memorial highway
TRANSCRIPT
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"
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:
003_
MO
T01.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 RBM
WWL
R. BRUCE MUNGER, P.E.
2020.05
MT-01
NEW GLOUCESTER ORT
MAINTENANCE OF TRAFFIC
TOLL PLAZA ORT EQUIPMENT UPDATE
NEW GLOUCESTER/W. GARDINER BARRIER
193
TC 1/20
1/20
1/20
1/20 WILLIAM H. YATES III
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'
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:
004
_M
OT02.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 RBM
WWL
R. BRUCE MUNGER, P.E.
2020.05
MT-02
NEW GLOUCESTER ORT
MAINTENANCE OF TRAFFIC
TOLL PLAZA ORT EQUIPMENT UPDATE
NEW GLOUCESTER/W. GARDINER BARRIER
194
TC 1/20
1/20
1/20
1/20 WILLIAM H. YATES III
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)
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
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'
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:
005_
MO
T03.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 RBM
WWL
R. BRUCE MUNGER, P.E.
2020.05
MT-03
NEW GLOUCESTER ORT
MAINTENANCE OF TRAFFIC
TOLL PLAZA ORT EQUIPMENT UPDATE
NEW GLOUCESTER/W. GARDINER BARRIER
195
TC 1/20
1/20
1/20
1/20 WILLIAM H. YATES III
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
X X X X X X X X X X X X X X X X
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)
TSYEL - TEMPORARY 6" SOLID YELLOW EDGE LINE
TSWEL - TEMPORARY 6" SOLID WHITE EDGE LINE
LEGEND
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:
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'
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:
006_
MO
T04.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 RBM
WWL
R. BRUCE MUNGER, P.E.
2020.05
MT-04
NEW GLOUCESTER ORT
MAINTENANCE OF TRAFFIC
TOLL PLAZA ORT EQUIPMENT UPDATE
NEW GLOUCESTER/W. GARDINER BARRIER
176
TC 1/20
1/20
1/20
1/20 WILLIAM H. YATES III
X X X X X X X X X X X X X X X X
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'
TSYEL - TEMPORARY 6" SOLID YELLOW EDGE LINE
TSWEL - TEMPORARY 6" SOLID WHITE EDGE LINE
LEGEND
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:
@ 40' O.C. (TYP.)
DRUMS SPACED
11'-0"
11'-0"
TSWEL
TSYEL
TSYEL
TSWEL
R=5,700'
R=5,700'
11'-0"
11'-0"
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:
007
_M
OT05.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 RBM
WWL
R. BRUCE MUNGER, P.E.
2020.05
TOLL PLAZA ORT EQUIPMENT UPDATE
NEW GLOUCESTER/W. GARDINER BARRIER
DETAILS
MAINTENANCE OF TRAFFIC
MT-05
7 19
TC 1/20
1/20
1/20
1/20 WILLIAM H. YATES III
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
*
*
*
*
*
**
*
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:
008_
MO
T06.d
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Date:1/27/2020
CONTRACT:
SHEET NUMBER:
OF
Scale:
No. Revision By Date
Designed by:
By Date By Date
Checked
In Charge ofDrawn
Designed RBM
WWL
R. BRUCE MUNGER, P.E.
2020.05
MT-06
SIGN SUMMARY
198
TC1/20
1/20
1/20
1/20
MAINTENANCE OF TRAFFIC
TOLL PLAZA ORT EQUIPMENT UPDATE
NEW GLOUCESTER/W. GARDINER BARRIER
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
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
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_Canopy
Cash.d
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CONTRACT:
SHEET NUMBER:
OF
Scale:
No. Revision By Date
Designed by:
By Date By Date
Checked
In Charge ofDrawn
Designed RBM
WWL
R. BRUCE MUNGER, P.E.
2020.05
TOLL PLAZA ORT EQUIPMENT UPDATE
NEW GLOUCESTER/W. GARDINER BARRIER
199
T-01TC1/20
1/20
1/20
1/20 WILLIAM H. YATES III
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.
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:
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_Equip
mentLayout.d
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Date:1/27/2020
CONTRACT:
SHEET NUMBER:
OF
Scale:
No. Revision By Date
Designed by:
By Date By Date
Checked
In Charge ofDrawn
Designed
ORT OVERHEAD EQUIPMENT PLAN
RBM
WWL
R. BRUCE MUNGER, P.E.
2020.05
NOT TO SCALE
T-02
19
TOLL PLAZA ORT EQUIPMENT UPDATE
NEW GLOUCESTER/W. GARDINER BARRIER
10
TC1/20
1/20
1/20
1/20 WILLIAM H. YATES III
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.
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:
011_
NG
_lo
op asse
mbly la
yout.d
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Date:1/27/2020
CONTRACT:
SHEET NUMBER:
OF
Scale:
No. Revision By Date
Designed by:
By Date By Date
Checked
In Charge ofDrawn
Designed RBM
WWL
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
R. BRUCE MUNGER, P.E.
SH
LD
OR
T L
AN
ES
HL
D
NOT TO SCALE
T-03
1911
TC 1/20
1/20
1/20
1/20 WILLIAM H. YATES III
(MIRROR FOR SB)
JOINT AND SENSOR LOOP LAYOUT DETAIL PLAN
NB ORT SLAB
TOLL PLAZA ORT EQUIPMENT UPDATE
NEW GLOUCESTER/W. GARDINER BARRIER
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
…" DIA. S.S. U-BOLT
…" DIA. S.S. U-BOLT
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.)
…" DIA. S.S. U-BOLT
P2484W (TYP.)
P2942 (TYP.)
9"x6"x‚" Ê
P9200
…" DIA. S.S. U-BOLT
(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
…" DIA. S.S. U-BOLT
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)
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
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Date:1/27/2020
CONTRACT:
SHEET NUMBER:
OF
Scale:
No. Revision By Date
Designed by:
By Date By Date
Checked
In Charge ofDrawn
Designed
ASSEMBLY DETAILS
ORT SPACE FRAME MOUNTING BRACKET
2020.05
R. BRUCE MUNGER, P.E.
RBM
WWL
NOT TO SCALE
19
T-04
TOLL PLAZA ORT EQUIPMENT UPDATE
NEW GLOUCESTER/W. GARDINER BARRIER
NOTES:
12
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
TC 1/20
1/20
1/20
1/20 WILLIAM H. YATES III
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.
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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
340 County Road, Suite 6-C
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:
TOLL PLAZA ORT EQUIPMENT UPDATE
NEW GLOUCESTER/W. GARDINER BARRIER
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.)
MTA PROJECT MANAGER:
CONSULTANT PROJECT MANAGER:
WWL
MEMORIAL HIGHWAY
THE GOLD STAR
RBM
RAL
HNTB CORPORATION
TEL (207) 774-5155
FAX (207) 228-0909
2020.05
340 County Road, Suite 6-C
Westbrook, ME 04092
Filena
me:
014
_N
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Ele
ctric
al Details.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
ELECTRICAL DETAILSR. BRUCE MUNGER, P.E.
19
T-06
TOLL PLAZA ORT CONVERSION
NEW GLOUCESTER/W. GARDINER BARRIER
14
TC 1/20
1/20
1/20
1/20 WILLIAM H. YATES III
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
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:
015_
NG
_
Data
Wirin
g Schedule 1.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
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
TOLL PLAZA ORT EQUIPMENT UPDATE
NEW GLOUCESTER/W. GARDINER BARRIER
15
TC 1/20
1/20
1/20
1/20 WILLIAM H. YATES III
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:
016_
NG
_
Data
Wirin
g Schedule 2.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
R. Bruce Munger, P.E.
RBM
2020.05WWL
NOT TO SCALE
T-08
19
ORT DATA WIRING SCHEDULE 2
TOLL PLAZA ORT EQUIPMENT UPDATE
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
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:
017
_N
G_
Po
wer
Wirin
g Schedule 1.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
R. Bruce Munger, P.E.
RBM
2020.05WWL
1. SEE POWER WIRING SCHEDULE 2
NOTE:
NOT TO SCALE
T-09
19
ORT POWER WIRING SCHEDULE 1
TOLL PLAZA ORT EQUIPMENT UPDATE
NEW GLOUCESTER/W. GARDINER BARRIER
17
TC1/20
1/20
1/20
1/20 WILLIAM H. YATES III
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:
018_
NG
_
Po
wer
Wirin
g Schedule 2.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
R. Bruce Munger, P.E.
RBM
2020.05WWL
NOT TO SCALE
T-10
19
ORT POWER WIRING SCHEDULE 2
TOLL PLAZA ORT EQUIPMENT UPDATE
NEW GLOUCESTER/W. GARDINER BARRIER
18
TC 1/20
1/20
1/20
1/20 WILLIAM H. YATES III
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)
CASH LANE LAN NETWORK FIBER (101)
NETWORK FIBER (101)
CASH LANE LAN
ORT LAN NETWORK FIBER (102)
CASH LANE LAN NETWORK FIBER (101)
CASH LANE LAN NETWORK FIBER (101)
CASH LANE LAN NETWORK FIBER (101)
CASH LANE LAN NETWORK FIBER (101)
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
340 County Road, Suite 6-C
Westbrook, ME 04092 MEMORIAL HIGHWAY
THE GOLD STAR TOLL PLAZA ORT EQUIPMENT UPDATE
NEW GLOUCESTER/W. GARDINER BARRIER
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