x 42")

R5-18bLA

(36" x 36")

W20-1

(24" x 18")

G20-2

(24" x 18")

G20-2

4 INCH, WHITE, TEMP

PAVT MRKG, TYPE R,

WHITE, TEMP


205

205

50

50

2600

2400

3200

1

2

2

400

400

1800

200

TURN RIGHT

MUST

LANERIGHT

(30" x 30")

R3-7R

BA C D E F G H J K L M N

4'-7" 10"

2•"

(VIEWED LOOKING UP STATION)

NORTHBOUND LANE

11'-0"

SOUTHBOUND LANE

11'-0"

(TYP)EX BEAM

1'-0" SHLDR

BARRIER

TEMP CONCRETE

1'-0" SHLDR

MARSH RD É

SURVEY É &

BRIDGE CONST É &

EX WF27 X 94 (END SPANS)

5 SPA @ 4'-11„" = 24'-7†" EX WF33 X 118 (CENTER SPAN)

5'-0"

BRIDGE

EX PEDESTRIAN

MOT DECK SECTION

DECK SECTION - MOT FOR REMOVAL & CONSTRUCTION

26'-0"

(CONSUMERS ENERGY)

6" GAS

EX

26'-0"

SEE BEAM REPAIR DETAILS SHEETCONSTRUCTION AT PIER JOINTS

AREA OF REMOVAL AND

3MDOT JOB NO. STRUCTURE NO.

DATE:

DLZ JOB NO.

SHEET NO. RE

VIS

ION


OF 3881

1441-6557-00

ROAD DEPARTMENT



9128668A

DENOTES REMOVAL PORTIONS

PROPOSED WORK

REMOVAL SHEET

EX GENERAL PLAN OF STRUCTURE

LONGER PRESENT.

WESTERN RAILROAD TRACKS IS NO

WESTBOUND SET OF GRAND TRUNK

MARSH ROAD BRIDGE

4

BOX BELOW.

THIS SHEET ARE IDENTIFIED BY THE LEGEND

THE ONLY ITEMS OF WORK TO BE DONE FROM

LONGER PRESENT.

WESTERN RAILROAD TRACKS IS NO

WESTBOUND SET OF GRAND TRUNK

MARSH ROAD BRIDGE

PORTIONS".

"STRUCTURES, REHABILITATION, REM

WITH NEW HARDWARE. INCLUDED IN

BE REMOVED, SALVAGED AND REINSTALLED

AND SIDEWALKS. PORTION OF RAILING TO

REMOVE PORTION OF EXPANSION JT, DECK,

RE

MO

VAL LI

MITS

21'-3"

RE

MO

VAL LI

MITS

21'-3"

3'-0

"3'-0

"

MARSH ROAD BRIDGE

REM PORTIONS".

"STRUCTURES, REHABILITATION,






DATE:

DLZ JOB NO.

SHEET NO. RE

VIS

ION


OF 3881

1441-6557-00

ROAD DEPARTMENT



9128668A


PROPOSED WORK

REMOVAL SHEET

MARSH ROAD BRIDGE

5

BOX BELOW.



EX SUPERSTRUCTURE DETAILS

MARSH ROAD BRIDGE

PORTIONS".

"STRUCTURES, REHABILITATION, REM





MARSH ROAD BRIDGE

REHABILITATION, REM PORTIONS".

INCLUDED IN "STRUCTURES,

AND REINSTALL WITH NEW HARDWARE.

SECTION OVER EXPANSION JT, SALVAGE

REMOVE PORTION OF STEEL RAILING

REMOVAL

3'-0"

EDGE OF DECK TO SAWCUT (OMIT REMOVAL HATCHING FOR CLARITY)

21'-3"


DATE:

DLZ JOB NO.

SHEET NO. RE

VIS

ION


OF 3881

1441-6557-00

ROAD DEPARTMENT



9128668A


PROPOSED WORK

EX STRUCTURAL STEEL DETAILS

MARSH ROAD BRIDGE

BOX BELOW.



MARSH ROAD BRIDGE

REM PORTIONS".

IN "STRUCTURES, REHABILITATION,

PLACE BEAM END REPAIRS. INCLUDED

CONNECTION PLATE AS REQUIRED TO

CUT PORTION OF END DIAPHRAGM

6

B1B1

B1 B2

MARSH ROAD BRIDGE

MORE INFORMATION

SEE BEAM END REPAIR DETAILS SHEET FOR

BEAM END REPAIR LOCATIONS (B1 AND B2)

B2


DATE:

DLZ JOB NO.

SHEET NO. RE

VIS

ION


OF 3881

1441-6557-00

ROAD DEPARTMENT



9128668A

EXISTING

FOR INFORMATION ONLY

REFERENCE ONLY. NO PAY ITEMS ARE SHOWN.

THE INFORMATION SHOWN HERE IS FOR

DO NOT WORK FROM THIS SHEET.

EX PIER DETAILS

7MDOT JOB NO. STRUCTURE NO.

DATE:

DLZ JOB NO.

SHEET NO. RE

VIS

ION


OF 3881

1441-6557-00

ROAD DEPARTMENT



9128668A

1•"1•"

1•

"

1•

"

1" MIN

4•"

\ BEAM

B

B(TYP)

8" X 5" X •"

BENT PL

EXIST 27 WF X 94 BEAM


END SPAN SECTION B-B

(TYP)

8" X 4" X •"

BENT PL

END OF BEAM

BENT PL (ES)

ELEVATION OF FLANGE

4'-6"

END OF BEAM

4•"

•"

(TYP)

3"

•"

4'-6"

EXIST 33 WF X 118 BEAM (SPAN 2)

EXIST 27 WF X 94 BEAM (SPAN 1 & 3)


3"

3•

"

1•"

FOR REPAIR LOCATIONS SEE EX STRUCTURAL STEEL DETAILS SHEET.

BEAM END REPAIR DETAILS

(FIELD DRILL Ž" DIA. HOLES IN FLANGE)

ƒ" DIA. H.S. BOLTS

17 SPA @ 3" = 4'-3"


ƒ" DIA. H.S. BOLTS

8 SPA @ 6" = 4'-0"

8

1•

"

\ BEAM

ELEVATION OF FLANGE

4'-6"

END OF BEAM

4•"

•"

1•"


ƒ" DIA. H.S. BOLTS

8 SPA @ 6" = 4'-0"

1•"1•"

1•

"

1" MIN

4•"

A

A

END OF BEAM

BENT PL (ES)

(TYP)

3"

•"

4'-6"

EXIST 33 WF X 118 BEAM (SPAN 2)

EXIST 27 WF X 94 BEAM (SPAN 1 & 3)

3"

3•

"


ƒ" DIA. H.S. BOLTS

17 SPA @ 3" = 4'-3"

CENTER SPAN SECTION B-B

(TYP)

8" X 5" X •"

BENT PL



END SPAN SECTION A-A

(TYP)

8" X 4" X •"

BENT PL

CENTER SPAN SECTION A-A

(TYP)

PL •" X 3'-9" X 10"

(TYP)

PL •" X 3'-3" X 11•"

•" BENT PL (ONE ES OF WEB) (TYP)

•" BENT PL (TOP OF FLANGE, ONE ES OF WEB) (TYP)•" PL (BOTTOM OF FLANGE) (TYP)

9"ELEVATION OF REPAIR - B1 (3 REQ'D)

ELEVATION OF REPAIR - B2 (2 REQ'D)

END SPAN (TYP)

CENTER SPAN (TYP)

3'-9" END SPAN

1•"

1'-3"

1•"

3'-3" CENTER SPANFOR REPAIR LOCATIONS SEE EX STRUCTURAL STEEL DETAILS SHEET.

END SPAN SHOWN; CENTER SPAN SIMILAR.

Structural Steel, Retrofit, Furn, Fab, and ErectLb1140

NOTES:

ES DENOTES EACH SIDE.

OMIT SEALANT TYPICALLY APPLIED AROUND THE PERIMETER OF BOLTED REPAIRS.

PROPOSED STRUCTURAL STEEL MEMBERS.

OMIT BLAST CLEAN AND PRIME FAYING SURFACE REQUIREMENTS TYPICALLY USED BEFORE ERECTING

BOLTED CONNECTIONS DO NOT REQUIRE COATING.

CLIP EXISTING END DIAPHRAGM CONNECTION PLATE WHERE IN CONFLICT WITH BEAM END REPAIRS.

GRADE 50W.

STRUCTURAL STEEL SHALL CONFORM TO AASHTO M270, GRADE 50, OR AASHTO M270,

WEIGHT OF BOLTS, NUTS AND WASHERS IS INCIDENTAL.

FIELD CONNECTIONS SHALL BE BOLTED WITH 3/4" DIA. HIGH-STRENGTH BOLTS.

FOR BEAM END REPAIR LOCATIONS, SEE EX STRUCTURAL STEEL DETAILS SHEET.

CLIPPED TO PLACE BENT PLATE

CONNECTION PLATE TO BE

EXISTING END DIAPHRAGM

CLIPPED TO PLACE BENT PLATE

CONNECTION PLATE TO BE

EXISTING END DIAPHRAGM


DATE:

DLZ JOB NO.

SHEET NO. RE

VIS

ION


OF 3881

1441-6557-00

ROAD DEPARTMENT



9128668A

CAP

EX PIER

N

É BRG

MLJH KGFEDCBA

SIDEWALK

EDGE OF

MARSH ROAD É

SURVEY É &

A

A

REF PT 1 OR 2

BEAM REPAIR DETAILS

NOTES:

3'-

0"

71'-11"

59°3

0'0"


EX W27X97 EX W33X118EX W27X97 EX W33X118

EX REINFORCEMENT

1" JOINT FILLER

EX 3"Í BEARING

EX 6" H-PILE BRG

A052201 (DECK)

3 SPA @ 10"

EX 6" H-PILE BRG

2" STYROFOAM

2" STYROFOAM

(TOP & BOTT)

A052201

B

BPLAN OF PIER TOP

SECTION A-A SECTION B-B

EX PIER CAP

É EX BRGS

É PIER

É PIER

É PIER

A052201

EX 3"Í BEARING

EX PIER CAP

É EX BRGS

1" JOINT FILLER

EX REINFORCEMENT

EX TOP/DECK

EX TOP/SIDEWALK

MIN S

LA

B

7•

"

MIN S

LA

B

7•

"

1'-6"1'-6"

1'-6"1'-6"

A052201

3 SPA @ 10"

11"

11"

1'-

1"

D

(20 REQUIRED)

(8 REQUIRED)

(8 REQUIRED)

(SIDEWALK)

W/A050606

D050211 SPA

(TOP & BOTT)

SAWCUT (TYP)

SAWCUT (TYP)

SID

EW

AL

K

VA

RIE

S 10"

TO 11‚

"

CONC ENCASEMENT

3'-0"

(TYP)

2•

" C

LR

CONC ENCASEMENT

3'-0"

SIDEWALK

TOE OF

9

1

15,000

541

20

160

1

LS

Dlr

Lb

Cyd

Sft

LS

Railroad Insurance Requirements - CN/GTW

Railroad Flagging and Inspection - CN/GTW

Reinforcement, Steel

Conc, Grade D

False Decking

Structures, Rehabilitation, Rem Portions (Structure No. 3881)

LIMITS OF CONCRETE ENCASEMENT

22'-4" Í

LIMITS OF CONCRETE ENCASEMENT

20'-7" Í

EDGE OF SIDEWALK TO DECK SAWCUT

21'-3" Í

MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE STRUCTURE.

REMOVAL.

THE OUTSIDE FLANGES OF BEAMS K-N. THE ESTIMATED AREA IS 160 SQUARE FEET DURING

FALSE DECKING SHALL INCLUDE THE AREA APPROXIMATELY 4' FROM THE PIER FACE AND

SHALL BE PLACED BETWEEN BEAM ENDS. INCLUDED IN PAY ITEM "CONC, GRADE D".

1" JOINT FILLER SHALL BE PLACED ALONG TOP OF PIER AND 2" STYROFOAM

CUT PROPOSED TRANSVERSE REINFORCEMENT AS REQUIRED.

REQUIRED FOR CONCRETE ENCASEMENT AT PIERS.

THE CONTRACTOR IS NOT REQUIRED TO REMOVE FORMS OR FALSE DECKING

NO EQUIPMENT OR MATERIALS WLL BE STORED ON THE BRIDGE.

MAINTENANCE OF TRAFFIC MEASURES.

COUNTY ROAD DEPARTMENT IN CONJUNCTION WITH PLACEMENT OF THE CONTRACTOR'S

THE EXISTING OUTSIDE, NORTHBOUND LANE CLOSURE IN PLACE WILL BE REMOVED BY INGHAM

EA064700BAR SHAPE

BAR LEGEND

BAR LENGTH (IN)

BAR LENGTH (FT)

BAR SIZE

EPOXY COATED

A

22'-1"

A

6'-6"


DATE:

DLZ JOB NO.

SHEET NO. RE

VIS

ION


OF 3881

1441-6557-00

ROAD DEPARTMENT



9128668A

pu.ingham.orgpu.ingham.org/Portals/PU/Bids/2015/Pkt 106-15_b_ JN...westbound set of grand trunk marsh road bridge 4 box below. this sheet are identified by the legend the only items

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