movable bridge resource · 2019. 12. 7. · number drawing number drawing index of drawings drawing...

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

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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



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



Traffic � Infrastructure � Planning

MGK

TR-02RSG

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

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DRAWING NO.

SHEET NO.











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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.




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




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JOINT REPLACEMENT - ABUTMENT 1 TO PIER 4 - STAGE 2A:

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FINES

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DOUBLED

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03-15

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END

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ETUOR

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@ 20'

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DRUMS

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AHEAD

ROAD03-19

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AHEAD

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ROAD WORK

END

OF TRAFFIC - STAGE A

SEE TR-02 FOR GENERAL NOTES.1.

32+00

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END

@ 20' O.C.

5 TRAFFIC DRUMS

100' SHIFT TAPER

40' (TYP.)

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DRUMS100'

SHIFT TAPER

400'

AHEAD

ROAD WORK

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JOINT REPLACEMENT - PIER 5 TO PIER 8 - STAGE 2B:

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400'

AHEAD

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DRUMS100'

SHIFT TAPER

400'

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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)

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07.05203.234.7862




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95

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

10/22/2019

BLOCK:

SIGNATURE/

...\TR_MSH_DTR_44-154_TR-06.dgn


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

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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

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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

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FOLLOW

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MESSAGE SIGN

REMOTE CONTROLLED CHANGEABLE

CO

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TO

06-28

80-9081

SPACED AT 20' O.C.

WITH TRAFFIC DRUMS

TO INTERSECTION

CLOSE LANE 250' PRIOR

500'500'500'

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06-31

80-9847

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AE

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DETAIL A:

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DETAIL A

06-34

80-9076

SIDEWALKCLOSED

06-35

80-9076

80-9870

DETAIL B

CLOSED

156

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06-33

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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




DETAIL C

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SCALE: N.T.S.

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80-9080

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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




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METAL_RAILMETAL

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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

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PT

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








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


0044-0154

TR

JC

BEGIN STATE PROJECT NO. 0044-0154

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

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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

ER RO

AD

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RTS

NIAM(

651

ETR

LEFT/RIGHT)

(BICYCLE/PEDS KEEP

RELOCATE EXIST SIGN;

07.07MBAKERINTL.COM

Phone: (860) 563-3044


SUITE 2B


07.07

GRASS

8 'CH

LNK FENCE

6 'CH LNK FENCE

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BIT WALK

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BIT RD

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2 STORY

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(BIT CONC. PAVEMENT)

ROPE FERRY ROAD



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

LC

BC

LC

TIMBER EGDING

14"SPRUCE

SOLID WHITE

DBL YELLOW

SOLID WHITE

GRAN SL CURB

CONC WALK

PARAPET

PARAPET

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GATE

CB

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CB

"C-L"

BA

R

ST

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LIGHT

SPAN W/

H.H.'S

POST

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CONTROL

MAIN STREET156

(BIT CONC. PAVEMENT)

STEPS

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ER

BRIDGE #06026

GRAN CURB

RAIL

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JOIN

T

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T

JOIN

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LIGHTS

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H.H.'S

0.5'SQ.

0.5'SQ.

METAL

GAP

GAP

JOINT

FINISH_FLOOR

METAL_RAIL

METAL

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:


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CONSTRUCTION }

MARKING PLAN - 02

STA 36+48

12" STOP BAR,

12'

12'

5'

5'

TR-08

CENTERLINE (TYP)

4" DOUBLE YELLOW



SIGNING AND PAVEMENT

RTE 15

6 (ROPE

FERRY ROAD)

MAGO POINT WAY

2N

D

ST

RE

ET

07.08MBAKERINTL.COM

Phone: (860) 563-3044


SUITE 2B


07.08

CO

NC

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STOP BAR

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PARAPET

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GRAN SL

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GRAN CURB

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E

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DBL YELLOW

43+00

44+00

45+00

46+00

47+00

48+00

49+00

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E 1158808.5

9

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C

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5N 680127.0

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TA. 4

3+

00 - S

EE

DR

AWIN

G

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


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'


STA 48+95.2, 111.6' LT

EXISTING PAVEMENT MARKINGS

LIMIT OF MILL AND OVERLAY; MATCH

EA

ST S

T

WES

T S

T

)DAOR YRREF EPOR( 651 ETR

07.09MBAKERINTL.COM

Phone: (860) 563-3044


SUITE 2B


07.09

POSTS

MTL.

#3552

SNET

SNET#134

CL+P#821

SNET#136

44+00

45+00

46+00

47+00

48+00

49+00

50+00

DII

VSIO

N

FOTRAFFIC ENGIN

EERIN

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CONSTRUCTION }

0044-0154

TRAFFIC CONTROL

SIGNAL PLAN

WATERFORD

ENERGY BY TOWN

Shravya Markandeya

Jake Corbett

8"

R

Y

G

R

Y

G

8"

12"

12"R

Y

G

8"

12"

4

1

2

3

3

4

5

Y

1 2, 3 4, 5

ROUTE 156 (ROPE FERRY RD)

AT WEST ST

1

2

1

2

3

3

4 4

FLASH

FUNCTION

PROGRAM

DAYS

ALL OTHER TIMES

M-F

MAX 1

MAX 2

CYCLE

OFFSET

SEC %

SYSTEM LOC

MASTER

Y

0600-08001500-1800

MA

TC

H

MA

RK S

TA. 4

3+

50

DAILY

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 #

49+00

EA

ST S

T

WES

T S

T

)DAOR YRREF EPOR( 651 ETR

GEORGE ST

ALL INDICATIONS HAVE LED LAMPS

Thomas Roach Thomas Roach

Thomas RoachThomas Roach

1

2

1

2

3

3

4 4

SEE DETAIL A

W

W

APPROX. STREET LINE

AP

PR

OX. S

TR

EE

T

LIN

E

AP

PR

OX. S

TR

EE

T

LIN

E

AP

PR

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LIN

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APPROX. STREET LINE

APPROX. HIG

HWAY LIN

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AP

PR

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ST

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WA

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1

2

4

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ø

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SNET#135

CB

CB

CB

CB

CB

CB

W

ID#152-230-A

ID#152-230-B

2" RMC, CAT6

2" RMC,14/21

1" RMC, 8/2 SERVICE

EXISTING

JT

T

J

NONE

S

L

A

V

R

E

T

N

I

#

E

C

A

F

Y

WALK/ PED. CLR

DON'T WALK

FLASHING

RED ARROW

YELLOW ARROW

GREEN ARROW

LEGEND:

D.W.

FL.

R

WO/

SD

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



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

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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

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G

R

R

R

G

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R

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R

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R

R

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Y

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R

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R

R

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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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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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


SUITE 2B


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


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




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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











10/22/2019

BLOCK:

SIGNATURE/

...\Traffic\CTDOT_TRAFFIC_GS.dgn


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.


D4-2

38.50

84X66

51-2097

3

.125

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.


D4-2

38.50

84X66

51-2099

3

.125

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.


D4-2

PARKING

AREA

PATROLLED

12-2018 TR-GS_03

51-6705


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


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


