03.03 civil bridge 03190c - ct.gov-connecticut's … a/b/c/d/e/f & 03191 d/e 0151-0326...
TRANSCRIPT
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:
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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:
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PC
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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:
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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
32N.B.
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C
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E H
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