NUMBER
DRAWING
NUMBER
DRAWING
INDEX OF DRAWINGS
DRAWING TITLE DRAWING TITLE
NORTH HAVEN, CT 06473
116 WASHINGTON AVENUE
VN ENGINEERS
MAINTENANCE & PROTECTION OF TRAFFIC - STAGE CTR-05
07 - TRAFFIC
TRAFFIC INDEX OF DRAWINGSTR-01
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
10/22/2019
BLOCK:
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Plotted Date:
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MGK
TR-01RSG
TRAFFICINDEX OF DRAWINGS
MAINTENANCE & PROTECTION OF TRAFFIC - STAGE BTR-04
NIANTIC RIVER BRIDGE DETOUR PLANTR-06
MPT GENERAL NOTES AND DETAILSTR-02
MAINTENANCE & PROTECTION OF TRAFFIC - STAGE ATR-03
SIGNING AND PAVEMENT MARKING PLANSTR-07
SIGNING AND PAVEMENT MARKING PLANSTR-08
SIGNING AND PAVEMENT MARKING PLANSTR-09
TRAFFIC CONTROL SIGNAL PLANTR-10
REHABILITATION OF BRIDGENO. 06026
ROUTE 156 OVER NIANTIC RIVER
EAST LYME-WATERFORD 044-0154
SIGN FACE SHEET ALUMINUM D,RS,E,I&M SERIES SIGNS TYPICAL DETAILSTR-GS_03
TRENCHING AND BACKFILLINGTR-11
DESIGNED BY:
MBAKERINTL.COM
Phone: (860) 563-3044
ROCKY HILL, CT. 06067
SUITE 2B
500 ENTERPRISE DRIVE
07.01203.234.7862
NORTH HAVEN, CT 06473
116 WASHINGTON AVENUE
Traffic � Infrastructure � Planning
MGK
TR-02RSG
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
NOT TO SCALE
10/22/2019
BLOCK:
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GENERAL NOTES
N.T.S.
MODULE ARRANGEMENT FOR 35 MPH
SUGGESTED SEQUENCE OF CONSTRUCTION (SEE S-05)
NOTES AND DETAILSMPT GENERAL
TEMPORARY SAND BARREL DETAIL
VEHICLE LOOP DETECTORS ARE BEING INSTALLED AT THE WEST STREET INTERSECTION.
APPROACH GUIDE RAIL IS BEING REPLACED IN ITS ENTIRETY. CURB RAMPS AND NEW
THREE BRIDGE GUIDE RAIL ATTACHMENTS ARE BEING REPLACED AND THE EAST LYME
BEING REPLACED UP TO THE RIVER ROAD AND WEST STREET INTERSECTIONS.
SPECIAL PROVISION: THE SIDEWALK AND CURB ALONG THE BRIDGE APPROACHES IS
TRAFFIC CONTROL PLANS IN THE MAINTENANCE AND PROTECTION OF TRAFFIC
THE FOLLOWING NON-BRIDGE ITEMS WILL BE COVERED UNDER CONNDOT CONSTRUCTION11.
WEEKS PRIOR TO THE BEGINNING OF CONSTRUCTION.
OF EAST LYME AND WATERFORD, AND ALL EMERGENCY SERVICES AT LEAST TWO
THE CONTRACTOR SHALL NOTIFY THE CONNDOT DISTRICT 2 ENGINEER, THE TOWNS 10.
ITEM NO. 0976002.
DIAMOND SHAPED POST-MOUNTED CONSTRUCTION SIGNS AND PAYABLE UNDER
BARRICADE WARNING LIGHTS - HIGH INTENSITY SHALL BE MOUNTED ON ALL9.
CONSTRUCTION SIGNS.
ALL CONSTRUCTION SIGNS ARE TO BE PAID FOR UNDER ITEM NO. 1220027 - 8.
AT NO COST TO THE STATE.
ANY EXISTING SIGNING DAMAGED BY THE CONTRACTOR SHALL BE REPLACED7.
CONSTRUCTION BASED ON DEMAND.
THE DISTRICT WILL DETERMINE AND PROVIDE NECESSARY ACCOMMODATIONS DURING
BUS SERVICE WILL NOT BE PROVIDED TO ACCOMMODATE PEDESTRIAN ACCESS. INSTEAD,
DIRECTED BY THE ENGINEER. PER DIRECTION OF CONNDOT AND DISTRICT 2, SHUTTLE
DIRECTION OF TRAVEL ON ROPE FERRY ROAD AT WEST STREET IN WATERFORD, AS
AND FOR WESTBOUND PEDESTRIANS AT THE SIDEWALK ALONG THE WESTBOUND
DIRECTION OF TRAVEL ON MAIN STREET AT PENNSYLVANIA AVENUE IN EAST LYME
PLACED FOR EASTBOUND PEDESTRIANS AT THE SIDEWALK ALONG THE WESTBOUND
WHEN APPLICABLE IN STAGE 1, SIGN NO. 80-9076 "SIDEWALK CLOSED" SHOULD BE 6.
AND SHALL BE ADJUSTED BY THE CONTRACTOR TO MEET FIELD CONDITIONS.
THE LOCATIONS OF TEMPORARY SIGNS SHOWN ON THE PLANS ARE APPROXIMATE 5.
UNDER ITEM NO. 0971001A - MAINTENANCE AND PROTECTION OF TRAFFIC.
AS DIRECTED BY THE ENGINEER. COVERING OF EXISTING SIGNS WILL BE PAID FOR
ANY EXISTING SIGN IN CONFLICT WITH CONSTRUCTION SIGNS SHALL BE COVERED 4.
INCLUDING THOSE PAVEMENT MARKINGS OUTSIDE OF THE TRAVELWAY.
EXISTING CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED OR COVERED, 3.
THE SUGGESTED BRIDGE REHABILITATION STAGING SHEET (S-06).
MAINTENANCE AND PROTECTION OF TRAFFIC STAGING PLANS CORRELATE TO2.
STANDARD LANE CLOSURES, AND FINAL OVERLAY.
THE ROADWAY APPROACH WORK OFF THE BRIDGE, ROADWAY WIDENING USING
CONSTRUCTION STAGING REQUIREMENTS. THESE SPECIAL PROVISIONS COVER
ITEM NO. 0971001A - MAINTENANCE AND PROTECTION OF TRAFFIC FOR
SEE SPECIAL PROVISION SECTION 1.08 - PROSECUTION AND PROGRESS AND 1.
REHABILITATION OF BRIDGENO. 06026
ROUTE 156 OVER NIANTIC RIVER
EAST LYME-WATERFORD 044-0154
APPROACH ROADWAY.
REPEAT THIS SEQUENCE FOR ALL REMAINING QUADRANTS OF THE BRIDGE AND
REMOVE TEMPORARY TRAFFIC CONTROL AND OPEN TO TWO LANE TRAFFIC.5.
INSTALL REMAINING PROPOSED GUIDE RAIL.
INSTALL PROPOSED HIGHWAY GUIDE RAIL CONNECTION TO THE BRIDGE AND4.
CONCRETE MEETING REQUIREMENTS OF RCC 04462).
INSTALL REINFORCEMENT AND PLACE CONCRETE (USING HGIH EARLY STRENGTH3.
SHIFT TRAFFIC INTO THE TEMPORARY TRAFFIC CONTROL CONFIGURATION.2.
TRANSITION REPLACEMENT.
INSTALL TEMPORARY TRAFFIC CONTROL FOR ONE CORNER GUIDE RAIL1.
CONSTRUCTION.
SHOULDER CLOSURE IS REQUIRED FOR HIGHWAY GUIDE RAIL TRANSITION
HIGHWAY GUIDE RAIL TRANSITION REPLACEMENT
LENGTH OF THE CONSTRUCTION WORK ZONE.
(PAVEMENT AND WATERPROOFING MEMBRANCE REPLACEMENT WORK) TO MATCH THE
NORTH HALF CONSTRUCTION IS OCCURRING AND DOESN'T IMPACT SIDEWALK
AND SOUTH HALF. TEMPORARY FENCING WILL BE PROVIDED ALONG SIDEWALK
THE ABOVE STAGED CONSTRUCTION SHALL BE REPEATED FOR THE ENTIRE BRIDGE
TRAFFIC BY 7:00 PM.
REPAVE WORK AREA. REMOVE TRAFFIC CONTROL AND OPEN TO TWO LANE 7.
APPLY PROPOSED CONCRETE DECK WATERPROOFING MEMBRANE.6.
OPEN LANE TO TRAFFIC.
TO PROTECT CURING CONCRETE TO REACH DESIGNATED STRENGTH AND
INSTALL STEEL COVER PLATE FOR CONCRETE PATCHING AREA AS NEEDED5.
IDENTIFIED LOCATIONS.
PATCH CONCRETE DECK USING HIGH EARLY STRENGTH CONCRETE AT4.
WITH PATCHING LOCATIONS AND AREA.
INSEPCT AND VERIFY CONCRETE CONDITIONS, IDENTIFY DECK REPAIR3.
THE SEGMENT.
REMOVE THE PAVEMENT AND EXISTING WATERPROOFING MEMBRANE OF2.
AND CONSTRUCTION ZONE AT 7:00 AM.
INSTALL TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION SEGMENT 1.
APPLICATION, AND PAVEMENT INSTALLATION.
NORTH HALF BRIDGE PAVEMENT REMOVAL, DECK REPAIR, MEMBRANE
SEE HIGHWAY PLANS FOR CONSTRUCTION DETAILS.
ADA RAMP AND SIDEWALK CONSTRUCTION
REMOVE REINFORCING STRUT.6.
RELEASE FORCE FROM REINFORCING STRUT.5.
INSTALL NEW CROSS FRAME.4.
REMOVE EXISTING CROSS FRAME.3.
RELEASE FORCE ON EXISTING CROSS FRAME.2.
INSTALL REINFORCING STRUT AT CROSS FRAME LOCATION.1.
SEQUENCE IS:
CONTAINMENT ENCLOSURE REMOVED FOR THAT SPAN. SUGGESTED CONSTRUCTION
REPLACEMENT OCCUR PRIOR TO PAINTING IN A SPECIFIC SPAN, WITH
COORDINATED WITH PAINTING. IT IS PREFERRED THAT CROSS FRAME
THE CONSTRUCTION OF CF-3 CROSS FRAME REPLACEMENT SHALL BE
CROSS FRAME (CF-3) REPLACEMENT
VEHICULAR TRAFFIC OVER BRIDGE.
COMPRESSORS DURING NIGHT TIME HOURS. THIS WORK SHALL NOT IMPACT
TO AVOID THE CONSTRUCTION NOISE FROM BLAST CLEANING, VACUUMING AND
BLAST CLEANING SHALL BE PERFORMED DURING DAYTIME HOURS (7 AM TO 7 PM)
AVOID NAVIGATIONAL CHANNEL SHUT DOWN OUTSIDE OF THE WINTER SEASON.
ELECTRICAL SYSTEM REPAIRS, AND LIMITED FROM DECEMBER TO FEBRUARY TO
OF LIFT SPAN SHALL BE COORDINATED WITH LIFT SPAN MECHANICAL AND
OCCUR DURING WINTER SEASON LIFT SPAN OUTAGE. CLEANING AND PAINTING
ENTIRE CONSTRUCTION DURATION, EXCEPT THE LFIT SPAN, WHICH SHALL
BLAST CLEANING AND PAINTING CONSTRUCTION SHALL CONTINUE FOR THE
STRUCTURAL STEEL SURFACE BLAST CLEANING AND PAINTING
CONSTRUCTION ZONE.
NORTH SIDE CONSTRUCTION FROM 7 AM TO 7 PM AND PROTECTED ALONG THE
FOR DAYTIME CONSTRUCTION. PEDESTRIAN ACCESS SHALL BE CLOSED FOR
ADJACENT JOINTS. TRAFFIC CONTROL SHALL BE DESIGNED ACCORDINGLY
CONSTRUCTION SEGMENT LENGTH IS LIMITED TO 600 FEET AND BETWEEN
DECK REPAIR, MEMBRANE AND PAVEMENT CONSTRUCTION
SEE MECHANICAL AND ELECTRICAL PLANS FOR CONSTRUCTION DETAILS.
LIFT SPAN MECHANICAL AND ELECTRICAL SYSTEM REPAIR
AND PIER 8.
CONSTRUCTED WITHIN ONE CONSTRUCTION ZONE, AS WELL AS JOINTS AT PIER 5
2 AS WELL AS AT PIERS 4, 5 AND 8. JOINS AT ABUTMENT 1 AND PIER 4 CAN BE
THE ABOVE SHALL BE REPEATED FOR BRIDGE DECK JOINTS AT ABUTMENTS 1 AND
WORK AND JOINT REPLACEMENTS ARE COMPLETED.
REPEAR STEP 1 - 4 FOR EACH WORK ZONE UNTIL THE BRIDGE DECK REPAIR5.
BE INSTALLED.
ELASTOMERIC CONCRETE HEADERS AND PREFORMED JOINT SEALS SHALL4.
MEMBRANE AND OVERLAY SHALL BE APPLIED TO THE REPAIRED DECK.3.
BE ONE-LANE ALTERNATING.
ENTIRE DECK WIDTH WITHIN CONSTRUCTION WORK ZONES. TRAFFIC WILL
DECK REPAIRS SHALL BE PERFORMED AFTER STRIPPING OVERLAY FROM 2.
IN THE SIDEWALK.
TRAFFIC PLATES MUST ALSO PROTECT EXCAVATED AREAS AND OPEN JOINTS
CONTROL, AND ONE LANE ALTERNATING TRAFFIC. TEMPORARY STEEL
PERFORMED USING TEMPORARY STEEL TRAFFIC PLATES FOR TRAFFIC
DECK END RECONSTRUCTION FOR PREFORMED JOINT SEALS SHALL BE1.
NORTH SIDE BRIDGE JOINT REPLACEMENT STAGE.
600 FEET. DECK JOINT WITHIN NORTH SIDEWALK SHALL BE REPLACED DURING
THE MAXIMUM CLOSURE LENGTH SHALL BE LIMITED TO ADJACENT JOINTS, AND
MAINTAINED BETWEEN 7 AM AND 7 PM UNTIL THE ENTIRE WORK IS COMPLETED.
BE PERFORMED IN STAGES SUCH THAT ONE LANE OF ALTERNATING TRAFFIC IS
DECK JOINT REPLACEEMT AMD DECK END AND ABUTMENT RECONSTRUCTION SHALL
DECK JOINT REPLACEMENT
REMOVE EQUIPMENT AND SIGNAGE FROM CHANNEL.17.
INSTALL RE-USED "NO TRESPASSING" SIGN.16.
INSTALL RE-USED GUIDE RAIL.15.
REST HOUR OPERATION SIGN.14.
RESET CLEARANCE GAUGE SIGN.13.
DRAWINGS.
INSTALL NEW NAVIGATIONAL LIGHTING AT BASCULE PIER 2. SEE ELECTRICAL12.
CONSTRUCT NEW FIBER REINFORCED PLASTIC WALKWAY DECKING.11.
CONSTRUCT NEW FIBER REINFORCED PLASTIC SHEETING.10.
INSTALL TEMPORARY FENDER SYSTEM FOR EXPOSED BRIDGE PIER.9.
REMOVE TIMBER WALKWAY AND TIMBER SHEETING.8.
REMOVE AND STORE "NO TRESPASSING" SIGN.7.
REMOVE AND STORE GUIDE RAIL.6.
REMOVE AND STORE HOURS OF OPERATION SIGN.5.
REMOVE AND STORE CLEARANCE GAUGE SIGN.4.
ELECTRICAL DRAWINGS.
SHALL COMPLY WITH ALL USCG REGULATION TO MAINTAIN OPENING. SEE
NEEDED FOR CONSTRUCTION. LOCATION OF TEMPORARY NAVIGATION LIGHTS
TEMPORARILY RELOCATE EXISTING NAVIGATIONAL LIGHTING ON FENDER AS3.
CURTAIN AT BASCULE PIER 2.
POSITION BARGE AND INSTALL NECESSARY DEBRIS AND TURBIDITY CONTROLS2.
PHASE 2 CONSTRUCTION.
INSTALL NAVIGATIONAL SIGNAGE INDICATING CHANNEL WIDTH CHANGE FOR 1.
STAGE 2: BASCULE PIER 2 FENDER SYSTEM REPAIR
REMOVE EQUIPMENT AND SIGNAGE FOR STAGE 1 CONSTRUCTION.10.
DRAWINGS.
INSTALL NEW NEVIGATIONAL LIGHTING AT BASCULE PIER 1. SEE ELECTRICAL9.
INSTALL RE-USED GUIDE RAIL.8.
INSTALL NEW FIBER REINFORCED PLASTIC SHEETING AND WALKWAY DECKING.7.
INSTALL TEMPORARY FENDER SYSTEM FOR EXPOSED BRIDGE PIER.6.
REMOVE TIMBER WALKWAY AND TIMBER SHEETING.5.
REMOVE AND STORE GUIDE RAIL.4.
SEE ELECTRICAL DRAWINGS.
LIGHTS SHALL COMPLY WITH ALL USCG REGULATIONS TO MAINTAIN OPENING.
NEEDED FOR CONSTRUCTION. LOCATION OF TEMPORARY NAVIGATIONAL
TEMPORARILY RELOCATE EXISTING NAVIGATIONAL LIGHTING ON FENDER AS3.
CURTAIN AT BASCULE PIER 1.
POSITION BARGE AND INSTALL NECESSARY DEBRIS AND TURBIDTY CONTROLS2.
PHASE 1 CONSTRUCTION.
INSTALL NAVIGATIONAL SIGNAGE INDICATING CHANNEL WIDTH CHANGE FOR1.
STAGE 1: BASCULE PIER 1 FENDER SYSTEM REPAIR
31ST.
FENDER SYSTEM REPAIR CONSTRUCTION BETWEEN OCTOBER 12TH AND JANUARY
FENDER SYSTEM REPAIR
07.02203.234.7862
NORTH HAVEN, CT 06473
116 WASHINGTON AVENUE
Traffic � Infrastructure � Planning
TF19.51
TF19.51
BALLAST
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31+00
32+00
33+00
34+00
35+00
TF19.51
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
10/22/2019
BLOCK:
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WORK AREA
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TRAFFIC DRUM
LEGEND:NOTES:
MAINTENANCE & PROTECTION
MGK
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DIN
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PORTABLE SIGN SUPPORT
CO
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EC
TIC
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CO
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DIN
AT
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GRID
JOINT REPLACEMENT - ABUTMENT 1 TO PIER 4 - STAGE 1A:
JOINT REPLACEMENT - ABUTMENT 1 TO PIER 4 - STAGE 2A:
400'
AHEAD
ROAD WORK
DOUBLED
FINES
03-01
31-1906
WORK
AHEAD
ROAD03-02
80-9603
ROAD
AHEAD
ONE LANE03-03
80-9834
03-04
80-9803
03-05
80-9612
ROAD WORK
END
@ 20' O.C.
5 TRAFFIC DRUMS
100' SHIFT TAPER
40' (TYP.))TEERTS NIAM( 651 ETUOR
@ 20'
O.C.
5 TRAFFIC
DRUMS
100' SHIF
T TAPER
400'
AHEAD
ROAD WORK
DOUBLED
FINES
03-10
31-1906
WORK
AHEAD
ROAD03-09
80-9603
ROAD
AHEAD
ONE LANE03-08
80-9834
03-07
80-9803
03-06
80-9612
ROAD WORK
END
@ 20' O.C.
5 TRAFFIC DRUMS
100' SHIFT TAPER
400'
WORK
AHEAD
ROAD03-12
80-9603
ROAD
AHEAD
ONE LANE03-13
80-9834
AHEAD
ROAD WORK
DOUBLED
FINES
03-11
31-1906
03-14
80-9803
03-15
80-9612
ROAD WORK
END
)TEERTS
NIAM( 651
ETUOR
40' (TYP.)
@ 20'
O.C.
5 TRAFFIC
DRUMS
100' SHIF
T TAPER
400'
03-20
31-1906
WORK
AHEAD
ROAD03-19
80-9603
AHEAD
ROAD WORK
DOUBLED
FINES
ROAD
AHEAD
ONE LANE03-18
80-9834
03-17
80-9803
03-16
80-9612
ROAD WORK
END
OF TRAFFIC - STAGE A
SEE TR-02 FOR GENERAL NOTES.1.
32+00
TRAFFIC CONTROL PERSON
REHABILITATION OF BRIDGENO. 06026
ROUTE 156 OVER NIANTIC RIVER
EAST LYME-WATERFORD 044-0154
50'
500'
500'
500'
200'
200'
500'
500'
500'
50'
200'
500'
500'
500'
500'
500'
500'
200'
07.03203.234.7862
NORTH HAVEN, CT 06473
116 WASHINGTON AVENUE
Traffic � Infrastructure � Planning
32+00
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34+00
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36+00
37+0038+00
39+00
40+00
41+00
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43+00
32+00
33+00
34+00
35+00
36+00
37+0038+00
39+00
40+00
41+00
42+00
43+00
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
10/22/2019
BLOCK:
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LEGEND:NOTES:
MAINTENANCE & PROTECTION
MGK
TR-04RSG
WORK
AHEAD
ROAD04-02
80-9603
ROAD
AHEAD
ONE LANE04-03
80-9834
04-04
80-9803
04-05
80-9612
ROAD WORK
END
@ 20' O.C.
5 TRAFFIC DRUMS
100' SHIFT TAPER
40' (TYP.)
@ 20' O.C.5 TRAFFIC
DRUMS100'
SHIFT TAPER
400'
AHEAD
ROAD WORK
DOUBLED
FINES
04-10
31-1906
WORK
AHEAD
ROAD04-09
80-9603
ROAD
AHEAD
ONE LANE04-08
80-9834
04-07
80-9803
04-06
80-9612
ROAD WORK
END
)TEERTS NIAM( 651 ETUOR
40' (TYP.)
OF TRAFFIC - STAGE B
CO
NN
EC
TIC
UT
CO
OR
DIN
AT
E
GRID
CO
NN
EC
TIC
UT
CO
OR
DIN
AT
E
GRID
JOINT REPLACEMENT - PIER 5 TO PIER 8 - STAGE 1B:
JOINT REPLACEMENT - PIER 5 TO PIER 8 - STAGE 2B:
400'
AHEAD
ROAD WORK
DOUBLED
FINES
04-01
31-1906
)TEERTS NIAM( 651 ETUOR
ROAD
AHEAD
ONE LANE04-13
80-9834
04-14
80-9803
@ 20' O.C.
5 TRAFFIC DRUMS
100' SHIFT TAPER
400'
AHEAD
ROAD WORK
DOUBLED
FINES
04-11
31-1906
WORK
AHEAD
ROAD04-12
80-9603
04-15
80-9612
ROAD WORK
END
@ 20' O.C.5 TRAFFIC
DRUMS100'
SHIFT TAPER
400'
04-16
80-9612
ROAD WORK
END
ROAD
AHEAD
ONE LANE04-18
80-9834
04-17
80-9803
AHEAD
ROAD WORK
DOUBLED
FINES
04-20
31-1906
WORK
AHEAD
ROAD04-19
80-9603
WORK AREA
TRAFFIC FLOW
TRAFFIC DRUM
PORTABLE SIGN SUPPORT
SEE TR-02 FOR GENERAL NOTES.1.
TRAFFIC CONTROL PERSON
REHABILITATION OF BRIDGENO. 06026
ROUTE 156 OVER NIANTIC RIVER
EAST LYME-WATERFORD 044-0154
200'
500'
500'
500'
50'
50'500'
500'
500'200'
500'500'
500'200'
500'
500'
500'200'
07.04203.234.7862
NORTH HAVEN, CT 06473
116 WASHINGTON AVENUE
Traffic � Infrastructure � Planning
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40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00
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
10/22/2019
BLOCK:
SIGNATURE/
...\TR_MSH_MPT_44-154_TR-05.dgn
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LEGEND:NOTES:
MAINTENANCE & PROTECTION
MGK
TR-05RSG
WORK
AHEAD
ROAD05-02
80-9603
ROAD
AHEAD
ONE LANE05-03
80-9834
05-04
80-9803
05-05
80-9612
ROAD WORK
END
@ 20' O.C.
5 TRAFFIC DRUMS
100' SHIFT TAPER
40' (TYP.)
400'
ROAD
AHEAD
ONE LANE05-08
80-9834
05-07
80-9803
05-06
80-9612
ROAD WORK
END
OF TRAFFIC - STAGE C
400'
AHEAD
ROAD WORK
DOUBLED
FINES
05-01
31-1906
JOINT REPLACEMENT - ABUTMENT 2 - STAGE 2C:
JOINT REPLACEMENT - ABUTMENT 2 - STAGE 1C:
ROUTE 156 (MAIN STREET/ROPE FERRY ROAD)
ROUTE 156 (MAIN STREET/ROPE FERRY ROAD)
WES
T S
TR
EE
T
@ 20' O.C.
5 TRAFFIC DRUMS
100' SHIFT TAPER
CO
NN
EC
TIC
UT
CO
OR
DIN
AT
E
GRID
@ 20' O.C.
5 TRAFFIC DRUMS
100' SHIFT TAPER400'
WORK
AHEAD
ROAD05-14
80-9603
ROAD
AHEAD
ONE LANE05-15
80-9834
05-16
80-9803
AHEAD
ROAD WORK
DOUBLED
FINES05-17
80-9612
ROAD WORK
END
40' (TYP.)
@ 20' O.C.
5 TRAFFIC DRUMS
100' SHIFT TAPER
400'
05-18
80-9612
ROAD WORK
END
ROAD
AHEAD
ONE LANE05-20
80-9834
05-19
80-9803
AHEAD
ROAD WORK
DOUBLED
FINES
05-22
31-1906
WORK
AHEAD
ROAD05-21
80-9603
WORK AREA
TRAFFIC FLOW
TRAFFIC DRUM
PORTABLE SIGN SUPPORT
WORK AREA
TRAFFIC FLOW
TRAFFIC DRUM
PORTABLE SIGN SUPPORT
SEE TR-02 FOR GENERAL NOTES.1.
WORK
AHEAD
ROAD05-24
80-9603
AHEAD
ROAD WORK
DOUBLED
FINES
05-10
31-1906
WORK
AHEAD
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80-9603
WES
T S
TR
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T
CO
NN
EC
TIC
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CO
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DIN
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GRID
05-13
31-1906
TRAFFIC CONTROL PERSON
REHABILITATION OF BRIDGENO. 06026
ROUTE 156 OVER NIANTIC RIVER
EAST LYME-WATERFORD 044-0154
AHEAD
ROAD WORK
DOUBLED
FINES
05-23
31-1906
100'
WORK
AHEAD
ROAD05-12
80-9603
05-11
31-1906
AHEAD
ROAD WORK
DOUBLED
FINES
100'
50'500'500'500'200'
200'500'500'500'50'
500'500'500'200'
500' 500' 500' 200'
07.05203.234.7862
NORTH HAVEN, CT 06473
116 WASHINGTON AVENUE
Traffic � Infrastructure � Planning
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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
SCALE AS NOTED
10/22/2019
BLOCK:
SIGNATURE/
...\TR_MSH_DTR_44-154_TR-06.dgn
Border Version: 11/29/13
Plotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
DETOUR NOTES:
DOUBLE POST MOUNTED SIGN
SINGLE POST MOUNTED SIGN
DETOUR ROUTE
TEMPORARY PRECAST CONCRETE BARRIER CURB
CONSTRUCTION BARRICADE TYPE III
LEGEND:
WORK AREA
RIVER BRIDGE EASTBOUND DETOUR
ROUTE 156 (MAIN STREET)/NIANTIC
RIVER BRIDGE WESTBOUND DETOUR
ROUTE 156 (MAIN STREET)/NIANTIC
06-01
80-9805
1000 FT
DETOUR
06-26
80-9933
1000 FT
CLOSED
ROAD
06-27
80-9933
AHEAD
DETOUR
CO
NN
EC
TIC
UT
CO
OR
DIN
AT
E
GRID
06-29
80-9707
51-6614
51-6647 51-2626R
156
ESTW
DETOUR
06-24
80-9707
51-6614
51-6647 51-2626R
156
ESTW
DETOUR
06-22
80-9707
51-6614
51-6647 51-2625
ESTW
DETOUR
156
06-20
80-9707
51-6614
51-6647 51-2626L
156
ESTW
DETOUR
06-17
80-9707
51-6614
51-6647 51-2625
ESTW
DETOUR
156
06-16
80-9707
51-6614
51-6647 51-2625
ESTW
DETOUR
156
06-10
80-9707
51-6614
51-6647 51-2625
156
ESTW
DETOUR
06-08
80-9707
51-6614
51-6647 51-2625
ESTW
DETOUR
156
06-06
80-9707
51-6614
51-6647 51-2625
ESTW
DETOUR
156
DETOUR
END 06-04
80-9708
06-03
80-9707
51-6612
51-6647 51-2626L
156
DETOUR
ASTE
06-05
80-9707
51-6612
51-6647 51-2625
156
DETOUR
ASTE
06-07
80-9707
51-6612
51-6647 51-2625
156
DETOUR
ASTE
06-15
80-9707
51-6612
51-6647 51-2625
156
DETOUR
ASTE
06-18
80-9707
51-6612
51-6647 51-2625
156
DETOUR
ASTE
06-19
80-9707
51-6612
51-6647 51-2626R
DETOUR
156
ASTE
06-21
80-9707
51-6612
51-6647 51-2625
156
DETOUR
ASTE
156
DETOUR
ASTE
06-23
80-9707
51-6612
51-6647 51-2626L
DETOUR
END 06-25
80-9708
RSG
MGK
BRIDGE CLOSED
3/4 MILE AHEAD
LOCAL TRAFFIC ONLY
06-02
80-9078
SCALE: 1"=1000'
NIANTIC RIVER BRIDGE DETOUR PLAN
NIANTIC RIVER BRIDGEDETOUR PLAN
TR-06
CHANGEABLE MESSAGE SIGN:
MM/DD
TO
MM/DD
DETOUR
FOLLOW
MESSAGE 1 MESSAGE 2
MESSAGE SIGN
REMOTE CONTROLLED CHANGEABLE
CO
NN
EC
TIC
UT
CO
OR
DIN
AT
E
GRID
CO
NN
EC
TIC
UT
CO
OR
DIN
AT
E
GRID
ROAD CLOSED
THRU TRAFFIC
TO
06-28
80-9081
SPACED AT 20' O.C.
WITH TRAFFIC DRUMS
TO INTERSECTION
CLOSE LANE 250' PRIOR
500'500'500'
WORK
AHEAD
ROAD 06-32
80-9603
06-31
80-9847
CLOSED
AHEAD
LEFT LANE
06-30
80-9918
TE
ER
TS
TS
EW
TE
ER
TS
TS
AE
EU
NE
VA
HTI
MS
DETAIL A:
DETAIL B:
DETAIL A
06-34
80-9076
SIDEWALKCLOSED
06-35
80-9076
80-9870
DETAIL B
CLOSED
156
ROUTE
06-33
80-9080
DIRECTIONS TO ALERT DRIVERS OF THE CLOSURE.
ON ROUTE 156 (MAIN STREET/ROPE FERRY ROAD) IN BOTH
#1131002 - REMOTE CONTROL CHANGEABLE MESSAGE SIGN
TWO WEEKS PRIOR TO INITIATING THE DETOUR, INSTALL ITEM12.
REMOVED WHILE THE DETOUR IS NOT OPERATIONAL.
IS IN EFFECT. DETOUR SIGNS ARE TO BE COVERED OR
DETOUR SIGNS ARE ONLY TO BE POSTED WHILE THE DETOUR11.
CONSTRUCTION SIGNS AND ARE PAYABLE UNDER ITEM #0976002.
MOUNTED ON ALL DIAMOND SHAPED POST-MOUNTED
BARRICADE WARNING LIGHTS - HIGH INTENSITY SHALL BE10.
BE REPLACED AT NO COST TO THE STATE.
ANY EXISTING SIGNING DAMAGED BY THE CONTRACTOR SHALL 9.
TR-1208-2, AND TR-1220-2, UNLESS OTHERWISE DIRECTED.
BREAKAWAY POSTS PER TRAFFIC STANDARD SHEET TR-1208-1,
ALL CONSTRUCTION/DETOUR SIGNS TO BE INSTALLED ON8.
PROTECTION OF TRAFFIC.
SIGNS IS PAYABLE UNDER ITEM #0971001A - MAINTENANCE AND
THE DETOUR IS IN EFFECT. REMOVAL/COVERING OF EXISTING
ALL CONFLICTING SIGNS SHALL BE COVERED OR REMOVED WHEN 7.
THEY DO NOT BLOCK OR ARE NOT BLOCKED BY EXISTING SIGNS.
CONSTRUCTION/DETOUR SIGNS ARE TO BE INSTALLED SO THAT 6.
CONSTRUCTION SIGNS.
DETOUR SIGNS TO BE PAID UNDER ITEM #1220027 - 5.
FIELD CONDITIONS.
ENGINEER IN THE FIELD AND SHALL BE ADJUSTED TO MEET
EXACT LOCATIONS OF SIGNS TO BE DETERMINED BY THE4.
EMERGENCY SERVICES AND DEPARTMENTS OF PUBLIC WORKS.
CONSTRUCTION, THE TOWNS OF EAST LYME AND WATERFORD
CONTRACTOR SHALL NOTIFY THE ENGINEER, CTDOT DISTRICT 2
AT LEAST TWO WEEKS PRIOR TO INITIATING THE DETOUR, THE 3.
REQUIREMENTS.
SEE SPECIAL PROVISION FOR CONSTRUCTION STAGING
MAINTENANCE & PROTECTION OF TRAFFIC SPECIAL PROVISIONS.
1.08 - PROSECUTION & PROGRESS AND ITEM #0971001A -
DURING THE ALLOWABLE TIME PERIOD AS SPECIFIED IN SECTION
CONTRACTOR MAY ONLY CLOSE ROAD AND IMPLEMENT DETOUR 1.
PRIOR TO CLOSURE DURING CLOSURE
06-11
80-9933
1000 FT
CLOSED
ROAD
(ROPE FERRY ROAD)
RTE 156
CLOSED
ROAD
AHEAD
SIDEWALKCLOSED
06-13
80-9707
51-6614
51-6647 51-2625
ESTW
DETOUR
156
06-12
80-9707
51-6614
51-6647 51-2626L
ESTW
DETOUR
156
06-09
80-9707
51-6612
51-6647 51-2628
DETOUR
156
ASTE
06-14
80-9707
51-6612
51-6647 51-2628
DETOUR
156
ASTE
SCALE: N.T.S.
SCALE: N.T.S.
FROM
CLOSED
RTE 156
REHABILITATION OF BRIDGENO. 06026
ROUTE 156 OVER NIANTIC RIVER
EAST LYME-WATERFORD 044-0154
DETAIL C
CO
NN
EC
TIC
UT
CO
OR
DIN
AT
E
GRID
DETAIL C:
SCALE: N.T.S.
DAO
R
RE
VIR
06-35
80-9080
CLOSED
ROAD
(MAIN STREET)
RTE 156
(MAIN STREET)
RTE 156
MARKING TAPE - 4" YELLOW
TEMPORARY PLASTIC PAVEMENT
TAPE - 4" YELLOW
PAVEMENT MARKING
TEMPORARY PLASTIC
07.06203.234.7862
NORTH HAVEN, CT 06473
116 WASHINGTON AVENUE
Traffic � Infrastructure � Planning
AREA
CULT
GR
AV
8' C
H LN
K FE
NCE
STATE OF CT.
IN FAVOR OF
20' D.R.O.W.
SOLID W
HITESOLID W
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WHIT
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PAR
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CULT AREA
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FLOOD LGT
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WO
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AIL FENCE
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CK POSTS
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BCLC B
CLC
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BCLC
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CP-9
CP-8
CP-7
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ONC. P
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(BIT C
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RIV
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OAD
MAIN STREET
156
PLATFORM
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MH
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BIT.
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GRASS
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DO
CK
BIT C
ONC. P
AR
KIN
G
ARE
A
CULT
44-102
REFERENCE : CONSTRUCTION PROJECT
44-102
REFERENCE : CONSTRUCTION PROJECT
NIA
NTIC
RIV
ER
CHERRY
4"
10"OAK
TWINOAK
10"
CHERRY
4"
MAPLE
6"
APPROX. HIGHWAY LINE
APPROX. HIGHWAY LINE
(FOR PARK PURPOSES ONLY)
RELEASED TO THE TOWN OF EAST LYME
(FO
R
HIG
HW
AY P
URP
OSES
ONLY)
RELEASED T
O T
HE T
OW
N
OF EAST LY
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TOWN OF EAST LYME
N/F
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N
N/F
STATE OF CT.
IN FAVOR OF
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BCLC
CO
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CO
NC
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8.0'C
H LN
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RAIL
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T
JOIN
T
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EXP_JNT
EXP_JNT
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EXP_JNT
EXP_JNT
METAL
EXP_JNTEXP_JNT
EXP_JNT
HATCH
METAL_HATCH
GATE
METAL_HATCH
GATE
@JOINT
@JOINT
METAL_RAIL
METAL_RAILMETAL
METAL_RAIL
METAL
METALMETAL
20+75
20+75
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00 32+00 33+00
E 1156259.5
2
N 679401.8
6
20+75.0
0
PO
B
E 1156764.2
8
N 679231.0
6
26+07.8
8PC
E 1157283.7
9
N
679224.8
8
31+
36.0
9
PT
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
8/30/2019
BLOCK:
SIGNATURE/
...\HWY\HW_MSH_0044_0154_TR-07.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
REHABILITATION OFBRIDGE NO. 06026
ROUTE 156 OVER NIANTIC RIVER
0044-0154
TR
JC
BEGIN STATE PROJECT NO. 0044-0154
CO
NN
EC
TIC
UT
CO
OR
DIN
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GRID
NOTES:
MA
TC
H
MA
RK
ST
A. 33+
50 - S
EE
DR
AWIN
G
NO.
TR-08
CONSTRUCTION }
SIGNING AND PAVEMENTMARKING PLAN - 01
STA 22+50
11'
11'
STA 24+75
STA 23+40
12'
12'
5'
5'
STA 30+95
12" STOP BAR,
TR-07
4' 11'
4" WHITE EDGE LINE (TYP)
4" WHITE LANE LINE(TYP)
4" DOUBLE YELLOW CENTERLINE (TYP)
12" STOP BAR
12'
5'
4'
11'
12'
5'
MAIN ST / RTE 156 STA 21+10
MARKINGS; STA 21+48
MATCH EXISTING PAVEMENT
2'
STA 22+80
WHITE PAVEMENT ARROW (TYP);
LINE (2' LINES AT 4' SPACES)
4" WHITE DOTTED EXTENSION
CENTERLINE (TYP)
4" DOUBLE YELLOW
BIKE ROUTE51-1354
51-2669
10'W WHITE EPOXY CROSSWALK (TYP)
EAST LYME - WATERFORD
RELOCATE EXIST SIGN; NO. 31-0553 (STOP)
(RIGHT LANE MUST TURN RIGHT)
RELOCATE EXIST SIGN; NO. 31-0123
41-5566 (25 MPH ADVISORY)
RELOCATE EXIST SIGN; NO.
ARROW)
(BIKE ROUTE) / 51-2669 (DIRECTION
REMOVE EXIST SIGNS; NO. 51-1354
MOUNTING DETAILS" EXCEPT AS NOTED ON THE PLANS.
AND RETROREFLECTIVE STRIP DETAILS" AND SHEET TR-1208_02 "METAL SIGN POSTS AND SIGN
SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD SHEET TR-1208_01 "SIGN PLACEMENT 8.
ANY EXISTING SIGNS.
CONTRACTOR TO SUBMIT INVENTORY OF EXISTING SIGNAGE PRIOR TO REMOVAL OR RELOCATION OF 7.
EXACT SIGN LOCATIONS TO BE DETERMINED BY THE ENGINEER.6.
1206023A "REMOVAL AND RELOCATION OF EXISTING SIGNS".
EXISTING SIGNS NOTED TO BE REMOVED AND/OR RELOCATED SHALL BE PAID FOR UNDER ITEM NO. 5.
FREEWAYS" EXCEPT AS OTHERWISE DIMENSIONED OR NOTED ON THE PLANS.
"PAVEMENT MARKINGS, LINES, AND SYMBOLS" AND TR-1210_08 "PAVEMENT MARKINGS ON NON
PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD SHEET TR-1210_04 4.
THE ENGINEER.
CONSTRUCTION. MATCH TO EXISTING MARKINGS AT THE LIMITS OF CONSTRUCTION OR DIRECTED BY
PAVEMENT MARKINGS SHALL BE INSTALLED THROUGHOUT THE PROJECT TO THE LIMITS OF 3.
ALL FINAL PERMANENT PAVEMENT MARKINGS TO BE EPOXY RESIN UNLESS OTHERWISE NOTED.2.
OTHERWISE NOTED.
ALL EXISTING SIGNS LOCATED WITHIN AND OUTSIDE OF THE SIGNING LIMITS ARE TO REMAIN UNLESS 1.
RIV
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RTS
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Phone: (860) 563-3044
ROCKY HILL, CT. 06067
SUITE 2B
500 ENTERPRISE DRIVE
07.07
GRASS
8 'CH
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WALL
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MB
R
PAD
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CO
NC. P
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44-102
REFERENCE : CONSTRUCTION PROJECT
EA
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LY
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AVENUE A
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LIN
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TR
EE
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LIN
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AP
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TR
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LIN
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(FND)
CHD
APPROX. STREET L
INE
APPROX. STREET LINE
(BIT CONC. PAVEMENT)
ROPE FERRY ROAD
APPROX. HIGHWAY LINE
APPROX. HIGHWAY LINE
TOWN OF WTFD.
N/F
WTFD.
TOWN OF
N/F
WTFD.
TOWN OF
N/F
WTFD.
TOWN OF
N/F
TOWN OF WTFD
LEASED TO TOWN OF WTFD
LEASED TO
TOWN OF WTFD
LEASED TO
TOWN OF WTFD
LEASED TO
TOWN OF WTFD
LEASED TO
MH
SAN.
APPROX. S/L
APPROX. STREET LINE
LINDA HARRINGTON
N/F DEW ENTERPRISES LLC
N/F
REAL ESTATE LLC
DAVID ENGDAHL
N/F
DOROTHY VARGAS
N/F
JLS PROPERTIES
N/F
ET AL
JOHN B. HOGAN
N/F
LLC
OBE ENTERPRISES
N/F
LLC
HILLYER PROPERTIES
N/F
LLC
OLDE MEGO POINT
N/F
BCLC
BC
LC
BC
LC
BC
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BC
LC
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STEPS
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BRIDGE #06026
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JOIN
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JOIN
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JOIN
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GAP
GAP
JOINT
FINISH_FLOOR
METAL_RAIL
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34+00 35+00 36+00 37+0038+00
39+00
40+00
41+00
42+00
43+00
E 1157806.4
7
N
679388.0
1
36+
83.6
4
PC
E 1158054.8
7N 679513.8
939+
63.4
0PT
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
8/30/2019
BLOCK:
SIGNATURE/
...\HWY\HW_MSH_0044_0154_TR-08.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
REHABILITATION OFBRIDGE NO. 06026
ROUTE 156 OVER NIANTIC RIVER
0044-0154
TR
JC
CO
NN
EC
TIC
UT
CO
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DIN
AT
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GRID
MA
TC
H
MA
RK
ST
A. 33+
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EE
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NO.
TR-07
MA
TC
H
MA
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TA. 4
3+
00 - S
EE
DR
AWIN
G
NO. T
R-09
CONSTRUCTION }
MARKING PLAN - 02
STA 36+48
12" STOP BAR,
12'
12'
5'
5'
TR-08
CENTERLINE (TYP)
4" DOUBLE YELLOW
4" WHITE EDGE LINE (TYP)
EAST LYME - WATERFORD
SIGNING AND PAVEMENT
RTE 15
6 (ROPE
FERRY ROAD)
MAGO POINT WAY
2N
D
ST
RE
ET
07.08MBAKERINTL.COM
Phone: (860) 563-3044
ROCKY HILL, CT. 06067
SUITE 2B
500 ENTERPRISE DRIVE
07.08
CO
NC
CU
RB
SOLID WHIT
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SOLID WHIT
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CO
NC
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REFERENCE : CONSTRUCTION PROJECT
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44+00
45+00
46+00
47+00
48+00
49+00
50+00
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9
N 680069.8
949+
00.0
0P
C
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5N 680127.0
150+
00.0
0PT
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
8/30/2019
BLOCK:
SIGNATURE/
...\HWY\HW_MSH_0044_0154_TR-09.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
REHABILITATION OFBRIDGE NO. 06026
ROUTE 156 OVER NIANTIC RIVER
0044-0154
TR
JC
CO
NN
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DIN
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GRID
MA
TC
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NO. T
R-08
END STATE PROJECT NO. 0044-0154
MATCH EXISTING PAVEMENT MARKINGS
MAIN ST / RTE 156 STA 49+50
CONSTRUCTION }
12'
12'
5'
5'
STA 45+25
4'
ST 46+85
STA 47+25
STA 48+35
12" STOP BAR,
TO 49+04.5
12" STOP BAR; STA 48+77.7
12'
12'
SIGNING AND PAVEMENTMARKING PLAN - 03
TR-09
4" WHITE LANE LINE (TYP)
CENTERLINE (TYP)
4" DOUBLE YELLOW
4" WHITE EDGE LINE (TYP)
2'
(TYP); STA 48+05
WHITE PAVEMENT ARROW 12'
12'
LINE (2' LINE AT 4' SPACES)
4" WHITE DOTTED EXTENSION
8'W WHITE EPOXY CROSSWALK (TYP)
#152-2
30INTERSECTIO
N
4" WHITE LANE LINE (TYP)
CENTERLINE (TYP)
4" DOUBLE YELLOW 4" WHITE EDGE LINE (TYP)
12'
2'
EAST LYME - WATERFORD
STA 48+95.2, 111.6' LT
EXISTING PAVEMENT MARKINGS
LIMIT OF MILL AND OVERLAY; MATCH
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07.09MBAKERINTL.COM
Phone: (860) 563-3044
ROCKY HILL, CT. 06067
SUITE 2B
500 ENTERPRISE DRIVE
07.09
POSTS
MTL.
#3552
SNET
SNET#134
CL+P#821
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0044-0154
TRAFFIC CONTROL
SIGNAL PLAN
WATERFORD
ENERGY BY TOWN
Shravya Markandeya
Jake Corbett
8"
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2
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M-F
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MAX 2
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TIME EST
INTERSECTION # 152-230
COORDINATION TYPE: TIME BASE
~1 ~2 ~3 ~4 ~5 ~6 ~7 ~8 ~ SEC
PHASE SPLITS SEC / %PERIOD
PERMIS
Shravya Markandeya
Jake Corbett
TR-10
UNMETERED SERVICE
MAINT LEVEL 5
NONE
SERVICE POLE # SNET 135
PRE-EMPTION 1 PRE-EMPTION 2 MOVEMENT DIAGRAM
SCALE 1" = 40'
80 40 0 80
A
W
A
B
EXIST. 31-0118 (RIGHT LANE MUST TURN RIGHT)
EXIST. 31-0222 (LEFT LANE MUST TURN LEFT, RIGHT LANE STRAIGHT)A
B
REV #
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GEORGE ST
ALL INDICATIONS HAVE LED LAMPS
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REVISION DESCRIPTION
PEDESTRIAN SIGNAL FACE
TRAFFIC SIGNAL FACE
DIRECTIONAL ARW. FOR PUSH BUTTON
PEDESTRIAN PUSH BUTTON & SIGN
PEDESTAL MOUNTING VIDEO DETECTOR
OPTICAL DETECTOR
SYSTEM DETECTOR
EXISTING CONTROLLER
PROPOSED HANDHOLE
DET. LEADS IN SAW CUT
AUXILIARY TERMINATION CABINET
AUXILIARY EQUIPMENT CABINET
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATION
PROPOSED WOOD SPAN POLE
EXISTING WOOD SPAN POLE
PROPOSED STEEL SPAN POLE
EXISTING STEEL SPAN POLE
PROPOSED UTILITY POLE
EXISTING UTILITY POLE
APPROVED DATE
AUDIO DETECTOR
GUY WIRE
LOOP DETECTOR
MAGNETIC DETECTOR
CABLE CLOSURE
WIRELESS SENSOR
WIRELESS RECEIVER
PROPOSED CONTROLLER
EXISTING HANDHOLE
EXISTING RMC (RIGID METAL CONDUIT)
PROPOSED RMC (RIGID METAL CONDUIT)
SIGNAL REVISED:SM # N/A
INSTALLATION OF VIDEO DETECTION SYSTEM ON WEST ST AND LEFT-TURN LANE
REV #STANDARD OVERLAP SKIP FEATURES APPLYPHASE 3 PHASE 4 PHASE 5 PHASE 6PHASE 2PHASE 1 PHASE 7 PHASE 8
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
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GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CLFLASH
NTOR
PED CLR
VEH EXT
MAX 1
MAX 2
YELLOW
RED
ADD INIT
MAX INIT
TBR
TTR
MIN GAP
MIN GRN
WALK
MODE
DRAWN BY
CHECKED BY
SUBMITTED BY
APPROVED BY
NO. DATE 9/17/2019 SCALE 1" = 40'
TECHNICAL NOTES
ELECTRICAL DESIGN
OFFICE RECORD
3
2
7
7
3.0
1.0
15
30
35
4.4
1.4
7
15
1
2
20
33
3
2.5
1
2
3
4
5
Y
Y
Y
R
R
G
G
R
R
R
G
G
R
R
R
G
G
R
R
R
G
G
G
R
R
Y
Y
Y
R
R
R
R
R
R
R
R
R
R
G
G
R
R
R
Y
Y
R
R
R
R
R
NON-LOCK MAX RECALL OFF NON LOCK OFF OFF OFF
OFF
DATE PLOTTED :
TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
pw:\\mb-us-pw.bentley.com:mb-us-pw-08\Documents\RockyHill_CT\01_Projects\Niantic_Bridge_Rehab\_Sheets\HWY\HW_MSH_0044_0154_TR-10.dgn
UNDER PROJECT NO. 0044-0154
GRN CL CL
OFF
PRE-EMPTION TO BE INOPERATIVE DURING FLASHING OPERATION
ON ROUTE 156. REPLACED AND RELOCATED STOP BAR FOR THE WEST ST APPROACH.
THIS PHASE
TIR # N/A
VIDEO DETECTION ZONE
INT START
TRAFFIC DESIGN
ENGINEER
R, Y, G RED, YEL, GRNVIDEO CAMERA CABLEVC
WIRELESS TRANSCEIVER
EQUIPMENT
MAINTAINS EMERGENCY PRE-EMPTION
TOWN OF WATERFORD OWNS AND 4.
MARKINGS
TOWN TO MAINTAIN ALL OTHER PAVEMENT 3.
STOP BARS
FERRY RD.) PAVEMENT MARKINGS AND ALL
STATE TO MAINTAIN ROUTE 156 (ROPE 2.
PAVEMENT MARKING AND SIGN LOCATIONS.
REFER TO TRAFFIC SHEET TR-09 FOR 1.
NOTES:
ID #
152-230-A
152-230-B
32'
32'
LENGTH
POLE
16"
16"
NA
NA
CIRCLE
BOLT
1991
1991
INSTALLED
YEAR
LENGTH
BRACKET
CAMERA
SPAN POLE INFORMATION:
SIGN LEGEND:
34' RT
RELOCATED TO STA 48+51.5,
PED PUSH BUTTON TO BE
EXISTING PEDESTAL MOUNTED
2" RMC, 14/7
2" RMC, 2-14/7
EXISTING 14/21
EXISTING 14/21, 14/12
EXISTING 14/12, 14/5
EXISTING 14/5
BUTTON TO REMAIN
MOUNTED PED PUSH
EXISTING PEDESTAL
2" RMC 14/7
DETAIL "A"
SIGNAL FACES: PHASING DIAGRAM: CONSTRUCTION NOTES:
PRE-EMPTION SETTINGS
PRIORITY
DET. LOCK
DELAY
ALT. MIN. GRN
ALT. YELLOW
ALT. RED
ALT. PED. CLR.
HOLD GREEN
HOLD YELLOW
HOLD RED
HOLD PHASE
EXIT PHASE
EXIT CALL
NO
NO
NO
NO
NONE
YES
0
5
15
4.4
1.4
2
4
NO
NO
NO
NO
NONE
YES
0
5
15
3
2.5
4
1
PRE-EMPT 1 PRE-EMPT 2
HANDHOLE
CONCRETE
INSTALL TYPE I
INSTALL NEW FOUNDATION WHEN RELOCATING PEDESTAL WITH A PUSH BUTTON.15.
VIDEO DETECTION BY USE OF VIDEO-360 CAMERA MOUNTED ON SPAN POLE ID# 152-230-B.14.
CONTROLLER CABINET.
DETECTOR CABLES ARE TO BE INSTALLED CONTINUOUS BETWEEN EACH DETECTOR AND THE 13.
DETERMINED BY THE MANUFACTURER OR HIS DESIGNATED REPRESENTATIVE.
VIDEO DETECTION LOCATIONS ARE FOR ILLUSTRATION ONLY. EXACT LOCATIONS SHALL BE 12.
CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR ALL MAINTENANCE & PROTECTION OF TRAFFIC DURING 11.
TO COMMENCING EXCAVATION.
CONTRACTOR IS RESPONSIBLE FOR NOTIFYING "CALL BEFORE YOU DIG (1-800-922-4455)" PRIOR 10.
SECTION 1.07 LEGAL RELATIONS AND RESPONSIBILITIES.
COORDINATE WITH UTILITY COMPANY REPRESENTATIVES LISTED IN THE SPECIAL PROVISION, 9.
CABINET WIRING DIAGRAMS.
MODIFY EXISTING CONTROLLER TO ACCOMMODATE CHANGES. SUPPLY 5 COPIES OF REVISED 8.
MODIFY CONTROLLER FOUNDATION TO ACCEPT NEW CONDUIT.7.
REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISION.6.
CLEAN EXISTING CONDUIT.5.
INSTALL 30" X 30" HANDHOLE.4.
PRIOR TO INSTALLATION.
MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE DIVISION OF TRAFFIC ENGINEERING
ANY PROPOSED REVISIONS TO THE LOCATION OF THE APPURTENANCES SHOWN ON THE PLAN 3.
STAKE ALL R.O.W. PRIOR TO EXCAVATION.2.
ALL TRAFFIC SIGNAL EQUIPMENT IS EXISTING EXCEPT AS NOTED.1.
DETECTORS
SIZE (WXL)IDENT TURNS MODE
36 X 30 VIDEO 360
SEE PLAN VIDEO 360
3
DELAY 3"
DELAY 8"
D1, D4
D4A
D4D4
A
D1
2" RMC, SPARE
2" RMC, 14/7
SYSTEM
EXISTING EMERGENCY VEHICLE PRE-EMPTION
R
Y
G
07.10
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
SCALE AS NOTED
8/8/2019
BLOCK:
SIGNATURE/
...\HWY\HW_MSH_0044_0154_TR-11.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
JC
TR
0044-0154
REHABILITATION OFBRIDGE NO. 06026
ROUTE 156 OVER NIANTIC RIVER
EAST LYME - WATERFORD
TR-11 ELECTRICAL CONDUIT
TRENCHING & BACKFILLING,
LEGEND AS SHOWN ON TRAFFIC CONTROL SIGNAL PLAN:
CT DOT
COMMUNICATION
CONDUIT
BURIED BELOW
CALL BEFORE
YOU DIG
1 - 800
922 - 4455
XMX
OW
CURB or EDGE OF ROAD
COMMUNICATION
PULL BOX
RMC (RIGID METAL CONDUIT)
SAND
BEVELED END
GROUND LINE
CONDUIT
SAND BACKFILL LEVEL
CONDUIT
UNPAVED EARTH
SUITABLE BACKFILL
SIGN FACE DETAIL
INTERCONNECT TYPICAL CURB CROSSING
4' (1.2
m)
MIN
4' (1.2
m)
MIN
NOTES:
1. RESTORE AREAS DISTURBED BY TRENCH TO ORIGINAL CONDITION.
OTHERWISE SHOWN ON PLANS OR DIRECTED BY ENGINEER.
CONDUIT
NOTES:
1. 4" x 4" (100 x 100) NOMINAL, PRESSURE TREATED WOOD POST.
STEEL LAG SCREW WITH NYLON WASHER ON FACE OF SIGN.
SPACE POSTS 1500'| (460 m|) APART.
36" (900) (MIN)
10' (3.0 m) (MIN)
36" (900) (MIN)
6" (150)
2" (50) (MIN)
1‚" (31)
1•" (38)
SIGN FACE ON ALL FOUR SIDES
ATTACH NUMBERS TO SIDE OF POST FACING CONDUIT.
INCLUDE "M" SUFFIX IF METERS.
TO TRENCH IN FEET (METERS) CONTAINING COMMUNICATION CABLE.
2ƒ" (69) (TYP)
…" (9) (TYP)
•" (13) (TYP)
4" (100) MIN
8" (200) MIN
24" (600)
MAX
(300)
12"
24" T
O
30"
NOTE 2
3.2' (1.0 m) MIN
22.5°- 48" (1200) RADIUS
BITUMINOUS SHOULDER
2. INSTALL PULL BOX A MINIMUM OF 10' (3.0 m) FROM CURB UNLESS
SIGN # 41-4669
4" (100) MIN.
SAW CUT EDGE
6" TO 12" (150 TO 300)
SAW CUT EDGE
CONDUIT
CONCRETE OVERLAY
EXISTING BITUMINOUS
EXISTING BITUMINOUS OR PCC PAVEMENT
EXISTING BITUMINOUS
24" T
O
30"
CONCRETE OVERLAY
BEDDING MATERIAL OR SAND
1. TOTAL HOT MIX ASPHALT (HMA) THICKNESS TO MATCH EXISTING BITUMINOUS
SAW CUT EDGE, TACK COAT, AND
SEAL JOINT AFTER PAVING. (TYP)
EXISTING GRADE
22.5°- 48" (1200) RADIUS
2. ATTACH SIGN TO POST WITH ‚" x 1‚" (6 x 31) STAINLESS
4. INSTALL POST APPROX 24" (600) FROM RMC IN VICINITY OF EACH PULL BOX.
5. INSTALL POSTS BETWEEN PULL BOXES, APPROX 10' (3.0 m) OFF CURB.
6. PERMANENTLY ATTACH STAINLESS STEEL NUMBERS INDICATING DISTANCE
SEE NOTE 6 3" (75)
12" (300)
UNDER EXISTING UTILITYCROSSING
30" (750) MAX TYP
CAUTION - CABLE BURIED BELOW
NOTE:
EXISTING UTILITY PIPE OR CONDUIT
NOTES:
DETECTABLE WARNING TAPE
8" (200) MIN.
12" (300) MIN.
NOTES:
CONCRETE AND PORTLAND CEMENT CONCRETE (PCC) THICKNESS.
2. WHEN ALLOWED BY ENGINEER, USE CONTROLLED LOW STRENGTH MATERIAL (CLSM)
AS BEDDING MATERIAL. TOP OF CLSM AT LEAST 20" (500) BELOW SURFACE.
SIDEWALK EARTH
NOTES:
1. IN MOWED AREAS: PLACE TOPSOIL, FERTILIZER, SEED, & MULCH.
4" (100) MIN
REFER TO NOTE 1
GENERAL NOTES:
1. TOP OF CONDUIT NO LESS THAN 24" (600) DEEP.
2. COMPACT BACKFILL IN 6" (150) LIFTS.
1. WHEN ENCOUNTERED AT APPROXIMATELY THE SAME
DEPTH, CROSS BENEATH.
INTERCONNECT CONDUIT
STANDARD SPECIFICATIONS, ARTICLE: 9.50
DETECTABLE WARNING TAPE
COMMUNICATION - ORANGE BACKGROUND / BLACK LEGEND
STANDARD SPECIFICATIONS, ARTICLE: 1.05.15
1. TAPE COLORS:
2. PROTECT & SUPPORT EXPOSED EXISTING UTILITY.
HAND COMPACTION NOT PERMITTED.
POWER - RED BACKGROUND / BLACK LEGEND
IDENTIFICATION POST
LEGEND - BLACK (OPAQUE).
3. SIGN COLORS: BACKGROUND - ORANGE (RETROREFLECTIVE)
(600
TO
750)
DETECTABLE
WARNING TAPE
(600
TO
750)
OVERLAYED PORTLAND CEMENT CONCRETE
PAVEMENT - BITUMINOUS CONCRETE OR
12" (300) 12" (300)
BE 4" MINIMUM COMPACTED PAVEMENT THICKNESS SHALL S0.375 TRAFFIC LEVEL 2 IN MULTIPLE 2"-3" LIFTSMATCH EXISTING PAVEMENT THICKNESS USING HMA
COMPACTED IN 4" LIFTS
PROCESSED AGGREGATE BASE MATERIAL
TRANSVERSE ENDS OF THE TRENCHTRAFFIC LEVEL 2, AND SAWCUTTRAFFIC LEVEL 2, OR 2" HMA S0.5MILL 2" THEN PLACE 2" HMA S0.375
TACK COAT EDGE (TYP.)
STANDARD SPECIFICATION, ARTICLE 3.04 AND SPECIAL PROVISION, SECTION 4.06.03
SAND
WARNING TAPE
SUITABLE BACKFILL
CONDUIT
24" (600)
MAX
8" (200) MIN4" (100) MIN
24" T
O
30"
12" (300)
SIDEWALK
NOTES:
1. WHERE CONCRETE SIDEWALK DAMAGED OR CUT, REPLACE THE
ENTIRE SECTION BETWEEN JOINTS. REPLACEMENT SIDEWALK IS
PAID FOR AT THE CONTRACT UNIT PRICE FOR "CONCRETE SIDEWALK".
STANDARD SPECIFICATIONS, ARTICLE: 9.21 & 9.22
DETECTABLE
(600
TO
750)
COMPACTED IN 4" LIFTS
GRANULAR FILL SHALL BE
8" (200)
07.11MBAKERINTL.COM
Phone: (860) 563-3044
ROCKY HILL, CT. 06067
SUITE 2B
500 ENTERPRISE DRIVE
07.11
D1 - SERIES
(
VARIABLE LEGEND & ARROW DIRECTION
51-5202
51-5203
D1-1
D9 - SERIES
D9-2
USE M5 & M6 SERIES
** FOR ARROW SUBPLATES
51-5405
VARIABLE ARROW DIRECTION
51-6714
51-6960 INFO
D10 - SERIES
BACKGROUND - BLUE
LEGEND - WHITE
AREA
REST
RECREATIONAL
RS-054
51-270651-2705
L or R
51-6802
51-6803
D-7
W or W/O ARROW
VARIABLE ARROW DIRECTION
0
.0
0
0
.0
N N
00
CARDINAL DIRECTION VARIABLE - N, S, E, W
E5 - SERIES
E5-1a
EXIT
I - SERIES
River
(Variable)
INCORPORATED (DATE)OR SETTLED
(Town Name)
TOWN LINE
VARIABLE: TOWN / CITY
VARIABLE: RIVER, BROOK, CREEK
M1 - SERIESM1-1
LEGEND - WHITE
BACKGROUND - RED & BLUE
CONNECTICUT
INTERSTATE
00
M1-4
LEGEND - BLACK
BACKGROUND - WHITE
00
M1-5
LEGEND - BLACK
BACKGROUND - WHITE
00
M2 - SERIESM2-1
JCT
M3 - SERIES
M3-1
M3-2
NORTH
EAST
SOUTH
M3-3
W EST
M3-4
M4 - SERIESM4-5
TO
M5 - SERIES
M5-1
M5-2
M6 - SERIES
M6-1
M6-2
M6-4
L or R
M6-3
SYMBOL - WHITE
BACKGROUND - BLUE
51-6504
51-6505
NOTES:
COLORS:
SIGNS OF DIFFERENT DIMENSIONS TO BE ERECTED ON THE SAME POSTS, OR SPAN/MAST ARM MOUNTED,
MAY REQUIRE SPECIAL BOLT HOLE PATTERNS.
1. FOR SPECIFIC SIGN DESIGN CONTACT CONN. D.O.T., DIVISION OF TRAFFIC ENGINEERING.
4. SIGNS SHALL BE FABRICATED OF ONE CONTINUOUS PIECE OF SHEET ALUMINUM.
SPLICING OF SHEET ALUMINUM WILL NOT BE ACCEPTED.
FOR BOLT HOLE PATTERN REFER TO FHWA PUBLICATION "STANDARD HIGHWAY SIGNS".
I - SERIES
(EXCEPT AS NOTED)
M2 - M6 SERIES
E - SERIES
ALL OTHER D-SERIES AS NOTED
D - SERIES
BACKGROUND-GREEN, LEGEND-WHITE
BACKGROUND-GREEN, LEGEND-WHITE
D5 - SERIES
E5-1a
00
EXIT EXIT
00
7.50
36X30
51-5937
2
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
38.50
84X66
51-2082
3
.125
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
D3 - SERIES
4.00
6.25
30X30
24X24
51-1448
51-1445
1
1
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
5.00
10.00
60X24
60X12
51-5202
51-5203
2
2
.100
.100
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
D1-2
4.00
24X24
51-6788
1
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
42.25
78X78
51-6901
.125
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
2
2.25
36X9
2
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
4.00
24X24
51-6873
1
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
3.00
4.00
5.00
12X60
12X48
12X36 51-5103
51-5104
51-5105
1
1
1 .080
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
2.19
2.19
21X15
21X15
51-2705
51-2706
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
4.17
8.33
60X24
60X12
51-6802
51-6803
2
2
.100
.100
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
30.00
72X60
.125
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
51-6150
2
32.50
.125
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
2
78X60
1.50
4.50
12.00
48X36
36X18
18X12 51-2009
51-2007
51-2051
2
2
1 .080
.080
.100
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
7.50
40X27
51-2020
2
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
2.19
2.19
21X15
21X15
51-6640
51-6610
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #COLOR ALUM.
THK.
(1)
(2)
3.20
3.99
7.20
8.99 45X36
36X36
30X24
24X24 51-6662
51-6663
51-6666
51-6667 2
2
1
1 .080
.080
.080
.100
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
4.00
5.00
9.00
11.25 45X36
36X36
30X24
24X24 51-6615
51-6644
51-6635
51-6645 2
2
1
1 .080
.080
.080
.100
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
4.00
5.00
9.00
11.25 45X36
36X36
30X24
24X24 51-6616
51-6647
51-6636
51-6646 2
2
1
1 .080
.080
.080
.100
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
2.00
2.00
4.50
4.50 36X18
36X18
24X12
24X12 51-6654
51-6614
51-6658
51-6628
.080
.080
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #COLOR ALUM.
THK.
(1)
(2)
(1)
(2)
2.00
2.00
4.50
4.50 36X18
36X18
24X12
24X12 51-6651
51-6611
51-6655
51-6625
.080
.080
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #COLOR ALUM.
THK.
(1)
(2)
(1)
(2)
2.00
2.00
4.50
4.50 36X18
36X18
24X12
24X12 51-6652
51-6612
51-6656
51-6626
.080
.080
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #COLOR ALUM.
THK.
(1)
(2)
(1)
(2)
2.00
2.00
4.50
4.50 36X18
36X18
24X12
24X12 51-6653
51-6613
51-6657
51-6627
.080
.080
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #COLOR ALUM.
THK.
(1)
(2)
(1)
(2)
2.00
2.00
24X12
24X12
51-6650
51-6620
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #COLOR ALUM.
THK.
(1)
(2)
2.19
2.19
21X15
21X15
51-2686
51-2626
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #COLOR ALUM.
THK.
(1)
(2)
2.19
2.19
21X15
21X15
51-2697
51-2627
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #COLOR ALUM.
THK.
(1)
(2)
2.19
2.19
21X15
21X15
51-2685
51-2625
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #COLOR ALUM.
THK.
(1)
(2)
0.75
1.50
18X12
18X6
51-6504
51-6505
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
3.00
18X24
51-5943
1
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
D5-2b
FOR USE AT "NO NUMBERED" EXITS
LEGEND - WHITE
BACKGROUND - BLUE
TO BE SUBMOUNTED W/ 51-5943
BACKGROUND - WHITE
LEGEND - BLACK
BACKGROUND - BLUE
LEGEND - WHITE
39.00
72X78
51-6158
.125
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
2
(1) BACKGROUND-BLUE, LEGEND-WHITE
(2) BACKGROUND-WHITE, LEGEND-BLACK
RS- SERIESD7 - SERIES
D7, RS BACKGROUND-BROWN, LEGEND-WHITE
D1, 2, 3, 4, 10 BACKGROUND-GREEN, LEGEND-WHITE
D9 BACKGROUND-BLUE, LEGEND-WHITE
.0
N
0
6.75
18X54
51-5307
1
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
SHIELD AND NUMERALS ARE VARIABLECARDINAL DIRECTION,
2. POSTS - SEE STANDARD SHEET TR-1208_02 - "METAL SIGN POSTS AND SIGN MOUNTING DETAILS."
D4 - SERIES
5.00
7.50
30X36
24X30
51-6006
51-6007
1
1
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
5.00
7.50
30X36
24X30
51-6033
51-6034
1
1
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
5.00
7.50
30X36
24X30
51-6044
51-6045
1
1
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
RIDE
PARK -
RIDE
PARK -
RIDE
PARK -
D4-2
D4-2
D4-2
SERVICE
PLAZA
Variable
Variable
Variable
Variable
Variable
Variable
6.00
7.50
9.00
10.50 84X18
72X18
60X18
48X18 51-2004
51-2001
51-2002
51-2003 2
2
2
2 .100
.100
.125
.125
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
Variable Road Name
D3-1 D10-4
RS-117
4.00
24X24
51-7872
1
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
E5-1a
EXIT
45.00
.125
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
2
108X60
E5-1a
57.50
.125
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
2
138X60
I-3
I-7
Variable
Variable
Variable
MANAGEMENTINCIDENT
VARIABLE ARROW DIRECTION
VARIABLE ARROW DIRECTION
VARIABLE ARROW DIRECTION
00 B
EXIT
00 B
EXIT
00A-B
EXIT
00A-B
CONNECTICUT
INTERSTATE
000
000
000
51-6662
51-6666
51-6663
51-6667
51-6615
51-6635
51-6644
51-6645
51-6616
51-6636
51-6647
51-6646
1 or 2 DIGITS
VARIABLE:
3 DIGITS
VARIABLE:
1 or 2 DIGITS
VARIABLE:
3 DIGITS
VARIABLE:
1 or 2 DIGITS
VARIABLE:
3 DIGITS
VARIABLE:
3. POSTS SHALL BE 4 LBS./FT.
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
10/22/2019
BLOCK:
SIGNATURE/
...\Traffic\CTDOT_TRAFFIC_GS.dgn
Border Version: 11/14/08
Plotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
1
SIGN FACE SHEET ALUMINUM6-2018 NEW SHEET ISSUED TR-GS_03
A. MERMELSTEIN
B. SCHILLING
Z
NOT TO SCALE2
3
51-6124 51-6125
51-6126 51-6127
51-6128 51-6129
51-2690 51-2691
51-2630 51-2631
51-2688 51-2689
51-2629 51-2628
51-2609
2.19
2.19
2.19
2.19 21X15
21X15
21X15
21X15 .080
.080
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #COLOR ALUM.
THK.
(1)
(1)
(2)
(2)
51-2690
51-2691
51-2630
51-2631
2.19
2.19
2.19
2.19 21X15
21X15
21X15
21X15 .080
.080
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #COLOR ALUM.
THK.
(1)
(1)
(2)
(2)
51-2692
51-2693
51-2632
51-2633
2.19
2.19
2.19
2.19 21X15
21X15
21X15
21X15 .080
.080
.080
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #COLOR ALUM.
THK.
(1)
(1)
(2)
(2)
4.38 30X21 .080(2)
51-2688
51-2689
51-2628
51-2629
51-2609
51-2632
51-2692
51-2633
51-2693
BROWN WHICH SHALL BE TYPE IV RETROREFLECTIVE AND BLACK WHICH SHALL BE OPAQUE.
ALL COLORS SHALL BE TYPE IX RETROREFLECTIVE WITH THE EXCEPTION OF
7-2018 REVISED BROWN COLOR TO TYPE IV. TR-GS_03
D,RS,E,I,&M SERIES TYPICAL SIGN DETAILS
TR-GS_03
VARIABLE EXIT NUMBER
D4-2
38.50
84X66
51-2095
3
.125
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
VARIABLE EXIT NUMBER
D4-2
38.50
84X66
51-2097
3
.125
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
VARIABLE EXIT NUMBER
D4-2
38.50
84X66
51-2099
3
.125
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
VARIABLE EXIT NUMBER
D4-2
PARKING
AREA
PATROLLED
12-2018 TR-GS_03
51-6705
VARIABLE ARROW DIRECTION
51-6706
51-6708
51-6709
DIESEL
FOOD
GAS
LODGING
2.25
36X9
2
.080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
CAMPING
STATE POLICE
REVISED D2, D3, D9, AND I SIGN SERIES.
REHABILITATION OF BRIDGE
NO. 06026
ROUTE 156 OVER NANTIC RIVER
EAST LYME-WATERFORD 044-0154
BIKE ROUTE
3.00
24X18 51-1354
1 .080
AREA
(SQ. FT) (INCHES)
SIZE CONN.
D.O.T. #POSTS ALUM.
THK.
D11-1
THIS SIGN ADDED FOR THIS PROJECT ONLY.
07.12203.234.7862
NORTH HAVEN, CT 06473
116 WASHINGTON AVENUE
Traffic � Infrastructure � Planning
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