20220429_NOI_NE Wind Barnstable Part 5WWW W
W
WWWWWWWWWG12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-GGGGGGGGGGGG
G SERVICE ROAD(ROUTE
6
WEST
)MID CAPE HWYMID CAPE HWY(ROUTE 6 EAST)M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
1
0
35
331+00332+00333+00334+00
335+00
336+00
337+00
338+00
339+00
340+00
341+00
342+00 342+65
PARCEL 214-001
B-129
B-128
B-130
B-131
B-132
03
04
05
06
07
08
09
10
11
1213
WWW W
W
WWWWWWWWWG12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-G12-GGGGGGGGGGGG
G SERVICE ROAD(ROUTE
6
WEST
)MID CAPE HWYMID CAPE HWY(ROUTE 6 EAST)M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
1
0
35
331+00332+00333+00334+00
335+00
336+00
337+00
338+00
339+00
340+00
341+00
342+00 342+65
PARCEL 214-001
B-129
B-128
B-130
B-131
B-132
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
LEGEND:
20
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585431\new england wind pcw duct bank only - 100 scale2022.04.08 1:00:30 PMmillington, dylanby:B
C
D
E
F
100
SCALE: 1" = 100'
0 200 300 400
100
SCALE: 1" = 100'
0 200 300 400 PROPOSED DUCT BANK LAYOUT
WEST BARNSTABLE
SUBSTATION
WEST BARNSTABLE
SUBSTATION
JACKING SHAFT
30'x30' INSIDE / 35'x35'
OUTSIDE (APPROX.)
RECEIVING SHAFT
24'x15' INSIDE / 29'x20'
OUTSIDE (APPROX)
ALTERNATIVES FOR THE ROUTE 6
CROSSING ARE BEING EVALUATED
SEPARATELY FROM THE DUCT
BANK ROUTE
ALTERNATIVES FOR THE ROUTE 6
CROSSING ARE BEING EVALUATED
SEPARATELY FROM THE DUCT
BANK ROUTE
NOTE: ANY ABOVE AND BELOW GROUND UTILITY CONFLICTS TO BE
COORDINATED WITH THE RESPECTIVE UTILITY COMPANY DURING FINAL
DESIGN
SURVEYED PARCEL
BOUNDARY
JACKING SHAFT
30'x30' INSIDE / 35'x35'
OUTSIDE (APPROX.)
SURVEYED PARCEL
BOUNDARY
RECEIVING SHAFT
24'x15' INSIDE / 29'x20'
OUTSIDE (APPROX)
VAULT 5ASTA = 84+38
78+0079+0080+0081+0082+008
3
+
0
0
8
4
+
0
0
8
5+
0
0
8
6+
0
0
OLD STAGE RDFALMOUTH RDFALMOUTH RD CAMP OPECHEE RD0
SCALE: 1" = 40'
40 160100
MAINTAIN DRIVEWAY
ACCESS AT ALL TIMES
200'
W20-5cR
MA-R2-10a
MA-R2-10e 500'
FROM WORK
ZONE
250'
W20-1c
W20-5cL
250'80'2
5
0
'
W20-1c
W5-1
MA-W20-7b
REFLECTORIZED DRUMS
(SPACED @ 25' O.C.)
MA-R2-10a
REFLECTORIZED DRUMS
(SPACED @ 25' O.C.)
MA-R2-10aMA-W20-7b W20-1c
MA-R2-10e 500'
FROM WORK ZONE
500'250'250'W20-1c
MA-R2-10a
MA-W20-7b
MAINTAIN DRIVEWAY
ACCESS AT ALL TIMES
PEDESTRIAN CROSSING
APPEARS DISUSED
MA-R2-10e 500' FROM
WORK ZONE
FALMOUTH RD TMP SHEET 1
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585436\vineyard wind - 501 south - tmp2022.04.14 11:52:42 AMmillington, dylanby:B
C
D
E
F
R4-7
5
0
0
'
2
5
0
'
500'
MA-R2-10e
500' FROM
WORK ZONE
250'100'
500'250'
250'
MA-W20-7b
36"x36"
R4-7
24"x30"
MA-R2-10a
48"x36"
MA-R2-10e
36"x48"
W20-1c
36"x36"
SIGN LEGEND
W20-5cR
36"x36"
W5-1
36"x36"
W12-1
30"x30"
W12-1
5
0
0
'
P/F
LEGEND
REFLECTORIZED PLASTIC DRUM
OR 36" CONE
POLICE DETAIL
TYPE III BARRICADE
WORK ZONE
DIRECTION OF TRAFFIC
SIGN
ARROW BOARD
PORTABLE CHANGEABLE MESSAGE SIGN
W20-5cL
36"x36"
MA-W20-7b
COVER EXISTING R3-7L
COVER EXISTING R3-7L
R3-7R
R3-7L
30"x30"
R3-7R
30"x30"
VAULT 5A
STA = 84+38
78+0079+0080+0081+0082+008
3
+
0
0
8
4
+
0
0
8
5
+
0
0
8
6+00OLD STAGE RDFALMOUTH RDFALMOUTH RD CAMP OPECHEE RD0
SCALE: 1" = 40'
40 160100
FALMOUTH RD TMP SHEET 2
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585436\vineyard wind - 501 south - tmp2022.04.14 11:52:49 AMmillington, dylanby:B
C
D
E
F
P/F
LEGEND
REFLECTORIZED PLASTIC DRUM
OR 36" CONE
POLICE DETAIL
TYPE III BARRICADE
WORK ZONE
DIRECTION OF TRAFFIC
SIGN
ARROW BOARD
PORTABLE CHANGEABLE MESSAGE SIGN
MA-W20-7b
36"x36"
R4-7
24"x30"
MA-R2-10a
48"x36"
MA-R2-10e
36"x48"
W20-1c
36"x36"
SIGN LEGEND
R4-8
24"x30"
50'
REFLECTORIZED DRUMS
(SPACED @ 25' O.C.)
MAINTAIN DRIVEWAY
ACCESS AT ALL TIMES
500'250'
W20-1cMA-W20-7bR3-7L MA-W4-7R
150' SHIFT 250'
REFLECTORIZED DRUMS
(SPACED @ 25' O.C.)
W5-1
36"x36"W12-1
30"x30"
500'
MA-W4-7R
36"x36"
MA-R2-10a
MAINTAIN DRIVEWAY
ACCESS AT ALL TIMES
80'2
5
0
'
W20-1c
W5-1
REFLECTORIZED DRUMS
(SPACED @ 25' O.C.)
MA-R2-10a
5
0
0
'
2
5
0
'
MA-R2-10e
500' FROM
WORK ZONE
W12-1
500'250'250'MA-R2-10a
MA-W20-7b
W20-1c
R4-7
R4-8
100'245' TAPER500'
W4-2LW20-5cL
MA-R2-10a
W20-1c
250'500'250'
MA-W20-7b
MA-R2-10e 500'
FROM WORK ZONE
MA-R2-10e 500'
FROM WORK ZONE
MA-R2-10e 500'
FROM WORK ZONE
W4-2L
36"x36"
MA-W20-7b
5
0
0
'
R3-7L
30"x30"
W20-5cL
36"x36"
R3-7R
30"x30"
COVER EXISTING R3-7L
COVER EXISTING R3-7L
R3-7R
VAULT 5A
STA = 84+38
78+0079+0080+0081+0082+008
3
+
0
0
8
4
+
0
0
8
5
+
0
0
8
6+00OLD STAGE RDFALMOUTH RDFALMOUTH RD CAMP OPECHEE RD0
SCALE: 1" = 40'
40 160100
FALMOUTH RD TMP SHEET 3
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585436\vineyard wind - 501 south - tmp2022.04.14 11:52:53 AMmillington, dylanby:B
C
D
E
F
P/F
LEGEND
REFLECTORIZED PLASTIC DRUM
OR 36" CONE
POLICE DETAIL
TYPE III BARRICADE
WORK ZONE
DIRECTION OF TRAFFIC
SIGN
PORTABLE CHANGEABLE MESSAGE SIGN
R4-8
MAINTAIN DRIVEWAY
ACCESS AT ALL TIMES
MAINTAIN PEDESTRIAN ACCESS WITH POLICE ASSISTANCE
MA-R2-10e 500'
FROM WORK ZONE
MA-R2-10e 500'
FROM WORK ZONE
MA-R2-10e 500'
FROM WORK ZONE
MAINTAIN DRIVEWAY
ACCESS AT ALL TIMES
80'2
5
0
'
W20-1c
W5-1
REFLECTORIZED DRUMS
(SPACED @ 25' O.C.)
MA-R2-10a
5
0
0
'
2
5
0
'
MA-R2-10e
500' FROM
WORK ZONE
W12-1
MA-W20-7b
36"x36"
MA-R2-10a
48"x36"
MA-R2-10e
36"x48"
W20-1c
36"x36"
SIGN LEGEND
R4-8
24"x30"
W5-1
36"x36"
R3-8(L-T-R)
48"x30"
W12-1
30"x30"500'250'250'MA-R2-10a
MA-W20-7b
W20-1c
215'500'250'
R3-8(L-T-R)MA-W20-7b MA-R2-10a W20-1c
250'
500'250'
MA-R2-10a MA-W20-7bW20-1c
250'
MA-W20-7b
5
0
0
'
COVER EXISTING R3-7L
COVER EXISTING R3-7L
R3-7R
R3-7L
30"x30"
R3-7R
30"x30"
VAULT 5A
STA = 84+38
78+0079+0080+0081+0082+008
3
+
0
0
8
4
+
0
0
8
5
+
0
0
8
6+00OLD STAGE RDFALMOUTH RDFALMOUTH RD CAMP OPECHEE RD0
SCALE: 1" = 40'
40 160100
FALMOUTH ROAD TMP SHEET 4
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585436\vineyard wind - 501 south - tmp2022.04.14 11:52:59 AMmillington, dylanby:B
C
D
E
F
P/F
LEGEND
REFLECTORIZED PLASTIC DRUM
OR 36" CONE
POLICE DETAIL
TYPE III BARRICADE
WORK ZONE
DIRECTION OF TRAFFIC
SIGN
PORTABLE CHANGEABLE MESSAGE SIGN
2
5
0
'
W20-1c
W20-5cR
MA-R2-10a
2
5
0
'
MA-W20-7b
36"x36"
MA-R2-10a
48"x36"
MA-R2-10e
36"x48"
W20-1c
36"x36"
SIGN LEGEND
W20-5cR
36"x36"
W4-2R
36"x36"
8
0
'
5
0
0
'
W4-2R
MAINTAIN DRIVEWAY
ACCESS AT ALL TIMES
MA-R2-10e 500'
FROM WORK ZONE
MA-R2-10e 500'
FROM WORK ZONE
MA-R2-10e 500'
FROM WORK ZONE
500'250'250'MA-R2-10a
MA-W20-7b
W20-1c
500'250'
MA-R2-10a MA-W20-7bW20-1c
250'
250'
MA-R2-10aMA-W20-7b W20-1c500'250'
9
0
'
TAPER
MA-R2-10e 500'
FROM WORK ZONE
MAINTAIN PEDESTRIAN ACCESS WITH POLICE ASSISTANCE
COVER EXISTING R3-7L
COVER EXISTING R3-7L
R3-7L
30"x30"
R3-7R
30"x30"
P/F
NUMBER OF LANES NUMBER
OF
STUDIES
AVERAGE CAPACITY
MEASURED AVERAGE WORK ZONE CAPACITIES
LEGEND:
NOTES:
ROAD TYPE DISTANCE BETWEEN SIGNS **
BA C
SUGGESTED WORK ZONE WARNING SIGN SPACING
STOPPING SIGHT DISTANCE AS A FUNCTION OF SPEED
SPEED*
(mph)
DISTANCE
(ft)
SPEED*
(km/h)
DISTANCE
(m)
FORMULAS FOR DETERMINING TAPER LENGTHS
SPEED LIMIT (S)TAPER LENGTH (L)
Meters
TYPE OF TAPER TAPER LENGTH (L)*
TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES
SPEED LIMIT (S)TAPER LENGTH (L)
FEET
W5-1
ROAD
NARROWS
W30-8R
SQUEEZE
RIGHT
BA
4S
(0.8S)BUFFERWORK ZONEBUFFERL/2
B A 4S
(0.8S)
R4-7
R4-7
50 FT
(15m)
L/2
W30-8R
SQUEEZE
RIGHT
W5-1
ROAD
NARROWS TWO LANE ROAD CENTER
OF ROAD CLOSURE
WORK
ZONE
100FT
(30m) MAX.
100FT
(30m) MAX.
BUFFER
100-150FT
(30-45m)
W20-7b
POLICE
OFFICER
AHEAD
W20-4
W13-1p
ONE LANEROADXXX
XXM.P.H.
W20-4
W13-1p
ONE LANEROADXXX
XXW20-7b
POLICE
OFFICER
AHEAD
P/F
OR
W20-7
W20-7
OR
P/F
A B
AB
M.P.H.
TWO LANE ROAD ONE LANE
ALTERNATING TRAFFIC
12*1
14
24" (MIN.)
REFLECTORIZED
DRUM
NOT TO SCALE
LIMIT OF EXCAVATION
TEMPORARY BIT.
CONC. PAVEMENT
GRAVEL BORROW/SUBBASE
EXIST.
PAVEMENT
LONGITUDINAL DROP-OFF DETAIL
TRAVEL WAY
WORK AREA
DIRECTION OF TRAFFIC
W8-3
OR
W8-8
OR
W8-1
* - INCREASE SLOPE RATIO
FOR HIGHER SPEEDS
NOT TO SCALE
C
Depth≥4"
LATERAL DROP-OFF DETAIL
LATERAL AND LONGITUDINAL
DROP-OFF DETAILS
TRAFFIC MANAGEMENT PLAN DETAILS
SHEET 1 OF 2
-18
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585436\vineyard wind - 501 south - tmp details2022.04.08 11:24:37 AMmillington, dylanby:B
C
D
E
F
DOWNSTREAM TAPER: GUIDES
TRAFFIC BACK TO ITS
ORIGINAL TRAVEL PATH
TERMINATION AREA:
LETS TRAFFIC
RESUME NORMAL
OPERATIONS
ACTIVITY AREA:
WHERE WORK
TAKES PLACE
TRANSITION AREA:
MOVES TRAFFIC
OUT OF ITS
NORMAL PATH
ADVANCE WARNING
AREA: TELLS
TRAFFIC WHAT TO
EXPECT AHEAD
LONGITUDINAL
BUFFER SPACE
LONGITUDINAL BUFFER SPACE:
PROVIDES PROTECTION FOR TRAFFIC
AND WORKERS = STOPPING SIGHT
DISTANCE. NOTHING SHALL BE
PLACED/STORED IN BUFFER SPACE
SHOULDER TAPER: GUIDES
TRAFFIC AWAY FROM
SHOULDER/ BREAK-DOWN LANE
LATERAL BUFFER SPACE:
PROVIDES PROTECTION FOR
TRAFFIC AND WORKERS
TRAFFIC SPACE: ALLOWS
TRAFFIC TO PASS THROUGH
THE ACTIVITY AREA
WORK SPACE: SET ASIDE FOR
WORKERS, EQUIPMENT, AND
MATERIAL STORAGE
W20-SERIES
R2-10a
R2-10e
B
OR
C
ROADWORKXXX
END ROADWORKDOUBLEFINES END
WORK ZONES
SPEEDINGFINESDOUBLED
A
THE "A" DISTANCE CAN
BE MEASURED FROM
THE START OF THE
TRAVEL LANE
RESTRICTION OR THE
SHOULDER/BREAKDOWN
LANE RESTRICTION (IF
SHOULDER/BREAKDOWN
LANE IS ONLY LANE
BEING CLOSED)
MERGING
TAPER
LOGITUDINAL BUFFER
SPACE (OPT.)
SHIFTING
TAPER
SHIFTING
TAPER
4S ft IF S IS IN MPH
(0.8S m IF S IS KM/H)
DOWNSTREAM
TAPER (OPT.)
LONGITUDINAL
BUFFER
SPACE (OPT.)
SHIFTING
TAPER
SHOULDER
TAPER
LONGITUDINAL BUFFER
SPACE (OPT.)
L/2
L/3
L
L/2
L/2
LATERAL BUFFER
SPACE (OPT.)
A or
B
C
LEGEND
DIRECTION OF TRAVEL
CHANNELIZING DEVICE
WORK AREA
SIGN
TYPES OF TAPERS AND BUFFER SPACES
SINGLE LANE APPROACH
ONE QUADRANT CLOSURE
A
A
A
A
P
W20-7b
ONE LANE ALTERNATING
TRAFFIC
B
B
W20-4
B
B
100 FT
(30m) MAX.
POLICE
OFFICER
AHEAD
ONE LANEROADXXX
W20-4
ONE LANEROADXXX
W20-7b
POLICE
OFFICER
AHEAD
W20-7b
POLICE
OFFICER
AHEAD
W20-4
ONE LANEROADXXX
P
W20-7b
POLICE
OFFICER
AHEAD
W20-4
ONE LANEROADXXX
P
100 FT
(30m) MAX.100 FT
(30m) MAX.
* THIS DELINEATION CAN BE REMOVED
TO INCREASE CAPACITY OF THE
INTERSECTION. POLICE OFFICER CAN
BE REMOVED AS WELL
P*
P
B
RIGHT LANE
MUST
TURN RIGHT
R3-7R
B
W20-7b
POLICE
OFFICER
AHEAD
W4-7L
THRUTRAFFICMERGELEFT
W4-2L
W20-7b
POLICE
OFFICER
AHEAD
W20-7b
POLICE
OFFICER
AHEAD
B
A
L
BUFFER
L/2
W20-5L
LEFTLANECLOSEDXXX
A
W20-7b
POLICE
OFFICER
AHEAD
A
A
DOUBLE LANE APPROACH
HALF ROAD CLOSURE
ROADCLOSED
R11-2
ROAD CLOSED
XX MILES AHEAD
LOCAL TRAFFIC ONLY
M4-10L
R11-3a
DETOUR
M4-9V
± 200 FT
(±60m)
ROADCLOSEDXXX
W20-3
ROADCLOSEDXXX
W20-3
DETOURXXX
W20-2
DETOUR
DETOUR
M4-9L
M4-9ALB
A
DETOUR
B
A
DETOUR ADVANCE
SIGNING
DETOUR
M4-9R
DETOUR
M4-9L
DETOUR
M4-9AL
DETOUR
M4-9V
DETOUR
M4-9AR
DETOUR
M4-9V
DETOUR
M4-9AR
DETOUR
M4-9R
DETOUR
M4-9V
DETOUR
M4-9L
DETOUR
M4-9R
DETOUR
M4-9AR
ENDDETOUR
M4-8a
ROADCLOSED
R11-2
ROAD CLOSED
XX MILES AHEAD
LOCAL TRAFFIC ONLY
TYPE III
BARRICADE
ROAD
CLOSED
R11-2
M4-10R
END
DETOUR
M4-8a
DETOUR
M4-9L
DETOUR
M4-9AL
DETOURXXX
W20-2
DETOUR
M4-9L
DETOUR
M4-9AL
R11-3a
M4-10L
DETOUR
DETOUR
DETOUR
COMPONENT PARTS OF A TEMPORARY
TRAFFIC CONTROL (TTC) ZONE
SIDEWALK CLOSED
CROSS HERE
SIDEWALK
CLOSED
TEMPORARY MARKING FOR CROSSWALK
LINES (CR0SS-HATCHING OPTIONAL)
300 FT
(100m)
300 FT
(100m)
NOTE:
FOR LONG-TERM STATIONARY WORK, THE DOUBLE
YELLOW CENTERLINE AND/OR LANE LINES SHOULD BE
REMOVED BETWEEN THE CROSSWALK LINES.
AHEAD
SIDEWALK CLOSED
CROSS HERE
AHEAD
SIDEWALK CLOSED
USE OTHER SIDE
SIDEWALK CLOSED
USE OTHER SIDE
PEDESTRIAN
CROSSWALK
PEDESTRIAN
DETOUR
TRAFFIC MANAGEMENT PLAN DETAILS
SHEET 2 OF 2
-19
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585436\vineyard wind - 501 south - tmp details2022.04.11 1:09:04 PMmillington, dylanby:B
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D
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LTRAVEL LANE(SOUTHBOUND)ROADWAY5'-0"CL5'-0"5'-0"TRAVEL LANETRAVEL LANEVARIESEXISTINGPAVEMENTSAWCUT
SAWCUT ROADWAYCLGAS MAINC3' MIN.GAS SERVICECONNECTION(SIZE TBD)SUPPORT, PROTECT ANDMAINTAIN ALL EXISTING GASSERVICE CONNECTIONS4x2 CONCRETEDUCT BANKTRAVEL LANE(NORTHBOUND)C11' TRAVEL LANE(DURING CONSTRUCTIONLTRAFFIC CONTROLDEVICE (TYP.)10'-0"SAWCUTSAWCUT
5'-0"TRAVEL LANETRAVEL LANEEXISTINGPAVEMENTSAWCUT
SAWCUT ROADWAYCL4X2 CONCRETEDUCT BANK18" MIN.WATER MAINCLGATE VALVE10' MIN. WATER MAINDISPLACEMENTSIDE STREETWATER MAIN(SIZE TBD)VARIESDEPTH VARIES
5' MIN.NOTES1.BI-DIRECTIONAL, ONE-LANE ROAD SHALL OPERATE UNDER POLICE OFFICER CONTROL.2.LENGTH OF ROADWAY UNDER CONSTRUCTION DURINGHALF-ROADWAY CLOSURE SHALL NOT EXCEED 150 LINEARFEET AT ONE TIME.3.ROAD SURFACE MUST BE RESTORED TO TWO-WAYTRAFFIC AT THE END OF EACH WORK.SIDESTREETONE-LANE ROADLANE CLOSEDEXISTINGPAVEMENTROADWAYCLTRAVEL LANE(SOUTBOUND)TRAVEL LANE(NORTHBOUND)8' SHOULDER8' SHOULDER12' TRAVEL LANE(DURING CONSTRUCTIONTEMP.WIDENING(WIDTH VARIES)5'-0"5'-0"SAWCUT
SAWCUT
12' TRAVEL LANE(DURING CONSTRUCTIONTRAFFIC CONTROLDEVICE (TYP.)TEMP.WIDENING(WIDTH VARIES)6% MAX.MEET EXIST.EXISTINGPAVEMENT8" GRAVEL BASECOMPACTEDWORK ZONEWORK ZONE12" MIN.UTILITY CROSSINGNOT TO SCALE- SIDE STREET WATER MAIN3UTILITY CROSSINGNOT TO SCALE- SIDE STREET GAS MAIN5HALF-ROADWAY CLOSURENOT TO SCALE- ONE-WAY TRAFFIC8CENTER-ROADWAY CLOSURENOT TO SCALE- TWO-WAY TRAFFIC9UTILITY LINEOR CULVERT3' TO 5' OF IFOBSTRUCTING4x2 CONCRETEDUCT BANK141412"3' MIN.EXISTING GRADEWARNINGTAPEWARNING TAPECROSSING DETAILNOT TO SCALE- IF PASSING7UNDER DRAIN OR CABLE DUCT BANKCSIDE STREETWATER MAIN(SIZE TBD)DEPTH VARIES
VARIES5'-0"5'-0"TRAVEL LANETRAVEL LANEEXISTINGPAVEMENTSAWCUT
SAWCUT ROADWAYCL18" MIN.WATER MAINLLGATE VALVECWATER MAIN DISPLACEMENTSIDE STREETDEPTH VARIES
5' MIN.CORPORATIONSTOPCLSHUT OFFVALVE4x2 CONCRETEDUCT BANKUTILITY CROSSINGNOT TO SCALE- WATER SERVICE CONNECTION6WARNING TAPEVARIES2'-6"
3'-0"5'-0"ROADWAY (VARIES)5'-0"5'-0"TRAVEL LANETRAVEL LANEVARIESEXISTINGPAVEMENTSAWCUTSAWCUT CLGAS MAINCLVARIES 2'-6"5'-0"12" MIN.TRANSMISSION DUCT BANKNOT TO SCALE- 4x2 ARRAY1UTILITY CROSSINGNOT TO SCALE4BITUMINOUS CONCRETE PAVEMENTTRANSMISSION DUCT BANKNOT TO SCALE- 2x2 ARRAY22'-6"2'-6"3'- 6" MIN.
3'- 6" MIN.GAS PIPE SIZE ANDMATERIAL VARIES,CONTRACTOR TO VERIFYSUPPORT, PROTECT ANDMAINTAIN ALL EXISTING GASSERVICE CONNECTIONS4x2 CONCRETEDUCT BANKWARNING TAPEWARNING TAPE6" OF LOAM AND SEED TO BEPLACED ON TOP OFFLOWABLE FILL TO MATCHEXISTING GRADE.BACKFILL WITH SUITABLE NATIVEMATERIAL AND/OR CLEAN FILL ASSPECIFIED, OR FLOWABLE THERMALBACKFILL (FTB) TO BE USED ASSPECIFIED (SEE NOTE 7 ON SHEET 505)6" OF LOAM AND SEEDTO BE PLACED ON TOPOF FLOWABLE FILL TOMATCH EXISTING GRADE.4x2 DUCT BANK,SEE SHEET 232x2 DUCT BANK,SEE SHEET 23BACKFILL TO MEETREQUIREMENTS OFGAS UTILITYLOW PRESSURE GAS DISTRIBUTION MAINS AND SERVICESBITUMINOUS CONCRETE PAVEMENTWARNING TAPEBACKFILL WITH SUITABLE NATIVEMATERIAL AND/OR CLEAN FILL ASSPECIFIED, OR FLOWABLE THERMALBACKFILL (FTB) TO BE USED ASSPECIFIEDDETAIL SHEET 1-20CLIENT:DOC ID:REVISION DESCRIPTIONREV.DATEAPPRVDCHKDPROJECTTITLE:CONTRACTOR:DRAWNStantec Consulting Services Inc.NEW ENGLAND WIND 1 CONNECTORDUCT BANKSHEET DWG. NO.REV:OFPCW-OCP-STC-DW-0001FSTATUSSCALEFORMAT/SIZETHIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUEDFOR PERMITTING PURPOSES ONLY; AND, IS NOTINTENDED FOR CONSTRUCTION PURPOSES.ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585436\vineyard wind - 501 south - details2022.04.11 3:29:32 PM millington, dylanby:BCDEF
A1A1-3A1A1-1
A1-2
A1-4
A1A1-5 A1A1-6
A1-7 A1A1-8 A1-9 A1A1-10 A1-11 A1A1-12 A1-13 A1A1-14
TYPICAL SPLICE VAULT BYPASS ARRANGEMENT
NOT TO SCALE10
CIRCUIT A1 EXAMPLE CONFIGURATION
NOT TO SCALE11
NOTES:
1. THIS DRAWING IS PROVIDED ONLY FOR INFORMATIONAL PURPOSES. LENGTHS OF CONDUIT AND BENDS SHOWN ARE BASED ON THE LOCATIONS OF SPLICE VAULTS 1A AND 1B FOR THE VINEYARD WIND CONNECTOR PROJECT,
AND SHOULD BE CONSIDERED APPROXIMATE.
2. ALL LENGTHS OF CONDUIT AND FITTINGS ARE ASSUMING BUTT JOINTS. THE APPLICABLE LENGTH LOSS DUE TO THE BELL AND SPIGOT CONNECTIONS MUST BE ADDED TO THE LENGTHS PROVIDED.
3. THE ACTUAL DIMENSION AND LENGTHS OF CONDUIT INSTALLED MAY VARY TO ACCOMMODATE ACTUAL FIELD AND ENVIRONMENTAL CONDITIONS FOR INSTALLATION.
4. THE CONTRACTOR SHALL, BEFORE STARTING EACH PORTION OF THE WORK, , SHALL TAKE FIELD MEASUREMENTS OF ANY EXISTING CONDITIONS RELATED TO THAT PORTION OF THE WORK, AND SHALL OBSERVE ANY FIELD
OR ENVIRONMENTAL CONDITIONS AT THE SITE AFFECTING IT. THESE OBLIGATIONS ARE FOR THE PURPOSE OF FACILITATING COORDINATION AND CONSTRUCTION BY THE CONTRACTOR AND ARE NOT FOR THE PURPOSE OF
DISCOVERING ERRORS, OMISSIONS, OR INCONSISTENCIES IN THE CONTRACT DOCUMENTS; HOWEVER, THE CONTRACTOR SHALL PROMPTLY REPORT TO THE OWNER/ENGINEER ANY ERRORS, INCONSISTENCIES OR
OMISSIONS DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR, AS A REQUEST FOR INFORMATION IN SUCH FORM AS THE OWNER/ENGINEER MAY REQUIRE.
5. THE DRAWINGS DO NOT TAKE INTO ACCOUNT THE ABILITY TO DEFLECT LONG RUNS OF STRAIGHT PVC CONDUIT. SHORT-LENGTH BENDS THAT ARE SHOWN MAY BE ABLE TO BE DELETED DURING CONSTRUCTION BY
DEFLECTING THE INCOMING OR OUTGOING LENGTH OF PVC CONDUIT.
6. UTILIZE LONG SWEEPING CONDUIT BENDS FOR ALL 8" PVC DUCTS USING A 50' RADIUS, OR AS APPROVED BY THE DESIGN ENGINEER
7. BACKFILL MATERIAL OR FTB TO HAVE A THERMAL RESISTIVITY OF 70°C-cm/W AT A 4% MOISTURE CONTENT OR LOWER
2X2 BYPASS DUCT BANK
2X2 BYPASS DUCT BANK
4X2 DUCT BANK
4X2 DUCT BANK
4X2 DUCT BANK4X2 DUCT BANK
2X2 BYPASS DUCT BANK 2X2 BYPASS DUCT BAN K
A1 Sp
C1B1
C2
B2
A2
Sp 8'6'
1'-6"
FINISHED GRADE
SECTION B-B'
B2C2
Sp A2
A1
B1
C1
Sp8'6'
1'-6"
FINISHED GRADE
SECTION A-A'
FO1
GCC1
DTS1
FO2
GCC2
DTS2
FO1
GCC1
DTS1
FO2
GCC2
DTS2
PLAN VIEW
PROFILE VIEW
A
A'
B
B'
C2
B2
A2
Sp 8'6'
1'-6"
FINISHED GRADE
VAULT 9B ROLLOVER
FO2
GCC2
DTS2
FO1
GCC1
DTS1
B1
Sp
A1
C1
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585436\vineyard wind - 501 south - details2022.04.11 3:29:39 PMmillington, dylanby:B
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DETAIL SHEET 2
-21
NOTES
1. LOCATION OF CONSTRUCTION JOINTS (C.J.) ARE PROPOSED.
CONTRACTOR SHALL DETERMINE THE FINAL LOCATION AND
DESIGN OF CONSTRUCTION JOINTS.
10"
10"
10"6'-0"8'-0"10"6'-0"8'-0"6'-0" I.D.10" (TYP.)
3'-8" (TYP)
10"2'-0"1'-8"MIN.26'-0" I.D.
A A
B
B
D
D
SECTION D-DSECTION C-C
SECTION A-A
PLAN
C
C
8'-0" I.D.E E
10" (TYP)
10" (MIN.)2'-0"1'-6"1'-0"1'-6"
10"
SECTION B-B
26'-0" I.D.
(20 PLACES)2'-0"(TYP)2-0"
(TYP)
SECTION E-E
8" DUCT TERMINATOR DETAIL
NOT TO SCALE13 2" DUCT TERMINATOR DETAIL
NOT TO SCALE14
INSIDE OUTSIDE
INSIDE OUTSIDE
B
B
D
D
C
C
10"2'-0"1'-6"1'-0"10"8'-0"10"
10"A A
B D
D
C
C
B
1'-6"
SLOPE SLOPE
1'-6"1'-6"1'-0"1'-0"SLOPE(1%)SLOPE (1%)SLOPE(1%)SLOPE (1%)
MIN. (TYP.)
6'-0"4'-0"6"
6"
CABLE SUPPORT SYSTEM
(BY OTHERS)
(3) 8" SCH 40 PVC CONDUIT
ENTRY FOR HV CABLE'
(4) 8" CABLE CONDUITS
38"Ø MANHOLE FRAME &
COVER (TYP.)FINISHED GRADE
38"Ø MANHOLE (2
TYP.)
(1) 8" SCH 40 PVC CONDUIT
ENTRY FOR SPARE CABLE.
SUMP (TYP)
(1) 2" SCH 40 PVC
CONDUIT ENTRY FOR
GROUNDING CONDUCTOR.
PULLING IRON
(TYP 4 PLACES)
WALL MOUNTED
LINK BOX
(BY OTHERS)
HV CABLE (TYP)
DUCT BANK (TYP)
1-0"x1'0"x6" DEEP
SUMP IN FLOOR (2 PLACES)
WITH COVER GRATING
CAST-IN-PLACE 8" SCH 40 PVC COUPLING ADAPTER
(TRIM FLUSH WITH FACE OF WALL)
CAST -IN-PLACE KOS 200/200 ROXTEC KNOCK-OUT
SLEEVE WITH SEAL END TOWARDS INTERIOR.
DUCT TERMINATOR SHALL BE FLUSH WITH
INTERIOR AND EXTERIOR WALL SURFACE
CAST-IN-PLACE 2" SCH 40 PVC EXTENDER
WITH BELLED END TOWARDS OUTSIDE.
DUCT TERMINATOR SHALL BE FLUSH WITH
INTERIOR AND EXTERIOR WALL SURFACE
(1) 2" SCH 40 PVC CONDUIT
ENTRY FOR DTS.
CAST-IN-PLACE T2000 MEADOW BURKE 2"
DUCT TERMINATOR WITH FLARED
SEAL RING TOWARDS INTERIOR.
DUCT TERMINATOR SHALL BE FLUSH WITH
INTERIOR AND EXTERIOR WALL SURFACE
(1) 2" SCH 40 CONDUIT
ENTRY COMM. FO.
(1) 2" SCH 40 CONDUIT
ENTRY COMM. FO.
C.J. WITH BELL-TYPE
PVC WATERSTOP (TYP)
C.J. WITH BELL-TYPE
PVC WATERSTOP (TYP)
PROPOSED
INTERLOCKING
RISER JOINT
LOCATION
1" CONDUIT SLEEVE
(PROVISION FOR
GROUND ROD)
PRECAST SPLICE VAULTS
NOT TO SCALE12
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585436\vineyard wind - 501 south - details2022.04.11 3:29:49 PMmillington, dylanby:B
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DETAIL SHEET 3
-22
TYPICAL VAULT INSTALLATION DETAIL
NOT TO SCALE16
1. REFER TO SPECIFICATION FOR PRECAST VAULT (TBC)
2. ANTI-FLOTATION MEASUES SHALL BE INCORPORATED AS
REQUIRED
3. OVERHEAD CLEARANCES ALONG VAULT AND DUCT BANK
4. WARNING TAPE TO BE PLACED HALF WAY BETWEEN FINISHED
GRADE AND TOP OF DUCT BANK
NOTES
6'-0"8'-0"PAVEMENT REPAIR AS
SPECIFIED
38"Ø MANHOLE FRAME &
COVER (TYP.)
CONCRETE GRADE RINGS
(8" ADJUSTMENT MAX.)
FINISHED GRADE
24" 3/4" CRUSHED STONE M2.01.4
UNDISTURBED COMPACTED
SUBGRADE OR COMPACTED
SUITABLE BACKFIL MATERIAL
12" 1-1/2" CRUSHED STONE
M2.01.2
6" OF LOAM AND SEED
GEOTEXTILE FILTER FABRIC
(REFER TO NOTE 5)
TWO LANDFALL DIRECT BURIAL JOINT BAY DETAILS
NOT TO SCALE15
NOTES
1. 50' STRAIGHT PORTION ON EACH SIDE OF THE 6.5' JOINT BAY TO
ALLOW FOR FUTURE REPAIR IF REQUIRED.
LAND CABLE
DUCTS 14'-0"62'-10"
SUBSEA CABLE
ANCHOR
TRANSITION JOINT (TYP.)
2'-6"
5'-0"
4"
1'-0" TYP.
1'-0" TYP.
A1 Sp C2 B2
B1 C1 Sp A2
THERMAL
CONCRETE
FO 1, COMM. 2" PVC
POWER CABLE CONDUIT 8"Ø
SCH 40 PVC (8 TYP.)
GCC 1, 2" PVC
GCC 2, 2" PVC
FO2, COMM. 2" PVC
CKT 1 DTS MONITORING
FIBER OPTIC 2" PVC
CKT 2 DTS MONITORING
FIBER OPTIC 2" PVC
2'-6"
1'-0" TYP.
2'-6"THERMAL
CONCRETE
FIBER OPTIC/COMMUNICATIONS
CONDUIT 2" PVC (3 TYP.)
POWER CABLE CONDUIT
8"Ø SCH 40 PVC
GCC CONDUCTOR, 2" PVC
DTS MONITORING FIBER
OPTIC 2" PVC
5'-0"
1'-3"
FIBER OPTIC/COMMUNICATIONS
CONDUIT 2" PVC (3 TYP.)
GCC CONDUCTOR, 2" PVC
DTS MONITORING FIBER
OPTIC 2" PVC
POWER CABLE CONDUIT
8"Ø SCH 40 PVC
1'-0" TYPTRANSMISSION DUCT BANK
NOT TO SCALE
- 4x2, 2x2 AND 1x4 ARRAYS17
DETAIL SHEET 4
-23
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585436\vineyard wind - 501 south - details2022.04.11 3:29:59 PMmillington, dylanby:B
C
D
E
F
48"36"
24"
PLAN-CONCRETE BASE
2'-0"
12" 12"2'-0"12"6'-0"FABRIC7'-0"12'-0"
C BASEL
BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. EACH
BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 3". BALES SHALL BE SECURELY ANCHORED
IN PLACE BY STAKES OR RE-BARS DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE
SHALL BE ANGLED TOWARD PREVIOUSLY PLACED BALE TO FORCE THE BALES TOGETHER.
INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS
DIRECTED BY THE ENGINEER. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR
USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.
CATCH BASIN INSERT
NOT TO SCALE
FOR SEDIMENT CONTROL18 TEMPORARY CONSTRUCTION FENCE
NOT TO SCALE21
DEWATERING
DISCHARGE
DIRECTION OF
FLOW
DEWATERING
DISCHARGE
10' (APPROX.)8' (APPROX.)SEDIMENTATION CONTROL BASIN NOTES:
1. SEDIMENTATION CONTROL BASINS SHALL BE SIZED AND
INSTALLED TO HANDLE ALL OF THE DEWATERING
NECESSARY DURING CONSTRUCTION. NO OVERFLOW OF
THE BASIN SHALL OCCUR. CONTRACTOR TO INSTALL AND
MAINTAIN MULTIPLE SEDIMENTATION BASINS AS
NECESSARY TO HANDLE ALL TRENCH DEWATERING
DISCHARGE AND MEET THE REQUIREMENT OF ALL
PERMITS.
2. SEDIMENTATION BASINS TO BE LOCATED ADJACENT TO
THE ROADWAY GUTTER LINE, WITHIN THE TOWN
RIGHT-OF-WAY.
3. CRUSHED STONE, FILTER FABRIC, JUTE NETTING AND FLOC
LOG CHECK DAMS SHALL BE PLACED IN THE ROADWAY
GUTTER LINE BETWEEN THE SEDIMENTATION CONTROL
BASIN AND RECEIVING DRAINAGE STRUCTURES, AS
DETAILED ON THIS SHEET. FLOC LOGS SHALL BE
SPECIFICALLY DESIGNED FOR NATIVE SEDIMENT TYPE AND
SIZE.20' (APPROX.)EXISTING CURB AND/OR
EDGE OF PAVEMENT
SEDIMENTATION CONTROL CHECK DAM NOTES:
1. SEDIMENTATION CONTROL CHECK DAMS SHALL BE PLACED IN SERIES BETWEEN THE
DEWATERING DISCHARGE AND RECEIVING DRAINAGE STRUCTURE(S).
2. CHECK DAM HEIGHT AND WIDTH VARIES BASED ON SLOPE OF THE ROADWAY, DISCHARGE FLOW
RATE AND CLEARANCE FROM VEHICULAR TRAFFIC.
3. CHECK DAMS MUST NOT IMPEDE VEHICULAR TRAFFIC IN THE IMPACTED LANE OF TRAVEL.
HEIGHT AND WIDTH VARIES
SEDIMENTATION CONTROL BASIN PLAN
NOT TO SCALE23
CHECK DAMS SILTATION CONTROL
NOT TO SCALE24
C BASEL
SECTION
WORK AREAPROTECTED AREA
PLAN
SECTION
PROTECTED AREAWORK AREA
36" MIN
EXPOSED
HEIGHT
SHEET FLOW
EMBED FILTER
FABRIC 6" INTO
GROUND
NOT TO SCALE
SILT FENCE DETAIL WITH WATTLES22
1'-0"
TO TOE OF SLOPE6" MIN.
EROSION BARRIER TO BE PLACED
ALONG LIMITS OF CONSTRUCTION OR
WETLANDS EDGE AS INDICATED ON
THE PLAN
EROSION CONTROL BARRIER DETAIL
NOT TO SCALE
WITH HAYBALES20
DEWATERI
N
G
DISCHAR
G
E
EXCAVATION
BOTTOM OF
TEMPORARY SEDIMENT TRAP
NOT TO SCALE19
SECTION
RETRIEVAL STRAP
CATCH BASIN GRATE
OVERFLOW
GEOTEXTILE
FABRIC
GEOTEXTILE
SKIRT
1 5/8" 40 WEIGHT FRAME
2.067" I.D.
SLEEVE
GRADE LINE
FABRIC FASTENERS
@ 15" O.C.
TOP & BOTTOM
BAND ADJACENT
SECTION @ 18" O.C.
1/4" X 3/4" STRETCHER
BARS W/ 11 GAGE
FASTENERS @ 12" O.C.
1.900" O.D.
POSTS
2'X2'X6'
CONC. BASE (TYP.)
BALED STRAW
3/4" CRUSHED
STONE LAYER
BELOW FILTER BAG
3/4" CRUSHED
STONE WRAPPED IN
FILTER FABRIC
ANCHORED FLOC
LOGS SITTING ON
JUTE NETTING
FILTER FABRIC BELOW CRUSHED STONE
LAYER, OVERLAP ABOVE STRAW BALES
FILTER BAG
3/4" CRUSHED STONE LAYER
BELOW FILTER BAG
BALED STRAW
FILTER BAG
WOODEN POST STAKES USE 2"X4"
SOFTWOOD OR 1-1/2"x1-1/2" OAK
SPACED MAXIMUM OF 8' O.C.
TOP OF GROUND
UNDISTURBED GOUND
STAKE WATTLES
CONTINUOUSLY ON
CONTOURS WITH 24" STAKES
AT MAX 5' O.C.
UV RESISTANT HIGH-TENACITY
POLYPROPYLENE WOVEN
FABRIC
HEAVY-DUTY POLYPROPYLENE CABLE SEWN IN SILT
FENCE FABRIC (TOP & BOTTOM), CABLE TO BE
ATTACHED TO SILT FENCE POST.
SILT FENCE FABRIC
BALED HAY OR STRAW STAKED IN PLACE
OAK POST2"x 2"x 4'-6'(MAX.)
METAL CONNECTOR CABLE,
1/8" 0 (MIN.)
INDUSTRIAL SUPPORT NETTING
2"x2"x3' STAKES 2 PER HAYBALE
HAYBALES TO BUTT TOGETHER
SILTATION FENCE
(2) 2"x 2"x 4' STAKES
EACH BALE
RIP RAP PAD 1' MAX.
SIZE STONE
DOUBLE ROW BALEDSTRAW (TYP.)
DOUBLE ROW BALED
STRAW (TYP.)
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585436\vineyard wind - 501 south - details2022.04.11 3:30:09 PMmillington, dylanby:B
C
D
E
F
DETAIL SHEET 5
-24
1.PLATES TO BE USED ONLY WHILE CDF IS CURING.
2. MAXIMUM DEFLECTION ALLOWABLE OF PLATES IS
3 4".
3. PLATE PINS SHALL BE MINIMUM 1" DIAMETER SPIKE AND 8" IN LENGTH.
PLAN VIEW
TRAFFIC
FLOW
SECTION VIEW
NOTES:
TRENCH WIDTH
12" CUT BACK
TRENCH WIDTH
EXIST PVMNT TO REMAIN
DISTANCE VARIES
12"
EXIST PVMNT TO REMAIN
DISTANCE VARIES
12" CUT BACK
TRENCH WIDTH
NOTE:
1. TACK COAT ALL VERTICAL SURFACES OF EXISTING PAVEMENT BEFORE PLACEMENT OF
PERMANENT TRENCH PAVEMENT
2. MATERIAL WHICH MEETS THE SPECIFICATION FOR GRAVEL BORROW TYPE C (M1.03.0 TYPE C),
PLACED AND COMPACTED IN LAYERS NO GREATER THAN 6", MAY BE USED IN PLACE OF THE CDF
WITH APPROVAL FROM THE DISTRICT HIGHWAY DIRECTOR.
3. THE EXPOSED EDGES OF ALL LONGITUDINAL AND TRANSVERSE SAW CUT JOINTS SHALL BE
TREATED WITH HOT POURED RUBBERIZED ASPHALT JOINT SEALANT MEETING MASSDOT
SPECIFICATIONS.
NOTE:
1. TACK COAT ALL VERTICAL SURFACES OF EXISTING PAVEMENT BEFORE PLACEMENT OF
TEMPORARY TRENCH PAVEMENT.
6"
6"6"
ROADWAY
SURFACE
S=1.6% MAX.
S=5-15%
VARIES
4' MIN1' MIN. TO
3' MAX.
4' MIN (VARIES)1' MIN. TO
3' MAX.
PLAN
SECTION
LOAM SEED&
GRAVEL BASE COURSE
2-1/2" BIT. BINDER COURSE
1-1/2" BIT. SURFACE COURSE
DEPTH VARIES
12" LEVEL 12"6"33°1'-0"
KEYWAY
TRENCH PLATE INSTALLATION WITH CDF BACKFILL
NOT TO SCALE12
TEMPORARY TRENCH PAVEMENT (MASSDOT ROADWAY)
NOT TO SCALE13
PERMANENT TRENCH PAVEMENT (MASSDOT ROADWAY)
NOT TO SCALE17
BITUMINOUS CONCRETE SIDEWALK DETAIL
NOT TO SCALE14
KEYWAY DETAIL FOR CONNECTION FOR EXISTING PAVEMENT
NOT TO SCALE15
BITUMINOUS CONCRETE BERM DETAIL
NOT TO SCALE16
GRANITE CURB RESETTING DETAIL
NOT TO SCALE18
BITUMINOUS CONCRETE DRIVEWAY
NOT TO SCALE19
CONTROLLED
DENSITY FILL
MILL 2" OF EXIST PAVEMENT (TYP) TO
ALLOW FOR INSTALLATION OF PLATES
FLUSH WITH EXIST PAVEMENT
2" THICK STEEL PLATES,
PINNED AND WELDED
COMPACTED
GRAVEL BORROW
NEW PAVEMENT PER
TEMP TRENCH PAVEMENT DETAIL,
THIS SHEET.
3 TACK WELDS PER PLATE TYP
BACKFILL TRENCH IN THIS
AREA WITH CDF
MATERIAL
PIN PLATES, TYP.
MIN 12" OVERLAP OF PLATE ON
ALL TRENCH EDGES
EXIST EDGE OF
TRENCH
1 3 4" SUPERPAVE SURFACE COURSE 12.5 (SSC-12.5)
2 14" SUPERPAVE INTERMEDIATE COURSE 19.0 (SIC-19.0)
3 12" SUPERPAVE BASE COURSE 37.5 (SBC-37.5)
SIDEWALK
GRANITE CURB
EXIST AND FINISH
GRADE
MIN. 12" GRAVEL BASE (MAX.
3" AGGREGATE) FOR
PAVEMENT OR CDF AS
REQUIRED
PIN PLATES, TYP
EXIST GRADE SIDEWALK
GRANITE CURB
EXIST AND FINISH
GRADE
6" GRAVEL BORROW OR
PROCESSED STONE (SUB-BASE)
3 12" BINDER COURSE
TACK COAT
(SEE NOTE 1)
TACK COAT
(SEE NOTE 1)
MIN. 12" GRAVEL (BANK RUN)
BASE (MAX. 3" AGGREGATE)
FOR PAVEMENT OR CDF AS
REQUIRED
6" LOAM & SEED 1 3 4" BINDER COURSE
1 14" TOP COURSE
2" SELECT BORROW SUBBASE
6" GRAVEL BORROW (TYP.) (8"
AT DRIVEWAYS)
RESET EXIST. GRANITE CURB
REVEAL TO MATCH EXISTING
BIT. CONC. TOP COURSE
6" LOAM & SEED
GRAVEL BORROW
GRAVEL SUBBASE
SEE PAVEMENT DETAIL
RADIUS AND DIMENSION TO MATCH
EXISTING
4" TOP COURSE
8" COMPACTED GRAVEL
COMPACT SMOOTH
MAINTAIN 1" LIP
SLOPE
VARIES
SPILL BERM (UNROLLED BINDER) TO
CONTROL RUNOFF PRIOR TO BERM
PLACEMENT AND TO ANCHOR BERM
1" LIP
INTERMEDIATE AND/OR BASE
TOP COURSESAWCUT AND REMOVE EXIST. PAVEMENT. COAT
EXPOSED EDGES OF EXISTING PVMT. WITH BIT.
EMULSION PRIOR TO PLACING ABUTTING PAVEMENT
CLIENT:
DOC ID:
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
NEW ENGLAND WIND 1 CONNECTOR
DUCT BANK
SHEET DWG. NO.REV:
OF
PCW-OCP-STC-DW-0001
F
STATUS
SCALE FORMAT/SIZE
THIS PLAN SET IS PRELIMINARY AND HAS BEEN ISSUED
FOR PERMITTING PURPOSES ONLY; AND, IS NOT
INTENDED FOR CONSTRUCTION PURPOSES.
ORIGINAL SHEET - ANSI Dc:\pwworkdir\d0585436\vineyard wind - 501 south - details2022.04.11 3:30:19 PMmillington, dylanby:B
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DETAIL SHEET 6
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