MEMORIAL HIGHWAY

MTA PROJECT MANAGER:

CONSULTANT PROJECT MANAGER:

MEMORIAL HIGHWAY

THE GOLD STAR

RAL

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909

340 County Road, Suite 6-C

Westbrook, ME 04092

Filena

me:

002_

General Notes.d

gn

Date:1/27/2020

CONTRACT:

SHEET NUMBER:

OF

Scale:

No. Revision By Date

Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed

2020.05

R. BRUCE MUNGER, P.E.

RBM

WWL

NOT TO SCALE

19

TOLL PLAZA ORT EQUIPMENT UPDATE

NEW GLOUCESTER/W. GARDINER BARRIER

2

GN-01TC 1/20

1/20

1/20

1/20 WILLIAM H. YATES III

GENERAL NOTES & ESTIMATED QUANTITIES

TOLLING - GENERAL

GENERAL TOLLING - DEMOLITION

TOLLING - ORT

TOLL SYSTEM INTEGRATORPAVING NOTES (NEW GLOUCESTER ONLY)

ESTIMATED QUANTITIES

ITEM NO. ITEM DESCRIPTION TOTAL QUANTITY

INCIDENTAL TO THE CONTRACT.

3. REMOVAL, DISPOSAL, AND SALVAGE OF IDENTIFIED EQUIPMENT SHALL BE

STREET, SUITE 38 IN PORTLAND.

B. EXISTING AVI ANTENNAS - DELIVERED TO TRANSCORE AT 190 RIVERSIDE

MTA SIGN SHOP IN CUMBERLAND.

A. EXISTING CASH LANE USE SIGNAL LED LAMPS ONLY - DELIVERED TO

2. THE CONTRACTOR SHALL REMOVE AND SALVAGE THE FOLLOWING:

A. EXISTING CASH LANE USE SIGNALS. (LED LAMPS SHALL BE SALVAGED)

1. THE CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE THE FOLLOWING:

SIGNAL - INCIDENTAL TO ITEM 643.711)

SECURING LANE USE SIGNAL PELCO MOUNTING DEVICES AND WIRING

RESET AS NECESSARY TO ACCESS INTERIOR OF THE CANOPY FASCIA FOR

(TOLL CANOPY SUSPENDED CEILING PANELS SHALL BE REMOVED AND

B. 6 RED 'X'/GREEN 'ARROW' LANE USE SIGNALS ON FRONT OF CANOPY.

FOR REPLACEMENT SIGNALS)

(ANTICIPATE USING IN PLACE WIRING TO EXISTING LANE USE SIGNALS

A. ALL NECESSARY JUNCTION BOXES, CONDUIT AND ASSOCIATED WIRING.

1. THE CONTRACTOR SHALL PROVIDE AND INSTALL THE FOLLOWING ITEMS:

JOINTS TO PREVENT CUTS THROUGH LOOPS.

1. COORDINATE LOOP LOCATIONS WITH SYSTEM INTEGRATOR FOR SOFT CUT

TESTING AND COMMISSIONING HAS BEEN ACCEPTED BY THE MTA.

TOLLING EQUIPMENT HAS BEEN INSTALLED IN THE RESPECTIVE LANE AND

3. THE ORT LANES SHALL NOT BE OPENED TO TRAFFIC UNTIL AFTER ALL NEW

BEGINS AFTER THE LAST ZONE INSTALLATION IS COMPLETE.

LAGGING IN PROGRESS, THE 42 DAYS FOR TESTING AND COMMISSIONING PERIOD

COMMISSION ORT EQUIPMENT FOR EACH PLAZA. IF NB AND SB ZONES ARE

2. TOLL SYSTEM INTEGRATOR SHALL HAVE 42 CALENDAR DAYS TO TEST AND

COORDINATE WITH MTA, TRANSCORE, AND CONTRACTOR.

EQUIPMENT DURING THE CONTRACTOR'S INSTALLATION PERIOD - RESIDENT TO

OPENING THE ORT ZONES TO TRAFFIC. SYSTEM INTEGRATOR WILL TERMINATE

AFTER THE CONTRACTOR'S INSTALLATION WORK IS COMPLETE AND PRIOR TO

AND COMMISSIONING OF THE NEW TOLLING EQUIPMENT IN EACH ORT ZONE

1. THE CONTRACTOR'S SCHEDULE OF WORK SHALL ACCOUNT FOR THE TESTING

TOLLING - CASH LANE (NEW GLOUCESTER ONLY)

MADE UNDER ITEM 403.208.

4. PAYMENT FOR HOT MIX ASPHALT 12.5 MM NOMINAL MAXIMUM SIZE WILL BE

PROPOSED HMA.

3. BITUMINOUS TACK COAT IS REQUIRED BETWEEN EXISTING PAVEMENT AND

JOINTS. PAYMENT SHALL BE INCIDENTAL TO ITEM 403.208.

APPLIED AT THE TOP SURFACE LIFT TO ALL TRANSVERSE AND LONGITUDINAL

2. A COATING OF HOT RUBBERIZED ASPHALT (ASTM D6690 TYPE IV) SHALL BE

NOMINAL MAXIMUM SIZE.

PLAZAS SHALL BE MILLED AND REPAVED USING 1•" HOT MIX ASPHALT 12.5 MM

1. 10' OF THE ORT APPROACH AND DEPARTURE AREAS FOR THE NB AND SB

4. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT AS BUILT PLANS.

CONTRACTOR.

GLOUCESTER TOLL PLAZA AND WEST GARDINER TOLL PLAZA TO THE

3. UPON REQUEST, THE MTA WILL SUPPLY AS-BUILT PLANS OF THE NEW

OTHERWISE SHOWN ON THE PLANS.

EMPLOYEE PARKING LOTS OF THE PLAZAS DURING CONSTRUCTION UNLESS

2. CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS FOR MTA TO THE

THESE PLANS.

AND SEDIMENT CONTROL LATEST REVISION UNLESS OTHERWISE INCLUDED IN

LATEST REVISION AND MaineDOT BEST MANAGEMENT PRACTICES FOR EROSION

TRANSPORTATION (MaineDOT) STANDARD DETAILS HIGHWAYS AND BRIDGES

1. ALL DETAILS SHALL BE IN CONFORMANCE WITH MAINE DEPARTMENT OF

UTILITY

THE CONTRACTOR'S PAYMENTS.

MARKINGS, THE AUTHORITY SHALL DEDUCT THE ADDED MARKING COSTS FROM

TO MAINTAIN THE AUTHORITY'S PREVIOUSLY ESTABLISHED UTILITY LOCATION

ADDITIONAL EXCAVATION LOCATIONS MARKED, OR SHOULD THE CONTRACTOR FAIL

SHOULD THE CONTRACTOR NEED ADDITIONAL SIGN LOCATIONS AND/OR

FIELD VISITS FOR MAINE TURNPIKE UTILITY COORDINATION ON THIS PROJECT.

UTILITIES IN THE MARKED AREAS. THE AUTHORITY HAS PROGRAMMED TWO

UTILITIES, OR NOTIFIED THE RESIDENT THERE ARE NO UNDERGROUND

UNTIL THE AUTHORITY HAS LOCATED AND MARKED THEIR UNDERGROUND

EXCAVATION AND CONSTRUCTION SIGN INSTALLATION WILL NOT BE PERMITTED

EXCAVATION LOCATIONS SHALL BE MARKED AT THE TIME OF NOTIFICATION.

UNDERGROUND UTILITY LOCATION. ALL PROPOSED SIGN LOCATIONS AND

CONSTRUCTION SO THE RESIDENT CAN ARRANGE FOR MAINE TURNPIKE

2. THE CONTRACTOR SHALL NOTIFY THE RESIDENT 10 DAYS PRIOR TO

TO THE START OF WORK.

1. THE CONTRACTOR IS REQUIRED TO CALL DIG SAFE AT 1-888-344-7233 PRIOR

QUANTITY

NEW GLOUCESTER

QUANTITY

WEST GARDINERUNIT

LS

EA

EA

EA

EA

LF

LF

LF

LF

LF

LF

LF

LF

LF

EA

EA

LS

EA

CD

EA

LS

SF

EA

EA

EA

EA

HR

HR

HR

HR

HR

HR

HR

HR

LF

SF

LF

LF

LF

LF

SY

SY

LS

LB

CY

GAL

TON

SY

SY

0.5

15

16

8

18

300

500

250

1000

100

1200

5000

6500

6000

12

8

1

6

16

2

0.75

1080

100

4

2

6

10

10

10

10

5

5

5

5

8400

8800

1000

3550

7000

1900

55

420

0.5

120

40

10

20

140

420

0.5

15

16

8

18

300

500

250

1000

100

1200

5000

6500

6000

12

8

0

6

8

2

0.25

520

100

4

2

0

10

10

10

10

5

5

5

5

0

0

0

4250

0

0

0

0

0.5

0

0

0

0

0

0

1

30

32

16

36

600

1000

500

2000

200

2400

10000

13000

12000

24

16

1

12

24

4

1

1600

200

8

4

6

20

20

20

20

10

10

10

10

8400

8800

1000

7800

7000

1900

55

420

1

120

40

10

20

140

420

A. REAR VCARS (SYSTEM INTEGRATOR - TERMINATE ONLY)

4. THE CONTRACTOR SHALL REMOVE AND RESET THE FOLLOWING:

D. AVI ANTENNAE (PROVIDE AND TERMINATE ONLY)

TERMINATE ONLY)

C. MULTI-PROTOCOL READERS (PROVIDE AND

TERMINATE ONLY)

B. OPUS SCANNERS AND TDK LAMBDA 48V TRANSFORMERS (PROVIDE AND

A. IVIS LOOP SENSORS.

FOLLOWING ITEMS:

3. SYSTEM INTEGRATOR SHALL PROVIDE, INSTALL AND TERMINATE THE

ONLY)

OVERLAY PER SECTION 515 OF SPECIAL PROVISIONS. (NEW GLOUCESTER

E. EPOXY OVERLAY - ALL IVIS LANE SENSOR LOOPS SHALL HAVE AN EPOXY

COATING. (NEW GLOUCESTER ONLY)

D. CONCRETE, SYNTHETIC FIBER REINFORCEMENT, AND CLEAR PROTECTIVE

C. KLIK-ITS FOR LANE SENSOR HOME RUN TERMINATION.

ASSOCIATED WIRING.B. ALL REQUIRED JUNCTION BOXES, CONDUIT, AND

A. AVI ANTENNA BRACKETS FOR MOUNTING TO 3" PIPE.

2. THE CONTRACTOR SHALL PROVIDE AND INSTALL THE FOLLOWING:

C. 16 AVI ANTENNAS AND LANE KITS.

POWER SUPPLY CABINETS.

B. 24 OPUS SCANNERS, TDK LAMBDA 48V TRANSFORMERS, AND ASSOCIATED

CONCRETE. (NEW GLOUCESTER ONLY)

A. IVIS LOOP SENSORS AND ASSOCIATED TEMPLATES FOR CUTTING

INSTALLED BY THE CONTRACTOR:

1. SYSTEM INTEGRATOR SHALL PROVIDE THE FOLLOWING ITEMS TO BE

659.10

655.55

655.52

655.31

655.30

655.210

655.208

655.206

655.171

655.17

655.151

655.141

655.12

655.11

655.08

655.05

655.04

655.031

652.45

652.41

652.361

652.35

652.33

652.312

652.30

643.711

631.54

631.53

631.52

631.51

631.36

631.11

631.10

629.05

627.78

627.77

627.731

627.73

627.712

627.18

515.23

515.202

504.91

503.90

502.262

409.15

403.208

202.202

202.12311

MOBILIZATION

3" GALVANIZED RIGID METAL CONDUIT CONDULETS

1" GALVANIZED RIGID METAL CONDUIT CONDULETS

18"X18"X6" GALVANIZED STEEL JUNCTION BOX

12"X12"X6" GALVANIZED STEEL JUNCTION BOX

3/4" LIQUID TIGHT METALLIC FLEXIBLE CONDUIT

3" GALVANIZED RIGID METAL CONDUIT

1" GALVANIZED RIGID METAL CONDUIT

E-6 READER SYNC CABLE (IMSA 50-2 #18)

IVIS HOMERUN LOOP CABLE (IMSA 50-2 #14)

LMR 600 CABLE

4PR/24 (CATEGORY 5E) SHIELDED CABLE

#12 AWG WIRE

#10 AWG WIRE

OPUS MOUNT INSTALLATION

INSTALLATION OF AVI ANTENNAS

INSTALLATION OF SENSOR LOOPS

REMOVE AND RESET REAR VCARS MOUNT

TRUCK MOUNTED ATTENUATOR

PORTABLE-CHANGEABLE MESSAGE SIGN

MAINTENANCE OF TRAFFIC CONTROL DEVICES

CONSTRUCTION SIGNS

DRUMS

TYPE III BARRICADES

FLASHING ARROW

LANE USE SIGNAL

ELECTRICIAN'S APPRENTICE

ELECTRICIAN

SCISSOR LIFT

BUCKET TRUCK

FOREMAN

AIR TOOL (INCLUDING OPERATOR)

AIR COMPRESSOR (INCLUDING OPERATOR)

HAND LABOR, STRAIGHT TIME

TEMPORARY PAVEMENT MARKING LINE, WHITE OR YELLOW

REMOVING EXISTING PAVEMENT MARKING

TEMPORARY 6 INCH BLACK PAVEMENT MARKING TAPE

TEMPORARY 6 INCH PAVEMENT MARKING TAPE

WHITE OR YELLOW PAVEMENT MARKING LINE

12 INCH SOLID WHITE PAVEMENT MARKING TAPE

EPOXY OVERLAY

CLEAR PROTECTIVE COATING FOR CONCRETE SURFACES

MOUNTING BRACKET ASSEMBLIES

SYNTHETIC FIBER REINFORCEMENT

STRUCTURAL CONCRETE ROADWAY SLAB WEARING SURFACE

BITUMINOUS TACK COAT RS-1 OR RS-1h -APPLIED

HOT MIX ASPHALT, 12.5 MM NOMINAL MAXIMUM SIZE

REMOVING PAVEMENT SURFACE

MILLING CONCRETE ORT SLAB -TOP 3"



MEMORIAL HIGHWAY

THE GOLD STAR

RAL

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


Westbrook, ME 04092

Filena

me:

003_

MO

T01.d

gn

Date:1/27/2020

CONTRACT:

SHEET NUMBER:

OF

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed RBM

WWL


2020.05

MT-01

NEW GLOUCESTER ORT

MAINTENANCE OF TRAFFIC



193

TC 1/20

1/20

1/20


X X X X X X X X X X X X X X X X X X

XXXXXXXXXXXXXXXX

F

F

5068

294.7

0

GR

AIL

+29

5069

295.3

0

MT

A-

DIG

SA

FE

5070

295.5

7

ST

A-

33

PK

5625

294.2

0

BO

RIN

G

5626

294.2

1

BO

RIN

G

5627

295.5

3

ST-

33

CH

K

25 0 25 50

SCALE IN FEET

3362+00 3363+00 3364+00 3365+00 3366+00 3367+00 3368+00 3369+00

1 MILE

ROAD

WORK

W20-1

50LIMIT

SPEED

W3-5

50FINES

DOUBLE

LIMIT

SPEED

WORK

ZONE

R2-6aP

G20-5aP

R2-1

2'-0"

I-95 SOUTHBOUND

I-95 NORTHBOUND

END

ROAD WORK

WORK

ZONE

SPEED

END

LIMIT

500'500'

R2-12G20-2

W1-4bR

3'-0

"

500'

50FINES

DOUBLE

LIMIT

SPEED

WORK

ZONE

R2-6aP

G20-5aP

R2-1

ROAD

NARROWS

W5-1

TAPER

SHIFT

BEGINNING

2640' 500'500'840'840'

ADVANCE WARNING

N.T.S.

TAPER

SHIFT

BEGINNING

2. MOT PLANS ARE FOR NEW GLOUCESTER ONLY.

PRIOR TO SCHEDULING THE WORK.

MARKINGS SHALL BE COORDINATED WITH THE RESIDENT

PAINTED PAVEMENT MARKINGS. REMOVAL OF PAVEMENT

SOLID WHITE EDGE LINES (TSWEL) SHALL BE TEMPORARY 6" TEMPORARY 6 INCH PAVEMENT MARKING TAPE. TEMPORARY 1. TEMPORARY SOLID YELLOW EDGE LINES (TSYEL) SHALL BE

NOTES:

TSYEL - TEMPORARY 6" SOLID YELLOW EDGE LINE

TSWEL - TEMPORARY 6" SOLID WHITE EDGE LINE

LEGEND

@ 40' O.C. (TYP.)

DRUMS SPACED

11'-0"

11'-0"

11'-0"

11'-0"

TSWEL

TSYEL

TSYEL

TSWEL

R=5,700'

R=5,700'



MEMORIAL HIGHWAY

THE GOLD STAR

RAL

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


Westbrook, ME 04092

Filena

me:

004

_M

OT02.d

gn

Date:1/27/2020

CONTRACT:

SHEET NUMBER:

OF

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed RBM

WWL


2020.05

MT-02

NEW GLOUCESTER ORT




194

TC 1/20

1/20

1/20


2'-0"

ISLAND A

ISLAND B

ISLAND C

ISLAND G

ISLAND H

ISLAND I

LANE 1

LANE 2

LANE 3

LANE 4

LANE 8

LANE 9

LANE 10

S

W

UTILITY

BUILDING

F F

X X X X X X X X X X X X X X X X

XXXX

XX

XXXXXXXXXX

EXISTING BRICK

BUILDING

F.F.E. 303.80

EA

H

H

WELL

PARKING

EMPLOYEE

SHRUBS

CONCRETE WALK

SHRUBS

CO

NC

RE

TE

WA

LK

RAMP

SMH

25 0 25 50

SCALE IN FEET

3369+00 3370+00 3371+00 3372+00 3373+00 3374+00 3375+00 3376+00

2'-0" I-95 NORTHBOUND

I-95 SOUTHBOUND

2'-0"

4'-7"±

10LIMIT

SPEED

R2-1 (10)





SOLID WHITE EDGE LINES (TSWEL) SHALL BE TEMPORARY 6"TEMPORARY 6 INCH PAVEMENT MARKING TAPE. TEMPORARY 1. TEMPORARY SOLID YELLOW EDGE LINES (TSYEL) SHALL BE

NOTES:



LEGEND

11'-0" 11'-0"

11'-0"

11'-0"

@ 40' O.C. (TYP.)

DRUMS SPACED

TSYEL

TSWEL

TSYEL

TSWEL

TYPE III BARRICADES

WITH EXISTING 10 MPH SIGN

TO BE MOUNTED IN ALIGNMENT

R=11,297'

R=3,000'



MEMORIAL HIGHWAY

THE GOLD STAR

RAL

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


Westbrook, ME 04092

Filena

me:

005_

MO

T03.d

gn

Date:1/27/2020

CONTRACT:

SHEET NUMBER:

OF

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed RBM

WWL


2020.05

MT-03

NEW GLOUCESTER ORT




195

TC 1/20

1/20

1/20


ISLAND A

ISLAND B

ISLAND C

ISLAND G

ISLAND H

ISLAND I

LANE 1

LANE 2

LANE 3

LANE 4

LANE 8

LANE 9

LANE 10

S

UTILITY

BUILDING

10"

6"

E


XXXXXXXXXX

XX

X

XX

XXX

EXISTING BRICK

BUILDING

F.F.E. 303.80

V

3"

C

H

H

SHRUBS

CO

NC

RE

TE

WA

LK

PARKING

EMPLOYEE

CONCRETE WALK

SMH

6"

6"

CB

12"

3"

16" 14"

12" 14"5002

300.5

0

MT

A-

DIG

SA

FE

5500

300.8

8

ST

A-

PK

20001

300.9

5

.

5001

299.4

9

ST

A-

30

PK

25 0 25 50

SCALE IN FEET

3377+00 3378+00 3379+00 3380+00 3381+00 3382+00 3383+00 3384+00

2'-0"

I-95 SOUTHBOUND

I-95 NORTHBOUND

2'-6"

4'±

2'-0

"

10LIMIT

SPEED

R2-1 (10)



LEGEND





SOLID WHITE EDGE LINES (TSWEL) SHALL BE TEMPORARY 6"TEMPORARY 6 INCH PAVEMENT MARKING TAPE. TEMPORARY 1. TEMPORARY SOLID YELLOW EDGE LINES (TSYEL) SHALL BE

NOTES:

11'-0"

11'-0"

11'-0"

11'-0"

@ 40' O.C. (TYP.)

DRUMS SPACED

TSWEL

TSYEL

TSWEL

TSYEL

TYPE III BARRICADES

WITH EXISTING 10 MPH SIGN

TO BE MOUNTED IN ALIGNMENT

R=14,927'

R=3,000'



MEMORIAL HIGHWAY

THE GOLD STAR

RAL

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


Westbrook, ME 04092

Filena

me:

006_

MO

T04.d

gn

Date:1/27/2020

CONTRACT:

SHEET NUMBER:

OF

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed RBM

WWL


2020.05

MT-04

NEW GLOUCESTER ORT




176

TC 1/20

1/20

1/20



XXXXXXXXXXXXXX

E

5566

301.4

7

BO

RIN

G5567

302.8

6

DIG

SA

FE

5568

301.6

6

BO

RIN

G

25 0 25 50

SCALE IN FEET

3385+00 3386+00 3387+00 3388+00 3389+00 3390+00 3391+00 3392+00

50FINES

DOUBLE

LIMIT

SPEED

WORK

ZONE

2'-0"

2'-0"

I-95 SOUTHBOUND

I-95 NORTHBOUND

END

ROAD WORKWORK

ZONE

SPEED

END

LIMIT

500' 500'

G20-2

R2-12

R2-1

R2-6aP

G20-5aP

1 MILE

ROAD

WORK

W20-1

50LIMIT

SPEED

W3-5W1-4bR

50FINES

DOUBLE

LIMIT

SPEED

WORK

ZONE

R2-6aP

G20-5aP

R2-1

ROAD

NARROWS

W5-1

TAPER

SHIFT

BEGINNING

840'840'500'

ADVANCE WARNING

N.T.S.

500' 2640'

TAPER

SHIFT

BEGINNING

500'



LEGEND





SOLID WHITE EDGE LINES (TSWEL) SHALL BE TEMPORARY 6" TEMPORARY 6 INCH PAVEMENT MARKING TAPE. TEMPORARY 1. TEMPORARY SOLID YELLOW EDGE LINES (TSYEL) SHALL BE

NOTES:

@ 40' O.C. (TYP.)

DRUMS SPACED

11'-0"

11'-0"

TSWEL

TSYEL

TSYEL

TSWEL

R=5,700'

R=5,700'

11'-0"

11'-0"



MEMORIAL HIGHWAY

THE GOLD STAR

RAL

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


Westbrook, ME 04092

Filena

me:

007

_M

OT05.d

gn

Date:1/27/2020

CONTRACT:

SHEET NUMBER:

OF

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed RBM

WWL


2020.05



DETAILS


MT-05

7 19

TC 1/20

1/20

1/20


W20-1

W20-4

G20-2

W20-7

W20-7

W20-1

W20-4

350'

350'

350'

350'

350'

SPEED LIMIT, ON TANGENT

INTERVALS EQUAL TO TWICE THE

DRUMS OR CONES SPACED @

50'

G20-2

100 FT. MAX

350'

TAPER (100 FT. MAX)

ONE LANE TWO-WAY TRAFFIC

3. SIGN SPACING ASSUMES LOCAL ROAD SPEED IS 40 MPH OR LESS.

APPROACHING DRIVERS.

2. FLAGGERS SHALL BE LOCATED SO THEY ARE CLEARLY VISIBLE TO

SHORT DURATION OPERATIONS (LESS THAN 1 HOUR).

1. ROAD WORK AHEAD & END ROAD WORK SIGNS MAY BE OMITTED FOR

NOTES:

SPEED LIMIT, ON TAPERS

@ INTERVALS EQUAL TO THE

DRUMS OR CONES SPACED

AHEAD

ROAD

WORK

800'

OF SHORT DURATION

(MAINLINE)

1300'

CS-10 ***

W20-1 (1 MILE)

2640'

1300'

LANE 2

BW

LL

SYE

L

12"

SHLD

840'

1000'

SW

EL

800'

840'

260'

500'

BUFFER ZONE

WORK AREA

SHLD

R2-12

G20-2

500'

SHOULDER WORK

SHOULDER WORK

OF SHORT DURATION

(MAINLINE)

W20-1 (AHEAD)

W21-5

WORK AREA

G20-2

1500'

1000'

500'

SHLD SHLD

MAIN

E

TU

RNPIK

E

BW

LL

SW

EL

SYE

L

@ 80' INTERVALS

DRUMS SPACED

ON TANGENT

LC

FLASHING ARROW

W3-4 ***

W4-2 (R)(L)

W20-5 (R)(L) (1/2 MILE)

R2-6aP

R2-1

XX

G20-5aP

W3-5XX

SEE NOTE A

175'

500'

1000'

1500'

SHOULDER CLOSURE

DRUMS SPACED

SYE

L

SW

EL

BW

LL

MAIN

E

TU

RNPIK

E

SHLDSHLD

500'

(MAINLINE)

SHOULDER CLOSURE

W21-5aR

G20-2

WORK AREA

W21-5bR (1000')

W20-1 (AHEAD)

WORK ZONE CRASH CUSHION-TL3

TEMPORARY CONCRETE BARRIER

8:1 FLARE

@ 40'

W7-3aP

or

LANE 1

LANE 1 LANE 2LANE 1 LANE 2

É

MAIN

E

TU

RNPIK

E

ROAD

WORK

1 MILE

STOPPED

EXPECT

TRAFFIC

BE

TO STOP

PREPARED

LIMIT

END

ZONE

WORK

ROAD WORK

END

AHEAD

ROAD

WORK

WORK

SHOULDER

ROAD

WORK

AHEAD

ROAD WORK

END

SPEED

1/2 MILE

CLOSED

1/2 MILE

CLOSED

RIGHTLANE LANE

LEFT

FINES

SPEED

LIMIT

ZONE

WORK

DOUBLE

LIMIT

SPEED

AHEAD

WORK

ROAD

SHOULDER

CLOSED

RIGHT

1000 FT

SHOULDER

CLOSED

RIGHT

END

ROAD WORK

X FEET

NEXT

X MILES

NEXT

TSYLL = TEMPORARY SOLID YELLOW LANE LINE

TSWLL = TEMPORARY SOLID WHITE LANE LINE

TBWLL - TEMPORARY BROKEN WHITE LANE LINE

SYEL = SOLID YELLOW EDGE LINE

SWEL = SOLID WHITE EDGE LINE

BWLL = BROKEN WHITE LANE LINE

PERMITTED PER BOUND AT ONE TIME.

2. ONLY ONE SHOULDER CLOSURE

ZONE.

WITHIN A PREVIOUSLY ESTABLISHED WORK

REQUIRED IF THE SHOULDER CLOSURE IS

1. THE W20-1 AND G20-2 SIGNS ARE NOT

SHLD

800'

SYE

L

SW

EL

W20-5 (R)(L)(1/2 MILE)

OF SHORT DURATION

(MAINLINE)

W20-1 (1 MILE)

CS-10 ***

1300'

2600'

800'

1300'

R2-6aP

R2-1

XX

840'

1000'

BW

LL

500'

W4-2 (R)(L)

12"

840'

WORK AREA

100'

SHLD

R2-12

500'

BUFFER ZONE

SINGLE LANE CLOSURE - POST MOUNTED SIGN SETUP

FLASHING ARROW

W3-4 ***

G20-5aP

W3-5XX

500'

G20-2

LANE 1 LANE 2

É

MAIN

E

TU

RNPIK

E

1 MILE

WORK

ROAD

1/2 MILE

CLOSED

1/2 MILE

CLOSED

TRAFFIC

EXPECT

STOPPED

PREPARED

TO STOP

BE

FINES

SPEED

LIMIT

ZONE

WORK

WORK

ZONE

SPEED

END

DOUBLE

LIMIT

RIGHTLANE LANE

LEFT

LIMIT

SPEED

ROAD WORK

END

SEE NOTE A

LOCAL ROAD SINGLE LANE CLOSURE

W8-1BUMP

SEE NOTE 1

RUMBLE STRIPS

INTERVALS ON TANGENT

DRUMS SPACED @ 80'

RUMBLE

AHEAD

STRIPSW8-24a

BUMP

SEE NOTE 1

RUMBLE STRIPS

W8-1

INTERVALS ON TANGENT

DRUMS SPACED @ 80'

INTERVALS ON TAPER

DRUMS SPACED @ 40' INTERVALS ON TAPER

DRUMS SPACED @ 40'

SINGLE LANE CLOSURE - SIGNS ON EASELS

THE END OF THE TAPER .

SIGN ASSEMBLY IS PLACED AT

SIGN IS NOT BRACKETED. ONE

FOR EASEL SET UP ONLY, THIS

NOTE A:

(GREATER THAN 24 HOURS).

PERMANENT LANE CLOSURE

UNCOVER BOTH SIGNS FOR

(LESS THAN 24 HOURS);

SHORT TERM LANE CLOSURE

ADJACENT TO OPEN LANE FOR

SETUP UNCOVER SIGNS

FOR POST MOUNTED SIGN

NOTE A:

SEE NOTES 1&2

RUMBLE STRIPS

SEE NOTES 1&2

RUMBLE STRIPS

RUMBLE

AHEAD

STRIPSW8-24a

500'

LANE CLOSURE LANE CLOSURE

OF TRAFFIC

DURING STOPPAGES

*** TO BE USED

* OPTIONAL

OF TRAFFIC

DURING STOPPAGES

*** TO BE USED

* OPTIONAL

TEMPORARY RUMBLE STRIP NOTES

GENERAL MAINTENANCE OF TRAFFIC NOTES:

ABBREVIATIONS FOR ALL M.O.T. PLANS

THE W8-24a SIGNS SHALL BE MOVED TO 400' AFTER THE W20-5 SIGNS.

TO TAPER, W8-1 SIGNS SHALL BE PLACED ADJACENT TO THE FIRST STRIP AND

W3-5 SIGNS AND THE W4-2 SIGNS. IF RUMBLE STRIPS ARE INSTALLED PRIOR

RUMBLE STRIPS MAY BE PLACED UPSTREAM OF THE TAPER BETWEEN THE 2.

THE ABOVE CONFIGURATIONS.

ANY LOCATION. ONLY ONE SET OF W8-24a SIGNS ARE REQUIRED FOR ANY OF

W8-1 SIGNS SHALL BE PLACED ADJACENT TO THE FIRST RUMBLE STRIP AT

* BOTH ADJACENT TO THE WORKZONE AND PRIOR TO THE TAPER (3 UNITS)

* UPSTREAM FROM THE TAPER FOR THE WORKZONE (2 UNITS)

* ADJACENT TO THE WORK ZONE (1 UNIT)

FOLLOWING CONFIGURATIONS:

IF RUMBLE STRIPS ARE USED THEY SHALL BE PLACED IN ONE OF THE 1.

ROAD WORK

END

ROAD WORK

END

AHEAD

ROAD

WORK

AHEAD

ROAD

ONE LANE

AHEAD

ROAD

ONE LANE

1'-0"

PAVEMENT.

SPEED LIMIT, STOP, YIELD AND EXIT SIGNS SHALL BE A MINIMUM OF 5' ABOVE THE 5.

PAYMENT WILL BE UNDER ITEM 527.341 - WORK ZONE CRASH CUSHION - TL-3.

EXPOSED BARRIER ENDS SHALL BE PROTECTED BY A WORK ZONE CRASH CUSHION. 4.

PAYMENT SHALL BE MADE UNDER ITEM 627.77 - REMOVING PAVEMENT MARKINGS.

PROPOSED PAVEMENT MARKINGS IN ACCORDANCE WITH THE SPECIFICATIONS AND MUTCD.

THE CONTRACTOR SHALL REMOVE ALL PAVEMENT MARKINGS THAT CONFLICT WITH 3.

ALL PROCEDURES MUST BE APPROVED BY THE RESIDENT.

MAY OCCUR AND MAY REQUIRE SOME MINOR ADJUSTMENTS TO BE MADE IN THE FIELD,

CONTROL. DURING CONSTRUCTION, SLIGHT MODIFICATIONS IN CONSTRUCTION PROCEDURE

THESE PLANS SHOW THE GENERAL CONDITION FOR TURNPIKE MAINLINE TRAFFIC 2.

UNIFORM TRAFFIC CONTROL DEVICES", U.S.D.O.T., F.H.W.A., LATEST EDITION.

ALL PAVEMENT STRIPING & SIGNING SHALL BE IN ACCORDANCE WITH THE "MANUAL ON 1.

NOT TO SCALE

CLOSED

LANE

TOLLPLAZA

WORK

AHEAD

CONTRACTOR

ZONE.

WITHIN A PREVIOUSLY ESTABLISHED WORK

REQUIRED IF THE SHOULDER CLOSURE IS

1. THE W20-1 AND G20-2 SIGNS ARE NOT 2. CANOPY LIGHT ABOVE CLOSED LANE SHALL BE RED.

WORK ZONE.

TO BLOCK MTA EMPLOYEES FROM ACCESSING THE

TOLL BOOTHS FOR MTA EMPLOYEES AND PLACE DRUMS

1. CONTRACTOR SHALL MAINTAIN ACCESS AT ALL ACTIVE

TRAVELWAY

EDGE OF

PLACED AT

TOLL LANE CLOSURE

LC

100' MIN 100'100'

DRUMS @ 20' O.C.

CS-4

BARRICADE

TO TYPE III

W20-5 SIGN MOUNTED

DRUMS @ 10' O.C.

WORK ZONE

*

*

*

*

*

**

*



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SIGN SUMMARY

198

TC1/20

1/20

1/20

1/20




WILLIAM H. YATES III

WORK

ZONE

NOT TO SCALE

50

FINES

DOUBLE

LIMIT

SPEED

END

ROAD WORK

R2-12

WORK

ZONE

SPEED

END

LIMIT

W4-2L

W4-2R

10LIMIT

SPEED

ROAD

WORK

1 MILE

50LIMIT

SPEED

LEFT

LANE

CLOSED

1/2 MILE

LANE

CLOSED

1/2 MILE

RIGHT

LANE

CLOSED

SIGN SUMMARY NOTES:

LEGENDBACK-ARROWVERTICALLETTER SIGNS

REQUIREDHEIGHT SPACING RTE. MKR. GROUND BORDER

NUMBERTEXT DIMENSIONS (INCHES)

TEXT

COLOR

OF

WIDTH HEIGHT

SIGN

SIZE OF

NUMBER

CATION

IDENTIFI- AREA IN

SQUARE

FEET

TOTAL

8

48" 60"

24" 12

8.00

12

8

12

4

HIGHWAY SIGNS"

CONFORM TO "STANDARD

TEXT DIMENSIONS SHALL

SIGNS"

HIGHWAY

"STANDARD

CONFORM TO

COLORS SHALL

48" 24"

48" 48"

48" 48"

(160.00)

G20-5aP 48"

R2-6aP

W1-4bR16.00

G20-2 12(192.00)

16.0048" 24"

48" 60"

(64.00)

(96.00)

8.00

(96.00)

(64.00)

8.00

20.00

(240.00)

(10)

R2-1

(1 MILE)

W20-1

20.00

LEGENDBACK-ARROWVERTICALLETTER SIGNS

REQUIREDHEIGHT SPACING RTE. MKR. GROUND BORDER

NUMBERTEXT DIMENSIONS (INCHES)

TEXT

COLOR

OF

WIDTH HEIGHT

SIGN

SIZE OF

NUMBER

CATION

IDENTIFI- AREA IN

SQUARE

FEET

TOTAL

HIGHWAY SIGNS"

CONFORM TO "STANDARD

TEXT DIMENSIONS SHALL

SIGNS"

HIGHWAY

"STANDARD

CONFORM TO

COLORS SHALL

48" 48" 12

8

16.00

16.0048" 48"

(192.00)

(128.00)

(50)

W3-5

416.00

48" 48"(64.00)

(1/2 MILE)

W20-5(L)48" 48"

8

16.00

(128.00)

(1/2 MILE)

W20-5(R)48" 48"

4

16.00

(64.00)

48" 48" 416.00

(64.00)W20-5

(50)

R2-1

220.00

(40.00)48" 60"

DEVICES.

CONSIDERED INCIDENTAL TO ITEM 652.361 MAINTENANCE OF TRAFFIC CONTROL

RIVETS SHALL BE PERMANENTLY FILLED WITH A RIVET. THE WORK SHALL BE

OVERLAYS SHALL TEMPORARILY COVER THE DOWN ARROWS AND ANY DRILLED OUT

CLOSURES ARE IN PLACE CLOSING THE ORT LANES. THE GREEN PLAQUE

PANELS SHALL BE COVERED WITH A GREEN PLAQUE WHEN THE LONG TERM LANE

3. THE DOWN ARROWS ON THE OVERHEAD MOUNTED 'EZ PASS ONLY/NO CASH' SIGN

CLOSURE; COORDINATE WITH THE RESIDENT PRIOR TO SCHEDULING THE WORK.

PAVEMENT MARKINGS WILL BE REQUIRED FOR THE STANDARD LEFT LANE

LANE CLOSURE WITH A 50 MPH CONSTRUCTION SPEED ZONE. TEMPORARY

2. WEST GARDINER MAINTENANCE OF TRAFFIC SHALL CONSIST OF A STANDARD LEFT

SIGNS SHALL BE FIELD LOCATED AND APPROVED BY THE RESIDENT.

1. PROPOSED SIGN LOCATIONS ARE APPROXIMATE. THE FINAL LOCATION OF THE

CONSTRUCTION SIGN SUMMARY



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T-01TC1/20

1/20

1/20


CANOPY ELECTRICAL PLAN

NEW GLOUCESTER CASH LANE

SECTION VIEW

SECTION VIEW

NOT TO SCALE

SIGNAL HEAD TO BE REMOVED

EXISTING LANE USE

(SEE SPECIAL PROVISION SECTION 643)

LANE USE SIGNAL ELECTRICAL WIRING. (TYP.)

UNDERNEATH AS NECESSARY TO ACCESS

REMOVE CANOPY SUSPENDED CEILING PANELS

(SEE SPECIAL PROVISION SECTION 643)

LANE USE SIGNAL ELECTRICAL WIRING. (TYP.)

UNDERNEATH AS NECESSARY TO ACCESS

REMOVE CANOPY SUSPENDED CEILING PANELS

USE SIGNAL HEAD (TYP.)

PROPOSED LANE

USE SIGNAL HEAD

PROPOSED LANE

AVI

AVI

DVAS

VC

AR

SV

CA

RS

VC

AR

S

ENCLOSURE

UNIT &

VCARS

N.T.S. N.T.S. N.T.S. N.T.S.

(SB ORT SIMILAR)

NB ORT PLAN

N.T.S.



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ORT OVERHEAD EQUIPMENT PLAN

RBM

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NOT TO SCALE

T-02

19



10

TC1/20

1/20

1/20


OPUS EQUIPMENT.

ONE FOR SECONDARY AVI ANTENNA ARRAY AND THREE NEW ROWS OF

8. FOUR ADDITIONAL ROWS OF MOUNTING BRACKETS SHALL BE INSTALLED;

ANTENNA ARRAY.

7. SECONDARY AVI ANTENNA ARRAY SHALL BE 12'-0" FROM PRIMARY

FROM THE PRIMARY AVI DATUM LINE.

6. REAR VCARS AND MOUNTING BRACKET ASSEMBLY SHALL BE MOVED TO 21'-2"

ARRAY SHALL HAVE THE ABILITY TO MOVE 3' LONGITUDINAL TO TRAFFIC.

5. FRONT VCARS MOUNTING POSITIONS ARE FIXED. THE AVI ANTENNA

TO SPECIAL PROVISION 655 FOR MORE INFORMATION.

4. SYSTEM INTEGRATOR SHALL PROVIDE IVIS SENSOR LOOPS. REFER

COMMUNICATION LINES.

CONNECTION HARDWARE, UPDATED WIRING AND CONNECT POWER AND

READERS, AND OPUS EQUIPMENT. CONTRACTOR SHALL PROVIDE NECESSARY

3. SYSTEM INTEGRATOR SHALL PROVIDE AVI ANTENNAS, MULTI PROTOCOL

COMMUNICATION LINES.

2. REFER TO ELECTRICAL PLANS FOR CONNECTIONS OF POWER AND

1. REFER TO SPACE FRAME DETAILS FOR MOUNTING ASSEMBLIES.

NOTES:

ELEVATION

OPUS

ELEVATION

DVAS

ELEVATION

VCARS

ELEVATION

AVI ANTENNA

OF TRAFFIC

DIRECTION

2'-7•" 2'-7•"

(MIRROR FOR SB)

NB PROFILE VIEW

N.T.S.

2'-0"

É PRIMARY AVI ANTENNA ARRAY

É SECONDARY AVI DATUM LINE

OP

US

OP

US

OP

US

OP

US

OP

US

OP

US

AVI

AVI

VC

AR

SV

CA

RS

VC

AR

S

AVI

AVI

ENCLOSURE

UNIT &

OPUS

METAL CONDUIT

3" GALV. RIGID

1'-9

ƒ"

8"MOUNTING HOOK

IN ENCLOSURE

DVAS UNIT

METAL CONDUIT

2" GALV. RIGID

METAL CONDUIT

3" GALV. RIGID

2'-5"

METAL CONDUIT

3" GALV. RIGID

2'-7•"

BARRIER WITH FENCE

SPACE FRAME COLUMN É

SEE LAYOUT DETAIL

SENSOR LOOPS (TYP.)

(TYP.)

STUB UPS

17'-6"

16'-6"

3'-10"

30'-3"

OPUS UNIT (TYP.)

É SECONDARY AVI ANTENNA ARRAY

É PRIMARY AVI ANTENNA ARRAY

ORT SPACE FRAME

REAR VCARS BOTTOM OF SPACE FRAME FRONT VCARS AND DVAS

ABOVE VCARS UNITS (TYP.)

PROVIDE 2'-0" CLEARANCE

SENSOR LOOPS (TYP.)

ORT SLAB

21'-2" 8'-6"

6'-2" 5'-10"

6'-0" 17'-10•" 7'-0" 7'-0"

MOUNTING POSITION

RELOCATED REAR VCARS

MOUNTING POSITIONS

EXISTING FRONT VCARS AND DVASOPUS MOUNTING POSITION

38'-9"

30'-3" 8'-6"

63'-0" ORT SLAB

12'-0"

21'-2"

SHALL BE REPLACED

FOUR EXISTING AVI ANTENNAS

SENSOR

PRIMARY

QUEUING

INTELLIGENT

6'X6'

SENSOR

PRIMARY

QUEUING

INTELLIGENT

6'X6'

SENSOR

PRIMARY

ARRAY

PAYPOINT

6'X6'

SENSOR

PRIMARY

ARRAY

PAYPOINT

6'X6'

SENSOR

DIAMOND

6'X6'

SENSOR

DIAMOND

6'X6'

GR

ADIE

NT #1

2'-7•

" x 8'

GR

ADIE

NT #1

2'-7•

" x 10'

GR

ADIE

NT #2

2'-7•

" x 10'

GR

ADIE

NT #2

2'-7•

" x 8'

N.T.S.

N.T.S.

N.T.S.

N.T.S.



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N.T.S.

d

TO 1•

"

1‚"

w

LEAD-IN CUT

SENSOR CUT

2•" FOR MULTIPLE LEAD CUT

d= 1‚" TO 1•" FOR SINGLE LEAD CUT

…" FOR ALL OTHER CUTS

w= •" FOR GRADIENT ENDS

2020.05


SH

LD

OR

T L

AN

ES

HL

D

NOT TO SCALE

T-03

1911

TC 1/20

1/20

1/20


(MIRROR FOR SB)

JOINT AND SENSOR LOOP LAYOUT DETAIL PLAN

NB ORT SLAB



LOOP ASSEMBLY LAYOUT

NEW GLOUCESTER ORT

4. LOOP LAYOUT IS TYPICAL FOR ALL ORT LANES.

BY SQUARE YARD.

3. MEASUREMENT FOR ITEM 515.23 EPOXY OVERLAY SHALL BE

COMPLETED AFTER SAW CUTS FOR LOOPS.

2. FOR THE EPOXY OVERLAY, ‚" DEPRESSION SHALL BE

CUT AFTER THE EPOXY OVERLAY.

LANE SENSORS LOOPS. GRADIENT SENSOR LOOPS SHALL BE

CONCRETE. SYSTEM INTEGRATOR SHALL PROVIDE AND INSTALL

BE VERIFIED BY SYSTEM INTEGRATOR PRIOR TO CUTTING

1. ALL LAYOUT FOR PRIMARY AND GRADIENT SENSORS SHALL

NOTES:

0…" TO ‹"

LOOP DETAIL AND EPOXY OVERLAY

8"

(MIRROR FOR SB)

6'-0" 17'-10ƒ"

2'-7•"

7'-0"

2'-7•"

7'-0"

1. AVI MUST HAVE ABILITY TO ADJUST ± 1'.

NOTE:

SENSOR LOOP LAYOUT PROFILE

NB ORT SLAB

INFORMATION.

SPECIAL PROVISIONS SECTION 655 FOR MORE

EQUIPMENT, TEMPLATES AND EPOXY. SEE

AND LEADS. TRANSCORE SHALL PROVIDE

INTO SAW CUT BEFORE INSTALLING SENSORS

1. CONTRACTOR SHALL INJECT LOCTITE EPOXY

CONCRETE CUTTING NOTES:

SL

AB

PA

VE

ME

NT

SL

AB

PA

VE

ME

NT

SENSOR

QUEUING PRIMARY

4'X4' INTELLIGENT

SENSOR

ARRAY PRIMARY

4'X4' PAYPOINT

3'-0"

3'-0"

3'-0"

3'-0"

2'-0"

6'-0"

6'-0"

6'-0"

3'-0"

3'-0"

3'-0"

3'-0"

6'-0"

21'-0"

18'-0"18'-0"9'-0"18'-0"

7'-0"

4'-1•"

6"

6"

8'-0"

12'-0"

10'-0"

6'-0"

6'-0"

2'-7"

10'-0"

6"

4"

4"

6"

OVERLAY

LIMITS OF EPOXY

(TYP.)

SENSOR LOOPS

ORT SLAB

CHORD (TYP.)

É SPACE FRAME

@ END @ END

P1000

WASHERS (TYP.)

AND NUTS WITH LOCK

…" DIA. S.S. U-BOLTP1000 (TYP.)

P9200 (TYP.)

CHORD

SPACE FRAME

(TYP.)

…" DIA. S.S. U-BOLT

P1000 (TYP.)

P1000P2484W (TYP.)

P9200

P2942 (TYP.)

A A

VIEW B-B

B

B

P2942 (TYP.)

WASHERS (TYP.)

AND NUTS WITH LOCK



DETAIL A

(8'-0" MAX. SPAN)

4'-9" MIN. CONTINUOUS SPAN

(SEE NOTE A)

MOUNTING HEIGHT

(TYP.)

9"x6"x‚" Ê9"x6"x‚" Ê

(TYP.)

†" DIA. S.S. BOLT

(TYP.)

†" DIA. S.S. BOLT

END VIEW

SPACE FRAME

BOTTOM OF

ROADWAY

FINAL GRADE

É OPUS UNIT É FRONT VCARS

SE

E

NO

TE

A

SE

E

NO

TE

A

ISLAND

MOUNTING REQUIREMENTS.

FOR SENSOR LAYOUT AND EQUIPMENT

SEE ORT OVERHEAD EQUIPMENT PLAN

OF TRAVEL

DIRECTION

NOTE A:

30'-3"

É REAR VCARS

É OPUS UNIT

SCALE: 3" = 1'-0"

SECTION A-A

P9200

S.S. U-BOLT

É …" DIA.

P2942

‚" Ê

S.S. U-BOLT

É …" DIA.

(TYP.)

(TYP.)

(TYP. - U.N.O.)

‹" DIA. HOLE

PIPE

É 2" DIA. SCH. 40

WITH •" DIA. HOLE

É †" DIA. S.S. BOLT

6"

3" DIA. G.R.M. PIPE (VCARS)

2" DIA. G.R.M. PIPE (AVI)

(TYP.)


P2484W (TYP.)

P2942 (TYP.)

9"x6"x‚" Ê

P9200


(TYP.)

†" DIA. S.S. BOLT

(SEE NOTE A)

MOUNTING HEIGHT

OPUS MOUNTING DIAGRAM

P1000

P1000 (TYP.)

É AVI ANTENNAS

OP

US

MO

UN

TIN

G

HEIG

HT

CHORD (TYP.)

É SPACE FRAME

@ END @ END(8'-0" MAX. SPAN)

4'-9" MIN. CONTINUOUS SPAN

P1000 (TYP.)P9200 (TYP.)

6"

(TYP.)

†" DIA. S.S. BOLTP2942 (TYP.)

(TYP.)

9"x6"x‚" Ê

WASHERS (TYP.)

AND NUTS WITH LOCK


P1000

N.T.S.N.T.S. N.T.S.

N.T.S.

OPUS MOUNTING DIAGRAM

N.T.S.

3" DIA. G.R.M. PIPE (OPUS)

3" DIA. G.R.M. PIPE (VCARS)

2" DIA. G.R.M. PIPE (AVI)

3" DIA. G.R.M. PIPE (OPUS)



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ASSEMBLY DETAILS

ORT SPACE FRAME MOUNTING BRACKET

2020.05


RBM

WWL

NOT TO SCALE

19

T-04



NOTES:

12

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

TC 1/20

1/20

1/20


VC

AR

S/

AVI

MO

UN

TIN

G

HEIG

HT

ADJUSTMENT.

ALL MOUNTING BRACKET ASSEMBLIES SHALL BE CAPABLE OF +/- 1' OF VERTICAL

É OF P1000 FOR AVI SHALL BE 11'-0" FROM FRONT VCARS É.

CLEARANCE FOR VCARS UNITS SHALL BE 6" ON THE SIDES AND 2'-0" ABOVE.

SYSTEM INTEGRATOR SHALL PROVIDE AVI ANTENNAS, OPUS UNITS AND MPR'S.

STEEL PLATE SHALL CONFORM TO ASTM A-572, GRADE 50, GALVANIZED.

S.S. U-BOLTS AND BOLTS SHALL CONFORM TO ASTM A-276, TYPE 304.

PIPE SHALL CONFORM TO ASTM A-53, GALVANIZED.

MOUNTING HEIGHTS.

TOLERANCES. DISCONTINUITY OF 2" DIA. PIPE IS PERMISSIBLE TO ACHIEVE

HORIZONTAL SUPPORTS FOR EQUIPMENT MUST REMAIN WITHIN MOUNTING HEIGHT

OPUS CAMERAS. SEE ORT EQUIPMENT LAYOUT FOR MOUNTING DETAILS.

SEE ELECTRICAL PLANS FOR LAYOUT OF VCARS, AVI ANTENNAS AND

UNISTRUT BRAND MATERIALS, OR AN APPROVED EQUAL.

MOUNTING BRACKET ASSEMBLIES SHALL BE CONSTRUCTED OF GALVANIZED

É P1000 (SEE NOTE 9)

2'-3"2'-3"

6" MIN. 6" MIN.

6" MIN. 6" MIN.

(SE

E

NO

TE 10)

VA

RIE

S

É P1000 (SEE NOTE 9)

20'-0"

MIN.

8'-6"

38'-9"

9"

"21

1 3"3"

4"

6"

1"

"16

13

2

2'-3"2'-3"

6" MIN.6" MIN.

6" MIN. 6" MIN.

Filena

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013_

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n.d

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Date:1/27/2020

Designed by:

No. Revision DateBy

DateBy

CONTRACT:Drawn

DesignedSHEET NUMBER:

OF

HNTB CORPORATION

Westbrook, ME 04092

TEL (207) 774-5155

FAX (207) 228-0909

Scale:

Checked

In Charge of

By Date

RAL


RBM

WWL

N.T.S.

2020.05

CONSULTANT PROJECT MANAGER: R. BRUCE MUNGER, P.E.

NOT TO SCALE

19

T-05

MEMORIAL HIGHWAY

THE GOLD STAR

13

2%

2%

2%

2%

2%

2%

SH

OU

LD

ER

OR

T L

AN

ES

HO

UL

DE

R

N.T.S.

TC 1/20

1/20

1/20

1/20

**SHEET FOR NEW GLOUCESTER ORT PLAZA ONLY**

MTA PROJECT MANAGER: WILLIAM H. YATES III

(SB ORT SIMILAR)

NB ORT DEMOLITION PLAN

NB ORT SOFF-CUT SLAB PLAN1/2" DEEP. THIS WORK IS INCIDENTAL TO ITEM 502.262.

THE CONCRETE BARRIER. SIKAFLEX-1CSL POLYURETHANE SEALANT SHALL BE

7. A 1/2" FLEXIBLE FOAM EXPANSION JOINT SHALL BE INSTALLED ALONG

OTHERWISE APPROVED BY THE RESIDENT.

THAN 8 HOURS AFTER COMPLETION OF THE WEARING SURFACE, UNLESS

SAWCUTTING OF THE CONCRETE WEARING SURFACE SHALL OCCUR NO MORE

TRANSVERSE AND LONGITUDINAL JOINTS 3/4" DEEP USING A SOFF-CUT SAW.

ALLOWED TO REACH INITIAL SET, THE CONTRACTOR SHALL SAWCUT THE

6. AFTER THE CONCRETE WEARING SURFACE HAS BEEN PLACED AND

WEARING SURFACE.

BE MADE UNDER ITEM 502.262 STRUCTURAL CONCRETE ROADWAY SLAB

TRANSVERSE BROOM FINISH. PAYMENT FOR 3" WEARING SURFACE SHALL

DOSAGE RATE OF 3 LBS./CY. THE WEARING SURFACE SHALL HAVE A

MTA 'AAA DECK MIX' WITH SYNTHETHIC FIBER REINFORCEMENT AT A

5. THE CONTRACTOR SHALL PLACE A 3" WEARING SURFACE USING THE

BE REMOVED BY HAND. (SEE SPECIAL PROVISIONS SECTION 202)

BY ONE FOOT AREA AROUND ALL EXISTING STUB UPS, WHICH SHALL

3" OF EXISTING ORT SLAB WITH THE EXCEPTION OF A ONE FOOT

4. CONTRACTOR SHALL REMOVE BY POWER-OPERATED MILLING MACHINE

THE PROPERTY OF THE CONTRACTOR.

THIS PROJECT SHALL BE COMPLETELY REMOVED AND BECOME

3. ANY EXISTING WIRING AND CONDUIT DISCONTINUED UNDER

LEGAL, LAWFUL MANNER BY THE CONTRACTOR.

AT NO ADDED COST TO THE AUTHORITY AND DISPOSED OF IN A

REPLACED TO THE RESIDENT'S AND AUTHORITY'S SATISFACTION

ALTERATIONS OR PROPOSED WORK SHALL BE REPAIRED OR

2. ANY EXISTING WORK DISTURBED OR DAMAGED BY THE

PACKED AND DELIVERED TO THE MTA.

5. EQUIPMENT TO BE SALVAGED SHALL BE CAREFULLY

SYSTEM INTEGRATOR AND THE RESIDENT.

1. DEMOLITION CANNOT BEGIN WITHOUT APPROVAL FROM THE

NOTES:



NEW GLOUCESTER ORT SLAB PLAN

63'-0" ORT SLAB

JOIN

T (T

YP)

LO

NGIT

UDIN

AL

16'-0"

30'-0"

8'-0"

12'-0"

10'-0"

10'-0"

30'-0"

(TYP. BOTH SIDES)

1•" MILL & PAVE

9'-0" 18'-0" 18'-0"

WITH SYNTHETIC FIBER REINFORCEMENT

3" CONCRETE WEARING SURFACE

SOFF-CUT (TYP.)

TRANSVERSE JOINT

(SEE SPECIAL PROVISIONS SECTION 202)

3" OF CONCRETE SURFACE TO BE MILLED AND REPLACED.

18'-0"

LONGITUDINAL JOINT SOFF-CUT (TYP.)

9'-10ƒ"

63'-0" ORT SLAB

BARRIER (TYP.) (SEE NOTE 7)

SIKAFLEX - 1 CSL ALONG CONCRETE

(CERAMAR OR APPROVED EQUAL) AND

1/2" FLEXIBLE FOAM EXPANSION JOINT

(SEE SPECIAL PROVISIONS SECTION 202)

AROUND TO PRESERVE ALL EXISTING STUB UPS.

A ONE FOOT BY ONE FOOT AREA

CONTRACTOR SHALL MANUALLY REMOVE

STUB UP (TYP.)



WWL

MEMORIAL HIGHWAY

THE GOLD STAR

RBM

RAL

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909

2020.05


Westbrook, ME 04092

Filena

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014

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G_

Ele

ctric

al Details.D

GN

Date:1/27/2020

CONTRACT:

SHEET NUMBER:

OF

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed

ELECTRICAL DETAILSR. BRUCE MUNGER, P.E.

19

T-06

TOLL PLAZA ORT CONVERSION


14

TC 1/20

1/20

1/20


NB TRAFFIC

SB TRAFFIC

TUNNEL PLAN VIEW

BUILDING

TO UTILITY

É ISLAND G É ISLAND F É ISLAND E É ISLAND D É ISLAND CÉ ISLAND H É ISLAND B

AA

LEGEND

EXISTING PROPOSED

N.T.S

TUNNEL PENETRATION

CABINET

NB ORT CONTROL

WIREWAY

TUNNEL PENETRATION

CABINET

SB ORT CONTROL

NORTH TUNNEL WALL

SOUTH TUNNEL WALL

TUNNEL É

ISLAND H STAIRS

NB CASH LANES

EXIST. AVI READER -

STAIRS

ISLAND B

TWO 4" EMT (DATA)

TWO 4" EMT (POWER)

(TYP.)

BOOTH OPENING

SB CASH LANES

EXIST. AVI READER -

(TYP.)

19'-0"

(TYP.)

4'-7"

POWER PANEL

60 AMP CLEAN WIREWAYS

POWER SUPPLY CABINET

NORTHBOUND OPUS

CABINET

CONTROL

NB ORT

CABINET

CONTROL

SB ORT

ELEVATION A-A

SOUTH TUNNEL WALL

STAIRS

ISLAND B

STAIRS

ISLAND H

WALL

TUNNEL

SOUTH

SERVER RACK

TO UPS AND

NOT TO SCALE

WEST GARDINER IS A MIRROR IMAGE.

NOTE; THIS SHEET SHOWS NEW GLOUCESTER,

N.T.S

PANEL.

EXISTING CLEAN POWER

60A, 3P BREAKER IN

NB CASH LANES

EXISTING AVI READER - (TYP.)

3" EMT (POWER)

FROM NB WIREWAY AND DUCT BANK

CONDUITS COMING INTO WIREWAYS

PANEL

POWER

CLEAN

60 AMP

2" EMT (POWER)

JUNCTION BOXES (TYP.)

12" x 12" x 6" GALVANIZED STEEL

(TYP.)

TWO 4" EMT (DATA)PANEL.

IN EXISTING CLEAN POWER

60A, 3P BREAKER

FROM SB DUCT BANK

INTO WIREWAYS

CONDUITS COMING

SB CASH LANES

EXISTING AVI READER

CLEAN POWER PANEL

POWER FEED FROM EXISTING

SUPPLY CABINET

SOUTHBOUND OPUS POWER

CLEAN POWER PANEL

POWER FEED FROM EXISTING

SUPPLY CABINET

SOUTHBOUND OPUS POWER

6"x6" WIREWAY

POWER

6"x6" WIREWAY

COMMUNICATION

READER CABINETS (BY OTHERS)

TO BE LOCATED IN EXISTING

NEW MULTI PROTOCOL READERS



MEMORIAL HIGHWAY

THE GOLD STAR

RAL

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


Westbrook, ME 04092

Filena

me:

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_

Data

Wirin

g Schedule 1.d

gn

Date:1/27/2020

CONTRACT:

SHEET NUMBER:

OF

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed

R. Bruce Munger, P.E.

RBM

2020.05WWL

1. SEE DATA WIRING SCHEDULE 2

NOTE:

NOT TO SCALE

T-07

19

ORT DATA WIRING SCHEDULE 1



15

TC 1/20

1/20

1/20




MEMORIAL HIGHWAY

THE GOLD STAR

RAL

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


Westbrook, ME 04092

Filena

me:

016_

NG

_

Data

Wirin

g Schedule 2.d

gn

Date:1/27/2020

CONTRACT:

SHEET NUMBER:

OF

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed


RBM

2020.05WWL

NOT TO SCALE

T-08

19

ORT DATA WIRING SCHEDULE 2


NEW GLOUCESTER/W GARDINER BARRIER

16

TC1/20

1/20

1/20

1/20

STRING FOR NEW CAT-5E WIRING TO BE INSTALLED.

4. OLD CAT-5E DATA WIRING SHALL BE USED AS A PULL

PRIMARY AVI DATUM LINE.

3. REAR VCARS SHALL BE MOVED TO 21'-2" FROM THE

SHALL BE REPLACED WITH LMR 600 WIRING.

2. LMR 400 WIRING FOR THE AVI ANTENNAS AND READERS

ANTENNAS AND E-6 MPR READERS. (BY OTHERS)

REMOVED AND REPLACED WITH SYSTEM INTEGRATOR

1. ALL AVI ANTENNAS, READERS AND WIRING SHALL BE

NOTES:

WILLIAM H. YATES III



MEMORIAL HIGHWAY

THE GOLD STAR

RAL

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


Westbrook, ME 04092

Filena

me:

017

_N

G_

Po

wer

Wirin

g Schedule 1.d

gn

Date:1/27/2020

CONTRACT:

SHEET NUMBER:

OF

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed


RBM

2020.05WWL

1. SEE POWER WIRING SCHEDULE 2

NOTE:

NOT TO SCALE

T-09

19

ORT POWER WIRING SCHEDULE 1



17

TC1/20

1/20

1/20




MEMORIAL HIGHWAY

THE GOLD STAR

RAL

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


Westbrook, ME 04092

Filena

me:

018_

NG

_

Po

wer

Wirin

g Schedule 2.d

gn

Date:1/27/2020

CONTRACT:

SHEET NUMBER:

OF

Scale:


Designed by:

By Date By Date

Checked

In Charge ofDrawn

Designed


RBM

2020.05WWL

NOT TO SCALE

T-10

19

ORT POWER WIRING SCHEDULE 2



18

TC 1/20

1/20

1/20


NEW LOCATION OF THE VCARS.

BOX TO THE REAR VCARS UNITS SHALL BE REPLACED TO ACCOMODATE THE

LINE. THE LIQUID TIGHT FLEXIBLE CONDUIT RUNNING FROM THE JUNCTION

2. REAR VCARS SHALL BE MOVED 21'-2" FROM THE PRIMARY AVI DATUM

READERS. (BY OTHERS)

AND REPLACED WITH SYSTEM INTEGRATOR ANTENNAS AND E-6 MPR

1. ALL AVI ANTENNAS, READERS AND WIRING SHALL BE REMOVED

NOTES:

CASH LANE LAN NETWORK FIBER (101)


NETWORK FIBER (101)

CASH LANE LAN

ORT LAN NETWORK FIBER (102)





ORT LAN NETWORK FIBER (102)

CLEAN POWER (202-206)

IVIS SYNC CABLE (170

COMM (136)

COMM (136)

CLE

AN P

OW

ER (2

70-2

73)

CO

MM (135

& 13

7)

(110-122)

CA

BLE

S

HO

ME

RU

N

(171)

SYNC CABLE

IVIS

CLE

AN P

OW

ER (2

70-2

73)

CO

MM (135

& 13

7)

(110-122)

CA

BLE

S

HO

ME

RU

N

CLE

AN P

OW

ER (2

50-2

52)

CO

MM (140)

DIR

TY P

OW

ER

DIR

TY P

OW

ER

CLE

AN P

OW

ER (2

50-2

52)

CO

MM (140)

(210-218)

CLEAN POWER

(210-218)

CLEAN POWER

Filena

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Date:1/27/2020

NOT TO SCALE

Designed by:

No. Revision DateBy

DateBy

CONTRACT:Drawn

DesignedSHEET NUMBER:

OF

Scale:

Checked

In Charge of

By Date

RISER DIAGRAM

(WITH FIBER SWITCH)

LEGEND

SERVER RACK

TUNNEL

SB SPACE FRAME NB SPACE FRAME

NB ORT LANES

IN UTILITY BUILDING

SERVER ROOM

EQUIPMENT

PROPOSED EXISTING

PLAZA LOCATION

WIRING

LIGHTS

FRAME

SPACE

LOOPS

SENSOR

IVIS

LE

AD

S

LO

OP

BOXES

JUNCTION

BARRIER

NB ORT

READER

AVI

(1) DVAS (6) VCARS

TUNNEL TUNNEL

FUTURE

SB CASH LANES

AVI READER

NB CASH LANES

AVI READER

UPS

RECEPTACLE

L5-30R

(201)

PO

WE

R

CLE

AN

UPS

100AMP

(CASH LANES)

PANEL

CLEAN POWER TO THREE QUAD OUTLET BOXES)

(WITH THREE 20AMP CIRCUITS

SB ORT LANE CONTROLLER

TO THREE QUAD OUTLET BOXES)

(WITH THREE 20AMP CIRCUITS

NB ORT LANE CONTROLLER

CONTROLLER

LANE

LANE 8

LOOPS

SENSOR

IVIS

LE

AD

S

LO

OP

BOXES

JUNCTION

BARRIER

SB ORT

READER

AVI

(6) VCARS (1) DVAS

LIGHTS

FRAME

SPACE

CLE

AN P

OW

ER (2

24-2

27,2

80-2

83)

CLE

AN P

OW

ER (2

24-2

27,2

80-2

83)

NB AVI CABINETSB AVI CABINETSB ORT LANES

LANE 8

PANEL SERVING

DIRTY POWER

LANES)

(ORT

PANEL

POWER

CLEAN

60 AMP

BOX

OUTLET

QUAD

BOX

OUTLET

QUAD

SUPPY

POWER

SB OPUS

(6) OPUS (6) OPUS

CONTROLLER

LANE

LANE 3

CONTROLLER

LANE

LANE 2

CONTROLLER

LANE

LANE 1

CONTROLLER

LANE

LANE 9

CONTROLLER

LANE

LANE 10

CONTROLLER

LANE

LANE 8

SUPPY

POWER

NB OPUS

RBM

WWL RAL

(4) AVI (4) AVI

2020.05

CONSULTANT PROJECT MANAGER: R. BRUCE MUNGER, P.E.

19

T-11

HNTB CORPORATION

TEL (207) 774-5155

FAX (207) 228-0909


Westbrook, ME 04092 MEMORIAL HIGHWAY

THE GOLD STAR TOLL PLAZA ORT EQUIPMENT UPDATE


19

COMM

COMM

(145-150)

(145-150)

(154-157)

CO

MM

(244-246,290-292)

CLEAN POWER

AVI SYNC CABLE (172)

(170)

SYNC CABLE

AVI

CLE

AN P

OW

ER (2

47-2

52,2

93-2

98)

(154-157)

CO

MM

CO

MM (124-132)

AVI SYNC CABLE (171)

CLE

AN P

OW

ER (2

47-2

52,2

93-2

98)

CO

MM (124-132)

TC1/20 1/20

1/20 1/20 MTA PROJECT MANAGER: WILLIAM H. YATES III

(244-246,290-292)

CLEAN POWER

Documents

MEMORIAL HIGHWAY