05 - m&pt - ct.gov-connecticut's official state website inertial barrier array direction of...
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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
12/23/2013
BLOCK:
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TITLE SHEET
NUMBER
DRAWING
NUMBER
DRAWING
INDEX OF DRAWINGS
DRAWING TITLE DRAWING TITLE
NORTH HAVEN, CT 06473
116 WASHINGTON AVENUE
VN ENGINEERS
05 - M&PT
MAINTENANCE AND PROTECTION OF TRAFFICMPT-02
MPT-01
M&PT
REHABILITATION OF BRIDGE
AMTRAK & FERRY STREET
NEW HAVEN
MAINTENANCE AND PROTECTION OF TRAFFICMPT-03
MAINTENANCE AND PROTECTION OF TRAFFICMPT-04
MAINTENANCE AND PROTECTION OF TRAFFICMPT-05
MAINTENANCE AND PROTECTION OF TRAFFICMPT-06
MAINTENANCE AND PROTECTION OF TRAFFICMPT-07
MAINTENANCE AND PROTECTION OF TRAFFICMPT-08
FERRY STREET SIDEWALK CLOSURE DETAILSMPT-13
ADVANCED WARNING SIGN LOCATION PLANMPT-10
ADVANCED WARNING SIGN LOCATION PLANMPT-11
STATE STREET SIDEWALK CLOSURE DETAILSMPT-12
MAINTENANCE AND PROTECTION OF TRAFFICMPT-09
MPT TITLE SHEETMPT-01
I-91 NB & SB OVER US 5,
092-0612
05.01
SAND INERTIAL BARRIER ARRAY
DIRECTION OF TRAFFIC
2100 LB
2100 LB1400 LB
1400 LB1400 LB
1400 LB700 LB
700 LB
700 LB400 LB200 LB200 LB
N.T.S.
TYPE DE-9 DELINEATOR
40’ SPACING FOR 960’
INSTALL 25 TRAFFIC DRUMS AT
- 4" YELLOW (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - JLB
MWD
MAINTENANCE ANDPROTECTION OF TRAFFIC
MPT-02
NOTES:
LEGEND:
TEMPORARY PRECAST BARRIER CURB
IMPACT ATTENUATOR (DESIGNED FOR 65 MPH)
WORK AREA
TRAVEL LANE
TRAFFIC DRUM
REHABILATATION OF BRIDGE
AMTRAK & FERRY STREET
NEW HAVEN
PAVEMENT MARKINGS TO REMAIN
EXISTING WHITE 10-30 SKIP
I-91 OFF RAMP
FERRY STREET
MID
DLETOW
N AVE
T.P.C.B. AT 1:11.6 TAPER
STA. 67+01
MATCH TO EXISTING
LIMIT OF TEMP PAVEMENT MARKINGS
T.P.C.B. AT 1:10 TAPER
12’
12’
12’
12’
12’
9’ (typ) 3’(typ)
I-91 NB
40’ SPACING FOR 120’
INSTALL 4 TRAFFIC DRUMS AT
40’ SPACING FOR 120’
INSTALL 4 TRAFFIC DRUMS AT
I-91 SB
STA 66+00
MATCH TO EXISTING
LIMIT OF TEMP PAVEMENT MARKINGS
US RO
UTE 5 (
STA
TE S
TREE
T)
SEE SEPARATE ADVANCED WARNING SIGN LAYOUT FOR SIGNAGE.5.
ITEM #9701001 - MAINTANANCE AND PROTECTION OF TRAFFIC.
FOR LANE CLOSURE DETAILS USE DETAILS LOCATED IN4.
ENGINEER IN THE FIELD.
EXACT LOCATIONS OF SIGNS TO BE VERIFIED BY THE3.
ALL CONFLICTING PAVEMENT MARKINGS SHALL BE COVERED.2.
REQUIREMENTS
PROTECTION OF TRAFFIC FOR CONSTRUCTION STAGING
PROGRESS AND ITEM #971001 - MAINTENANCE AND
SEE SPECIAL PROVISION SECTION 1.08 - PROSECTUTION1.
ADVANCE WARNING AREA.
MOUNTED DIAMOND SHAPED CONSTRUCTION SIGNS IN THE
INSTALL A BARRICADE WARNING LIGHT ON ALL POST7.
DE-7 DELINEATORS.
TEMPORARY PRECAST BARRIER CURB REQUIRES 6.
MA
TC
H
LI
NE - I91
SB
ST
A. 7
6+
00
1’
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 ISSHEETS IS BASED ON LIMITED QUANTITIES OF WORK, SHOWN ON THESE THE INFORMATION, INCLUDING ESTIMATED
12/23/2013
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100’ - 3’ LANE SHIFT
65’
65’
120’ - 3’ LANE SHIFT
I-91 NB & SB OVER US 5,
092-0612
- 4" YELLOW
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 6" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 4" WHITE
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 6" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
STA. 69+34
- 8" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
STA. 66+45
- 8" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 6" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
74+00
73+0072+0071+0070+0069+0068+0067+0066+0065+00
73+0074+00
75+00
72+00
76+00
68+0069+00
70+0071+00
67+00
66+00
I-91 ON RA
MP
FE
RR
Y S
TR
EE
T
WARREN PLA
CE
RAIL
RO
AD
AMTRAK
SB RIGHT SHOULDER CLOSURE
DIRECTION OF TRAFFIC
05.02
40’ SPACING FOR 960’
INSTALL 25 TRAFFIC DRUMS AT
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - JLB
MWD
MAINTENANCE ANDPROTECTION OF TRAFFIC
MPT-03
NOTES:
LEGEND:
TEMPORARY PRECAST BARRIER CURB
IMPACT ATTENUATOR (DESIGNED FOR 65 MPH)
WORK AREA
TRAVEL LANE
TRAFFIC DRUM
REHABILATATION OF BRIDGE
AMTRAK & FERRY STREET
NEW HAVEN
PAVEMENT MARKINGS TO REMAIN
EXISTING WHITE 10-30 SKIP
I-91 OFF R
AMP
I-91
NB
I-91
SB
40’ SPACING FOR 80’
INSTALL 2 TRAFFIC DRUMS AT
SEE MPT-02 FOR NOTES1.
MA
TC
H
LI
NE - I91
SB
ST
A. 7
6+
00
1’
12’
12’
12’
12’
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 ISSHEETS IS BASED ON LIMITED QUANTITIES OF WORK, SHOWN ON THESE THE INFORMATION, INCLUDING ESTIMATED
12/23/2013
BLOCK:
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CONNECTICU
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LIMIT OF TEMP PAVEMENT MARKINGS
STA. 82+29
65’
100’ - 3’ LA
NE SHI
FT
I-91 NB & SB OVER US 5,
092-0612
- 4" YELLOW (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 6" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 4" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
81+03
.65
81+00
80+00
79+00
78+00
77+00
76+00
75+00
76+00
77+00
78+00
79+00
80+00
81+00
81+94
I-91
ON RAMP
SB RIGHT SHOULDER CLOSURE
05.03
40’ SPACING FOR 1120’
INSTALL 29 TRAFFIC DRUMS AT
- 8" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - JLB
MWD
MAINTENANCE ANDPROTECTION OF TRAFFIC
MPT-04
LEGEND:
TEMPORARY PRECAST BARRIER CURB
IMPACT ATTENUATOR (DESIGNED FOR 65 MPH)
WORK AREA
TRAVEL LANE
9’ (typ) 3’(typ)
TRAFFIC DRUM
REHABILATATION OF BRIDGE
AMTRAK & FERRY STREET
NEW HAVEN
PAVEMENT MARKINGS TO REMAIN
EXISTING WHITE 10-30 SKIP
I-91 OFF RAMP
FERRY STREET
MID
DLETOW
N AVE
STA. 63+15
MATCH TO EXISTING
LIMIT OF TEMP PAVEMENT MARKINGS
12’
12’
12’
12’
12’
I-91 NB
40’ SPACING FOR 240’
INSTALL 7 TRAFFIC DRUMS AT
I-91 SB
STA 66+37
MATCH TO EXISTING
LIMIT OF TEMP PAVEMENT MARKINGS
152’
NOTES:
SEE MPT-02 FOR NOTES1.
US RO
UTE 5 (
STA
TE S
TREE
T)
T.P.C.B. AT 1:10 TAPER
MA
TC
H
LI
NE - I91
SB
ST
A. 7
5+
00
1’
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 ISSHEETS IS BASED ON LIMITED QUANTITIES OF WORK, SHOWN ON THESE THE INFORMATION, INCLUDING ESTIMATED
12/23/2013
BLOCK:
SIGNATURE/
...\TR_MSH_MPT-04_092_162.dgn
Border Version: 11/14/08
Plotted Date:
CONNECTICU
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I-91 ON RA
MP
WARREN PLA
CE
RAIL
RO
AD
AMTRAK
STA.69+12
233’ - 7’ LANE SHIFT
I-91 NB & SB OVER US 5,
092-0612
- 4" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 6" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC- 6" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 4" YELLOW (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
STA. 66+45
- 8" WHITE
PAVEMENT MARKING TAPE
START TEMPORARY PLASTIC
- 4" WHITE
PAVEMENT MARKING TAPE
END TEMPORARY PLASTIC
- 4" WHITE
PAVEMENT MARKING TAPE
END TEMPORARY PLASTIC
73+0072+0071+0070+0069+0068+0067+0066+0065+00
64+00
63+00
62+00
73+0074+00
75+00
72+00
68+0069+00
70+0071+00
67+00
66+0065+00
64+00
63+00
FE
RR
Y S
TR
EE
T
SB LEFT SHOULDER CLOSURE
05.04
SAND INERTIAL BARRIER ARRAY
DIRECTION OF TRAFFIC
2100 LB
2100 LB1400 LB
1400 LB1400 LB
1400 LB700 LB
700 LB
700 LB400 LB200 LB200 LB
N.T.S.
TYPE DE-9 DELINEATOR
40’ SPACING FOR 960’
INSTALL 25 TRAFFIC DRUMS AT
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - JLB
MWD
MAINTENANCE ANDPROTECTION OF TRAFFIC
MPT-05
NOTES:
LEGEND:
TEMPORARY PRECAST BARRIER CURB
IMPACT ATTENUATOR (DESIGNED FOR 65 MPH)
WORK AREA
TRAVEL LANE
TRAFFIC DRUM
REHABILATATION OF BRIDGE
AMTRAK & FERRY STREET
NEW HAVEN
PAVEMENT MARKINGS TO REMAIN
EXISTING WHITE 10-30 SKIP
I-91 OFF R
AMP
I-91
NB
I-91
SB
12’
12’
12’
12’
SEE MPT-02 FOR NOTES1.
T.P.C.B. AT 1:10 TAPER
MA
TC
H
LI
NE - I91
SB
ST
A. 7
5+
00
3’
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 ISSHEETS IS BASED ON LIMITED QUANTITIES OF WORK, SHOWN ON THESE THE INFORMATION, INCLUDING ESTIMATED
12/23/2013
BLOCK:
SIGNATURE/
...\TR_MSH_MPT-05_092_162.dgn
Border Version: 11/14/08
Plotted Date:
CONNECTICU
T
DE
PA
RT
ME
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O F TRANS
PO
RT
ATI
ON
MATCH TO EXISTING
LIMIT OF TEMP PAVEMENT MARKINGS
STA. 81+85
STA. 76+63
150’
230’ -
7’ LANE S
HIFT
I-91 NB & SB OVER US 5,
092-0612
- 4" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 6" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 4" YELLOW (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
81+03
.65
81+00
80+00
79+00
78+00
77+00
76+00
75+00
74+00
75+0076+00
77+00
78+00
79+00
80+00
81+00
81+94
I-91
ON RAMP
SB LEFT SHOULDER CLOSURE
DIRECTION OF TRAFFIC
05.05
SAND INERTIAL BARRIER ARRAY
DIRECTION OF TRAFFIC
2100 LB
2100 LB1400 LB
1400 LB1400 LB
1400 LB700 LB
700 LB
700 LB400 LB200 LB200 LB
N.T.S.
TYPE DE-9 DELINEATOR
- 4" YELLOW (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 8" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - JLB
MWD
MAINTENANCE ANDPROTECTION OF TRAFFIC
MPT-06
LEGEND:
TEMPORARY PRECAST BARRIER CURB
IMPACT ATTENUATOR (DESIGNED FOR 65 MPH)
WORK AREA
TRAVEL LANE
9’ (typ)
3’(typ)
TRAFFIC DRUM
REHABILATATION OF BRIDGE
AMTRAK & FERRY STREET
NEW HAVEN
PAVEMENT MARKINGS TO REMAIN
EXISTING WHITE 10-30 SKIP
STA. 57+96
MATCH TO EXISTING
LIMIT OF TEMP PAVEMENT MARKINGS
T.P.C.B. AT 1:10 TAPER
12’
12’
12’
12’
12’
I-91
NB
I-91 SB
STA 53+15
MATCH TO EXISTING
LIMIT OF TEMP PAVEMENT MARKINGS
NOTES:
SEE MPT-02 FOR NOTES1.
I-91
ON RAMP
BLATCHLEY AVEN
UE
US RO
UTE 5 (S
TATE S
TREE
T)
40’ SPACING FOR 1160’
INSTALL 30 TRAFFIC DRUMS AT
MA
TC
H
LI
NE - I91
NB
ST
A. 6
5+
501’
I-91 O
N RAM
P
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 ISSHEETS IS BASED ON LIMITED QUANTITIES OF WORK, SHOWN ON THESE THE INFORMATION, INCLUDING ESTIMATED
12/23/2013
BLOCK:
SIGNATURE/
...\TR_MSH_MPT-06_092_162.dgn
Border Version: 11/14/08
Plotted Date:
CONNECTICU
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ATI
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230’ -
7’ LA
NE SHI
FT
150’
STA. 60+32
STA. 56+96
I-91 NB & SB OVER US 5,
092-0612
- 4" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 4" YELLOW (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 6" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 6" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
58+00
65+0064+00
63+00
62+00
61+00
60+00
59+00
57+00
56+00
55+00
54+00
53+00
66+0065+00
64+00
63+00
62+00
61+00
60+00
59+00
58+00
57+00
56+00
55+00
NB LEFT SHOULDER CLOSURE
DIRECTION OF TRAFFIC
05.06
STA. 80+85
MATCH TO EXISTING
LIMIT OF TEMP PAVEMENT MARKINGS
40’ SPACING FOR 680’
INSTALL 17 TRAFFIC DRUMS AT
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - JLB
MWD
MAINTENANCE ANDPROTECTION OF TRAFFIC
MPT-07
NOTES:
LEGEND:
TEMPORARY PRECAST BARRIER CURB
IMPACT ATTENUATOR (DESIGNED FOR 65 MPH)
WORK AREA
TRAVEL LANE
TRAFFIC DRUM
REHABILATATION OF BRIDGE
AMTRAK & FERRY STREET
NEW HAVEN
PAVEMENT MARKINGS TO REMAIN
EXISTING WHITE 10-30 SKIP
I-91 OFF RAMP
I-91 N
B
I-91 SB
12’
12’
12’
12’
SEE MPT-02 FOR NOTES1.
FERRY STREET M
IDDLE
TOWN
AVE
US RO
UTE 5 (
STA
TE S
TREE
T)
MA
TC
H
LI
NE - I91
NB
ST
A. 6
5+
50
2’
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 ISSHEETS IS BASED ON LIMITED QUANTITIES OF WORK, SHOWN ON THESE THE INFORMATION, INCLUDING ESTIMATED
12/23/2013
BLOCK:
SIGNATURE/
...\TR_MSH_MPT-07_092_162.dgn
Border Version: 11/14/08
Plotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
STA. 75+12
RAIL
RO
AD
AM
TR
AK
I-91 NB & SB OVER US 5,
092-0612
- 4" YELLOW (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 4" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 6" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
MA
TC
H
LI
NE - I91
NB
ST
A. 7
6+
50
MA
TC
H
LI
NE - I91
NB
ST
A. 7
6+
50
154’232’ - 7’ LANE SHIFT
- 4" YELLOW (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 4" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- 6" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
81+03.6581+0080+0079+0078+0077+00
78+00
79+0080+00 81+00 81+94
76+00
75+00
74+00
73+0072+0071+0070+0069+0068+0067+0066+00
73+0074+00
75+00
72+00
76+00
77+00
68+0069+00
70+0071+00
67+00
FE
RR
Y S
TR
EE
T
NB LEFT SHOULDER CLOSURE
NB LEFT SHOULDER CLOSURE
05.07
SAND INERTIAL BARRIER ARRAY
DIRECTION OF TRAFFIC
2100 LB
2100 LB1400 LB
1400 LB1400 LB
1400 LB700 LB
700 LB
700 LB400 LB200 LB200 LB
N.T.S.
TYPE DE-9 DELINEATOR
STA. 58+42
MATCH TO EXISTING
LIMIT OF TEMP PAVEMENT MARKINGS
- 8" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
END STA. 58+90
- 4" YELLOW (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - JLB
MWD
MAINTENANCE ANDPROTECTION OF TRAFFIC
MPT-08
LEGEND:
TEMPORARY PRECAST BARRIER CURB
IMPACT ATTENUATOR (DESIGNED FOR 65 MPH)
WORK AREA
TRAVEL LANE
9’ (typ)
3’(typ)
TRAFFIC DRUM
REHABILATATION OF BRIDGE
AMTRAK & FERRY STREET
NEW HAVEN
PAVEMENT MARKINGS TO REMAIN
EXISTING WHITE 10-30 SKIP
T.P.C.B. AT 1:10 TAPER
I-91
NB
I-91 SB
NOTES:
SEE MPT-02 FOR NOTES1.
I-91
ON RAMP
BLATCHLEY AVEN
UE
US RO
UTE 5 (S
TATE S
TREE
T)
40’ SPACING FOR 560’
INSTALL 15 TRAFFIC DRUMS AT
MA
TC
H
LI
NE - I91
NB
ST
A. 6
5+
50
1’
VARIES
12’
12’
12’
I-91 O
N RAM
P
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 ISSHEETS IS BASED ON LIMITED QUANTITIES OF WORK, SHOWN ON THESE THE INFORMATION, INCLUDING ESTIMATED
12/23/2013
BLOCK:
SIGNATURE/
...\TR_MSH_MPT-08_092_162.dgn
Border Version: 11/14/08
Plotted Date:
CONNECTICU
T
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O F TRANS
PO
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ATI
ON
STA. 60+31
I-91 NB & SB OVER US 5,
092-0612
- 6" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
58+00
65+0064+00
63+00
62+00
61+00
60+00
59+00
57+00
56+00
55+00
54+00
53+00
66+0065+00
64+00
63+00
62+00
61+00
60+00
59+00
58+00
57+00
56+00
55+00
NB RIGHT SHOULDER CLOSURE
DIRECTION OF TRAFFIC
05.08
40’ SPACING FOR 120’
INSTALL 4 TRAFFIC DRUMS AT
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - JLB
MWD
MAINTENANCE ANDPROTECTION OF TRAFFIC
MPT-09
NOTES:
LEGEND:
TEMPORARY PRECAST BARRIER CURB
IMPACT ATTENUATOR (DESIGNED FOR 65 MPH)
WORK AREA
TRAVEL LANE
TRAFFIC DRUM
REHABILATATION OF BRIDGE
AMTRAK & FERRY STREET
NEW HAVEN
PAVEMENT MARKINGS TO REMAIN
EXISTING WHITE 10-30 SKIP
I-91 OFF RAMP
STA. 73+61
MATCH TO EXISTING
LIMIT OF TEMP PAVEMENT MARKINGS
I-91
NB
I-91 S
B
11’
12’
12’
12’
SEE MPT-02 FOR NOTES1.
FERRY STREET M
IDDLE
TOWN
AVE
US RO
UTE 5 (
STA
TE S
TREE
T)
MA
TC
H
LI
NE - I91
NB
ST
A. 6
5+
50
2’
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 ISSHEETS IS BASED ON LIMITED QUANTITIES OF WORK, SHOWN ON THESE THE INFORMATION, INCLUDING ESTIMATED
12/23/2013
BLOCK:
SIGNATURE/
...\TR_MSH_MPT-09_092_162.dgn
Border Version: 11/14/08
Plotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
RAIL
RO
AD
AMTRAK
STA. 67+08
I-91 NB & SB OVER US 5,
092-0612
- 6" WHITE (TYP.)
PAVEMENT MARKING TAPE
TEMPORARY PLASTIC
77+00
76+00
75+00
74+00
73+0072+0071+0070+0069+0068+0067+0066+00
73+0074+00
75+00
72+00
76+00
77+00
78+00
68+0069+00
70+0071+00
67+00
FE
RR
Y S
TR
EE
T
NB RIGHT SHOULDER CLOSURE
05.09
G
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - JLB
MWD
LEGEND:
SIGNING LEGEND:
ADVANCED WARNING SIGN
LOCATION PLAN
POST MOUNTED SIGN
REHABILATATION OF BRIDGE
AMTRAK & FERRY STREET
NEW HAVEN 092-0612
MPT-10
END
ROAD WORK
ROAD
WORK
AHEAD
INSTALL 31-1906 POST MOUNTED
INSTALL 80-9612 POST MOUNTED
B
G
A INSTALL SERIES 16E SIGN
CONSTRUCTIONAHEAD
ROAD USE RESTRICTED
STATE LIABILITY LIMITED
GENERAL STATUTES SEC 13a-115, 13a-145
COMMISSIONER OF TRANSPORTATION
ADVANCED WARNING SIGN LAYOUT - SOUTHBOUND
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 ISSHEETS IS BASED ON LIMITED QUANTITIES OF WORK, SHOWN ON THESE THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
12/23/2013
BLOCK:
SIGNATURE/
...\TR_MSH_MPT-10_092_162.dgn
Border Version: 11/14/08
Plotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
SEE MPT-02 FOR NOTES1.
NOTES:
C
C
G
A
AHEAD
ROAD WORK
DOUBLED
FINES
CLOSED
SHOULDER
C INSTALL 80-9604 POST MOUNTED
D INSTALL 80-995 POST MOUNTED
SCALE = 1"=300’
D
D
B
1500’
1500’
1000’
500’
BRIDGE # 03021
I-91 NB & SB OVER US 5,
DRIV
E
RO
CK
ST.
GRACES
T.
ST.
VIE
W
RID
GE
ST.
WARREN
PL.
CE
DAR
HIL
L
MAY
ST.AVE.
L
DR.
ST.
BANKST.
NO. ST.
ST.
ST.
ST.WILLOW
ST.
ST.
ST.
ST.
#1 STATE
ST.
#2
ST.
LYMAN
ST.
FERRYS
T. MID
DLETOWN
FA
WN
ST.
CLIN
TO
N
FOXST.
DOVER
ST.AT
WA
TE
R
RO
WE
ENGLISH
ST.
ST.
ST.
#2
ST. #1
MA
LT
BY
ST.
BL
AT
CH- LE
Y
ST.
AVE.
DU
MP
RD. DO
STATE
ST.
ST
AT
E
FOXON
80
5
91
8
7
6
RAILRO
AD
RI
V
ER
C
WILCOXPL.
PA
RK P
L.M
EC
HA
NIC
L
BAILEY
6
MID
DLET
OW
N
MIDDLETOWN
AVE.
ST.
DO
WNIN
G
BE
AC
H
VIE
W
LA.
DEL RIO DR.
17
FR
ONT
JOHN -MAILLIW
SO
N
RD.
B
05.10
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - JLB
MWD
LEGEND:
SIGNING LEGEND:
ADVANCED WARNING SIGN
LOCATION PLAN
POST MOUNTED SIGN
REHABILATATION OF BRIDGE
AMTRAK & FERRY STREET
NEW HAVEN 092-0612
MPT-11
END
ROAD WORK
ROAD
WORK
AHEAD
INSTALL 31-1906 POST MOUNTED INSTALL 80-9612 POST MOUNTEDB G
A INSTALL SERIES 16E SIGN
CONSTRUCTIONAHEAD
ROAD USE RESTRICTED
STATE LIABILITY LIMITED
GENERAL STATUTES SEC 13a-115, 13a-145
COMMISSIONER OF TRANSPORTATION
ADVANCED WARNING SIGN LAYOUT - NORTHBOUND
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 ISSHEETS IS BASED ON LIMITED QUANTITIES OF WORK, SHOWN ON THESE THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
12/23/2013
BLOCK:
SIGNATURE/
...\TR_MSH_MPT-11_092_162.dgn
Border Version: 11/14/08
Plotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
SEE MPT-02 FOR NOTES1.
NOTES:
BRIDGE #03021
AHEAD
ROAD WORK
DOUBLED
FINES
CLOSED
SHOULDER
C INSTALL 80-9604 POST MOUNTED
D INSTALL 80-995 POST MOUNTED
SCALE = 1"=300’
C
C
G
C
C
B
D
D
A
BB
C
C
B
B
D
D
B
A
A
1500’
500’
1000’
1000’
500’500’
500’
I-91 NB & SB OVER US 5,
91E
E
INSTALL 80-9612 POST MOUNTEDEROAD
NARROWS
ST.
OR
AN
GE
PEARL
WARREN
PL.
CE
DAR
MAY
ST.AVE.
ST.
ST.
EDWARDS
EAGLE
ST.
ST.
ST.
ST.
FOSTER
NIC
OLL
NAS
H #1 STATE
ST.
#2
ST.
HINES
PL
ST.
ST.
ST.
ST.
ST.
ST.
CLARK
ST.
ELD
#1
BO
RN
OS-
FERRYS
T. MID
DLETOWN
FOXST.
DOVER RO
WE
ENGLISH
PECK
ST. #1
PINEST.
#1
GRAFTON
ST.LIMERICK
CHATHAM
FE
RR
Y
LOMBARD
FIL
LM
OR
E
PO
PL
AR
BL
AT
CH- LE
Y
PEC
K MO
NR
OE
MAIN
LOMBARD
JA
MES
ALTONALTON
ST.ST.
ST.
ST.
#1
ST.ST.
PINE
AV
E.
CLAY
ST. #2
ST.
ST.
RIV
ER
#1
HUMPHREY
WALNUT ST.
MIL
L
MURPHY DR.JOHN W.
JO
HN
W.
MU
RP
H
MARKET
CASTLE
CLAYST. #1
HA
VE
N
ST.
FR
AN
KLIN
HA
MIL
TO
N
ST.
STATE 5
6
5
4
3
3
RAIL
RO
AD
Rive
r
BEECHST.
ME
CH
ANIC
LIVIN
G- ST
ON
PLE
A- S
ANT
ST.
6
ST.
05.11
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - JLB
MWDMPT-12
(NOT TO SCALE)
LEGEND:
TYPE III BARRICADE WITH SIGN
PEDESTRIAN DETOUR ROUTE
TRAVEL DIRECTION
REHABILATATION OF BRIDGE
AMTRAK & FERRY STREET
NEW HAVEN 092-0612
(NOT TO SCALE)
STATE STREET SIDEWALKCLOSURE DETAILS
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 ISSHEETS IS BASED ON LIMITED QUANTITIES OF WORK, SHOWN ON THESE THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
12/23/2013
BLOCK:
SIGNATURE/
...\TR_MSH_MPT-12_092_162.dgn
Border Version: 11/14/08
Plotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
I-91 NB & SB OVER US 5,
80-9075L
3
SIDEWALK CLOSED
CROSS HERE
I-91 OFF R
AMP
CONC. WALK
80-9075R
80-9075L
WEST SIDEWALK CLOSURE
I-91 NB
CONC. WALK
I-91 SB
I-91 NB
CONC. WALK
CONC. WALKI-9
1 OFF R
AMP
I-91 SB
EAST SIDEWALK CLOSURE
NOTES:
ITEM #9701001 - MAINTANANCE AND PROTECTION OF TRAFFIC.
FOR LANE CLOSURE DETAILS USE DETAILS LOCATED IN1.
US ROUTE 5 (STATE STREET)
US ROUTE 5 (STATE STREET)
SEE MPT-02 FOR NOTES.2.
1
2
SIDEWALK CLOSED
CROSS HERE
SIDEWALK CLOSED
CROSS HERE
66+00
65+00
64+00
63+00
62+00
68+00
69+00
67+00
66+00
I-91
ON
RA
MP
BLATC
HLE
Y
AVE
NU
E
WIL
LO
W
ST
RE
ET
WIL
LO
W
ST
RE
ET
BLATC
HLE
Y
AVE
NU
E
I-91
ON
RA
MP
80-9075R
4
SIDEWALK CLOSED
CROSS HERE66+
00
65+00
64+00
63+00
62+00
68+00
69+00
67+00
66+00
05.12
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - JLB
MWDMPT-13
LEGEND:
TYPE III BARRICADE WITH SIGN
PEDESTRIAN DETOUR ROUTE
TRAVEL DIRECTION
REHABILATATION OF BRIDGE
AMTRAK & FERRY STREET
NEW HAVEN 092-0612
FERRY STREET SIDEWALKCLOSURE DETAILS
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 ISSHEETS IS BASED ON LIMITED QUANTITIES OF WORK, SHOWN ON THESE THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
12/23/2013
BLOCK:
SIGNATURE/
...\TR_MSH_MPT-13_092_162.dgn
Border Version: 11/14/08
Plotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
I-91 NB & SB OVER US 5,
(NOT TO SCALE)
(NOT TO SCALE)
CONC. WALK
I-91
NB
CONC. WALK
I-91 S
B
FER
RY STREET
MID
DLE
TO
WN
AVE
I-91
NB
I-91 S
B
CONC. WALK
MID
DLE
TO
WN
AVE
CONC. WALK
FER
RY STREET
NOTES:
ITEM #9701001 - MAINTANANCE AND PROTECTION OF TRAFFIC.
FOR LANE CLOSURE DETAILS USE DETAILS LOCATED IN1.
SEE MPT-02 FOR NOTES.2.
80-9075L
2
80-9075R
1
SIDEWALK CLOSED
CROSS HERE SIDEWALK CLOSED
CROSS HERE
73+
00
72+
00
73+
00
74+
00
75+
00
I-91
ON
RA
MP
FERRY
STREET
DO
VE
R
ST
RE
ET
DO
VE
R
ST
RE
ET
I-91
ON
RA
MP
FERRY
STREET
80-9075L
3
80-9075R
1
SIDEWALK CLOSED
CROSS HERE
SIDEWALK CLOSED
CROSS HERE
WEST SIDEWALK CLOSURE
EAST SIDEWALK CLOSURE
73+
00
72+
00
73+
00
74+
00
75+
00
05.13
– For Internal CTDOT Use Only Discipline Subset Submittal Checklist
The following check list shall be checked and attached to each discipline subset *
prior to being digitally signed.
Check Task Section in DPD Manual
1. Attach this checklist to the discipline subset. Section 3.1
2. Complete the following tasks using Bluebeam on
the discipline subset?
a. Apply Page Labels Section 1.6.2
b. Apply Sheet Numbers Section 1.6.2
c. Apply Watermark Section 2.4
d. Flatten Markups Section 2.4
e. Digital Signature Field Section 2.5.1
3. Type name and telephone number below. 4. Consultants using Thin Client Only
Engineer of Record digitally sign the plans.
5. Upload, if not in Projectwise already, the
discipline subset into the 100_Contract_Plans folder in Projectwise and attribute the document
correctly?
Section 3.2.4
a. Discipline = CT
b. Main Category = CON
c. Sub Category = FDP, DCD, DCD2,
ADP, ACD, DCO where applicable d. Label = subset number and name.
Example of highways subset would be 03-Highways.
The label for a subset shall be the
same for both FDP and DCD submittals.
Addendum submittals shall match FDP submittals with the addition of “_A#”.
Change Order Submittals shall match FDP submittals with the addition of “_C#”. e. Description field is filled in with
a description of the subset. f. The applicable bridge no.(s) or signal
intersection(s) were selected that is/are associated with this subset.
6.CTDOT Engineers or Consultants Using Thick Client Forward link to Engineer of Record for Digital Signature
7. Apply the QA/QC stamp after the discipline subset has been digitally signed.
Section 3.1
I have performed and checked that all the tasks above were performed correctly.
Submitted By (Type in Name) Phone Number (Type in Phone Number)
* Discipline subset includes the General subset and all other discipline subsets. The 02Revisions does not needa checklist attached. The standard subsets already have a checklist attached to the index sheets.