index of drawings - ct.gov-connecticut's official …_9-18-17.pdf · 2017-09-22 · number...

FINAL DESIGN REVIEW

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CHECKED BY:

PROJECT TITLE: TOWN:

DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

OF WORK WHICH WILL BE REQUIRED.

THE CONDITIONS OF ACTUAL QUANTITIES

IN NO WAY WARRANTED TO INDICATE

INVESTIGATIONS BY THE STATE AND IS

SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE

THE INFORMATION, INCLUDING ESTIMATED

9/18/2017

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- - - - 094-256NEW LONDONGROTON

GOLD STAR MEMORIAL BRIDGER. MORESI

& LOCAL ROADS - BRIDGE #03819

B. MAHALINGAM/M. NAFIS

NUMBER

DRAWING

NUMBER

DRAWING

INDEX OF DRAWINGS

DRAWING TITLE DRAWING TITLE

ROCKY HILL, CT 0606755 CAPITAL BOULEVARD, 2ND FLOORPRIME AE GROUP, INC.

DESIGNED BY:

INDEX OF DRAWINGS

NUMBER

DRAWINGDRAWING TITLE

S-7.1

07 - BEARINGS REHABILITATION

S-BR19

S-BR18

S-BR17

S-BR16

S-BR15

S-BR14

S-BR13

S-BR12

S-BR11

S-BR10

S-BR09

S-BR08

S-BR07

S-BR06

S-BR05

S-BR04

S-BR03

S-BR02

S-BR01

S-BP03

S-BP02

S-BP01

S-7.1

S-BR42

S-BR41

S-BR40

S-BR39

S-BR38

S-BR37

S-BR36

S-BR35

S-BR34

S-BR33

S-BR32

S-BR31

S-BR30

S-BR29

S-BR28

S-BR27

S-BR26

S-BR25

S-BR24

S-BR23

S-BR22

S-BR21

S-BR20

BEARINGS REHABILITATION

S-BD2

S-BD1

S-BR44

S-BR43

BEARING DETAILS 2

BEARING DETAILS 1

BEARING REHABILITATION ABUTMENT NO. 5



BEARING REHABILITATION PIER. NO. 35B






BEARING REHABILITATION PIER. NO. 35
















I-95 NB OVER THAMES RIVER, RAILROADS,




















BEARING REHABILITATION INDEX PLAN - 3



BEARINGS REHABILITATION INDEX OF DRAWINGS

FINAL DESIGN REVIEW

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SCALE: 1" = 50’

MA

TC

HLIN

E

A-A

INDEX PLAN - 1

S-BP1

NOTE:

LEGEND:

SG

BS

BP

- SOLE PLATE TO GIRDER

- BEARING TO SOLE PLATE

- BEARING TO PIER

BEARING REHABILITATION

E-6N

E-6S

E-9N

E-9SE-10S

E-10N

E-11N

E-12N

E-11S

E-12S

E-15N

E-15S

ALL EXPANSION BEARINGS TO BE REPALCED UNLESS OTHERWISE NOTED.2.

STRUT COLUMNS ARE CONSIDERED TO REACT VERTICAL LOAD ONLY.1.

E-16

E-16

E-17 E-18

E-18E-17

BEARING INDEX PLAN


E 1178237.7

0

N 693899.6

0

288+

24.3

5

PO

E

101+00100+00

N 86°21’ 53.77" E

89+00

88+00

91+00

90+00

87+00

97+0096+00 99+0098+00

93+00

92+00

95+00

94+00

287+00

288+24

288+00

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MA

TC

HLIN

E

A-A

SCALE: 1" = 50’

MA

TC

HLIN

E

TO

SH

EE

T 5.B

RP.2

INDEX PLAN - 2

MA

TC

HLIN

E

A-A

MA

TC

HLIN

E

TO

SH

EE

T 5.B

RP.2

SCALE: 1" = 50’

S-BP2

SG

BS

BP



- BEARING TO PIER

LEGEND:

NOTE:


500’ R TO FALCON NEST

500’ R TO FALCON NEST

ALL EXPANSION BEARINGS TO BE REPLACED UNLESS OTHERWISE NOTED.2.


E-20

E-20E-19

E-19 E-22

E-22

E-21 (TO REMAIN)

E-21 (TO REMAIN)

E-23 (TO REMAIN) E-24 (TO REMAIN)

E-24 (TO REMAIN)E-23 (TO REMAIN)

E-25 E-26 (TO REMAIN)

E-26 (TO REMAIN)E-25

E-28 (TO REMAIN)

E-28 (TO REMAIN)

E-29

E-29

BEARING INDEX PLAN

BEARING INDEX PLAN


116+00105+00104+00 107+00106+00103+00102+00 113+00112+00 115+00114+00109+00108+00 111+00110+00

N 86°21’ 53.77" EN 86°21’ 53.77" E

121+00120+00 123+00122+00117+00 119+00118+00 129+00128+00 131+00130+00125+00124+00 127+00126+00

N 86°21’ 53.77" E N 86°21’ 53.77" E

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INDEX PLAN - 3

SCALE: 1" = 50’

MA

TC

HLIN

E

TO

SH

EE

T 5.B

RP.2

S-BP3

NOTE:

LEGEND:

SG

BS

BP



- BEARING TO PIER


E-34N E-35N

E-36N

E-36S

E-34S

E-35S

E-34BS

E-34BN

E-35BN

E-35BS

E-36BN

E-36BS

ALL EXPANSION BEARINGS TO BE REPLACED UNLESS OTHERWISE NOTED/2.


E-31 (TO REMAIN)

E-31 (TO REMAIN)E-30 (TO REMAIN)

E-30 (TO REMAIN)

(TO REMAIN)

E-33

(TO REMAIN)

E-33E-32

E-32

BEARING INDEX PLAN


N 86°21’ 53.77" E N 86°21’ 53.77" E

137+00136+00 139+00138+00133+00132+00 135+00134+00 145+00144+00 146+00141+00140+00 143+00142+00

344+00

343+00

346+00

345+00

340+82340+82

342+00341+00

110.58’

159’

96.58’51.43’

7.58’

173.35’189’

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PLAN VIEW

EAST ELEVATION

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

83

COORDINATE

GRID

AD

CONNECTICUT

83

COORDINATE

GRID

AD

CONNECTICUT

SPAN 6 SPAN 6

SPAN 6 SPAN 6

ABUTMENT NO. 4

S-BR01

B-B

-

A-A

-

A-A

- ELEVATION

SOUTH GIRDER B-B

- ELEVATION

NORTH GIRDER

B

-

A

-

(8 PLACES)

REMOVE EXISTING

(8 PLACES)

REMOVE EXISTING

2’-8" 2’-0"

1’-0"

1’-8"

4"

1’-6�"

4"

2’-2�"*

ABUTMENT NO. 4 EXISTING BEARINGS

SCALE: 1" = 1’-0"

* TO BE FIELD VERIFIED BY CONTRACTOR

SPAN 6

3" (TYP.)

(8 PLACES) (TYP.)


2’-2�"* 2’-2�"*

ABUTMENT NO. 4

BRIDGE SEAT

40’-0" (TYP.)

BACK WALL

END DIAPHRAGM

PEDESTAL

PEDESTALEND DIAPHRAGM

SUGGESTED POSSIBLE JACKING METHOD

BEVELED LOAD PLATE

STIFFENER

PROPOSED JACKING BEARING

STIFFENER


BEVELED LOAD PLATE

METHOD

SUGGESTED POSSIBLE JACKING

EXISTING ABUTMENT NO. 4 - PLAN VIEWGIRDER

GIRDER

(TYP.)

MASONRY PLATES

SOLE PLATE AND

ROCKER BEARING,

REMOVE EXISTING

(TYP.)

MASONRY PLATES

SOLE PLATE AND

ROCKER BEARING,

REMOVE EXISTING

(TYP.)

(TO REMAIN)

ANCHOR BOLTS

BOTTOM OF

FLOOR BEAM{ BEARING { BEARING

A

-

EXISTING BEARING SOUTH GIRDER B

-

EXISTING BEARING NORTH GIRDER

7" 7"

1" 1"

1" 1"

7�"

3" 3"

NORTH GIRDER HOLE PATTERN

SOUTH GIRDER HOLE PATTERN

SCALE: 1�" = 1’-0"

ANCHOR BOLT

{ BEARINGS { BEARING


8’-4�

"

4’-2�

"

189.271’

133.142’114.271’

200.271’173.142’90.258’

94.312’

107.271’73.069’

83.465’

55.312’

62.258’ 195.271’

121.271’98.146’86.258’70.258’49.146’

16.5’ 73.069’ 104.27’ 197.57’

117.27’

119.27’

193.27’

182.52’

184.516’

121.27’

45.15’

51.31’

58.26’

66.23’

109.56’

110.27’

126.38’

128.38’

131.27’ 177’

173.27’

175’

196.27’

8’-4�

"

4’-2�

"�

"

8’-4�

"

89.333’16.99’

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S-BR02

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

83

COORDINATE

GRID

AD

CONNECTICUT

ABUTMENT NO. 4

SPAN 6

83

COORDINATE

GRID

AD

CONNECTICUT

A

-

A-A

-

PROPOSED ABUTMENT NO 4 PLAN

SCALE: 1" = 1’-0"

SCALE: �" = 1’-0"

STIFFENER


PROPOSED JACKING BEARING STIFFENER


BEVELED LOAD PLATE

SCALE: 1" = 1’-0"

SCALE: 1" = 1’-0"

SCALE: 1" = 1’-0"


A

-

PLAN DETAIL - SOUTH BEARING

SCALE: �" = 1’-0"

PEDESTAL REBAR REINFORCEMENT

(TO REMAIN)

EXISTING PEDESTAL

(TO REMAIN)

EXISTING PEDESTAL

PROPOSED PEDESTAL EXTENSION

BEVELED SOLE PLATE

BEVELED SOLE PLATE

1" CHAMFER

BACK WALL

1’-0"

1’-0"

(TO REMAIN)

EXISTING PEDESTAL

(TO REMAIN)

EXISTING PEDESTAL

STAINLESS STEEL SHIM

BEVELED SOLE PLATE

A-A

-

PROPOSED BEARING SOUTH GIRDER

SEAT

EXISTING BRIDGE


PEDESTAL

EXISTING

PROPOSED PEDESTAL

PROPOSED BEARING NORTH GIRDER

FRONT VIEW

PROPOSED BEARING NORTH GIRDER

SIDE VIEW


SIDE VIEW


FRONT VIEW

NOTES:

NOTED.

ALL PROPOSED REBAR TO BE #6 UNLESS OTHERWISE 2.

SEE DRAWING S-BD1 FOR ALL BEARING INFORMATION.1.

BACK WALL

BACK WALL

BACK WALL

STEEL KEEPER

STEEL KEEPER

STEEL KEEPER

STEEL KEEPER


PROPOSED ELASTOMERIC BEARING

�"SEAL WELD

NORTH PLAN SIMILAR

EXTEND PEDESTAL

EXTEND PEDESTAL

3" (TYP.)

3" (TYP.)

PROPOSED BEARING NORTH GIRDER SIMILAR

3

EQ.

SP

AC

ES

�"SEAL WELD

DRILL AND GROUT REBAR


2" MIN

12.08’ 30.147’

12.08’ 36.16’

31.952’

47.13’

75.16’ 84.16’

70.167’ 95.208’

172.556’

169.16’

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PIER CAP PLAN

SCALE: �" = 1’-0"

PIER NO. 7

WEST ELEVATION

SPAN 7

PIER 7

SPAN 7

CONNECTICUT

COORDINATE

GRID

SPAN 8

SPAN 8 SPAN 7 SPAN 8

SCALE: 1" = 1’-0"

PIER 7 EXISTING BEARING

2’-8" 2’-0"

1’-0"

1’-8"

�"�"

1"

1"

1"

2�"

7�"10"

SPAN 7SPAN 8

4"

1’-3�"

3�"

SCALE: �" = 1’-0" SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

S-BR03

B

-

A

-

C

-

NORTH ELEVATION SOUTH ELEVATION

CONNECTICUT

COORDINATE

GRID

B

-SIMILAR TO


1’-11"*

A

-

PLAN DETAIL - NORTH COLUMN C

-

PLAN DETAIL - SOUTH COLUMN

6’-0"

8’-0"

6’-0"

8’-0"

SPAN 7

{ PIER 7

BEARINGS (TO REMAIN)

TOWARDS { OF ROADWAY

SPAN 8

3" (TYP.)

REMOVE WELDED PLATE

REMOVE WELDED PLATE


EXISTING CROSS BRACE (TO REMAIN) (TYP.)

40’-0"

END DIAPHRAGMBOTTOM OF

FLOOR BEAM

B

-


EXISTING BEARING SOUTH GIRDER SIMILAR

PIER 7

SEE SUBSET #6

EXISTING DRAIN PIPE


2" (TYP.)

12" (TYP.)

�"

GIRDER END

BEARING

EXISTING SPAN 9

W8x40

GUSSET PLATE

W8x40

(4)-L4x3�x�

PIER COLUMN

TOP OF PIER

REINFORCING BAR

DRILL AND GROUT

2" (TYP.)

12" (TYP.)

GIRDER END

BEARING

EXISTING SPAN 9

PIER COLUMN

REINFORCING BAR

DRILL AND GROUT

TOP OF PIER

W8x40 (TYP.)

EQUAL SPACES

(5) #6 BARS

EQUAL SPACES

(5) #6 BARS

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PIER NO. 7

CONNECTICUT

COORDINATE

GRID

SCALE: �" = 1’-0"SCALE: �" = 1’-0"

S-BR04

SCALE: 3" = 1’-0"

SCALE: 1�" = 1’-0"

PIER 7

SPAN 7

SPAN 8

A

-

B

-

PROPOSED PIER CAP PLAN

F

-

RESTRAINER DETAIL

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

G-G

-

G-G

-

CROSS BRACE SECTION

A

-

PLAN DETAIL - NORTH COLUMN B

-


�"

�"

PROVIDE KEEPERPROVIDE KEEPER

SOLE PLATE (TYP.)SOLE PLATE

{ GIRDER, SPAN 7

{ GIRDER, SPAN 8

{ GIRDER, SPAN 8

{ GIRDER, SPAN 7

BAR "A"

SPACES

2 EQUAL

SPACES

2 EQUAL

SEE PLAN VIEW

#6 BARS

LAP "A"

LAP "A"

LAP "A"

SPAN 7

SPAN 8

{ PIER 7

CONNECTICUT

COORDINATE

GRID


SCALE: �" = 1’-0"

G-G

-SEE PLAN VIEW

#6 BARS

LAP "A"

FRONT ELEVATION NORTH KEEPER FRONT ELEVATION SOUTH KEEPER

2" (TYP.)

FOR ANGLE, SEE FRAMING PLANS (TYP.)

ALL REBAR SHALL HAVE 2" COVER

4’-8"

2’-4"

2" (TYP.)

7�"

�"

TOP OF CONCRETE KEEPER

SEE DETAIL DRAWING NO S-BD2

STEEL KEEPER

40’-0" (TYP.)


DRILLED HOLE PATTERN

SCALE: �" = 1’-0"

CONCRETE KEEPER EDGE

1�"

1�"

1�"

1�"

(SOUTH KEEPER SIMILAR)

NORTH KEEPER SHOWN

{ PIER CAP4"

1’-10"

4’-4" AT { PIER

4’-4" AT { PIER

1’-5�"

2 EQ. SP.

2’-6�"

4 EQ. SPACES

(TYP.)

F

-

�"

F

-

(5) #6 BARS (LENGTH VARIES)

(6) #6 BAR (LENGTH VARIES)

(5) #6 BARS (LENGTH VARIES)

(6) #6 BAR (LENGTH VARIES)

172.556’

169.16’

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PIER CAP PLAN

SCALE: �" = 1’-0"

PIER NO. 9

WEST ELEVATION

SPAN 9SPAN 10 SPAN 9 SPAN 10

PIER 9

SPAN 9

SPAN 10

CONNECTICUT

COORDINATE GRID

5’-10"

7’-2"

5’-10"

7’-2"

CONNECTICUTCOORDINATE G

RID

SCALE: 1" = 1’-0"

PIER 9 EXISTING BEARINGS

2’-6"1’-8�"

1’-0"

1’-8"

3�"

1’-3�"

EXISTING DRAIN PIPE TO BE REMOVED AND RESET

SPAN 9SPAN 10

6"5�"

S-BR05

C

-

A

-

B

-


SOLE AND MASONRY PLATES (TYP.)

REMOVE EXISTING BEARING,

PIER 9 SPAN 10 SCALE: �" = 1’-0"

SCALE: �" = 1’-0"SCALE: �" = 1’-0"

A

-

PLAN DETAIL NORTH COLUMN C

-

PLAN DETAIL SOUTH COLUMN

BOLTS (8 PLACES)

1’-11"*


2’-8" 2’-0"

1’-0"

1’-8"

4"

1’-6�"

4"

2’-2�"*

PIER 9 SPAN 9

SPAN 9

SPAN 10

{ PIER 9

1�" (TYP.)

(8 PLACES) (TYP.)

(8 PLACES) (TYP.)

3" (TYP.)


GIRDER

GIRDER

GIRDER

GIRDER

BEVELED LOAD PLATE (TYP.)

2’-2�"*1’-11"*

PIER 11 SIMILAR

END DIAPHRAGM

BOTTOM OF

FLOOR BEAM

PROPOSED BEARING STIFFENER (TYP.)

SUGGESTED POSSIBLE JACKING METHOD (TYP.)

B

-


END DIAPHRAGM

7�"

1"

3" 3"

7"

1"

GIRDER HOLE PATTERN

SCALE: 1�" = 1’-0"

PIER 9



- -

-

-

-

- -

- - -

- - - -

- - -

- - -





PIER NO. 9

S-BR06

PROPOSED BEARING STIFFENER


SPAN 9 SOUTH BEARING SIMILAR SPAN 10 SOUTH BEARING SIMILAR

1"| TYP. 1"| TYP.


PROPOSED BEARING

PROPOSED BEARING

TYPICAL TOP VIEW OF GIRDERS

EXTEND PEDESTAL

INSTALL STEEL KEEPERS (TYP.)


FRONT VIEWFRONT VIEW

SEE SUBSET #09

STRENGTHENING

FOR GIRDER

EXTEND PEDESTAL


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COORDINATE GRID

SCALE: �" = 1’-0"

SCALE: �" = 1’-0" SCALE: �" = 1’-0"

SPAN 10 SPAN 9


A

-

B

-

SCALE: �" = 1’-0"

CONNECTICUT

COORDINATE GRID

PIER 9

SPAN 10

SPAN 9

SPAN 10

SPAN 9

{ BEARING

{ BEARING

{ BEARING

{ BEARING

PROPOSED BEARING STIFFENER

A

-


-


{ PIER 9

PROPOSED BEARINGS NORTH GIRDER

SCALE: 1" = 1’-0"

END DIAPHRAGM


SCALE: 1" = 1’-0"

BEVELED SOLE PLATE

PROPOSED JACKING BEARING STIFFENER (TYP.)


NOTES:

PROPOSED BEARINGS SOUTH GIRDER SIMILAR

{ PIER


GIRDER

GIRDER

GIRDERGIRDER

BEVELED SOLE PLATE


A-A

-

B-B

-

A-A

-

PROPOSED SPAN 9 NORTH BEARING B-B

-

PROPOSED SPAN 10 NORTH BEARING

AS NEEDED

EXTEND PEDESTAL


REINFORCEMENT.

SEE DRAWING NO. S-BR07 FOR TYPICAL PEDESTAL 2.


�"SEAL WELD

�"SEAL WELD

- -

-

-

-

- -

- - -

- - - -

- - -

- - -





PIER NO. 9

S-BR07


�"SEAL WELD

�"SEAL WELD

GIRDER LAYOUT VARIES

TYP. (4 PLACES)

TYP. (4 PLACES)

ELEVATION

TYPICAL PEDESTAL REINFORCEMENT

PLAN VIEW

TYPICAL PEDESTAL REINFORCEMENT

SOUTH ELEVATION SIMILAR

NORTH ELEVATION SHOWN

PROPOSED BEARINGS INSTALLATIONS

4" (TYP.) UNLESS OTHERWISE NOTED

EXISTING ANCHOR BOLT (TYP.)


FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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SCALE: 1" = 1’-0"

SCALE: 1�" = 1’-0"

�"SEAL WELD

�"SEAL WELD

BEVELED SOLE PLATE

STAINLESS STEEL SHIMSTAINLESS STEEL SHIM

NOTES:

SEE DRAWING S-BD1 FOR ALL BEARING INFORMATION.1.SCALE: 1�" = 1’-0"

1’-0"

1" CHAMFER (TYP.)

DRILL AND GROUT REBAR (TYP.)

BEVELED SOLE PLATE

GIRDER LAYOUT VARIES

(8) #5 BARS

(8) #5 BARS

(8) #5 BARS

(8) #5 BARS

(8) #6 BARS

(8) #6 BARS

TYP. 4 PLACES

TYP. 4 PLACES

4" (TYP.)

(8) #5 BARS(8) #5 BARS

(8) #6 BARS(8) #6 BARS

VARIES


VARIES

LENGTH

WIDTH VARIES

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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PIER CAP PLAN

SCALE: �" = 1’-0"

PIER NO. 10

WEST ELEVATION

SPAN 11

SPAN 11

CONNECTICUT

COORDINATE GRID

CONNECTICUT

COORDINATE GRID


PIER 10

SPAN 10

1’-6"2’-4"

4’-2" 2’-6"

7"

1’-5�"1’-3�"

4"

SCALE: 1" = 1’-0"


3" 3"3"3"

8"

SPAN 11 SPAN 10

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

S-BR08


A

-

B

-

A

-

PLAN DETAIL - NORTH COLUMN

2’-�"*


7’-2"

5’-10"

EXISTING BEARING (TO REMAIN)


REMOVE WELDED PLATE

REMOVE WELDED PLATE



FLOOR BEAM

PIER 10

B

-

EXISTING BEARING NORTH GIRDEREXISTING BEARING SOUTH GIRDER SIMILAR

SOUTH COLUMN SIMILAR

5"

2�"

�"


5’-10"

GUSSET PLATE

W8x40

(4)-L4x3�x�

6 #6 BARS

REINFORCING BAR

DRILL AND GROUT

�"

56.2

5"

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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- - -

- - - -

- - -

- - -





PIER NO. 10

SCALE: �" = 1’-0"

S-BR09

CONNECTICUT

COORDINATE GRID

SCALE: �" = 1’-0"

SCALE: 3" = 1’-0"

PIER COLUMN

TOP OF PIER

F

-

SCALE: 1�" = 1’-0"

12" (TYP.)

2" (TYP.)

PROVIDE KEEPER (TYP.)

FRONT ELEVATION KEEPER

FIXED BEARING

E

-

RESTRAINER DETAIL

F

-

SECTION OF CROSS BRACE

A

-

SPAN 11

PIER 10

SPAN 10

SCALE: �" = 1’-0"


A

-


STEEL KEEPER

�"

�"

{ GIRDER

�"

DRILL AND GROUT

4 #6 BARS



GIRDER

EXISTING SOLE PLATE

(8) #

6

U-B

AR

S

2"

4’-6"

4’-2"

2�"

1’-1�"

�"

TOP OF CONCRETE KEEPER

LENGTH VARIES

U-BAR

(2) #6

(4) #6 U-BARS

(1) #6 U-BAR

DRILL AND GROUT

LENGTH VARIES

1’-2"


4’-6"

1’-5"

11�"

1’-11"

11�"

CONCRETE KEEPER EDGE


SCALE: �" = 1’-0"

NORTH KEEPER SHOWN, SOUTH KEEPER SIMILAR

1�"

(TYP.)

1’-11�"

3’-�"

7 EQ. SPACES

3’-10"{ PIER CAP

3 EQ. SPACES

4 EQ. SPACES 2 EQ. SP.

E

-

172.556’

169.16’

FACEE/WFACEN/SFACEE/W

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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- - -

- - - -

- - -

- - -





PIER CAP PLAN

SCALE: �" = 1’-0"

PIER NO. 11

WEST ELEVATION

SPAN 12

SPAN 12

CONNECTICUT

COORDINATE GRID

5’-10"

7’-2"

5’-10"

7’-2"

CONNECTICUTCOORDINATE G

RID

SCALE: 1" = 1’-0"

2’-6"1’-8�"

1’-0"

1’-8"

3�"

1’-3�"

SPAN 12

5�"6"

S-BR10

C

-

A

-

B

-




SCALE: �" = 1’-0"

SCALE: �" = 1’-0"SCALE: �" = 1’-0"

A

-

PLAN DETAIL NORTH COLUMN C

-

PLAN DETAIL SOUTH COLUMN

BOLTS (8 PLACES)

1’-11"*


2’-8" 2’-0"

1’-0"

1’-8"

4"

1’-6�"

4"

2’-2�"*

SPAN 12

1�" (TYP.)

(8 PLACES) (TYP.)

(8 PLACES) (TYP.)

3" (TYP.)


GIRDER

GIRDER

GIRDER

GIRDER


1’-11"*2’-2�"*

END DIAPHRAGM

BOTTOM OF

FLOOR BEAM

PROPOSED BEARING STIFFENER (TYP.)

SUGGESTED POSSIBLE JACKING METHOD (TYP.)

B

-


END DIAPHRAGM

7�"

1"

3" 3"

7"

1"

GIRDER HOLE PATTERN

SCALE: 1�" = 1’-0"

SPAN 11

PIER 11

SPAN 11 SPAN 12SPAN 11

PIER 11

PIER 11 SPAN 11

PIER 11 SPAN 12


{ PIER 11

SPAN 11

SPAN 11


4"

SEE SUBSET #06



- -

-

-

-

- -

- - -

- - - -

- - -

- - -





PIER NO. 11

S-BR11

TYPICAL TOP VIEW OF GIRDER



PROPOSED BEARING

PROPOSED BEARING

SPAN 12 SOUTH BEARING SIMILARSPAN 11 SOUTH BEARING SIMILAR

1"|

STEEL KEEPER (TYP.)

STEEL KEEPER (TYP.)

STEEL KEEPER (TYP.)

STEEL KEEPER (TYP.)

FRONT VIEW FRONT VIEW

STIFFENER

BEARING

JACKING

PROPOSED


FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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SCALE: �" = 1’-0" SCALE: �" = 1’-0"


A

-

B

-

SCALE: �" = 1’-0"

CONNECTICUT

COORDINATE GRID

SPAN 12

SPAN 12

{ BEARING

{ BEARING

{ BEARING

{ BEARING

A

-


-



GIRDER

GIRDER

GIRDERGIRDER

BEVELED SOLE PLATE


SCALE: 1" = 1’-0"

END DIAPHRAGM


SCALE: 1" = 1’-0"

BEVELED SOLE PLATE


SPAN 11

PIER 11

CONNECTICUT

COORDINATE GRID

SPAN 12 SPAN 11

{ PIER 11

SPAN 11

NOTES:

A-A

-

B-B

-

PROPOSED BEARINGS SOUTH GIRDERS SIMILAR

PROPOSED BEARINGS NORTH GIRDERS

A-A

-

PROPOSED SPAN 11 NORTH BEARING B-B

-


REINFORCEMENT.

SEE DRAWING S-BR07 FOR TYPICAL PEDESTAL 2.


STIFFENER

BEARING

JACKING

PROPOSED

STIFFENER

BEARING

JACKING

PROPOSED

�"SEAL WELD

�"SEAL WELD

- -

-

-

-

- -

- - -

- - - -

- - -

- - -





PIER NO. 11

S-BR12


�"SEAL WELD

�"SEAL WELD


SOUTH ELEVATION SIMILAR

NORTH ELEVATION SHOWN

PROPOSED BEARING INSTALLATION


FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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9/18/2017

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SCALE: 1�" = 1’-0"

�"SEAL WELD

�"SEAL WELD

BEVELED SOLE PLATE

STAINLESS STEEL SHIMSTAINLESS STEEL SHIM

NOTES:

REINFORCEMENT.



BEVELED SOLE PLATE

13

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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PIER CAP PLAN

SCALE: �" = 1’-0"

PIER NO. 13

WEST ELEVATION

SPAN 15

SPAN 14

CONNECTICUT

COORDINATE GRID


PIER 13

SPAN 13

S-BR13

8" 7�"

SPAN 15 SPAN 13

SCALE: �" = 1’-0" SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

A

-

C

-

B

-

SOUTH ELEVATIONNORTH ELEVATION

B

-SIMILAR TO

CONNECTICUT

COORDINATE GRID

C

-

PLAN DETAIL - SOUTH COLUMNA

-


EXISTING BEARINGS TO REMAIN

SCALE: 1" = 1’-0"


2’-8" 2’-0"

1’-0"

1’-8"

�"�"

2�"

5"

4"

1’-3�"

3�"


1’-11"*


SPAN 14

SPAN 13

{ PIER 13

3" (TYP.)

1" (TYP.)

8’-0"

6’-0"

6’-0"

8’-0"

REMOVE WELDED PLATE

REMOVE WELDED PLATE


END DIAPHRAGM

BOTTOM OF

FLOOR BEAM

PIER 13

B

-

EXISTING BEARINGS NORTH GIRDER

EXISTING BEARINGS SOUTH GIRDER SIMILAR

SEE SUBSET 6

EXISTING DRAIN PIPE (NORTH COLUMN ONLY)


13

GUSSET PLATE

W8x40

(4)-L4x3�x�

6 #6 BARS

REINFORCING BAR

DRILL AND GROUT

�"

6 #6 BARS

REINFORCING BAR

DRILL AND GROUT

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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- - -

- - - -

- - -

- - -





PIER NO. 13

S-BR14

CONNECTICUT

COORDINATE GRID

SCALE: �" = 1’-0"SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

TOP OF PIER

PIER COLUMN

F

-

SCALE: 3" = 1’-0"

SCALE: 1�" = 1’-0"

SPAN 15 BEARING

6 #6 BARS

8 #6 BARS

8 #6 BARS

GIRDER END

12" (TYP.)

2" (TYP.)



A

-

B

-

E

-

RESTRAINER DETAIL

F

-


CONNECTICUT

COORDINATE GRID

PIER 13

SPAN 14

SPAN 13

PROPOSED PIER CAP PLANSCALE: �" = 1’-0"

B

-

PLAN DETAIL - SOUTH COLUMNA

-


SPAN 14

SPAN 13

{ PIER 13

STEEL KEEPER

SOLE PLATE

�"

�"

INSTALL KEEPER SYSTEM (TYP.)

INSTALL KEEPER SYSTEM (TYP.)

{ GIRDER, SPAN 13

{ GIRDER, SPAN 13

{ GIRDER, SPAN 14 { GIRDER, SPAN 14

EXISTING SOLE PLATE (TYP.)

�"


SCALE: �" = 1’-0"

TOP OF PIER

PIER COLUMN

F

-

SPAN 15 BEARING

GIRDER END

12" (TYP.)

2" (TYP.)

FRONT ELEVATION NORTH KEEPER FRONT ELEVATION SOUTH KEEPER

7�"

�"


6 #6 BARS

4’-6"4’-6"

3’-7" 3’-7"


SCALE: �" = 1’-0"

SOUTH KEEPER SHOWN, NORTH KEEPER SIMILAR

E

-

E

-

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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- - -

- - - -

- - -

- - -





PIER CAP PLAN

SCALE: �" = 1’-0"

PIER NO. 15

WEST ELEVATION

SPAN 16

SPAN 16

CONNECTICUT

COORDINATE GRID


PIER 15

SPAN 15

S-BR15

SCALE: 1" = 1’-0"


5�"

6�"

3’-2" 1’-8"

4"

4�"

1’-0"1’-8"

�"

�"

2�"

1’-7�"

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

SPAN 16 SPAN 15

A

-

B

-

NORTH ELEVATION SOUTH ELEVATIONA

-


7’-8"

5’-8"

B

-SIMILAR TO

A

-SIMILAR TO

CONNECTICUT

COORDINATE GRID



{ PIER

PIERS 17 & 19 SIMILAR

PIER 15 SHOWN

2’-8" 2’-0"

1’-0"

1’-8"

4"

1’-6�"

4"

2’-2�"*

PIER 15 SPAN 15

PIER 15 SPAN 16

(8 PLACES) (TYP.)

3" (TYP.)

1" (TYP.)2’-0"*

* DIMENSION TO BE FIELD VERIFIED BY CONTRACTOR



FLOOR BEAM


GIRDER

GIRDER

7"

1"

1"

7�"

3" 3"

7�"

3" 3"

1"

7"

1"

SPAN 15 GIRDER BOLT HOLE PATTERN

SPAN 16 GIRDER BOLT HOLE PATTERNSCALE: 1�" = 1’-0"

SCALE: 1�" = 1’-0"

SOUTH PLAN SIMILAR

B

-

EXISTING BEARINGS NORTH GIRDERSEXISTING BEARING SOUTH GIRDERS SIMILAR

PIER 15



2’-2�"*

2’-0"*

SEE SUBSET 06



SPAN 16 SOUTH BEARING SIMILARSPAN 15 SOUTH BEARING SIMILAR

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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- - -

- - - -

- - -

- - -





PIER NO. 15

S-BR16

CONNECTICUT

COORDINATE GRID

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

SPAN 16 SPAN 15


A

-

SCALE: �" = 1’-0"

STIFFENER

BEARING

JACKING

PROPOSED

STIFFENER

BEARING

JACKING

PROPOSED

A

-


{ BEARING

{ BEARING

{ GIRDER

{ GIRDER

PIERS 17 & 19 SIMILAR

PIER 15 SHOWN

BEVELED LOAD PLATE



PROPOSED BEARINGS NORTH GIRDERPROPOSED BEARING SOUTH GIRDER SIMILAR



SCALE: 1" = 1’-0"

BEVELED SOLE PLATE

SCALE: 1�" = 1’-0"AND WASHERS (8 PLACES)

(8 PLACES)

BOLTS AND WASHERS


SCALE: 1" = 1’-0"

BEVELED SOLE PLATE

�"SEAL WELD

�"SEAL WELD

LOAD PLATE

BEVELED

NOTES:

PROPOSED BEARING

�"SEAL WELD

STIFFENER

BEARING

JACKING

PROPOSED

STIFFENER

BEARING

JACKING

PROPOSED

PROPOSED BEARING

B-B

-

SPAN 15

{ BEARING

SPAN 16

{ BEARING

STEEL KEEPER (TYP.)

STEEL KEEPERSTEEL KEEPER

PROPOSED BEARINGS NORTH GIRDERS ELEVATION

B-B

-


FRONT VIEW A-A

-


FRONT VIEW

A-A

-

REINFORCEMENT.




�"SEAL WELD

�"SEAL WELD

BEVELED SOLE PLATE

BEVELED SOLE PLATE



(8 PLACES)

PROPOSED BEARINGS SOUTH GIRDERS SIMILAR

16

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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- - - -

- - -

- - -





PIER CAP PLAN

SCALE: �" = 1’-0"

PIER NO. 16

WEST ELEVATION

SPAN 17

SPAN 17

CONNECTICUT

COORDINATE GRID


PIER 16

SPAN 16

S-BR17

SCALE: 1" = 1’-0"


6"

1’-8"

6"

2’-8"

3’-6"4’-2"

1’-6"

2’-4"

9�"

4�"

�"

10�"

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

B

-

A

-


PIER 18 & 20 SIMILAR

PIER 16 SHOWN

CONNECTICUT

COORDINATE GRID

A

-


7’-8"

5’-8"


{ GIRDER

1�" (TYP.)

3" (TYP.)

REMOVE WELDED PLATE

REMOVE WELDED PLATE



FLOOR BEAM

PIER 16

B

-




9"

EXISTING DRAIN (TO REMAIN)


GUSSET PLATE

W8x40

(4)-L4x3�x�

6 #6 BARS

REINFORCING BAR

DRILL AND GROUT

�"

6 #6 BARS

REINFORCING BAR

DRILL AND GROUT

{ PIER 16

SPAN 16

SPAN 17

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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9/18/2017

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- - -

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PIER NO. 16

S-BR18

CONNECTICUT

COORDINATE GRID

SCALE:�" = 1’-0" SCALE:�" = 1’-0"

SCALE: 3" = 1’-0"

SCALE: 1�" = 1’-0"

TOP OF PIER

PIER COLUMN

F

-

SCALE: �" = 1’-0"

2" (TYP.)

12" (TYP.)



DRILL AND GROUT

3 #6 BARS

6 #6 BARS

8 #6 BARS

DRILL AND GROUT

3 #6 BARS

8 #6 BARS

FIXED BEARING

E

-

RESTRAINER DETAIL

F

-



SCALE: �" = 1’-0"

A

-

B

-

PIER 18 & 20 SIMILAR

PIER 16 SHOWN

STEEL KEEPER

SOLE PLATE

�"

1’-1�"|

�"A

-


-


{ GIRDER{ GIRDER

�"


PIER COLUMN

F

-

SCALE: �" = 1’-0"

2" (TYP.)

12" (TYP.)

FIXED BEARING

TOP OF PIER

FRONT ELEVATION SOUTH KEEPERFRONT ELEVATION NORTH KEEPER


6 #6 BARS

4’-6" 4’-6"

4’-2"4’-2"

(TYP.)

FOR HOLE DRILL PATTERN, SEE DRAWIGN NO. S-BR09

E

-

E

-

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

BLOCK:

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- - -

- - - -

- - -

- - -





PIER CAP PLAN

SCALE: �" = 1’-0"

PIER NO. 21

WEST ELEVATION

SPAN 22

SPAN 22

CONNECTICUT

COORDINATE GRID


PIER 21

SPAN 21

S-BR19

7’-10"

6’-8"

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

SPAN 22 SPAN 21


B

-

A

-

A

-


PIER 21 EXISTING TRUSS BEARING

SCALE: 1" = 1’-0"

3’-10"

2’-9"

2"

2"

2"

2’-1�" 4"4"

5’-0"


END DIAPHRAGM

PIER 21


B

-

EXISTING BEARINGS NORTH GIRDER AND TRUSS

EXISTING BEARINGS SOUTH GIRDER AND TRUSS SIMILAR

3’-0"*

1’-11�"*

5"

6"*

10�"*

9"*

11"*

5"*

10"*10"*

* TO BE FIELD VERIFIED BY THE CONTRACTOR

5"

SEE SUBSET #06

FOR DETAILS OF PIER 21 GIRDER BRACE


10 PANELS @ 31.1’ = 311’

21

REINFORCING BAR

DRILL AND GROUT

(6) #6 BARS

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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9/18/2017

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-

-

-

- -

- - -

- - - -

- - -

- - -





PIER NO. 21

S-BR20

CONNECTICUT

COORDINATE GRID

SCALE: �" = 1’-0"

�"

1’-1�"

SCALE: 3" = 1’-0"

TOP OF PIER

PIER COLUMN

SCALE: �" = 1’-0"

2" (TYP.)

12" (TYP.)FRONT ELEVATION KEEPER

DRILL AND GROUT

(6) #6 BARS


PIER 21 SHOWN, PIER 32 SIMILAR

SCALE: �" = 1’-0"


A

-

�"

4�"

SCALE: 3" = 1’-0"

F

-

LOWER RESTRAINER DETAIL

E

-

UPPER RESTRAINER DETAIL

A

-




6’-0"

5�"

{ BEARING1’-10"

2’-9�"

2�"

(4) #6 BARS

1’-4�"


{ BEARING

3�"

9"

18 EQ. SP. =4’-7�"

LENGTH VARIES

(12) #6 BARS, EQ. SPACED

3 EQ. SP. =1’-3�"

DRILL HOLE PATTERN

SCALE: �" = 1’-0"


NORTH KEEPER SHOWN

9�"

E

-

F

-

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

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-

-

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- -

- - -

- - - -

- - -

- - -





PIER CAP PLAN

SCALE: �" = 1’-0"

PIER NO. 22

WEST ELEVATION

SPAN 23

SPAN 23

CONNECTICUT

COORDINATE GRID


PIER 22

SPAN 22

S-BR21

CONNECTICUT

COORDINATE GRID

8’-0"

9’-6"

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

A

-

B

-


PIERS 24, 29, & 31 SIMILAR

EXISTING PIER POST TENSIONING (TO REMAIN)


SCALE: �" = 1’-0"



6’-8" 6’-0"

A

-



END DIAPHRAGM

PIER 22

B

-

EXISTING BEARING NORTH TRUSSEXISTING BEARING SOUTH TRUSS SIMILAR


PIERS 24, 29, AND 31 SIMILAR

PIER 22 SHOWN* TO BE FIELD VERIFIED BY CONTRACTOR

4’-0"*

4’-10"1’-11�"

3"

8"

2’-1�"

1’-3"

11"*

2’-7�"

EXISTING DRAIN (TO REMAIN)

1’-8�"*


- -

-

-

-

- -

- - -

- - - -

- - -

- - -





PIER NO. 22

S-BR22

CONNECTICUT

COORDINATE GRID

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

BLOCK:

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SCALE: �" = 1’-0"

A

-

SCALE: �" = 1’-0"



PIER 22 SHOWN

A

-




PROPOSED KEEPER ELEVATIONPROPOSED SOUTH KEEPER SIMILAR

SCALE: �" = 1’-0"

(6) EQ. SPACED #6 U-BARS

(5) EQ. SPACED #6 U-BARS

3 EQ. SPACED #6 U-BARS

2" MIN COVER (TYP.)

DRILL AND GROUTED


DRILLED AND GROUTED


DRILLED AND GROUTED


1’-0"

DRILL AND GROUT (TYP.)

�"

1’-5"

4’-2"

1’-5"

6’-1�"

6’-�"

3�"

2" MIN. COVER (TYP.)

5’-�"1’-1"

1’-6" 45° CHAMFER

LENGTH VARIES


AT CENTER OF DRILLED HOLE

REBAR TO BE 1’-0" INTO CONCRETE

CROWNED FOR DRAINAGE

TOP OF CONCRETE PIER


SEE DETAIL E, DRAWING NO. S-BR20

SEE DETAIL F, DRAWING NO. S-BR20

SEE DRAWING NO. S-BR09 FOR HOLL DRILL PATTERN

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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9/18/2017

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-

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- -

- - -

- - - -

- - -

- - -





PIER CAP PLAN

SCALE: �" = 1’-0"

PIER NO. 23

WEST ELEVATION

SPAN 24

SPAN 24

SCALE: �" = 1’-0"

CONNECTICUT

COORDINATE GRID


PIER 23

SPAN 23

S-BR23

CONNECTICUT

COORDINATE GRID8’-0"

SPAN 24 SPAN 23

SCALE: �" = 1’-0"

A

-

B

-


PIER 30 SIMILAR

PIER 23 SHOWN

A

-



END DIAPHRAGM

PIER 23

B

-

EXISTING BEARINGS NORTH TRUSSEXISTING BEARINGS SOUTH TRUSS SIMILAR


9’-6"


23

10 PANELS @ 31.1’ = 311’

23

6 #6 BARS

REINFORCING BAR

DRILL AND GROUT

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

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-

-

-

- -

- - -

- - - -

- - -

- - -





PIER NO. 23

S-BR24

CONNECTICUT

COORDINATE GRID

�"

1’-5�"

SCALE: 3" = 1’-0"

PIER COLUMN

SCALE: �" = 1’-0"

2" (TYP.)

12" (TYP.)


TOP OF PIER

SIMILARPIER 23 SHOWN, PIER 30

SCALE: �" = 1’-0"


A

-

A

-SIMILAR TO

SPAN 24

SPAN 23

PIER 23

E

-

RESTRAINER DETAIL


DRAWING NO. S-BR20

"LOWER RESTRAINER DETAIL"

LOWER RESTRAINER SIMILAR TO

SCALE: �" = 1’-0"

A

-



6’-0"

1’-2�"

5’-9�"

1’-2�"

5�"

1’-10"

5�"

5�"

1’-10"

5�"

2’-10�"

4�"


SEE DRAWING NO. S-BR20 FOR REBAR REINFORCEMENT AND DRILL HOLE PATTERN

E

-

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

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-

-

-

- -

- - -

- - - -

- - -

- - -





SCALE: �" = 1’-0"

PIER NO. 25

WEST ELEVATION

SPAN 26

SPAN 26

SCALE: �" = 1’-0"

CONNECTICUT

COORDINATE GRID


PIER 25

SPAN 25

S-BR25

8" 8"

8’-6"

10’-6"

SCALE: �" = 1’-0"


PIER 28 SIMILAR

EXISTING PIER CAP PLAN

A

-

PLAN DETAIL


END DIAPHRAGM

PIER 25

B

-

EXISTING BEARINGS NORTH TRUSSEXISTING BEARINGS SOUTH TRUSS

3’-10"

3’-0"*

2’-4�"*

6"*

10�"*

5"*10"*10"*5"*

A

-

B

-

5’-0" 2’-9"

5’-6" 2’-11"

11"*

3’-�"*

3"

4"

3" 3" 3"

CONNECTICUT

COORDINATE GRID

3"

4’-�"

4"

3"

9"

1’-6�"*

SCALE: 1" = 1’-0"

PIER 28 SIMILAR


SPAN 24 BEARING

SPAN 25 BEARING

4�"*8"*


PIERS 21E, 25W, 28E, 32W

23

7 #6 BARS

REINFORCING BAR

DRILL AND GROUT

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

BLOCK:

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-

-

-

- -

- - -

- - - -

- - -

- - -





PIER NO. 25

S-BR26

CONNECTICUT

COORDINATE GRID

SCALE: �" = 1’-0"

SPAN 26

PIER 25

SPAN 25

SIMILAR TO

TOP OF PIER

PIER COLUMN

SCALE: �" = 1’-0"

2" (TYP.)



PIER 25 SHOWN; PIER 28 SIMILAR

�"

10"

SCALE: 3" = 1’-0"

SCALE: �" = 1’-0"


A

-

A

-

E

-

RESTRAINER DETAIL


SOUTH KEEPER SIMILAR

A

-



SIMILAR TO DRAWING NO. S-BR20

6’-0"

1’-10"

5’-9�"

5�"

5�"

2�"

PATTERN AND REBAR REINFORCEMENT.

SEE DRAWING NO. S-BR20 FOR DRILLED HOLE 1.

NOTES:

SEE DRAWING NO. S-BR20 FOR REBAR REINFORCEMENT AND DRILL HOLE PATTERN

E

-

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

BLOCK:

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-

-

-

- -

- - -

- - - -

- - -

- - -





PIER CAP PLAN

SCALE: �" = 1’-0"

PIER NO. 26

WEST ELEVATION

A

3.XX

SPAN 27

SPAN 27

CONNECTICUT

COORDINATE GRID

SPAN 26 SPAN 26 SPAN 27PIER 26

SPAN 26

S-BR27

CONNECTICUT

COORDINATE GRID

SCALE:�" = 1’-0"

SCALE:�" = 1’-0"

12’-0"

14’-0"

SOUTH ELEVATIONNORTH ELEVATION

B

-


END DIAPHRAGM

PIER 26

(TO REMAIN)

EXISTING PIER TENSIONING

B

-

EXISTING BEARING NORTH TRUSS

EXISTING BEARING SOUTH TRUSS SIMILAR

PIER 27 SIMILAR

PIER 26 SHOWN


A

-


SCALE: �" = 1’-0"


6’-5"

4’-11"*

* TO BE FIELD VERIFEID BY CONTRACTOR

8’-0"8’-0"

2’-9" 3’-10"

4’-1"

8"

1’-4"


REINFORCING BAR

DRILL AND GROUT

12 #6 BARS

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

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-

-

-

- -

- - -

- - - -

- - -

- - -





PIER NO. 26

S-BR28

CONNECTICUT

COORDINATE GRID

SCALE: �" = 1’-0"

SIMILAR TOA

-

A

-

6 #6 REBAR

�"

3’-5�"

SCALE: 1�" = 1’-0"

TOP OF PIERPIER COLUMN

SCALE: �" = 1’-0"


E

-

RESTRAINER DETAIL

2" (TYP.)


8 #6 REBAR

PIER 27 SIMILAR

PIER 26 SHOWN

A

-



DRILL AND GROUT

8 #6 REBAR

1’-0"

7’-0"

1’-0"

9’-5�"

1’-6"

1’-6"

4’-0"

1’-6"

1’-6"

DRILL HOLE PATTERN

SCALE: �" = 1’-0"


NORTH KEEPER SHOWN

7 EQ. SP. =7’-2�"10�"

1’-1�"

1’-1�"

1’-10�"

7 EQ. SP. =8’-6�"

3’-9�" 3 EQ. SP.

E

-

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

BLOCK:

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-

-

-

- -

- - -

- - - -

- - -

- - -





PIER CAP PLAN

PIER NO. 33

WEST ELEVATION

SPAN 34

SPAN 34

CONNECTICUT

COORDINATE GRID


PIER 33

SPAN 33

S-BR29

CONNECTICUT

COORDINATE GRID

SCALE:�" = 1’-0"

SCALE:�" = 1’-0"

5’-8"

6’-2"

5’-8"

6’-2"

SCALE:�" = 1’-0"

SCALE:�" = 1’-0"

SPAN 34 SOUTH

SPAN 33 NORTH & SOUTH AND SPAN 34 NORTH

SCALE: 1" = 1’-0"


1’-10"

4" 4"

1’-0"

3"

1’-2�"

3�"

2’-8"

3" 3"

1’-0"

4"

1’-2�"

3�"

1’-10"

5" 5"

1’-10�"

4’-0"

3" 3"

B

-

D

-

C

-

A

-



END DIAPHRAGM

BOTTOM OF

FLOOR BEAM

D

-

EXISTING BEARING SOUTH GIRDER

SCALE: �" = 1’-0"

PIER 33

EXISTING BEARINGS (TO REMAIN) EXISTING BEARINGS (TO REMAIN)

1’-8�"*

1’-10"*


B

-

EXISTING BERING NORTH GIRDER

TOWARDS PIER CENTER

TOWARDS PIER CENTER

2�"

�"

PLATE

WELDED

EXISTING

REMOVE

PLATE

WELDED

EXISTING

REMOVE

A

-

PLAN DETAIL - NORTH COLUMN C

-


PLATE

WELDED

EXISTING

REMOVE

PLATE

WELDED

EXISTING

REMOVE

{ PIER 33

SPAN 34

SPAN 33

40’-0" (TYP.)

(TO REMAIN)

DRAIN PIPE

EXISTING

(TO REMAIN)

DRAIN PIPE

EXISTING


1’-8�"

33

13

33

13

REINFORCING BAR

DRILL AND GROUT

�"

REINFORCING BAR

DRILL AND GROUT

10 #6 BARS10 #6 BARS

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

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-

-

-

- -

- - -

- - - -

- - -

- - -





PIER NO. 33

S-BR30


SCALE: �" = 1’-0"

SCALE: 3" = 1’-0"

2" (TYP.)

12" (TYP.)

TOP OF PIER

PIER COLUMN

SCALE: �" = 1’-0"


CONNECTICUT

COORDINATE GRID

A

-

B

-

STEEL KEEPER

SOLE PLATE

�"

1’-6"|

�"


E

-

RESTRAINER DETAIL

�"

SCALE: �" = 1’-0"

2" (TYP.)

12" (TYP.)

TOP OF PIER

PIER COLUMN

SCALE: �" = 1’-0"

B

-


SCALE: �" = 1’-0"

A

-


FRONT ELEVATION SOUTH KEEPERFRONT ELEVATION NORTH KEEPER

{ PIER 33

SPAN 34

SPAN 33

SPAN 34

SPAN 33

PIER 33


4’-4"

2’-2"

2’-2"

6’-4�"

3’-9�

"

(TYP.)

FOR REBAR AND HOLE DRILL LAYOUT, SEE DRAWING NO. S-BR14

E

-

E

-

(8 PLACES)

REMOVE EXISTING BOLTS

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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9/18/2017

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-

-

- -

- - -

- - - -

- - -

- - -





PIER CAP PLAN

SCALE: �" = 1’-0"

PIER NO. 34

WEST ELEVATION

SPAN 35

SPAN 35

CONNECTICUT

COORDINATE GRID


PIER 34

SPAN 34

S-BR31

CONNECTICUT

COORDINATE GRID

SCALE:�" = 1’-0"

SCALE: 1" = 1’-0"


1’-0"

4"

1’-10"4’-0"

7�"4"

1’-5�"

4"

3"3"

1’-10�"

1’-10"

1"1�"

1"

�"�"2�"

1’-9"

4�"

4"

1’-6"

3"

4"

1’-10"3’-2"

6�"

1’-8�"

1’-8"

1’-0"

1’-8�"

2�"R

2�"R

NORTH PIER

SOUTH PIER

5" 5"

SCALE:�" = 1’-0"

B

-

D

-

C

-

A

-



END DIAPHRAGM

BOTTOM OF

FLOOR BEAM

PIER 34

8" 8"

9" 9"

2’-1�"* 2’-1�"*

2’-1"*2’-1"*

6’-2" 6’-2"

2’-1"*

2’-1�"*


A

-


-


SCALE: �" = 1’-0" SCALE: �" = 1’-0"

B

-

EXISTING BEARINGS NORTH GIRDER D

-

EXISTING BEARINGS SOUTH GIRDER

EXISTING BEARINGS TO BE REMOVED

EXISTING BEARINGS TO BE REMOVED

DRAIN PIPE TO BE REMOVED AND RESET



PROPOSED JACKING BEARING STIFFENERPROPOSED JACKING BEARING STIFFENER

BEVELED LOAD PLATE

BEVELED LOAD PLATE BEVELED LOAD PLATEBEVELED LOAD PLATE

(8 PLACES)


(8 PLACES)


(8 PLACES)



5’-8"5’-8"

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

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A

-

B

-

SPAN 35

PIER 34

SPAN 34

STIFFENER

BEARING

JACKING

PROPOSED

STIFFENER

BEARING

JACKING

PROPOSED

A

-


PROPOSED BEARINGS NORTH GIRDER

CONNECTICUT

COORDINATE GRID

CONNECTICUT

COORDINATE GRID

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

SCALE: 1" = 1’-0"

SCALE: 1" = 1’-0"

BEVELED SOLE PLATE

SCALE: 1" = 1’-0"

�"SEAL WELD

�"SEAL WELD

�"SEAL WELD

BEVELED SOLE PLATE

�"SEAL WELD

STAINLESS STEEL SHIM STAINLESS STEEL SHIM

1" CHAMFER (TYP.) 1" CHAMFER (TYP.)

NOTES:

STIFFENER

BEARING

JACKING

PROPOSED

STIFFENER

BEARING

JACKING

PROPOSED

B-B

-

A-A

-

B-B

-

PROPOSED SPAN 34 NORTH BEARING A-A

-


S-BR07.

FOR TYPICAL PEDESTAL REINFORCEMENT, SEE DRAWING NO 2.


- -

-

-

-

- -

- - -

- - - -

- - -

- - -





PIER NO. 34

S-BR32


�"SEAL WELD

SIDE VIEW

PIER 34 NORTH

PROPOSED BEARING

1"| MIN (TYP.)

PROPOPSED BEARING

PROPOPSED BEARING

EXTEND PEDESTAL

STEEL KEEPER

STEEL KEEPER

STEEL KEEPER

STEEL KEEPER

FRONT VIEW FRONT VIEW

1’-0"

1"

EXISTING PEDESTAL


2’-1"* 2’-1"*

(8) #5 BARS (8) #5 BARS

(8) #6 BARS(8) #6 BARS


FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

BLOCK:

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CONNECTICUT

COORDINATE GRID


B

-

SPAN 35

PIER 34

SPAN 34

B

-


STIFFENER

BEARING

JACKING

PROPOSED

STIFFENER

BEARING

JACKING

PROPOSED

PROPOSED BEARINGS SOUTH GIRDER

CONNECTICUT

COORDINATE GRID

PLATE

LOAD

BEVELED

PLATE

LOAD

BEVELED

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

SCALE: 1" = 1’-0"

1" CHAMFER (TYP.)

SCALE: 1" = 1’-0"

BEVELED SOLE PLATE

�"SEAL WELD

A-A

-

PROPOSED SPAN 34 SOUTH BEARING

SCALE: 1" = 1’-0"

�"SEAL WELD


BEVELED SOLE PLATE


1" CHAMFER (TYP.)

NOTES:

BEARING

PROPOSED

BEARING

PROPOSED

B-B

-

PROPOSED SPAN 35 SOUTH BEARING

B-B

-

A-A

-

NO. S-BR07.

FOR TYPICAL PEDESTALL REINFORCEMENT, SEE DRAWING 2.


- -

-

-

-

- -

- - -

- - - -

- - -

- - -





PIER NO. 34

S-BR33


SIDE VIEW

PIER 34 SOUTH

PROPOSED BEARING

1"| MIN (TYP.)

�"SEAL WELD

�"SEAL WELD

�"SEAL WELD

STIFFENER

BEARING

JACKING

PROPOSED

STIFFENER

BEARING

JACKING

PROPOSED

FRONT VIEWFRONT VIEW

STEEL KEEPERS

STEEL KEEPERS

STEEL KEEPERS STEEL KEEPERS


FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

BLOCK:

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- -

- - -

- - - -

- - -

- - -





PIER CAP PLAN

SCALE: �" = 1’-0"

PIER NO. 35

WEST ELEVATION

SPAN 36

SPAN 36

CONNECTICUT

COORDINATE GRID


PIER 35

SPAN 35

S-BR34

CONNECTICUT

COORDINATE GRID

SCALE:�" = 1’-0"

SCALE:�" = 1’-0"

5’-8"

6’-2"

SCALE: 1" = 1’-0"


2’-8"

5"

1’-9�"

5"

1’-1"2’-�"

1’-9�"

�"�"

2�"

1"

1�"

1"

4"4"

4’-2"

4" 4"

A

-




FLOOR BEAM

PIER 35

2’-7�"*



A

-



EXISTING BEARING NORTH/SOUTH ELEVATION

TOWARDS PIER CENTER

PLATE

WELDED

EXISTING

REMOVE


35

REINFORCING BAR

DRILL AND GROUT

�"

16 #6 BARS

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

BLOCK:

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- -

- - -

- - - -

- - -

- - -





PIER NO. 35

S-BR35

CONNECTICUT

COORDINATE GRID

SCALE: 3" = 1’-0"

TOP OF PIER

PIER COLUMN

SCALE: �" = 1’-0"

2" (TYP.)

12" (TYP.)


DRILL AND GROUT

4 #6 BARS

4 #6 BARS


SCALE: �" = 1’-0"


SCALE: �" = 1’-0"

E

-

RESTRAINER DETAIL

A

-

STEEL KEEPER

SOLE PLATE

�"

1’-5"|

�"


A

-



�"


8’-3"

10�"

2’-�"

10�"

7’-4�"

20 #6 BARS

DRILL HOLE LAYOUT SIMILAR TO DRAWING NO. S-BR20

E

-

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

BLOCK:

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-

-

- -

- - -

- - - -

- - -

- - -





PIER CAP PLAN

SCALE: �" = 1’-0"

WEST ELEVATION

SPAN 34B

SPAN 34B

CONNECTICUT

COORDINATE GRID

SPAN 33 SPAN 33 SPAN 34B

PIER 33B

SPAN 33

S-BR36

CONNECTICUT

COORDINATE GRID

PIER NO. 33B

PIER 33

SCALE:�" = 1’-0"

SCALE:�" = 1’-0"

SCALE:�" = 1’-0"

SCALE:�" = 1’-0"

6’-0"

4’-6�"

3’-0"

4’-6�"

3’-0"

6’-0"

C

-

A

-

B

-

D

-

C

-

PLAN DETAIL

A

-

PLAN DETAIL


PIER 33B EXISTING BEARINGS

1’-10"

4" 4"

1’-0"

3"

1’-2�"

3�"

1’-8"

2’-8"3" 3"

�"

1�"

1" 1"

2�" 4"4"

�"�"

�"

2�"R

1’-4�"

�"4"

SCALE: 1" = 1’-0"


1’-8�"*EXISTING BEARINGS TO REMAIN


B

-

EXISTING BEARING NORTH GIRDER D

-


PIER 33B

TOWARDS PIER CENTER

PLATE

WELDED

EXISTING

REMOVE



1’-8�"

3 #6 BARS

REINFORCING BAR

DRILL AND GROUT

�"

3 #6 BARS

REINFORCING BAR

DRILL AND GROUT

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

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-

-

-

- -

- - -

- - - -

- - -

- - -





S-BR37

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID

PIER NO. 33B

SCALE:�" = 1’-0"

SCALE:�" = 1’-0"


DRILL AND GROUT

3 #6 BARS

4 #6 BARS

DRILL AND GROUT

3 #6 BARS


4 #6 BARS

TOP OF PIER

SCALE: �" = 1’-0"

2" (TYP.)

12" (TYP.)


SCALE: 3" = 1’-0"

SCALE: �" = 1’-0"


A

-

B

-

E

-

RESTRAINER DETAIL

STEEL KEEPER

SOLE PLATE

�"

8�"|

�"


�" B

-


A

-

PLAN DETAIL - NORTH BEARING

TOP OF PIER

2" (TYP.)

12" (TYP.)


SCALE: �" = 1’-0"


4’-8�"

4’-4�"

2’-11"

10 #6 BARS10 #6 BARS

4’-4�"

2’-11"

4’-8�"

DRILL HOLE PATTERN

SCALE: �" = 1’-0"


NORTH KEEPER SHOWN

4’-�"

9 EQ. SPACES

9 EQ. SPACES

4’-4�"

2’-7"

6�"

1’-7�"1’-2"

E

-E

-

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

BLOCK:

SIGNATURE/


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-

-

-

- -

- - -

- - - -

- - -

- - -





PIER CAP PLAN

SCALE: �" = 1’-0"

WEST ELEVATION

SPAN 35B

SPAN 35B

CONNECTICUT

COORDINATE GRID

SPAN 34B SPAN 34B SPAN 35B

PIER 34B

SPAN 34B

S-BR38

CONNECTICUT

COORDINATE GRID

PIER NO. 34B

PIER 34

SCALE:�" = 1’-0"

SCALE:�" = 1’-0"

SCALE:�" = 1’-0"

SCALE:�" = 1’-0"

6’-0"

4’-2"

A

-

C

-

D

-

B

-



SCALE: 1" = 1’-0"

4"

1’-6"

3"

4"

1’-10"3’-2"

6�"

1’-8�"

1’-8"

1’-0"

1’-8�"

2�"R


4’-2"

4’-3�"

6’-0"

PIER 34B

B

-


-


EXISTING ANCHOR BOLTS TO REMAIN

EXISTING DRAIN TO REMAIN

2’-1"*


SUGGESTED JACKING METHOD





MASONRY PLATE

SOLE PLATE AND

REMOVE EXISTING BEARINGS,

MASONRY PLATE

SOLE PLATE AND

REMOVE EXISTING BEARINGS,

2’-1"* 2’-1"* 2’-1"* 2’-1"*

A

-

PLAN DETAIL - NORTH BEARINGSC

-

PLAN DETAIL - SOUTH BEARINGS


FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=80’

800

SCALE IN FEET

160








SCALE AS NOTED

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- - - -

- - -

- - -





S-BR39

PIER NO. 34B

SCALE:�" = 1’-0"

SCALE:�" = 1’-0" SCALE:�" = 1’-0"

CONNECTICUT

COORDINATE GRID

SCALE: �" = 1’-0"

B

-

A

-


A

-

PLAN DETAIL - NORTH BEARINGS B

-


PROPOSED NORTH BEARINGSPROPOSED SOUTH BEARINGS SIMILAR

BEVELED LOAD PLATEPLATE

LOAD

BEVELED

STIFFENER

BEARING

JACKING

PROPOSED

SCALE: 1" = 1’-0"

BEVELED SOLE PLATE

1" CHAMFER (TYP.)

PROPOSED SOUTH BEARINGS SIMILAR

SCALE: 1" = 1’-0"

�"SEAL WELD

�"SEAL WELD

�"SEAL WELD


NOTES:

PROPOSED BEARING PROPOSED BEARING

STIFFENER

BEARING

JACKING

PROPOSED

SEE DRAWING NO. S-BR07 FOR PEDESTAL REINFORCEMNT.2.


STIFFENER

BEARING

JACKING

PROPOSED

STIFFENER

BEARING

JACKING

PROPOSED

EXISTING PEDESTAL

PROPOSED PEDESTAL

PROPOSED PEDESTAL

EXISTING PEDESTAL

PROPOSED PIER 34B CAP PLAN

PIER 34B

SPAN 35B

SPAN 34B

{

PIER 34B

SPAN 34BSPAN 35B

SPAN 34B

SPAN 35B

PIER 34B {


�"SEAL WELD

SIDE VIEW

PIER 34B

PROPOSED NORTH BEARING

PIER 34B

TYPICAL PROPOSED BEARING

FRONT VIEW

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

BLOCK:

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- - -

- - - -

- - -

- - -





PIER CAP PLAN

SCALE: �" = 1’-0"

WEST ELEVATION

SPAN 36B

SPAN 36B

CONNECTICUT

COORDINATE GRID

SPAN 35B SPAN 35B SPAN 36B

PIER 35B

SPAN 35B

S-BR40

CONNECTICUT

COORDINATE GRID

PIER NO. 35B

PIER 35

5’-0"

4’-0"

2’-6"

4’-0"

4’-0"

5’-0"

SPAN 35B SPAN 36BSPAN 36B SPAN 35B

SCALE: �" = 1’-0" SCALE: �" = 1’-0"

SCALE: �" = 1’-0" SCALE: �" = 1’-0"

B

-

D

-

C

-

A

-


1’-10"

4" 4"

1’-0"

3"

1’-2�"

3�"

1’-8�"

1’-8"

2’-8"3" 3"

�"

1�"

1" 1"

2�" 4"4"

�"�"

�"

2�"R

1’-4�"

�"4"


SCALE: 1" = 1’-0"


2’-6"

PIER 35B



B

-


-


1’-8�"*


TOWARDS PIER CENTER

PLATE

WELDED

EXISTING

REMOVE

C

-

PLAN DETAIL - SOUTH BEARINGSA

-

PLAN DETAIL - NORTH BEARINGS


3 #6 BARS

REINFORCING BAR

DRILL AND GROUT

�"

REINFORCING BAR

DRILL AND GROUT

3 #6 BARS

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

BLOCK:

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-

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- -

- - -

- - - -

- - -

- - -





S-BR41

PIER NO. 35B

CONNECTICUT

COORDINATE GRID

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

TOP OF PIER

SCALE: �" = 1’-0"

2" (TYP.)

12" (TYP.) FRONT ELEVATION KEEPER

CONNECTICUT

COORDINATE GRID

SCALE: 3" = 1’-0"

DRILL & GROUT

3 #6 REBAR

4 #6 REBAR

4 #6 REBAR

10 #6 REBAR

DRILL & GROUT

3 #6 REBARDRILL & GROUT

3 #6 REBAR

4 #6 REBAR

DRILL & GROUT

3 #6 REBAR

10 #6 REBAR

4 #6 REBAR

E

-

RESTRAINER DETAIL


SCALE: �" = 1’-0"

A

-

B

-

CONNECTICUT

COORDINATE GRID

STEEL KEEPERSOLE PLATE

�"

7�"|

�"


�"

A

-

PLAN DETAIL - NORTH BEARINGS

B

-



SCALE: �" = 1’-0"

12" (TYP.)

TOP OF PIER

2" (TYP.)

SPAN 36B

SPAN 35B

PIER 35B

SPAN 36B KEEPER (BEHIND)


4’-6"

4’-10"

4’-6"

2’-5"

2’-5"

4’-6"

10 #6 REBAR

10 #6 REBAR

1’-6�"

(TYP.)

DRILL HOLE LAYOUT SIMILAR TO DRAWING NO. S-BR37

E

-

E

-

SPANS 6-15 SOUTH GIRDERS -

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

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-

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- - -

- - - -

- - -

- - -





S-BR42

PLAN VIEW

WEST ELEVATION

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

SCALE: �" = 1’-0" SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

83

COORDINATE GRID

AD

CONNECTICUT

83

COORDINATE GRID

AD

CONNECTICUT

83

COORDINATE GRID

AD

CONNECTICUT

SPAN 34

SPAN 34B

SPAN 34 SPAN 34

SPAN 34SPAN 34

SCALE: 1" = 1’-0"

ABUTMENT NO. 5 EXISTING BEARINGS

4�"

2’-2�"

9�"

1’-0"1’-8�"

2’-6"

2’-0"

1’-11�"

1�"

4�"

2’-4"

1’-0"

4"

A

-

PLAN DETAILC

-

PLAN DETAIL

D

-

B

-

A-A

-

A

-

B-B

-

C

-

BEARING REHABILITATIONABUTMENT NO. 5

A-A

- ELEVATION

MAINLINE NORTH GIRDER

B-B

- ELEVATION

MAINLINE SOUTH GIRDER

ABUTMENT NO. 5

{ BEARING{ BEARING

{ BEARING { BEARING

B

-

EXISTING BEARING NORTH GIRDER D

-


2’-6�"*


2’-6�"*2’-6�"*


EXISTING DRIAN OUTLETS

DISCONNECT AND RECONNECT

EXISTING DRIAN OUTLETS

DISCONNECT AND RECONNECT

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

BLOCK:

SIGNATURE/


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SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

83

COORDINATE GRID

AD

CONNECTICUT

83

COORDINATE GRID

AD

CONNECTICUT

SPAN 34

A

-

A-A

-

B-B

-

B

-

PROPOSED ABUTMENT NO. 5 PLAN

SCALE: �" = 1’-0"

BEVELED SOLE PLATE

A

-


B

-


{ BEARING

PLAN VIEW

PROPOSED PEDESTAL REINFORCEMENT

SCALE: 1" = 1’-0"

SCALE: 1" = 1’-0"

FRONT VIEW

REINFORCEMENT

PROPOSED NORTH PEDESTAL

BEVELED SOLE PLATE

1" CHAMFER (TYP.)

SCALE: 1" = 1’-0"

SIDE VIEW

REINFORCEMENT

PROPOSED SOUTH PEDESTAL

1" CHAMFER (TYP.)

BEVELED SOLE PLATE

EXISTING PEDESTAL

EXISTING BACK WALL

SCALE: 1" = 1’-0"

�"SEAL WELD

BEARING STIFFENER

PROPOSED JACKING

SCALE: 1" = 1’-0"

�"SEAL WELD

�"SEAL WELD�"

SEAL WELD

�"SEAL WELD

A-A

-

PROPOSED BEARING


PLATE

LOAD

BEVELED

STEEL SHIM

STAINLESS

83

COORDINATE GRID

AD

CONNECTICUT

EX

TE

ND

PE

DES

TA

L

S-B

D1 F

OR

SIZ

E)

(S

EE

DR

AWIN

G

NO.

EL

AS

TO

ME

RIC

BE

ARIN

G

SCALE: 1" = 1’-0"

ABUTMENT NO. 5 MAINLINE

PROPOSED STEEL KEEPERNOTES:

NOTED.



- -

-

-

-

- -

- - -

- - - -

- - -

- - -





S-BR43


�"SEAL WELD


1’-0"


1’-0"

1’-0"

DRILL AND GROUT REBARDRILL AND GROUT REBAR

1’-0"

PROPOSED STEEL KEEPER

�"

STEEL PLATE

FIELD MEASURED

�"|

�"

C 12x50

C 12x50

�"

�"

�"

VARIES

TOP OF CONCRETE

2" MIN

2�" MIN

PROPOSED PEDESTAL

PLATE 4"x�"

PLATE 4"x�"

�"

�"

8" (TYP.)

8" (TYP.)

5"

ANCHOR BOLT

SIDE VIEW

MAINLINE NORTH

PROPOSED BEARING

SIDE VIEW

MAINLINE SOUTH

PROPOSED BEARING

APPROXIMATE EXISTING GROUND


FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

BLOCK:

SIGNATURE/


CONNECTICU

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SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

83

COORDINATE GRID

AD

CONNECTICUT

83

COORDINATE GRID

AD

CONNECTICUT

SPAN 34B

A

-

A-A

-

B

-

PROPOSED ABUTMENT NO. 5 PLAN

SCALE: �" = 1’-0"

A

-


B

-


{ BEARING

PLAN VIEW

PROPOSED PEDESTAL REINFORCEMENT

SCALE: 1" = 1’-0"

SCALE: 1" = 1’-0"

FRONT VIEW

REINFORCEMENT

PROPOSED NORTH PEDESTAL

SCALE: 1" = 1’-0"

FRONT VIEW

REINFORCEMENT

PROPOSED SOUTH PEDESTAL

1" CHAMFER (TYP.)

BEVELED SOLE PLATE

EXISTING PEDESTAL

EXISTING BACK WALL

PROPOSED PEDESTAL

SCALE: 1" = 1’-0"

�"SEAL WELD

BEARING STIFFENER

PROPOSED JACKING

SCALE: 1" = 1’-0"

�"SEAL WELD

�"SEAL WELD�"

SEAL WELD

�"SEAL WELD

A-A

-

PROPOSED BEARING



SCALE: 1" = 1’-0"

ABUTMENT NO. 5

PROPOSED KEEPER

NOTES:

NOTED.



PROPOSED BEARING

- -

-

-

-

- -

- - -

- - - -

- - -

- - -





S-BR44


BEVELED SOLE PLATE

1" CHAMFER (TYP.)

�"SEAL WELD


1’-0"1’-0"


1’-0"1’-0"

�"

�"

C 12x50

C 12x50

PLATE 4x�"

PLATE 4x�"

�"

BOLTS

VARIES

2�" MIN

2"

TOP OF CONCRETE

�"

FIELD MEASURED

BEVELED PLATE

FIELD MEASURED

PLATE

BEVELED PLATE

* SEE FRAMING PLANS FOR ANGLE

8.5°*

�"

5"

SIDE VIEW

RAMP B SOUTH

PROPOSED BEARING

SIDE VIEW

RAMP B NORTH

PROPOSED BEARING

�"

�"

�"

LOAD PLATE

BEVELED


FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

BLOCK:

SIGNATURE/

...\SB_MSH_0094_0256_BRG-BD1.dgnPlotted Date:

CONNECTICU

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-

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- - -

- - - -

- - -

- - -





ELASTOMERIC BEARING PAD

VARIES

(TYP.)

S-BD1

BEARING DETAILS 1

W

L

H

N.T.S.

ELASTOMERIC PAD DETAIL

VARIES


(TYP.)

BOLT

VARIES

SPACES

3 EQUAL

2" (TYP.)

N.T.S.

BEARING SOLE PLATE DETAIL

{ GIRDER

TOWARDS SPAN CENTER

{ ELASTOMERIC PAD

LOAD PLATE

L/2

SEE NOTE 1

NOTES:

�"SEAL WELD

�"SEAL WELD

LOAD PLATE

�"SEAL WELD

LOAD PLATE

H

�"

2�" (TYP.)

�"

�" (TYP.)

ELASTOMERIC PAD

{ SOLE PLATE AND

1�" �"

1�"

�"

ELASTOMERIC BEARING PAD

N.T.S.

{ LOAD PLATE AND ELASTOMERIC PAD

BEVELED SOLE PLATE

BEVELED SOLE PLATE

LOAD PLATE

PIER BOLTS

THROUGH

�"SEAL WELD

�" EXTERNAL ELASTOMERIC LAYER

�" EXTERNAL ELASTOMERIC LAYER

N= NUMBER OF INTERNAL ELASTOMERIC LAYERS

TOP OF PAD

�" INTERNAL ELASTOMERIC LAYER (TYP.)

1" (TYP.)

TOP VIEW

FRONT VIEW SIDE VIEW

SIDE VIEW

TOP VIEW

FRONT VIEW{ ELASTOMERIC PAD

BEVELED WASHER (8 PLACES)

{ GIRDER AND BEARING

2�"

1" 1"

ELASTOMERIC PAD

ELASTOMERIC PAD

ELASTOMERIC PAD

ELASTOMERIC PAD

JACK

(8 PLACES)

SOLE PLATE

BACK OF BEARING FRONT OF BEARING

EAST END

TYPICAL BEARING HOLE PATTERN

VARIES

VARIES

SOLE PLATE

8" 4�"

6"

4�"{ SOLE PLATE

{ GIRDER

4"*4"*

* EXCEPT AS NOTED

N.T.S.

2"(TYP.){ BOLT

N

TOP VIEW

SIDE VIEW

(TYP.)

RAMP "B" BEARINGS

6" (TYP.) AT ABUT NO. 5

FRONT VIEW

4"* 4"*

N.T.S.

SEE NOTE 2

BEVELED SOLE PLATE

REVIEW BY THE ENGINEER.

CONTRACTOR TO SUBMIT JACKING METHOD FOR 3.

SHOWN EXAGERATED FOR CLARITY.

PROVIDE HORIZONTAL BEARING INSTALLATION. BEVEL

BEVEL SOLE PLATE TO MATCH GIRDER SLOPE TO 2.

HOLE PATTERN - EAST END".

PATTERN, SEE DETAIL THIS SHEET "TYPICAL BEARING

CORRESPONDING PLAN SHEET, FOR EAST END HOLE

BOTTOM FLANGE. FOR WEST END HOLE LAYOUTS, SEE

MATCH EXISTING BEARING HOLE PATTERN IN GRIDER

NEW TAPPED AND DRILLED HOLES IN SOLE PLATE TO

1.

BEVELED WASHER (TYP.)

1" LOAD PLATE1" LOAD PLATE

SEE NOTE 3

JACKING BRACKET


STEEL SHIM PLATE L=0.063" QTY. N+2

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

9/18/2017

BLOCK:

SIGNATURE/

...\SB_MSH_0094_0256_BRG-BD2.dgnPlotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

- -

-

-

-

- -

- - -

- - - -

- - -

- - -





S-BD2

STEEL KEEPER

"TS"

STRUCTURAL STEEL TUBE

VARIES

SO

LE P

LA

TE

WID

TH

SOLE PLATEWELDED STUDS

PLAN VIEW

ELEVATION VIEW

VARIES

2" VARIES

STEEL PLATE

SOLE PLATE

STEEL PLATE

PLAN VIEW

STEEL PLATE FRONT ELEVATION

STEEL PLATE SIDE ELEVATION

VARIES

�" GAP

VARIES VARIES

BEARING DETAILS 2

2"

SCALE: 1�" = 1’-0"

PROPOSED SOLE PLATE

PROPOSED SOLE PLATE

PLATE �"

L 8x8x1

SHIM AS NEEDED

�"

VARIES�"

TYP.

{ ELASTOMERIC PAD

{ SOLE PLATE AND GIRDER

{ SOLE PLATE AND GIRDER

ELASTOMERIC BEARING STEEL KEEPERS

VARIES

�" MIN.

VARIESPLATE 6x6x�

TOP OF EXISTING CONCRETE1"| 1"|

TOP OF PROPOSED PEDESTAL

WELDED STUDS

�"

3"1"

L1

3"1"�"�"

1"

1"

�" �"�"

8"

4"

8"

4"

L2

�"

�"

SCALE: 3" = 1’-0" SCALE: 3" = 1’-0"


L2

�"

index of drawings - ct.gov-connecticut's official …_9-18-17.pdf · 2017-09-22 · number...

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