WATERBURYCONNECTICUTHNTB Corporation

Fax (860) 257-7394

Tel (860) 257-7377

Rocky Hill, CT 06067

Engineers Architects Planners

55 Capital Boulevard, 4th Floor

REHABILITATION OF BRIDGES03190 A/B/C/D/E/F & 03191 D/E

0151-0326

BRIDGE 03190C

DESIGNER/DRAFTER:

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

9/5/2017

BLOCK:

SIGNATURE/

...\03_03 Br_03190C Index Plan Sht.dgnPlotted Date:

CONNECTICU

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CIN-001

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MPT-001

PVM-001

CIN-001

NUMBER

DRAWING

NUMBER

DRAWINGDRAWING TITLE DRAWING TITLE

INDEX OF DRAWINGS

NB EXIT 31 OFF RAMP CLOSURE PLAN AND DETOUR

PAVEMENT MARKING & SIGNING PLAN

INDEX SHEET

INDEX SHEET

03.03 CIVIL BRIDGE 03190C

ROCKY HILL CT. 0606755 CAPITAL BOULEVARD 4TH FLOORENGINEERS ARCHITECTS PLANNERSHNTB CORPORATION

DESIGNED BY:

B. BENNETT

03.03.01

HNTB Corporation

Fax (860) 257-7394

Tel (860) 257-7377

Engineers Architects Planners

55 Capital Boulevard, 4th FloorRocky Hill CT 06067

BR 03190A

{ PIER 19 { PIER 1 { PIER 2 { PIER 3 { PIER 4

EDGE OF TRAVELWAY

END BR 03190C

EDGE OF TRAVELWAY

BEGIN OF BRIDGE 03190C

N 54°31' 48" W

169+

23.1

9

PT

172+

69.9

9

PC

C

173+

39.9

9

PC

C

173+

86.9

9

PC

C

EDGE LINE

4" YELLOW PAVEMENT

EDGE LINE

4" WHITE PAVEMENT

TR811 CURVE-1

TR811 CURVE-2

TR811 CURVE-3

TR811 CURVE-4

TR811 CURVE-5

TR811 CURVE-6

TR811 CURVE-7

TR811 CURVE-8

172+

04.8

7

PC

{ PIER 8

{ PIER 7

{ PIER 9

BR 03191A

{ PIER 3

{ PIER 6

PROJECT #151-312

DRAWING NO. PVM-002,

SEE SUBSET 03.09

STATION 178+14

INTERSTATE 84 EB, BRIDGE 03191A

MATCH EXISTING PAVEMENT MARKINGS ON

1

-

-

41-4251R

2

#41-4055

REMOVE SIGN

41-4251R

-

3

#41-4224

REMOVE SIGN

-

41-4251R

4

-

41-4251R

5

-

41-4251R

6

-

7

41-4251R

8

41-4459R

41-4251R

STA 177+87.3, 16.0' RT

STATION 178+04

CHANNELIZING LINE

BEGIN 8" WHITE

PAVEMENT EDGE LINE

END 4" YELLOW

DRAWING NO. PVM-002

SEE SUBSET 03.01

STATION 169+35.6

ON ROUTE 8 NB, BRIDGE 03190A

MATCH EXISTING PAVEMENT MARKINGS

169+

23.1

9

PT

169+00 170+00 171+00 172+00173+00

174+00

175+00

PCC

175+

37.96

Ah

PCC

175+

39.49Bk

172+

69.9

9

PC

C

173+

39.9

9

PC

C

173+

86.9

9

PC

C

176+

00

177+

00

178+00

178+14.42

PCC

178+46.18

PCC

179+12.6

8

PT

172+

04.8

7

PC

177+16.81

PCC

179+00

168+

67.2

1

PC

169+00

12'

2'

9'-10"

12'

2'

9'-10"

11"

WATERBURYCONNECTICUTHNTB Corporation

Fax (860) 257-7394

Tel (860) 257-7377

Rocky Hill, CT 06067

Engineers Architects Planners

55 Capital Boulevard, 4th Floor

REHABILITATION OF BRIDGES03190 A/B/C/D/E/F & 03191 D/E

0151-0326

BRIDGE 03190C

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: TOWN:

DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

SCALE 1"=40'

40 800

SCALE IN FEETOF 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

9/5/2017

BLOCK:

SIGNATURE/

...\03_03 Br_03190C Pavement Marking Plan Sheet .dgn

Border Version: 11/14/08

Plotted Date:

CONNECTICU

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- - -

- -

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-

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PC

PI

PCC

EXISTING

PI

PCC

EXISTING

PCC

PC

PIPI

PCC

PI

PCC

EXISTING

PI

PCC

EXISTING

PCC

PC

PI

EXISTING

PI

PCC

PC

PI

EXISTING

PI

PCC PC

PI

EXISTING

PI

PCC

PT

EXISTING

R=1000'

TR811 CURVE-1

TR811 CURVE-2

TR811 CURVE-3

TR811 CURVE-6

TR811 CURVE-7

TR811 CURVE-8

T=32.57'

=3°43' 25.1" D=5°43' 46.5"

=6°10' 13.1" D=8°43' 53.0"

R=650' T=35.03' L=70'

=8°17' 09.0" D=17°37' 46.1"

R=325' T=23.54' L=47'

=37°19' 00.8" D=24°28' 15.2"

R=234.14' T=79.06' L=152.50'

=50°43' 49.3" D=28°21' 51.3"

R=202' T=95.77' L=178.85'

=19°49' 59.4" D=20°19' 03.5"

R=282' T=49.3' L=97.61'

=3°21' 27.1" D=10°34' 27.1"

R=542' T=15.88' L=31.76'

=12°04' 05.7" D=18°08' 48"

R=315.74' T=33.37' L=66.50'

STATION 172+05.00

STATION 173+39.99

STATION 172+69.99

PCC

PCC

PCC

PCC

E 918241.52N 761399.98

STATION 172+69.99

STATION 173+39.99

STATION 173+86.99

STATION 173+86.99

STATION 175+39.49

STATION 175+37.96

STATION 177+16.81

STATION 177+16.81

STATION 178+14.42

N 761439.62 E 918189.87

N 761486.85 E 918138.25

N 761522.65

E 918061.19

E 918107.86

N 761665.52 E 918062.76

N 761665.52 E 918062.76

N 761820.39 E 918139.90

N 761866.31 E 918225.58

STATION 172+37.45

STATION 173+04.91

STATION 173+63.51

STATION 174+63.24

STATION 176+18.98E 918215.05

N 761461.80 E 918162.84

N 761503.66 E 918121.75

N 761586.47

N 761418.96 N 761761.26 E 918064.67

E 918178.77STATION 177+65.6

STATION 178+14.42

STATION 178+30.34

STATION 178+46.19

STATION 17846.19

STATION 178+79.45

STATION 179+12.68

N 761871.30 E 918240.66

N 761875.39 E 918256.01

N 761834.00 E 918288.26

N 761885.67 E 918321.59

D. SCHWEITZER

STATION OFFSET SIGN NUMBER

41-4251R

172+85

173+65

174+45

175+25

176+05

176+85

177+65 41-4459R

SIGN TABLE

172+05 3', LT

3', LT

3', LT

3', LT

3', LT

3', LT

3', LT

3', LT

NOTE: ALL SIGNS ARE PARAPET MOUNTED

SQ FT

12.0

TR811 - ROUTE 8 NORTHBOUND TO I-84 EAST

TR811 CURVE-4

TR811 CURVE-5

PAVEMENT MARKINGS

END STATIONBEGIN STATION OFFSET OFFSET

178+04

178+14

178+14

178+14

TYPE

4" YELLOW PAVEMENT EDGE LINE

4" WHITE PAVEMENT EDGE LINE

8" WHITE CHANNELIZING LINE

LENGTH

10'

N. ECOCK

PVM-001

PAVEMENT MARKING &SIGNING PLAN

N 761522.65 E 918107.86

N 761486.85 E 918138.25

N 761439.62 E 918189.87

N 761875.39 E 918256.01

N 761866.31 E 918225.58

N 761820.39 E 918139.90

N 761850.83

L=64.99'

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID

1

2

3

4

5

6

7

8

MARKINGS OF THE SIZE AND COLOR LISTED.

PAVEMENT MARKINGS TO BE PAID FOR UNDER THE ITEMS - (WIDTH)(COLOR) EPOXY RESIN PAVEMENT

1.

2.

PAVEMENT MARKING NOTES:

ALL FINAL PAVEMENT MARKINGS TO BE EPOXY.

PAVEMENT MARKINGS TO BE INSTALLED IN ACCORDANCE WITH TRAFFIC

STANDARD SHEETS EXCEPT AS OTHERWISE DIMENSIONED OR SHOWN ON

PLANS.

16

A RIGHT ANGLE TO APPROACHING TRAFFIC.

MOUNTED SIGNS.

1.

2.

3.

SIGNS TO BE INSTALLED IN LINE WITH AND AT APPROXIMATELY 5.

6.

7.

THE ENGINEER.

UNLESS OTHERWISE NOTED ON PLANS OR OTHERWISE DIRECTED BY

UNLESS OTHERWISE NOTED ON THE PLANS OR OTHERWISE DIRECTED

BY THE ENGINEER.

EXACT SIGN LOCATIONS TO BE DETERMINED BY THE ENGINEER.

ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS TO BE REMOVED

ALL EXISTING SIGNS OUTSIDE THE PROJECT LIMITS TO REMAIN

SIGNING NOTES:

SEE SUBSET 04.03, FOR INFORMATION AND DETAILS ON PARAPET

FOR ELECTRICAL INFORMATION ON ILLUMINATION OR FLASHERS,

SEE SUBSET 05.03 ILLUMINATION - BRIDGE 03190C

169+35.6

169+35.6

868.4'

878.4'13.1', RT 13.1', RT

1.1', RT1.1', RT

1.1', RT 1.1', RT

41-4251R 12.0

41-4251R 12.0

41-4251R 12.0

41-4251R 12.0

41-4251R 12.0

41-4251R 12.0

03.03.02

HNTB Corporation

Fax (860) 257-7394

Tel (860) 257-7377

Engineers Architects Planners

55 Capital Boulevard, 4th FloorRocky Hill CT 06067

DESIGNER/DRAFTER:

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

9/5/2017

BLOCK:

SIGNATURE/

...\03_03 Br_03190C Detour Sht 1.dgnPlotted Date:

CONNECTICU

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- -

- - -

- - - -

- - -

- - -

- - - -

**

CMS

MPT-001

(FOR INFORMATION ONLY)

DETOUR ROUTE DIRECTIONAL ARROW

MESSAGE SIGN

REMOTE CONTROL CHANGEABLE

ILLUMINATED FLASHING ARROW

HIGH MOUNTED INTERNALLY

WARNING LIGHTS-HIGH INTENSITY

SIGN TO HAVE BARRICADE

TRAFFIC DRUM

III

CONSTRUCTION BARRICADE TYPE

DOUBLE POST MOUNTED SIGN

SINGLE POST MOUNTED SIGN

CLOSURE PLAN AND DETOURNB EXIT 31 OFF RAMP

D. SCHWEITZER

RAMP

CLOSED

DO NOT

ENTER

80-9001

OPEN R

AMP

CLOSE

D R

AMP

TO FULLY CLOSE RAMP

QUANTITY OF BARRICADES

INSTALL AN ADEQUATE

TO CLOSE GORE

DRUMS AT 40' SPACING

INSTALL TRAFFIC

AT 40' SPACING

INSTALL TRAFFIC DRUMS

480' TAPER

RO

UTE 8

NO SCALE

ROUTE 8 NB EXIT 31 OFF-RAMP (BRIDGE #03190C)

OFF-RAMP CLOSURE DETAIL FOR

D. LOGAN

31-1121

ACCELERATION LANE

320' PARALLEL

THIS CLOSURE PLAN AND DETOUR IS SHORT TERM, TO BE USED DURING OFF PEAK HOURS

DETOUR NOTESLEGEND

1. CONTRACTOR MAY ONLY CLOSE RAMPS AND IMPLEMENT DETOUR DURING

ALLOWABLE TIME PERIODS AS SPECIFIED IN PROSECUTION & PROGRESS AND

MAINTENANCE & PROTECTION OF TRAFFIC SPECIAL PROVISIONS.

2. ALL CONFLICTING SIGNS SHALL BE COVERED OR REMOVED WHEN THE DETOUR IS

IN EFFECT. REMOVAL OF EXISTING SIGNS IS PAYABLE UNDER ITEM 0971001A.

3. DETOUR SIGNS ARE ONLY TO BE POSTED WHEN DETOUR IS IN USE. ALL DETOUR

SIGNS SHALL BE COVERED OR REMOVED WHEN DETOUR IS NOT IN USE.

4. SIGN LOCATIONS TO BE DETERMINED BY THE ENGINEER. DETOUR SIGNS ARE TO

BE INSTALLED SO THAT THEY DO NOT BLOCK OR ARE NOT BLOCKED BY EXISTING

SIGNS.

5. ALL DETOUR SIGNS ARE PAYABLE UNDER ITEM 1220027.

7. NOTIFY EMERGENCY SERVICES OF AFFECTED TOWNS/CITIES AT LEAST FOUR WEEKS PRIOR TO EACH RAMP CLOSURE.

8. ALL ROAD WORK AHEAD, FINES DOUBLED, END ROAD WORK, AND ANY OTHER SIGN ASSOCIATED WITH THE LARGER WORK ZONE TO REMAIN DURING AND AFTER DETOUR.

9. INSTALL ITEM NO. 0976002 - BARRICADE WARNING LIGHTS - HIGH INTENSITY ON ALL

PROTECTION OF TRAFFIC CLOSURES.

PRIOR TO EACH RAMP CLOSURE.6. CONTACT CONNDOT HIGHWAY OPERATIONS AT 860-594-2604 AT LEAST FOUR WEEKS

THE FIRST FIVE (5) DRUMS OF EVERY SEQUENCE OF DRUMS FOR ALL MAINTENANCE AND DIAMOND - SHAPED CONSTRUCTION SIGNS IN THE ADVANCED SIGNING AREAS AND ON

31

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PONHAM

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ON

ST.ST.

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HIG

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PKWY.

845

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BOW

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CHASE

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CH

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AY

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PA

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8484

8484

8

A

80-9710DETOUR

80-9710DETOUR

B

80-9710DETOUR

C

80-9710DETOUR

D

80-9710DETOUR

E

80-9710DETOUR

F

NO SCALE

CMS SIGN DISPLAYSCHANGEABLE MESSAGE

PANEL 2PANEL 1PANEL 1 PANEL 2

APPROVED BY ENGINEERRAMP AT A LOCATIONCLOSURE. INSTALL ON PRIOR TO RAMPMESSAGE 7 DAYS

PANEL 1 PANEL 2

CMS 2

EXIT 17USE

CLOSEDTO BE

EXIT 31

8

RAMP CLOSED

A

#03190C

BRIDGE

ROUTE 8 NB EXIT 31 OFF-RAMP CLOSURE & DETOUR (BRIDGE #03190C)

CLOSEDOFF RAMP

EXIT 31

EXIT 33USE LEFTDETOUR

THE ENGINEERLOCATION APPROVED BY I-84 WB MAINLINE AT CLOSURE. INSTALL ON MESSAGE DURING RAMP

INTERSTATE

84

EAST 51-6652

51-6662

INTERSTATE

84

EAST 51-6652

51-6662

INTERSTATE

84

EAST 51-6652

51-6662

INTERSTATE

84

EAST 51-6652

51-6662

INTERSTATE

84

EAST 51-6652

51-6662

INTERSTATE

84

EAST 51-6652

51-6662

THE ENGINEERLOCATION APPROVED BY ROUTE 8 NB MAINLINE AT CLOSURE. INSTALL ON MESSAGE DURING RAMP

I-84 EBROUTE

DETOUR

MM/DD-MM/DD** AM

** PM TO

CMS 2

G

G

80-9708END

DETOUR

80-9710DETOUR

H

INTERSTATE

84

EAST 51-6652

51-6662

WATERBURYCONNECTICUTHNTB Corporation

Fax (860) 257-7394

Tel (860) 257-7377

Rocky Hill, CT 06067

Engineers Architects Planners

55 Capital Boulevard, 4th Floor

REHABILITATION OF BRIDGES03190 A/B/C/D/E/F & 03191 D/E

0151-0326

BRIDGE 03190C03.03.03

HNTB Corporation

Fax (860) 257-7394

Tel (860) 257-7377

Engineers Architects Planners

55 Capital Boulevard, 4th FloorRocky Hill CT 06067