Drawings_Updated_Final_P15912848.pdf
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- Attached to
- REPAIR WATERFRONT AT CG SECTOR SOUTHEASTERN NEW ENGLAND, WOODS HOLE, MA (Barnstable County)
- Solicitation number
- 70Z0G121BPRV15600
About this file
This document provides details for a federal solicitation to repair waterfront facilities at the U.S. Coast Guard Sector Southeastern New England in Woods Hole, Massachusetts. The contractor shall provide all labor, materials, equipment, supervision and disposal required to perform repairs including replacement of shore tie facilities. The work includes replacing shore ties, electrical and telecommunications utilities, water and sanitary sewer connections, and moving and reinstalling light poles. The contractor must follow EPA stormwater permit and spill prevention requirements. The solicitation number is 70Z0G121BPRV15600 and was issued by the Department of Homeland Security U.S. Coast Guard.
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SHEET ID
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EROSION CONTROL DEVICES OR PROCESSES
1. SEDIMENT CONTROL BARRIER
THE SEDIMENT CONTROL BARRIER WILL CONSIST OF AN APPROVED SILT SOCK OR SILTATION FABRIC FENCING INSTALLED ON POSTS
ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS AND BACKED BY STAKED STRAW BALES WHERE APPROPRIATE. THE FILTER FABRIC
AND STRAW BALES WILL BE PLACED IN A MANNER THAT PREVENTS THE PASSAGE OF SOIL MATERIALS UNDER, AROUND OR OVER THE
FENCING. SEDIMENT WILL BE REMOVED FROM AGAINST THE BARRIER WHEN THE ACCUMULATED SEDIMENT HAS REACHED ONE THIRD OF THE
ORIGINAL INSTALLED HEIGHT OF THE BARRIER.
PROJECT DESCRIPTION
THE UNITED STATES COAST GUARD PROPOSES TO PERFORM REPAIRS TO THE EXISTING WATERFRONT. REPAIRS INCLUDE THE REPLACEMENT OF SHORE
TIES FOR USCG VESSELS WHICH INCLUDES NEW WATER, ELECTRIC, SANITARY SEWER AND TELECOMMUNICATION SERVICES. ADDITIONALLY 7 LIGHT POLES
WILL BE MOVED BACK FROM THE EXISTING PIER CAP BY 2 FEET AND ALL DISTURBED AREA WILL BE REPAVED. ALL OF THIS WORK IS CONSIDERED
MAINTENANCE TO THE EXISTING PIER.
THE WORK WILL TAKE PLACE IN A SINGLE PHASE AND IS EXPECTED TO BE EXECUTED FROM SUMMER THROUGH FALL OF 2021. TOTAL SITE DISTURBANCE
WILL BE APPROXIMATELY 8,000 SF.
PERMIT REQUIREMENT
USCG STATION SECTOR SOUTHEASTERN NEW ENGLAND CURRENTLY HOLDS EPA STORM WATER PERMIT; NUMBER MAR05D031 WHICH ALSO INCLUDES A NO
EXPOSURE CERTIFICATE (NOE)
THE NOE, INCLUDES THE REQUIREMENT TO PROVIDE WADDLES (SILT SOCK) AROUND THE UPSTREAM SIDE OF THE PIER SCUPPERS.
CONSTRUCTION PROCESS
INSTALL AND MAINTAIN SILT SOCK BARRIERS AS INDICATED ON THE SITE PLAN (SHEET C-102)
STABILIZATION
TEMPORARY AND PERMANENT STABILIZATION OF DISTURBED SURFACES IS THE MOST RELIABLE METHOD OF PREVENTING THE EROSION AND TRANSPORT OF
SITE SOILS. TOWARD THAT END, THE AREAS THAT ARE DISTURBED WILL BE PROVIDED TEMPORARY STABILIZATION WITHIN TWO WEEKS AFTER THE LAST
DISTURBANCE WHEN:
- WORK IS NOT COMPLETE IN THAT AREA,
- WORK WILL REMAIN INCOMPLETE FOR A PERIOD OF THREE WEEKS OR MORE, AND
- THE PLANTING SEASON HAS NOT BEEN REACHED IN AREAS WHICH WILL BE RE-VEGETATED.
PERMANENT STABILIZATION WILL TAKE PLACE WHEN:
- WORK IS COMPLETE IN THAT AREA AND
- THE PLANTING SEASON HAS BEEN REACHED AND AREAS CAN BE REVEGETATED.
BEST MANAGEMENT PRACTICES EMPLOYED
TO GUARD AGAINST THE TRANSPORT OF SOILS SILT SOCKS WILL BE USED AS THE BEST MANAGEMENT PRACTICE.
RESOURCE AREAS
THE NEAREST RESOURCE AREA IS LITTLE HARBOR (ATLANTIC OCEAN).
THE FOLLOWING SECTIONS OF THE POLLUTION PREVENTION PLAN DETAIL THE CONSTRUCTION SCHEDULE, THE METHODS OF PROTECTION AGAINST EROSION
TO BE USED AND PROPOSED STABILIZATION TECHNIQUES.
INSPECTION AND MAINTENANCE OF EROSION CONTROLS
1. AT ALL TIMES, SILTATION FABRIC FENCING, SILT SOCK, STAKES AND HAY BALES SUFFICIENT TO CONSTRUCT A SEDIMENT CONTROL BARRIER A MINIMUM 25
FEET LONG WILL BE STOCKPILED ON THE SITE IN ORDER TO REPAIR ESTABLISHED BARRIERS WHICH MAY HAVE BEEN DAMAGED OR BREACHED.
2. THE USCG WILL DESIGNATE AN INSPECTOR TO OVERSEE THE CONSTRUCTION PROJECT. THE INSPECTOR MUST BE ACCESSIBLE SEVEN DAYS A WEEK AND BE
RESPONSIBLE FOR INSPECTING AND COORDINATING THE MAINTENANCE AND REPAIR OF ALL EROSION CONTROL SYSTEMS ON THE SITE.
3. AN INSPECTION OF ALL EROSION CONTROL MEASURES MUST BE CONDUCTED BY THE INSPECTOR AT LEAST ONCE EACH WEEK UNTIL THE COMPLETION OF
CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL SYSTEMS DAILY AND SHALL NOTIFY THE INSPECTOR OF ANY
BREACHES OR FAILURES. IN CASE OF ANY NOTED BREACH OR FAILURE, THE CONTRACTOR MUST IMMEDIATELY MAKE APPROPRIATE REPAIRS.
4. THE INSPECTOR MUST INSPECT ALL EROSION CONTROL SYSTEMS ON THE SITE BEFORE, DURING AND AFTER ANY STORM EVENT REACHING ONE OF THE
FOLLOWING THRESHOLDS:
A. ANY STORM IN WHICH RAIN IS PREDICTED TO LAST FOR 12 CONSECUTIVE HOURS OR MORE.
B. ANY STORM FOR WHICH A FLASH FLOOD WATCH OR WARNING IS ISSUED.
C. ANY SINGLE STORM PREDICTED TO HAVE A CUMULATIVE RAINFALL GREATER THAN 1/2 INCH.
D. ANY STORM EVENT NOT MEETING THE PREVIOUS THREE THRESHOLDS BUT MARKS THE THIRD CONSECUTIVE DAY OF MEASURABLE RAINFALL.
5. THE INSPECTOR MUST INSPECT EROSION CONTROL MEASURES AT TIMES OF SIGNIFICANT INCREASE IN SURFACE WATER RUNOFF DUE TO RAPID THAWING
WHEN THE RISK OF FAILURE OF THOSE MEASURES IS SIGNIFICANT.
6. IN SUCH INSTANCES AS REMEDIAL ACTION IS NECESSARY, THE INSPECTOR SHALL CAUSE TO BE REPAIRED WITHIN SEVEN DAYS, ANY AND ALL SIGNIFICANT
DEFICIENCIES IN EROSION CONTROL MEASURES.
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SHORE TIE #3 REMOVAL
SHORE TIE #2 REMOVAL
SHORE TIE #1 REMOVAL
EXISTING WATER SERVICE
TO BE REMOVED
105 LF
LIMITS OF PAVEMENT TO BE
REMOVED AND REPLACED
1460 SF
LIMITS OF PAVEMENT TO
BE REMOVED AND
REPLACED 9510 SF
ABANDON EXISTING
WATER SERVICE
ABANDON EXISTING
WATER SERVICE
EXISTING SANITARY
SEWER TO BE REMOVED
20 LF
REMOVE EXISTING
WATER SERVICE.
12 LF
REMOVE EXISTING
WATER SERVICE.
12 LF
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NOTES:
1. PLEASE NOTE THAT DEMOLITION OF THE EXISTING SHORE TIE
STATIONS INVOLVES SANITARY SEWER, WATER, ELECTRICAL AND
TELECOMMUNICATIONS SERVICES BELOW EACH SHORE TIE STATION.
ENSURE THAT EACH SERVICE IS PROPERLY SHUT DOWN PRIOR TO
REMOVAL OF SHORE TIE EQUIPMENT.
0 30' 60'
SCALE: 1"=30'-0"
SITE DEMOLITION PLAN
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SHORE TIE #3
SHORE TIE #2
SHORE TIE #1
EXISTING DOCK FENDERS
SMH - 101
RIM: 4.3'
INV A: -0.3'
INV B: -0.3'
SMH - 102
RIM: 4.2'
INV A: -1.4'
INV B: -1.3'
INV C: -1.6'
SMH - 103
RIM: 3.4'
INV A: -2.0'
INV B: -2.1'
SMH - 104
RIM: 3.7'
INV A: -2.2'
INV B: -2.3'
SMH - 105
RIM: 4.0'
INV A: -2.8'
INV B: -3.7'
INV C: 2.4'
INV D: -3.9
SMH - 106
RIM: 3.9'
INV A: 0.7'
INV B: -0.1'
INV C: 0.1'
INV D: -0.4'
INV E: -1.6'
SMH - 107
RIM: 4.2'
INV A: 1.3'
INV B: 1.1'
SMH - 108
RIM: 3.6'
INV A: NPV'
INV B: 0.2'
INV C: 1.4'
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
P L O
T T
I N
G
S
C A
L E
S
C A
L E
U S
A
W I N
G
N
S H
E E
T O
F
U S
O
J E
U S
L E
N A
M E
A
M
P A
N Y
C O
N S
U L T
I N
G
A
E
P R
O J E
G
I N
E E
R
A
O
J E
SHEET ID
0 30' 60'
SCALE: 1"=30'-0"
EXISTING CONDITIONS PLAN
R E
P A
T
E R
F R
O N
T
S E
C T
N
G
L A
N D
W O
O D
S
H
O L
E
M A
C I V
I L
E X
I S
T I N
G
C
O N
D I T
I O
A
N
SECTOR SE
NEW
ENGLAND
C-101
P
P
C d w g
C I V
I L
E
N G
I N
E E
R I N
G
U
N
O
V I D
E N
C E
K
I L V
E R
T
S
T R
E E
T
S
U I T
E
W A
R W
I C
K
R
I
S C
O T
T
S
A
R S
E N
A U
L T
L D
A D
A M
D A
M S
B J
A P
P L E
D O
R
I N
E
E
N G
I N
E E
R I N
G
L L C
P O
R T
S M
O U
T H
N
M
P S
H I R
E
C O
L B
Y
C
O M
P A
G
I N
E E
R I N
S
I G
N
P O
R T
L A
N D
M
A I N
E
O
W N
N
S T
R U
C T
I
(1) 12'x60' ADMIN
TRAILER
WMH
E
WMH
WG
S
S
SCO
WG
WG
W G
WG
PIV
T
T
T
S
E
E
T
S
PIV
E
E
T
WG
S
S
S
S
T
EHH
E
W G
S
E
S
WG
WMHT
E
E
E T
E
T
T
T
E
EHH
S
E
SCO
SCO
P
C
P
C
C
S
O
U
R
K
N
O
W
N
S
E
W
E
R
V
E
N
T
S
M
H
C
B
E
T
D
DCO
RD
RD
RD
RD
RD
DCO
RD
RD
RD
RD
RD
DCO
DCO
DCO
DCO
L
S
M
H
S
M
H
L
I
A
T
I O
N
S
M
H
P
C
EC BOX
EC BOX
D
R
E
C
O
T
F
A
C
A
T
I O
N
N
S
I B
R
I
E
L
D
S
U
R
V
E
Y
R
E
C
O
R
D
R
O
A
I N
O
U
T
L
E
T
S
C
R
E
C
O
R
D
R
O
A
I N
O
U
T
L
E
T
S
TELE BOX
C
B
C
B
EPED
ELEC
ELEC
EPED
P
C
EC BOX
C
F F
F
F
F F
U
N
D
E
R
G
R
O
U
N
K
I S
L
A
N
D
G
E
S
E
L
F
U
N
E
S
E N:806.96 E:784.37
SHORE TIE STATION
#3 (ELECTRIC POWER
MOUND) SEE B1/E-501
FOR DETAIL
SHORE TIE STATION #1 (WATER &
SANITARY SEWER) SEE A2/P-501
AND D2/P-501 FOR DETAIL
EXISTING ELECTRICAL
CABINET UPGRADES
(SEE B1/E-502 FOR
DETAIL)
SHORE TIE STATION #1
(ELECTRIC - POWER MOUND)
SEE B1/E-501 FOR DETAIL
SHORE TIE STATION #2 (WATER &
SANITARY SEWER) SEE A2/P-501
AND D2/P-501 FOR DETAIL
SHORE TIE STATION #2 (ELECTRIC
- POWER MOUND) SEE B1/E-501
FOR DETAIL
U
G
E
U
G
E U
G
C
U
G
C
U
G
C
U
G
C
U
G
C
U
G
C
U
G
C
U
G
C
U
G
E
U
G
E
W
W
W
S
S
U
G
C
U
G
C
U
G
C
U
G
C
U
G
C
U
G
C
U
G
C
U
G
C
SHORE TIE STATION #3
(WATER & SANITARY
SEWER) SEE A2/P-501 AND
D2/P-501 FOR DETAIL
LIMITS OF PAVEMENT
RESTORATION, SEE A1/C-501 AND
A4/C-501 FOR DETAIL.
2.0" INSULATED PE WATER
SERVICE. SEE E5/C-502 FOR
DETAIL.
2.0" INSULATED PE WATER
SERVICE. SEE E5/C-502
FOR DETAIL.
TIE INTO EXISTING
WATER MANHOLE
2.0" INSULATED PE WATER
SERVICE. SEE E5/C-503
UNDERGROUND
TELECOMMUNICATIONS AND
ELECTRIC SERVICES. SEE A2/C-502
C5/C-502 AND C8/C-502 FOR DETAIL
UNDERGROUND
TELECOMMUNICATIONS AND
ELECTRIC SERVICES. SEE A2/C-502
C5/C-502 AND C8/C-502 FOR DETAIL
SILT SOCK INLET PROTECTION. SEE
DETAIL F7/C-501 (TYP. X20).
RELOCATED LIGHT AND LIGHT
POLE BASE. SEE C8/C-501 AND
A8/C-501 FOR DETAIL (TYP. X
7)
7'X21' SHORE TIE STATION #2
CONCRETE PAD W/
PROTECTIVE BOLLARDS. SEE
SHEET E2/C-501 AND C2/C-501
FOR DETAIL.
7'X21' SHORE TIE STATION #1
CONCRETE PAD W/
PROTECTIVE BOLLARDS. SEE
SHEET E2/C-501 AND C2/C-501
FOR DETAIL.
LIMITS OF PAVEMENT
RESTORATION, SEE
A1/C-501 AND A4/C-501 FOR
DETAIL.
7'X21' SHORE TIE STATION #3
CONCRETE PAD W/
PROTECTIVE BOLLARDS. SEE
SHEET E2/C-501 AND C2/C-501
FOR DETAIL.
INSTALL 20 LF 6" D.I. SANITARY
SEWER. SEE D2/C-502 FOR DETAIL.
INSTALL FERNCO COUPLER OR
APPROVED EQUAL
INSTALL FERNCO COUPLER
OR APPROVED EQUAL.
ABANDONED WATER
SERVICE
ABANDONED WATER
SERVICE
UNDERGROUND ELECTRIC
SERVICE FOR LIGHT POLES.
SEE E8/C-502 FOR DETAIL.
UNDERGROUND
TELECOMMUNICATIONS AND
ELECTRIC SERVICES. SEE A2/C-502
C5/C-502 AND C8/C-502 FOR DETAIL
SHEET ID
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
E D
I T
D A
T E
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
P L O
T T
I N
G
S
C A
L E
S
C A
L E
U S
A
W I N
G
N
S H
E E
T O
F
U S
O
J E
U S
L E
N A
M E
A
M
P A
N Y
C O
N S
U L T
I N
G
A
E
P R
O J E
G
I N
E E
R
A
O
J E
SHEET ID
NOTES:
1. UPON COMPLETION OF CONSTRUCTION, THE PIER UNDERGROUND
UTILITIES WILL REQUIRE INVENTORY,CONDITION ASSESSMENT, AND
MAPPING OF THE ENTIRE PIER’S UNDERGROUND UTILITIES. THIS MUST
BE ACCOMPLISHED IN ACCORDANCE WITH CG CSTO-UTILITIES
INVENTORY, CONDITION ASSESSMENT, AND MAPPING.
2. EXISTING SCUPPERS THAT DRAIN STORMWATER RUNOFF FROM THE
PIER MUST BE TREATED WITH A SEDIMENT SOCK BARRIER TO ENSURE
THAT SEDIMENT FROM THE EXCAVATIONS DOES NOT FLOW INTO THE
HARBOR.
3. THE CONTRACTOR MUST FOLLOW ALL REQUIREMENTS CONTAINED IN
SECTOR SENE EPA STORM WATER PERMIT # MAR05D031.
4. THE CONTRACTOR MUST FOLLOW ALL REQUIREMENTS CONTAINED IN
SECTOR SENE SPILL PREVENTION CONTROL PLAN. ANY CONTAINER
GREATER THAN 55 GALLONS MUST INCLUDE SECONDARY
CONTAINMENT.
5. ALL DUMPSTERS LOCATED ON THE SITE MUST BE COVERED.
0 30' 60'
SCALE: 1"=30'-0"
SITE & UTILITY PLAN
R E
P A
T
E R
F R
O N
T
S E
C T
N
G
L A
N D
W O
O D
S
H
O L
E
M A
C I V
I L
S I T
I L
I T
Y
P
L A
N
SECTOR SE
NEW
ENGLAND
C-102
P
P
C d w g
C I V
I L
E
N G
I N
E E
R I N
G
U
N
O
V I D
E N
C E
K
I L V
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T R
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T
S
U I T
E
W A
R W
I C
K
R
I
S C
O T
T
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A
R S
E N
A U
L T
L D
A D
A M
D A
M S
J B
A P
P L E
D O
R
I N
E
E
N G
I N
E E
R I N
G
L L C
P O
R T
S M
O U
T H
N
M
P S
H I R
E
C O
L B
Y
C
O M
P A
G
I N
E E
R I N
S
I G
N
P O
R T
L A
N D
M
A I N
E
O
W N
N
S T
R U
C T
I
(1) 12'x60' ADMIN
TRAILER
N:806.96 E:784.37
RESTRIPE EXISTING PARKING
SPACES PER LAYOUT
SHEET ID
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
E D
I T
D A
T E
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
P L O
T T
I N
G
S
C A
L E
S
C A
L E
U S
A
W I N
G
N
S H
E E
T O
F
U S
O
J E
U S
L E
N A
M E
A
M
P A
N Y
C O
N S
U L T
I N
G
A
E
P R
O J E
G
I N
E E
R
A
O
J E
SHEET ID
0 30' 60'
SCALE: 1"=30'-0"
SITE & STRIPING PLAN
R E
P A
T
E R
F R
O N
T
S E
C T
N
G
L A
N D
W O
O D
S
H
O L
E
M A
C I V
I L
S I T
R
I P
I N
G
P
L A
N
SECTOR SE
NEW
ENGLAND
C-103
P
P
C d w g
C I V
I L
E
N G
I N
E E
R I N
G
U
N
O
V I D
E N
C E
K
I L V
E R
T
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T R
E E
T
S
U I T
E
W A
R W
I C
K
R
I
S C
O T
T
S
A
R S
E N
A U
L T
L D
A D
A M
D A
M S
J B
A P
P L E
D O
R
I N
E
E
N G
I N
E E
R I N
G
L L C
P O
R T
S M
O U
T H
N
M
P S
H I R
E
C O
L B
Y
C
O M
P A
G
I N
E E
R I N
S
I G
N
P O
R T
L A
N D
M
A I N
E
O
W N
N
S T
R U
C T
I
SHOWN ON PLAN
PARKING SPACE
LAYOUT AS
NOT TO SCALE
PARKING SPACE STRIPING DETAIL
B9
4"
SOLID
WHITE
LINE
2+00
1+501+00
0+50
0+00
S H
O R
E
T
C A
T I O
N
W A
T E
R
S
E R
V I C
E
C
O N
N E
C T
I O
N
I N
P R
O P
O S
W A
T E
R
S
E R
V I C
E
C O
N N
E C
T I O
N
E X
I S
T I N
G
W A
T E
R
M
A N
H O
L E
6" D.I. SANITARY SEWER
INV: -0.73'
EXISTING 3X3
ELECTRIC DUCT BANK
EXISTING 3X3 ELECTRIC
CONDUIT DUCT BANK
EXISTING 2X2
TELECOMMUNICATIONS
DUCT BANK
EXISTING DIRECT
BURIED ELECTRIC
CONDUIT
EXISTING GRADE
PROPOSED 2.0"
INSULATED PE
WATER SERVICE
1+501+00
6+50
0+00
S H
O R
E
T
C
A T
I O
N
W A
T E
R
S
E R
V I C
E
C
O N
N E
C T
I O
N
I N
P R
O P
O S
W A
T E
R
S
E R
V I C
E
C O
N N
E C
T I O
N
1+00
6+50
0+00
S H
O R
E
T
C
A T
I O
N
W A
T E
R
S
E R
V I C
E
C
O N
N E
C T
I O
N
I N
EXISTING 3X3 ELECTRIC
CONDUIT DUCT BANK
EXISTING 2X2
TELECOMMUNICATIONS
DUCT BANK
EXISTING DIRECT
BURIED ELECTRIC
CONDUIT
EXISTING 3X3 ELECTRIC
CONDUIT DUCT BANK
EXISTING 2X2
TELECOMMUNICATIONS
DUCT BANK
EXISTING DIRECT
BURIED ELECTRIC
CONDUIT
EXISTING 3X3 ELECTRIC
CONDUIT DUCT BANK
E X
I S
T I N
G
W A
T E
R
M
A N
H O
L E
EXISTING GRADE
EXISTING GRADE
PROPOSED 2.0"
INSULATED PE
WATER SERVICE
PROPOSED 2.0"
INSULATED PE
WATER SERVICE
SHEET ID
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
E D
I T
D A
T E
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
P L O
T T
I N
G
S
C A
L E
S
C A
L E
U S
A
W I N
G
N
S H
E E
T O
F
U S
O
J E
U S
L E
N A
M E
A
M
P A
N Y
C O
N S
U L T
I N
G
A
E
P R
O J E
G
I N
E E
R
A
O
J E
SHEET ID
0 30' 60'
HORIZONTAL: 1" = 30'-0"
0 3' 6'
VERTICAL: 1" = 3'-0"
0 30' 60'
HORIZONTAL: 1" = 30'-0"
0 3' 6'
VERTICAL: 1" = 3'-0"
0 30' 60'
HORIZONTAL: 1" = 30'-0"
0 3' 6'
VERTICAL: 1" = 3'-0"
R E
P A
T
E R
F R
O N
T
S E
C T
N
G
L A
N D
W O
O D
S
H
O L
E
M A
C I V
I L
W A
T E
R
S
E R
V I C
E
P
R O
F I L
E S
SECTOR SE
NEW
ENGLAND
C-301
P
P
C d w g
C I V
I L
E
N G
I N
E E
R I N
G
U
N
O
V I D
E N
C E
K
I L V
E R
T
S
T R
E E
T
S
U I T
E
W A
R W
I C
K
R
I
S C
O T
T
S
A
R S
E N
A U
L T
L D
A D
A M
D A
M S
J B
A P
P L E
D O
R
I N
E
E
N G
I N
E E
R I N
G
L L C
P O
R T
S M
O U
T H
N
M
P S
H I R
E
C O
L B
Y
C
O M
P A
G
I N
E E
R I N
S
I G
N
P O
R T
L A
N D
M
A I N
E
O
W N
N
S T
R U
C T
I
SHORE TIE #3 WATER SERVICE PROFILE
C-102
SHORE TIE #2 WATER SERVICE PROFILE
SHORE TIE #1 WATER SERVICE PROFILE
E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
E D
I T
D A
T E
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
P L O
T T
I N
G
S
C A
L E
S
C A
L E
U S
A
W I N
G
N
S H
E E
T O
F
U S
O
J E
U S
L E
N A
M E
A
M
P A
N Y
C O
N S
U L T
I N
G
A
E
P R
O J E
G
I N
E E
R
A
O
J E
SHEET ID
(17) #6 BARS @ 16" O.C.
TRANSVERSE AT
CENTER SECTION,
12"O.C. AT HAUNCHES,
TOP AND BOTTOM
3/4" CHAMFER TYP.
(6) #6 BARS @ 16" O.C.
LONGITUDINAL AT
CENTER SECTION,
12"O.C. AT HAUNCHES,
TOP AND BOTTOM
2" MIN CLEAR
SEE CIVIL DRAWINGS
FOR GRADE
CONDITION
R E
V E
A L
M I N
SELECT GRANULAR
MATERIAL
NATIVE SOIL
EQUIPMENT - SEE
CIVIL
ADD (2) #4 x3'-0" AT EA. CORNER OF
BLOCKOUT, 2" COVER FROM TOP, TYP.
ALL OPININGS
21'-0"
18"x18"± BLOCKOUT FOR ELECTRICAL
CONDUITS, COORDINATE W/
ELECTRICAL DRAWINGS
12"x18"± BLOCKOUT FOR
SANITARY SEWER,
COORDINATE W/ P-501
C2
C-501
BLOCKOUT - COORDINATE WITH
ELECTRICAL EQUIPMENT LAYOUT
BLOCKOUT - COORDINATE WITH
SANITARY SEWER LAYOUT
EQUIPMENT - SEE
ELECTRICAL
EXISTING LIGHT
POLE
CONCRETE LIGHT
POLE BASE
#3 STIRRUPS
AROUND LIGHT
POLE ANCHOR
RODS AT 2" O.C.
(4) #4 BARS
(4) #4 BARS TOP AND BOTTOM
WITH STANDARD HOOKS @ 4"
O.C.- DRILL AND EPOXY INTO
EXISTING FENDER PILE CAP - 12"
EMBED
ROUGHEN EXISTING PILE CAP
SURFACE TO 1/4" AMPLITUDE,
APPLY BONDING AGENT PRIOR
TO CAST NEW POST BASE
EXISTING FENDER
PILE CAP
EXISTING TIMBER
BUMPER SYSTEM
6"X6" ACCESS BOND OUT
FOR EXISTING THROUGH
BOLT FOR TIMBER
BUMPER
#4 BARS WITH
STANDARD HOOKS
AT EACH END
2'-0"
0'-9"
2'-6'
NOT TO SCALE
SHORE TIE SLAB SECTION
C2
NOT TO SCALE
LIGHT POLE BASE FOUNDATION DETAIL
A8
NOT TO SCALE
SHORE TIE SLAB DETAIL
E2
WATER "HOT BOX". SEE
P-501 FOR DETAILS
ADD (2) #4 x3'-0" AT EA. CORNER OF
BLOCKOUT, 2" COVER FROM TOP, TYP.
ALL OPENINGS
R E
P A
T
E R
F R
O N
T
S E
C T
N
G
L A
N D
W O
O D
S
H
O L
E
M A
C I V
I L
C I V
T
A I L
S
SECTOR SE
NEW
ENGLAND
C-501
P
P
C d w g
C I V
I L
E
N G
I N
E E
R I N
G
U
N
O
V I D
E N
C E
K
I L V
E R
T
S
T R
E E
T
S
U I T
E
W A
R W
I C
K
R
I
S C
O T
T
S
A
R S
E N
A U
L T
L D
A D
A M
D A
M S
J B
A P
P L E
D O
R
I N
E
E
N G
I N
E E
R I N
G
L L C
P O
R T
S M
O U
T H
N
M
P S
H I R
E
C O
L B
Y
C
O M
P A
G
I N
E E
R I N
S
I G
N
P O
R T
L A
N D
M
A I N
E
O
W N
N
S T
R U
C T
I
FINISH GRADE
9" SUBBASE COURSE, TYPE 2, MASS DOT
ITEM #402
FINISH GRADE
ONE (1) LAYER OF GEOTEXTILE STABILIZATION, MIRAFI 140N OR
APPROVED EQUAL
NOT TO SCALE
TYPICAL PAVEMENT PATCH (SINKHOLES)
A1
NOT TO SCALE
TYPICAL PAVEMENT SECTION
A4
1.0" 12.5 F9 TOP COURSE HMA, MASS DOT ITEM #455023
2.0" 19 F9 BINDER COURSE HMA, MASS DOT ITEM #455.24
9" SUBBASE COURSE, TYPE 2, MASS DOT ITEM #402
WATER FLOW
WORK AREA
AREA TO BE
PROTECTED
PLAN VIEW SECTION
SILT SOCK SIZED PER
MANUFACTURER
RECOMMENDATIONS
WORK AREA
AREA TO BE
PROTECTED
SECURE AND SIZE SILT SOCK
PER MANUFACTURER
RECOMMENDATIONS
NOT TO SCALE
SILT SOCK DETAIL
F7
C L
R
(6) #6 BARS @ 12" O.C.
LONGITUDINAL, TOP AND
BOTTOM
2'-6" SQUARE HAUNCH
MIN. BENEATH
BOLLARDS, TYP.
C L
R
1'-6"
#6 REINFORCING @ 12"
O.C. - HOOK BAR ENDS
2'-6" SQUARE HAUNCH
MIN. BENEATH
BOLLARDS, TYP.
6" DIAM. PIPE BOLLARD
5'-0" 4'-4" 4'-8"
12"
4 - 3/4" ANCHOR RODS
WITH 12" MINIMUM
EMBEDMENT
STEEL LIGHT
POLE BASE
MATCH ANCHOR BOLT
PATTERN ON EXISTING
LIGHT POLE BASED TO BE
REINSTALLED.
EXISTING THROUGH BOLT
(TYP)
EXISTING CONCRETE PILE
CAP
2'-0"
NOT TO SCALE
LIGHT POLE BASE FOUNDATION PLAN VIEW
C8
PRIME AND PAINT SAFETY YELLOW
" TALL GROUT WASH DOME
6"Ø GALVANIZED SCH. 40, ASTM
A53, TYPE E OR S STEEL PIPE
FILLED WITH CONCRETE, MIN.
BURIAL DEPT 1-10".
1.0" 12.5 F9 TOP COURSE HMA, MASS
DOT ITEM #455023
2.0" 19 F9 BINDER COURSE HMA, MASS
DOT ITEM #455.24
6"X6" ACCESS BOND OUT
FOR EXISTING THROUGH
BOLT FOR TIMBER
BUMPER
B O
L L
A R
D
H
E I G
E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
E D
I T
D A
T E
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
P L O
T T
I N
G
S
C A
L E
S
C A
L E
U S
A
W I N
G
N
S H
E E
T O
F
U S
O
J E
U S
L E
N A
M E
A
M
P A
N Y
C O
N S
U L T
I N
G
A
E
P R
O J E
G
I N
E E
R
A
O
J E
SHEET ID
EXCAVATION IN LEDGE
EXISTING GROUND SURFACE
FINAL GRADING
NO LEDGE OR UNEXCAVATED
MATERIAL SHALL PROJECT
BEYOND THIS LINE
12"
EXCAVATION IN EARTH
ABOVE THE CROWN
SIDES & BOTTOM OF TRENCH TO 6"
BE PLACED AGAINST UNDISTURBED
CRUSHED STONE SHALL
FOR PVC SEWER PIPE, 3/4"
COMPACTED IN 12" LIFTS AND
COMMON FILL MATERIAL TO BE
UNDER PAVEMENT
IN LEDGE
6" MINIMUM
NEW SEWER
CROSS COUNTRY
SHEETING, IF USED, SHALL BE
LEFT IN PLACE, BELOW 12" ABOVE
PIPE CROWN, EXCEPT WHERE
OTHERWISE INDICATED OR DIRECTED
LINE OF NARROW TRENCH LIMIT
TRENCH WIDTH
Ws OR Wu
Ws/2 Ws/2 OR
Wu/2
6"
DIAMETER OF PIPE
D
12" AND SMALLER
Wu
UNSHEETED
3'-0"
TRENCH WIDTH Ws OR Wu
CONFORM TO MassDOT SEC 402 & 403
CONFORM TO MassDOT SEC 402 & 403
COMMON FILL MATERIAL TO BE
COMPACTED IN 24" LIFTS AND
6" MIN.
BEDDING
FILTER FABRIC
MIN. DEPTH: 3' WITH 2"
INSULATION, 4' WITH NO
INSULATION
SEE PAVEMENT
TYPICAL SECTION
DETAIL
NOTES:
1. COMMON FILL MATERIAL CAN BE USED FOR BACKFILL ABOVE THE LINE OF NARROW TRENCH LIMIT.
6" WARNING TAPE
(12" IN ROCK CUT)
PIPE DIAMETER
PLUS 24" OR MIN 3'-0" WHICHEVER IS
GREATER
SEE TYPICAL
PAVEMENT SECTION
EDGE TO BE SAWN OR CUT AS
NECESSARY
BACKFILL WITH SELECT
GRANULAR MATERIAL.
BLUE DETECTABLE TAPE
(WATER) FOR
NON-METALIC PIPE. NON
DETECTABLE TAPE FOR
METALIC PIPE.
WATER MAIN
" CRUSHED STONE
BEDDING FOR FULL WIDTH
OF TRENCH.
5'
MI
N.
6"D
SAND BEDDING PLACE IN
12" LIFTS AND COMPACT
TO 90% STANDARD
PROCTIR MAXIMUM
DENSITY MINIMUM 12"
UNDISTURBED
SOIL
NOT TO SCALE
TYPICAL SANITARY SEWER SECTION
D2
NOT TO SCALE
TYPICAL WATER MAIN PIPE TRENCH DETAIL
E5
NOT TO SCALE
CONDUIT TRENCH DETAIL
E8
M
I N
T
O
F
I N
I S
H
G
R A
D E
BACKFILL WITH SUITABLE
MATERIAL (EXISTING
NON-CONTAMINATED GRAVEL
IS SUITABLE MATERIAL)
2'-0" (MIN.)
NOTE:
* MATCH EXISTING UNDERGROUND CONDUIT DEPTH
POLYETHYLENE WARNING
TAPE IN CENTER OF
TRENCH 12" BELOW
FINAL GRADE
SEE
ASPHALT/CONCRETE
PAVEMENT DETAIL
6" SAND BORROW
BEDDING, MASSDOT # 154
- SAND BORROW
1" SITE LIGHTING PVC
SCHEDULE 40 CONDUIT
#4 STIRRUPS
AT 8" O.C.
#5 @ 8" O.C., CONT.
MAX. PROVIDE
MINIMUM ONE IN
EACH CORNER (QTY.
VARIES)
M I N
T
Y P
6" MIN. AGGREGATE
BASE (TYPE A,
CRUSHED GRAVEL)
12" MIN. AGGREGATE
SUBBASE (TYPE D,
SCREENED GRAVEL)
EXISTING PAVING
SAWCUT AS REQUIRED,
SEE ASPHALT
CONCRETE DETAIL FOR
REPAIR
1'- 6"
5 1 /2"
3" C
LE
AR
6"
5 1 /2"
3" CLEAR
7"
6"8"
1'-6"
1'-0"
TYP.
WARNING
TAPE
4" CONDUIT
(TYP)
6" COMPACTED GRAVEL (TYPE D.
SCREENED GRAVEL)
2'- 0"
M
IN
6"
4,000 PSI CONCRETE
AFTER 28 DAYS
#5 @ 8" O.C., CONT.
MAX. PROVIDE
MINIMUM ONE IN
EACH CORNER (QTY.
VARIES)
M I N
T
Y P
6" MIN. AGGREGATE
BASE (TYPE A,
CRUSHED GRAVEL)
12" MIN. AGGREGATE
SUBBASE (TYPE D,
SCREENED GRAVEL)
"3"
C
LE
AR
5.5
6"
1'-6"
1'-0"
TYP.
WARNING
TAPE
4" CONDUIT
(TYP)
2'- 0"
M
IN
6"
4,000 PSI CONCRETE
AFTER 28 DAYS
8"6"
#4 STIRRUPS
AT 8" O.C.
6" COMPACTED GRAVEL (TYPE D.
SCREENED GRAVEL)
NOT TO SCALE
CONCRETE ENCASED TWO WAY DUCT BANK
C5
NOT TO SCALE
CONCRETE ENCASED FOUR WAY DUCT BANK
C8
FINISH GRADE
EXISTING 9 WAY
ELECTRIC DUCT BANK
AND EXISTING
TEL/COMM 4 WAY
DUCT BANK
PROPOSED SHORE
TIE STATION
IMPROVEMENTS
PROPOSED TELECOM
AND ELECTRIC
CONCRETE ENCASED
DUCT BANKS (WIDTH
AND DEPTH VARIES,
SEE DUCT BANK
DETAIL ON THIS
SHEET)
NOT TO SCALE
TYPICAL UTILITY CROSSING
A2
R E
P A
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F R
O N
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L A
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O D
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C I V
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A I L
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SECTOR SE
NEW
ENGLAND
C-502
P
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C I V
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T R
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U I T
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W A
R W
I C
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S C
O T
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A
R S
E N
A U
L T
L D
A D
A M
D A
M S
J B
A P
P L E
D O
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E
N G
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R I N
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L L C
P O
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S M
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N
M
P S
H I R
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C O
L B
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C
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P A
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R I N
S
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N
P O
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L A
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M
A I N
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O
W N
N
S T
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I
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S I G
N E
D
B
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D E
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R I P
T I O
N
M A
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E D
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D A
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C H
E C
K E
D
B
Y
D R
A W
N
B
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G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
P L O
T T
I N
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S
C A
L E
S
C A
L E
U S
A
W I N
G
N
S H
E E
T O
F
U S
O
J E
U S
L E
N A
M E
A
M
P A
N Y
C O
N S
U L T
I N
G
A
E
P R
O J E
G
I N
E E
R
A
O
J E
SHEET ID
DOMESTIC COLD WATER
SANITARY SEWER
ITEMS TO BE REMOVED
SANITARY SEWER (BELOW SLAB)
LINE TYPES LEGEND
APPLICABLE CODES AND STANDARDS
· UFC 3-420-01 PLUMBING SYSTEMS
· 2018 INTERNATIONAL PLUMBING CODE
· 248 CMR 10.00: MASSACHUSETTS UNIFORM STATE PLUMBING CODE
FCO
REDUCER
W
PLUMBING SYMBOLS
AUTOMATIC AIR VENT
BALL VALVE
CAP
CHECK VALVE
ELBOW DOWN
ELBOW UP OR UP AND DOWN
FLOOR CLEANOUT
FLOOR DRAIN
GATE VALVE
T & P RELIEF VALVE
G GAS METER
HOSE BIBB
CONNECT TO EXISTING
BACKFLOW PREVENTER
UNION
WATER HAMMER ARRESTOR
IN-LINE PUMP
WATER METER
THERMOMETER IN WELL
TEE DOWN
PRESSURE REGULATOR
VACUUM RELIEF VALVE
WALL CLEANOUT
CO
CLEANOUT
WCO
IN INCHES
INS INSULATION
LBS POUNDS
MAU MAKEUP AIR UNIT
MBH 1000 BTUH
MECH MECHANICAL
MIN MINIMUM
MP MEDIUM PRESSURE
NC NORMALLY CLOSED
NG NATURAL GAS
NIC NOT IN CONTRACT
NFWH NON FREEZE WALL HYDRANT
NO NUMBER
NPW NON-POTABLE WATER
O2 OXYGEN
P PLUMBING FIXTURE
PH PHASE
PSIG POUNDS PER SQUARE INCH GAUGE
PRV PRESSURE REDUCING VALVE
PVC POLYVINYL CHLORIDE
RECIRC RECIRCULATED
RHW RECIRCULATED HOT WATER
RPZ REDUCED PRESSURE ZONE
RW RAIN WATER
RWL RAIN WATER LEADER
RD ROOF DRAIN
SAN SANITARY
SCHD SCHEDULE
SCW SOLAR COLLECTOR WATER
SIM SIMILAR
SF SQUARE FEET
SOV SHUT OFF VALVE
SRV SAFETY RELIEF VALVE
SS STAINLESS STEEL
TW TEMPERED WATER
TYP TYPICAL
V VENT, VOLT
VTR VENT THROUGH ROOF
W WASTE, WATT
W/ WITH
WC WATER CLOSET
WCO WALL CLEANOUT
WH WALL HYDRANT
WHA WATER HAMMER ARRESTOR
@ AT
ACFM ACTUAL CUBIC FEET PER MINUTE
AD AREA DRAIN
AFF ABOVE FINISHED FLOOR
ARCH ARCHITECTURAL
AS AIR SEPARATOR
BFP BACKFLOW PREVENTER
BTUH BRITISH THERMAL UNITS PER HOUR
C CONDENSATE
CA COMPRESSED AIR
CENTRIF CENTRIFUGAL
CFH CUBIC FEET PER HOUR
CO CLEANOUT
CONC CONCRETE
CP CIRCULATOR PUMP
CS CARBON STEEL
CW COLD WATER
D DRAIN
DCW DOMESTIC COLD WATER
DEG DEGREE
DHWR DOMESTIC HOT WATER RETURN
DHWS DOMESTIC HOT WATER SUPPLY
DIA DIAMETER
DWH DOMESTIC WATER HEATER
DWG DRAWING
E, (E) EXISTING
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
F FAHRENHEIT
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FP FIRE PROTECTION
FT FOOT/FEET
G GAS
GAL GALLON
GM GAS METER
GPF GALLONS PER FLUSH
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
HB HOSE BIBB
HP HORSEPOWER
HW HOT WATER
HZ HERTZ
ABBREVIATIONS
GENERAL NOTES:
1. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO
DRAWINGS MARKED P-#.
2. DRAWINGS ARE DIAGRAMMATIC; DETERMINE LOCATIONS OF SYSTEMS
AND COMPONENTS IN FIELD.
3. COORDINATE WITH THE USCG CONTRACTING OFFICER TO MINIMIZE
POTABLE WATER OUTAGES.
4. COORDINATE WORK OF THIS DIVISION WITH THAT OF OTHER
DIVISIONS.
5. COORDINATE WORK WITH TRADES INVOLVED. PROVIDE OFFSETS IN
PIPING AND TRANSITIONS AROUND OBSTRUCTIONS AT NO ADDITIONAL
COST TO THE OWNER.
6. PROVIDE ACCESS PANELS, WHERE REQUIRED, TO SERVICE VALVES
AND CONCEALED PLUMBING EQUIPMENT.
7. CONTROL WIRE AND CONDUIT SHALL COMPLY WITH NEC
SPECIFICATIONS.
8. INSULATE PIPING AS SPECIFIED. PERFORM ANY SPECIFIED TESTING
AND INSPECTIONS BEFORE INSULATING.
9. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND
GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING.
10. PITCH ABOVEGROUND DRAINAGE PIPING A MINIMUM OF 1/4" PER FOOT
IN DIRECTION OF FLOW FOR PIPING NPS 2-1/2 AND SMALLER; 1/8" PER
FOOT IN DIRECTION OF FLOW FOR PIPING NPS 3 AND LARGER.
11. REFER TO CIVIL DRAWING C-310 FOR BURIED WATER UTILITY
PROFILES.
PRESSURE GAUGE
R E
P A
T
E R
F R
O N
T
S E
C T
N
G
L A
N D
W O
O D
S
H
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M A
P L
U M
B I N
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G E
N E
R A
L
N
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E N
D S
SECTOR SE
NEW
ENGLAND
P-001
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A
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P P
M L
P M
L S
J B
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P L E
D O
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L L C
P O
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S M
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N
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P S
H I R
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C O
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P A
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05/12/21
E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
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E D
I T
D A
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C H
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D
B
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D R
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2 3 4 5 6 7 8 9 10
F
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D
C
B
A
P L O
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S
C A
L E
S
C A
L E
U S
A
W I N
G
N
S H
E E
T O
F
U S
O
J E
U S
L E
N A
M E
A
M
P A
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C O
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U L T
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A
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P R
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A
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SHEET ID
NOTES:
1. REFER TO CIVIL DRAWING CD-101 FOR LOCATIONS OF SHORE TIE STATIONS THAT MUST
BE REMOVED. PLUMBING CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF
ABOVE-GRADE DOMESTIC WATER AND SANITARY SEWER PIPING ASSOCIATED WITH
THESE SHORE TIE STATIONS.
2. REFER TO CIVIL DRAWING C-102 FOR LOCATIONS OF NEW SHORE TIE STATIONS.
PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL NEW ABOVE-GRADE DOMESTIC
WATER AND SANITARY SEWER PIPING AT THE NEW SHORE TIE STATIONS, AS WELL AS
THE WATER PIPE ENCLOSURES.
3. REFER TO CIVIL DRAWINGS FOR UTILITY DETAILS.
4. CONFIRM HOSE CONNECTION TYPES AND SIZES WITH CONTRACTING OFFICER PRIOR
TO INSTALLATION.
5. CONFIRM WATER PRESSURE REGULATOR SETPOINTS WITH THE CONTRACTING
OFFICER PRIOR TO INSTALLATION.
6. PLUMBING CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH OTHER TRADES
AND ENSURING THAT THE WATER PIPING, ELECTRICAL DEVICES, AND HEATING SYSTEM
COMPONENTS FIT INSIDE THE WATER ENCLOSURE AND MEET CLEARANCE
REQUIREMENTS PER CODE AND MANUFACTURER'S INSTRUCTIONS FOR MAINTENANCE
ACCESS.
7. ABOVE-GRADE SANITARY SEWER PIPING AND HOSE CONNECTIONS WILL BE EXPOSED
TO THE OUTDOORS.
8. PRE-FABRICATED WATER ENCLOSURES: DOUBLE-WALL MARINE GRADE ALUMINUM
CONSTRUCTION WITH 1-1/2" THICK CLOSED CELL FOAM INSULATION AND MEET
ASSE-1060 CLASS 1 STANDARDS. FRONT AND TOP ACCESS PANELS FOR MAINTENANCE
ACCESS. SEE SPECIFICATION SECTION 22 70 00.
9. HEATING SYSTEM COMPONENTS: 120VAC SELF-REGULATING HEATING CABLE
DESIGNED FOR OUTDOOR TEMPERATURE OF -30 DEG F AND ENCLOSURE
TEMPERATURE OF 40 DEG F. SEE SPECIFICATION SECTION 22 70 00.
10. INSULATE WATER PIPING, FITTINGS, AND VALVE BODIES PER SPECIFICATIONS.
11. PROVIDE UV-RESISTANT SIGNAGE ON WATER AND SEWER ENCLOSURES TO IDENTIFY
THE SHORE TIE STATION NUMBER, HOSE CONNECTIONS, AND VALVE OPERATORS.
COORDINATE WITH CONTRACTING OFFICER FOR SPECIFIC SIGNAGE REQUIREMENTS.
12. HOSE CONNECTIONS MUST BE A MINIMUM OF 12-INCHES ABOVE GRADE.
13. INSTALL WATER HOSE CONNECTIONS AND SHUTOFF VALVE OPERATORS TO BE
ACCESSIBLE FROM THE OUTSIDE OF THE SHORE TIE STATION ENCLOSURES SO THAT
THE WATER ENCLOSURES DO NOT NEED TO BE OPENED FOR NORMAL USE. ADHERE TO
MANUFACTURER'S INSTRUCTIONS FOR SUPPORT OF DEVICES, PIPING, AND WIRING
INSIDE ENCLOSURE.
14. PENETRATIONS THROUGH THE ENCLOSURE MUST BE CUT, SEALED, AND FRAMED PER
MANUFACTURER'S INSTRUCTIONS.
15. DISSIMILAR METALS BETWEEN PIPE COMPONENTS OR BETWEEN THE ALUMINUM
ENCLOSURE AND PENETRATING ELEMENTS MUST BE DIELECTRICALLY INSULATED FOR
GALVANIC CORROSION PROTECTION.
SCALE NTS
TYPICAL SHORE TIE STATION SCHEMATIC DETAIL
A2
WEATHERPROOF RED
LOW-TEMPERATURE ALARM LED
BEACON ON EXTERIOR OF ENCLOSURE
T T
4" SANITARY SEWER
(TYP. 2)
BLIND FLANGE (TYP. 2)
4" BUTTERFLY VALVE (TYP. 2)
HOSE CONNECTION WITH
CAP AND CHAIN (TYPICAL)
120V LOW TEMPERATURE
ALARM WITH AUDIBLE AND
REMOTE VISUAL INDICATORS
120V SELF-REGULATING HEAT CABLE.
INSTALL ABOVE LEVEL OF
RPZ BACKFLOW PREVENTER DISCHARGE.
BACKFLOW PREVENTER RELIEF DRAIN TO
DISCHARGE INSIDE ENCLOSURE. WHEN WATER
LEVEL BUILDS UP INSIDE ENCLOSURE,
A SPRING-LOADED DOOR (BY ENCLOSURE
MANUFACTURER) WILL OPEN TO DISCHARGE
WATER TO GRADE.
RPZ BFP WITH ISOLATION VALVES:
1-1/2" FOR SHORE TIE #1
2" FOR SHORE TIES #2 AND #3
HOSE CONNECTION WITH SHUTOFF
VALVE (TYPICAL FOR 2). VALVE MUST BE
OPERABLE FROM OUTSIDE
OF THE ENCLOSURE. PROVIDE
REMOTE VALVE OPERATOR IF VALVE
IS NOT BUILT-IN TO THE HOSE CONNECTION.
PRE-FABRICATED,
INSULATED POTABLE WATER
ENCLOSURE, HEATED
R E
P A
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F R
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R W
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A
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E N
A U
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P P
M L
P M
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J B
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P L E
D O
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N G
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L L C
P O
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S M
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N
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P S
H I R
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C O
L B
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C
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P A
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P O
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1-1/2" WATER SUPPLY TO SHORE TIE #1
2" WATER SUPPLY TO SHORE TIES #2 AND #3
(SEE CIVIL)
SCALE NTS
TYPICAL SHORE TIE STATION PLAN VIEW DETAIL
D2
WATER SERVICE ENTRANCE
TO ENCLOSURE (SEE CIVIL)
WATER ENCLOSURE FRONT
ACCESS PANEL AND HINGED
BACKFLOW PREVENTER
DRAIN PANEL
HOSE CONNECTION SIZES
· SHORE TIE STATION #1
·· ONE 3/4"
·· ONE 1"
· SHORE TIE STATION #2
·· TWO 1-1/2"
· SHORE TIE STATION #3
·· TWO 1-1/2"
DOMESTIC WATER
ENCLOSURE
AQUASHIELD
BFP2-S OR
APPROVED EQUAL
GFCI RECEPTACLE INSIDE
ENCLOSURE (SEE
ELECTRICAL) FOR
HEATING SYSTEM
4" SANITARY SERVICE UP
THROUGH PAD (BY CIVIL)
HOSE CONNECTION SIZES
· SHORE TIE STATION #1
·· ONE 2-1/2"
·· ONE 2"
· SHORE TIE STATION #2
·· TWO 4"
· SHORE TIE STATION #3
·· TWO 4"
ELECTRICAL
EQUIPMENT
(SEE ELECTRICAL)
WEATHERPROOF RED
LOW-TEMPERATURE ALARM LED
BEACON
POLYETHYLENE TO COPPER COUPLING
ABOVEGROUND PIPING IS COPPER
PRESSURE REGULATOR
SET TO 55 PSI
CONCRETE PAD (SEE CIVIL)
GFCI RECEPTACLE (SEE
ELECTRICAL) TO POWER HEATING
CABLE AND LOW TEMPERATURE
ALARM SYSTEM
M I N
CONCRETE PAD
FASTEN ENCLOSURE TO
CONCRETE PAD PER
MANUFACTURER'S
INSTRUCTIONS
SEQUENCE OF OPERATIONS - SPACE HEATING SYSTEM
1. WHEN THE POTABLE WATER ENCLOSURE TEMPERATURE FALLS BELOW 40 DEG F (ADJUSTABLE), AS SENSED BY A
BUILT-IN THERMOSTAT, THE ELECTRIC SPACE HEATER SHALL ENERGIZE TO MAINTAIN TEMPERATURE SETPOINT.
2. WHEN THE POTABLE WATER ENCLOSURE IS BELOW 35 DEG F (ADJUSTABLE) FOR A PERIOD OF AT LEAST 15
MINUTES (ADJUSTABLE), AUDIBLE AND VISUAL ALARMS MUST ACTIVATE TO ALERT STATION PERSONNEL.
KEYED NOTES:
DEVICE SUPPLIED BY ENCLOSURE MANUFACTURER, INSTALLED BY CONTRACTOR.
HOSE CONNECTION VACUUM
BREAKER (TYPICAL)
E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
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E D
I T
D A
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C H
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K E
D
B
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D R
A W
N
B
Y
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
P L O
T T
I N
G
S
C A
L E
S
C A
L E
U S
A
W I N
G
N
S H
E E
T O
F
U S
O
J E
U S
L E
N A
M E
A
M
P A
N Y
C O
N S
U L T
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SHEET ID
1. GENERAL NOTES, SYMBOL LISTS AND DETAILS ARE TO BE CONSIDERED AS
APPLICABLE TO ALL ELECTRICAL DRAWINGS FOR THIS PROJECT. SYMBOLS AND
ABBREVIATIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY AND DO NOT
INDICATE THEIR INCORPORATION IN THE DESIGN.
2. DRAWINGS ARE SCHEMATIC AND DIAGRAMMATIC. USE JUDGMENT AND CARE TO
INSTALL ELECTRICAL WORK TO FUNCTION PROPERLY AND FIT WITHIN BUILDING
CONSTRUCTION AND FINISHES. ELECTRICAL CONDUCTORS, CONDUIT, COMPONENTS,
NOT SHOWN OR SPECIFIED, WHICH ARE REQUIRED FOR ANY DEVICE OR SYSTEM TO
PRODUCE A COMPLETE AND OPERATIVE SYSTEM ARE REQUIRED TO BE FURNISHED
AND INSTALLED.
3. PERFORM WORK IN ACCORDANCE WITH NFPA-70, NATIONAL ELECTRICAL CODE (NEC)
2020.
4. VERIFY THAT FIELD MEASUREMENTS, SURFACES, SUBSTRATES AND CONDITIONS ARE
AS REQUIRED, AND READY TO RECEIVE WORK. DO NOT PROCEED WITH WORK UNTIL
UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. BY BEGINNING WORK,
CONTRACTOR ACCEPTS CONDITIONS AND ASSUMES RESPONSIBILITY FOR
CORRECTING UNSUITABLE CONDITIONS ENCOUNTERED AT NO ADDITIONAL COST.
5. PANEL SCHEDULE INFORMATION FOR EXISTING PANELS IS BASED ON AVAILABLE
INFORMATION DURING DESIGN. VERIFY THAT PANEL SCHEDULES ARE ACCURATE AND
NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCY PRIOR TO COMMENCING
WORK.
6. REMOVE ELECTRICAL EQUIPMENT COMPLETELY WHERE INDICATED. REMOVE
CONDUIT, CIRCUIT CONDUCTORS, SWITCHES, LIGHTING FIXTURES AND
MISCELLANEOUS APPLIANCES BACK TO ENERGIZING SOURCE OR JUNCTION BOX
WHERE MULTIPLE EQUIPMENT IS POWERED.
7. CONDUCTOR MATERIAL, INCLUDING WIRING, PANELBOARD BUSES, TRANSFORMER
WINDINGS, AND GROUNDING MUST BE COPPER. ALUMINUM CONDUCTORS ARE NOT
ALLOWED.
8. UNLESS OTHERWISE NOTED, FOR 20A-1P BRANCH CIRCUIT WIRING USE 2#12 AWG
CONDUCTORS AND #12 GND. HOME RUNS FED FROM 20A-1P CIRCUITS IN EXCESS OF
100 FEET USE #10 AWG.
9. USE THHN/THWN INSULATION FOR INTERIOR DISTRIBUTION AND BRANCH WIRING AND
USE XHHW INSULATION FOR EXTERIOR DISTRIBUTION AND BRANCH WIRING.
10. UNLESS OTHERWISE NOTED, PROVIDE TYPE EMT CONDUIT FOR INTERIOR RACEWAY,
FIBERGLASS CONDUIT FOR EXTERIOR RACEWAY.
11. SEAL PENETRATIONS THROUGH FLOORS, RATED WALLS AND PARTITIONS WITH UL
APPROVED FIRE SEALANT MATERIAL TO MAINTAIN THE RATING OF SEPARATION.
12. EQUIPMENT CONNECTIONS ARE SHOWN FOR BASIS-OF-DESIGN PRODUCTS.
COORDINATE EQUIPMENT CONNECTIONS - INCLUDING DISCONNECTING MEANS,
OVERCURRENT PROTECTION, AND WIRE SIZING - WITH SELECTED MANUFACTURER'S
RECOMMENDED INSTRUCTIONS.
13. PROVIDE MOUNTING HARDWARE NECESSARY FOR A COMPLETE INSTALLATION.
MOUNT EQUIPMENT AND ROUTE CONDUIT SO AS NOT TO INTERFERE WITH
OPERATIONS SUCH AS OVERHEAD DOORS, DOOR SWINGS, ACCESS POINTS, AND
OTHER INSTALLATIONS.
14. MANUFACTURER'S NAMES AND MODEL NUMBERS ARE USED THROUGHOUT THE
PROJECT FOR DESCRIPTIVE PURPOSES ONLY AND ARE INTENDED TO INDICATE THE
STANDARD OF MATERIAL OR ARTICLES REQUIRED. DESIGN IS PREDICATED AROUND
LISTED MANUFACTURERS AS NOTED ON SCHEDULES AND NOTES AND IS NOT
INTENDED TO LIMIT THE CONTRACTOR TO ONE MANUFACTURER.
15. SUPPLY DISTRIBUTION EQUIPMENT FROM THE SAME MANUFACTURER. APPROVED
MANUFACTURERS INCLUDE SQUARE D, EATON/CUTLER-HAMMER, SIEMENS, OR
APPROVED EQUAL.
16. GROUND THE ELECTRICAL DISTRIBUTION SYSTEM IN ACCORDANCE WITH NEC
ARTICLE 250 AND ELECTRICAL SPECIFICATIONS.
17. PERFORM COMMUNICATIONS WORK IN ACCORDANCE WITH APPLICABLE
TELECOMMUNICATIONS INDUSTRY ASSOCIATION AND ELECTRONICS INDUSTRIES
ALLIANCE (TIA/EIA) STANDARDS. FOLLOW SELECTED MANUFACTURERS'
RECOMMENDED INSTALLATION AND CONNECTION PROCEDURES. COORDINATE
TELEPHONE AND DATA INSTALLATIONS WITH OWNER'S REPRESENTATIVE.
18. INSTALL AND TEST TELECOMMUNICATIONS CABLING ACCORDING TO TIA/EIA
STANDARDS.
19. LABEL NEW EQUIPMENT ENCLOSURES, SWITCHES, RECEPTACLES, AND DEVICES WITH
THE SOURCE CIRCUIT AND EQUIPMENT CONTROLLED WHERE APPLICABLE. APPLY
APPROPRIATE ARC-FLASH LABELS TO NEW PANELBOARDS AND SWITCHBOARDS.
Ø DIAMETER
A AMPERE
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AHJ AUTHORITY HAVING JURISDICTION
AIC AMPERE INTERRUPTING CAPACITY
AST ABOVE-GROUND STORAGE TANK (FUEL)
ATS AUTOMATIC TRANSFER SWITCH
AWG AMERICAN WIRE GAUGE
BACS BUILDING AUTOMATION CONTROL SYSTEM (SEE MECHANICAL)
BLDG BUILDING
BMF BOAT MAINTENANCE FACILITY
C CONDUIT
COMM COMMUNICATIONS (VOICE/DATA)
COR CONTRACTING OFFICER'S REPRESENTATIVE
CT CURRENT TRANSFORMER
EGB ELECTRICAL GROUNDING BUS
EC ELECTRICAL CONTRACTOR
EMT ELECTRICAL METALLIC TUBING
ETR EXISTING TO REMAIN
FACP FIRE ALARM CONTROL PANEL
FWE FURNISHED WITH EQUIPMENT
GFCI GROUND FAULT CIRCUIT INTERRUPT
GND GROUND
GSHP GROUND SOURCE HEAT PUMP (BY MECHANICAL)
HACR HEATING, AIR CONDITIONING, AND REFRIGERATION
HID HIGH-INTENSITY DISCHARGE (WALLPACK)
HP HORSEPOWER
K KILO
KCMIL THOUSAND CIRCULAR MILS
KVA KILOVOLT-AMPERE
KW KILOWATT
KWH KILOWATT-HOUR
LTG LIGHTING
MAX MAXIMUM
MC METAL CLAD
MCB MAIN CIRCUIT BREAKER
MFR MANUFACTURER
MIN MINIMUM
MLO MAIN LUG ONLY
MMB MULTI-MISSION BUILDING
MTD MOUNTED
MTS MANUAL TRANSFER SWITCH
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NTS NOT TO SCALE
OBI OPTIONAL BID ITEM
OSP OUTSIDE PLANT
P POLE
PC PHOTOCELL
PH PHASE
POTS PLAIN OLD TELEPHONE SERVICE
PVC POLYVINYL CHLORIDE
QTY QUANTITY
RM(S) ROOM(S)
RSC RIGID STEEL CONDUIT
SATV SATELLITE TELEVISION
SPD SURGE PROTECTIVE DEVICE
STP SHIELDED TWISTED PAIR
TBD TO BE DETERMINED
TGB TELECOMMUNICATIONS GROUNDING BUS
TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION
TYP TYPICAL
UL UNDERWRITERS LABORATORIES
UPS UNINTERRUPTIBLE POWER SUPPLY
V VOLT
VA VOLT-AMPERE
VAC VOLTS - ALTERNATING CURRENT
VDC VOLTS - DIRECT CURRENT
WP WEATHERPROOF
XMFR TRANSFORMER
ELECTRICAL DISTRIBUTION SYSTEM GROUND BUS
TELECOMMUNICATION SYSTEM GROUND BUS
GROUNDING SYSTEM INTERCONNECTION (BARE COPPER)
MECHANICAL/PLUMBING SYSTEM EQUIPMENT TAG
(SEE MECHANICAL/PLUMBING SHEETS)
TOP INDICATES EQUIPMENT DESIGNATION
BOTTOM INDICATES UNIQUE IDENTIFIER
EF
#A (X)
#AF
NON-FUSED SAFETY SWITCH; HEAVY-DUTY
INDICATES NEMA ENCLOSURE RATING
INDICATES AMPERE RATING
FUSED SAFETY SWITCH; HEAVY-DUTY
#AS INDICATES SWITCH AMPERE RATING
#AF INDICATES FUSE RATING
INDICATES NEMA ENCLOSURE RATING
CONDUIT TURNING UP
SINGLE RECEPTACLE, 5-20R
DUPLEX RECEPTACLE, NEMA 5-20R
QUADRUPLEX RECEPTACLE, NEMA 5-20R
GFCI DUPLEX RECEPTACLE, NEMA 5-20R
INDICATES WEATHERPROOF RATING
INDICATES MOUNTING HEIGHT (IF DIFFERENT
THAN NORMAL SPECIFIED REQUIREMENT)
SPECIALTY POWER RECEPTACLE
NEMA CONFIGURATION AS NOTED
PANELBOARD/DISTRIBUTION ENCLOSURE
JUNCTION BOX (TYPICALLY USED TO INDICATE A
HARD-WIRED CONNECTION TO EQUIPMENT)
ENCLOSED CIRCUIT BREAKER
INDICATES AMPERE RATING
EQUIPMENT TAGS
GENERAL NOTESPOWER ABBREVIATIONS
GROUNDING
LINE TYPES
EXISTING
NEW
DEMOLITION
MATCHLINE
PARTPLAN OUTLINE
MOLDED CASE CIRCUIT BREAKER
AF - AMP FRAME RATING
AT - AMP TRIP SETTING
ISOLATION TRANSFORMER
POWER TRANSFORMER
OA - LIQUID TYPE SELF COOLED
AA - DRY TYPE SELF COOLED
FA - FAN COOLED
CONNECTION
POTENTIAL TRANSFORMERS
RATIO
NUMBER REQUIRED
CURRENT TRANSFORMER
RATIO
NUMBER REQUIRED
DIGITAL POWER METER
SHUNT TRIP
SURGE SUPPRESSION DEVICE
UTILITY GRID
ONE-LINE DIAGRAM
100AF
60AT
GROUND ROD
EXOTHERMIC WELD CONNECTION
BOLTED CONNECTION
CONDUIT TURNING DOWN
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TRANSFER SWITCH
ATS - AUTOMATIC
MTS - MANUAL
GENERATOR
POLE MOUNTED LIGHT
LIGHTING
WMH
WG
WG
WG
W G
WG
PIV
T
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E
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PIV
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WG
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EHH
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W G
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WG
WMHT
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B
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B
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B
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P
T
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C
A
P
P
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D
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B
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M
P
A
P
P
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D
B
B
EC BOX
EC BOX
T
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A
F
F
T
E
C
T
O
R
T
Y
P
B
B
B
B
B
B
B
S
B
B
O
R
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P
O
W
I L
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T
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P
B
B
B
B
B
B
B
B
B
B
TELE BOX
B
M
P
T
Y
Q
L
B
M
P
T
Y
Q
L
B
B
B
A
P
P
E
D
A
P
P
E
D
B
EPED
B
B
B
B
B
B
A
N
S
F
O
R
M
E
R
P
A
D
O
R
E
P
O
W
I L
I
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T
Y
P
ELEC
ELEC
B
E
L
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C
T
R
T
E
R
B
B
EPED
B
EC BOX
B
B
E
(1) 400A 480V SHORE TIE
(2) 200A 480V SHORE TIES
(1) 30A 480V SHORE TIE
(2) TELEPHONE SHORE TIES
(2) 200A 480V SHORE TIES
(1) 30A 480V SHORE TIE
(2) TELEPHONE SHORE TIES
(1) 100A 208V SHORE TIE
(1) 60A 480V SHORE TIE
(1) TELEPHONE SHORE TIE
(4) 100A 120V SHORE TIES
(1) 112.5 KVA TRANSFORMER
(1) 400A 208Y/120V "SMALL BOAT DOCK" PANELBOARD
(1) ENCLOSED CIRCUIT BREAKER
(1) TELEPHONE SHORE TIE
(1) 100A 120V SHORE TIE
PIERSIDE TELEPHONE
SHORE TIE JUNCTION BOX
(1) 100A 120V SHORE TIE
SHEET ID
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NOTES:
1. SEE E-001 FOR LEGEND, GENERAL NOTES AND ABBREVIATIONS.
KEYED NOTES:
REMOVE ELECTRICAL SHORE TIE EQUIPMENT. REMOVE
CONDUCTORS BACK TO SOURCE IN COAST GUARD BUILDING.
SEE E-102 FOR MORE DETAILS.
REMOVE ELECTRICAL SHORE TIE EQUIPMENT. REMOVE
CONDUCTORS BACK TO SOURCE IN SMALL BOAT DOCK
PANELBOARD. SEE DETAIL A5/E-901.
REPLACE ELECTRICAL DISTRIBUTION EQUIPMENT AND ABOVE
GRADE PULLBOX. SEE DETAIL E5/E-901.
REMOVE (2) 100 PAIR BUILDING ENTRANCE TERMINAL BLOCKS AND
RETURN TO USCG. REMOVE (2) 100 PAIR TELEPHONE CABLES BACK
TO ADMINISTRATION BUILDING. SEE E-103 FOR MORE INFORMATION.
REMOVE AND DISPOSE JUNCTION BOX, CONDUIT TO MANHOLE AND
POST.
REMOVE TELEPHONE SHORE TIE AND CABLING BACK TO PIERSIDE
JUNCTION BOX. SEE DETAIL E2/E-901.
REMOVE POLE MOUNTED LIGHTS AND POLE. SALVAGE FOR
REINSTALLATION. SEE E-101 FOR NEW LOCATIONS. SEE DETAIL
A2/E-901.
PATHWAY FOR ELECTRICAL CIRCUITS FROM STATION BUILDING.
REMOVE CIRCUIT CONDUCTORS FROM SHORE TIES BACK TO
SOURCE IN STATION BUILDING ELECTRICAL ROOM.
PATHWAY FOR TELCOM CIRCUITS FROM ADMINISTRATION
BUILDING. REMOVE CABLING FROM SHORE TIES BACK TO SOURCE
IN ADMINISTRATION BUILDING TELCOM ROOM.
0 20' 40' 80'
SCALE: 1"=40'-0"
ELECTRICAL DEMOLITION SITE PLAN
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EC BOX
TELE BOX
EPED
ELEC
ELEC
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EC BOX
E N:806.96 E:784.37
SMALL BOAT DOCK
DISTRIBUTION EQUIPMENT
POWER MOUND #1
(1) 200A 450V SHORE TIE
(1) 60A 450V SHORE TIE
(1) 100A 120V SHORE TIE
(2) IT SHORE TIES
(4) 100A 120V SHORE TIES
(1) SMALL BOATS IT SHORE TIE
(1) 100A 120V SHORE TIE
POWER MOUND #2
(2) 200A 450V SHORE TIES
(2) IT SHORE TIES
POWER MOUND #3
(2) 200A 450V SHORE TIES
(2) IT SHORE TIES
PLUMBING CONNECTION
CABINET
PLUMBING CONNECTION
CABINET
PLUMBING CONNECTION
CABINET
(1) 100A 120V SHORE TIE 4
RELOCATED
LIGHT POLES
(TYP 7 PLACES)
s w s w s w
E
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ELEC
ELEC
T
T
T
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T
T
TELCOM SHORE SIDE
JUNCTION POINT.
PROVIDE (2) 2" CONDUIT
PROVIDE (3) 4" CONDUITS
PROVIDE (2) 2" CONDUIT
PROVIDE (3) 4" CONDUITS
PROVIDE (2) 2" CONDUIT
PROVIDE (3) 4" CONDUITS
SHEET ID
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NOTES:
1. SEE E-001 FOR LEGEND, GENERAL NOTES AND ABBREVIATIONS.
2. SEE A1/E-601 FOR ONE-LINE DIAGRAM.
KEYED NOTES:
PROVIDE 120V, 15A POWER TO PLUMBING ENCLOSURE FOR FREEZE
PROTECTION. PROVIDE GFCI CONVENIENCE RECEPTACLE INSIDE
ENCLOSURE PER ENCLOSURE MANUFACTURER'S INSTRUCTIONS.
SEE PLUMBING SHEETS FOR EXACT LOCATION OF PLUMBING
ENCLOSURE. SEE A1/E-601 ONE-LINE DIAGRAM FOR MORE DETAILS.
PATHWAY FOR ELECTRICAL CIRCUITS FROM STATION BUILDING.
INSTALL CIRCUIT CONDUCTORS IN EXISTING PATHWAYS.
PATHWAY FOR TELCOM CIRCUITS FROM ADMINISTRATION
BUILDING. INSTALL CABLING IN EXISTING PATHWAYS. PROVIDE
EMPTY 1" INNERDUCT BETWEEN EACH NEW POWER MOUND AND
THE SHORE SIDE JUNCTION POINT.
100A, 120V RUSSELLSTOLL RECEPTACLE DBRS111610000 PROVIDED
BY GOVERNMENT, INSTALLED BY CONTRACTOR ON EXISTING
PEDESTAL. PROVIDE NEW CIRCUIT IN EXISTING PATHWAY FROM
SMALL BOATS PANEL.
RUSSELLSTOLL SKWR12XG TELCOM RECEPTACLE PROVIDED BY
GOVERNMENT, INSTALLED BY CONTRACTOR ON EXISTING
PEDESTAL.
PROVIDE NEW DISTRIBUTION EQUIPMENT. SEE DETAIL A1/ E-601
ONE-LINE DIAGRAM FOR MORE DETAILS.
0 20' 40' 80'
SCALE: 1"=40'-0"
ELECTRICAL SITE PLAN
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E A
B H
C G
A P
P L E
D O
R
I N
E
E
N G
I N
E E
R I N
G
L L C
P O
R T
S M
O U
T H
N
M
P S
H I R
E
C O
L B
Y
C
O M
P A
G
I N
E E
R I N
S
I G
N
P O
R T
L A
N D
M
A I N
E
O
W N
N
S T
R U
C T
I
F
JAN
WPB SHARED
BREAK / TRAINING
ROOM
ELEC SWITCH
GEAR
COMM.
LAUNDRY
FEMALE LAV
FEMALE WET
ROOM
R&S STORAGE
ELEV CTRL
107A
MALE LAV
MALE WET ROOM
STAIR
STAIR
CORRIDOR
ELEV.
STOR. RM.
S
G3
(EXISTING) MSBDA
480V SWITCHBOARD
(EXISTING)
MODHOPPER
(EXISTING)
PANEL 1CHA
SHEET ID
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
E D
I T
D A
T E
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
P L O
T T
I N
G
S
C A
L E
S
C A
L E
U S
A
W I N
G
N
S H
E E
T O
F
U S
O
J E
U S
L E
N A
M E
A
M
P A
N Y
C O
N S
U L T
I N
G
A
E
P R
O J E
G
I N
E E
R
A
O
J E
SHEET ID
NOTES:
1. SEE E-001 FOR LEGEND, GENERAL NOTES AND ABBREVIATIONS.
2. SEE A1/E-601 FOR ONE-LINE DIAGRAM.
KEYED NOTES:
REMOVE CIRCUITS FOR EXISTING SHORE TIES SHOWN ON ED-101.
PROVIDE CIRCUITS FOR SHORE TIE POWER MOUNDS
SHOWN ON E-101.
CONNECT POWER MOUND ADVANCED METERING
INFRASTRUCTURE TO EXISTING MODHOPPER WIRELESS
TRANSMITTER. PROVIDE ADDITIONAL WIRELESS RELAYS OR
ANTENNAS AS NEEDED TO COMMUNICATE TO NEW TRANSCEIVERS.
PROVIDE NEW 20A CIRCUIT IN EXISTING PANEL FOR WATER
ENCLOSURE FREEZER PROTECTION.
0' 4' 8' 12'
SCALE: "=1'-0"
STATION BUILDING ELECTRICAL PLAN
R E
P A
T
E R
F R
O N
T
S E
C T
N
G
L A
N D
W O
O D
S
H
O L
E
M A
E L E
C T
R I C
A L
S T
A T
I O
N
B
U I L
D I N
G
P
L A
N
SECTOR SE
NEW
ENGLAND
E-102
P
P
E d w g
C I V
I L
E
N G
I N
E E
R I N
G
U
N
O
V I D
E N
C E
K
I L V
E R
T
S
T R
E E
T
S
U I T
E
W A
R W
I C
K
R
I
S C
O T
T
S
A
R S
E N
A U
L T
J M
B E
A B
E A
B H
C G
A P
P L E
D O
R
I N
E
E
N G
I N
E E
R I N
G
L L C
P O
R T
S M
O U
T H
N
M
P S
H I R
E
C O
L B
Y
C
O M
P A
G
I N
E E
R I N
S
I G
N
P O
R T
L A
N D
M
A I N
E
O
W N
N
S T
R U
C T
I
UP
E
L E
P H
O N
E
R
M
106 109
CO OFFICE
DEPUTY GRP EO
ADMIN OFFICE
STORAGE
OFFICE
114 115
CORRIDOR
OPERATIONS OFFICE
SHEET ID
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
E D
I T
D A
T E
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
P L O
T T
I N
G
S
C A
L E
S
C A
L E
U S
A
W I N
G
N
S H
E E
T O
F
U S
O
J E
U S
L E
N A
M E
A
M
P A
N Y
C O
N S
U L T
I N
G
A
E
P R
O J E
G
I N
E E
R
A
O
J E
SHEET ID
NOTES:
1. SEE E-001 FOR LEGEND, GENERAL NOTES AND ABBREVIATIONS.
2. SEE B4/E-602 FOR TELECOMMUNICATIONS RISER.
KEYED NOTES:
REMOVE TWO EXISTING LIGHTNING PROTECTION BUILDING
ENTRANCE TERMINAL BLOCKS SERVING SHORE TIE CIRCUITS.
REMOVE EXISTING (2) 100 PAIR TELEPHONE CABLING TO PIERSIDE
JUNCTION BOX. SEE ED-101 FOR MORE DETAILS.
PROVIDE AND INSTALL ONE NEW 100 PAIR BUILDING ENTRANCE
TERMINAL. PROVIDE, INSTALL AND TERMINATE 25-PAIR CAT-5E
CABLES TO EACH POWER MOUND. SEE E-101 FOR POWER MOUND
LOCATIONS.
0 2' 4' 8'
SCALE: "=1'-0"
ADMINISTRATION BUILDING ELECTRICAL PLAN
R E
P A
T
E R
F R
O N
T
S E
C T
N
G
L A
N D
W O
O D
S
H
O L
E
M A
E L E
C T
R I C
A L
A D
M I N
I S
T R
A T
I O
N
B
U I L
D I N
G
P
L A
N
SECTOR SE
NEW
ENGLAND
E-103
P
P
E d w g
C I V
I L
E
N G
I N
E E
R I N
G
U
N
O
V I D
E N
C E
K
I L V
E R
T
S
T R
E E
T
S
U I T
E
W A
R W
I C
K
R
I
S C
O T
T
S
A
R S
E N
A U
L T
J M
B E
A B
E A
B H
C G
A P
P L E
D O
R
I N
E
E
N G
I N
E E
R I N
G
L L C
P O
R T
S M
O U
T H
N
M
P S
H I R
E
C O
L B
Y
C
O M
P A
G
I N
E E
R I N
S
I G
N
P O
R T
L A
N D
M
A I N
E
O
W N
N
S T
R U
C T
I
LEFT VIEW
HINGED, CLAMPED, PADLOCKABLE
INSTRUMENT COMPARTMENT WITH
VIEWING WINDOWS ACCESS DOOR
CONTAINING SWITCHES, TEST/RESET
BUTTONS AND STATUS LIGHTS
PROTECTIVE CAGE
AMBER/RED INDICATOR LIGHTS
SHORE TIE RECEPTACLE
NAMEPLATES (3 PL)
CAUTION
SHIP SERVICE ONLY
NAMEPLATE
ALARM AND SILENCE
BUTTONS
LINE INSULATION MONITOR 1 (LIM1)
AND METER (3 PL)
200A, 450V RUSSELLSTOLL
RECEPTACLE DS2404FR000
DANGER LABEL
480V VOLTAGE
LABEL
FRONT VIEW
INSTRUMENT COMPARTMENT
NAMEPLATE
HINGED, CLAMPED, PADLOCKABLE
CIRCUIT BREAKER
COMPARTMENT WITH DEADFRONT
450VAC CIRCUIT BREAKER
COMPARTMENT NAMEPLATE
INTERIOR ACCESS
DOOR NAMEPLATE
HINGED, CLAMPED, PADLOCKABLE
COMMUNICATION COMPARTMENT
(CONNECTOR PANELS & ST OR SC
CONNECTORS SUPPLIED BY OTHERS)
COMMUNICATION
COMPARTMENT
NAMEPLATE
R1
PROTECTIVE CAGE
AMBER/RED INDICATOR LIGHTS
(2 PL)
LIFTING EYES (4 PL)
(4000 LB RATED)
RUSSELLSTOLL
SKWR12XG (3 PL)
R1
GFCI DUPLEX WITH
WHILE IN USE COVER
RECEPTACLE
LABEL (TYP)
RIGHT VIEW
A
A
SECTION A-A
POWER DISTRIBUTION
BLOCK
60A, 450V RUSSELLSTOLL
RECEPTACLE DS6404FR000
100A, 120V RUSSELLSTOLL
RECEPTACLE DBRS111610000
R2
C
150KVA TRANSFORMER
45KVA TRANSFORMER
15KVA TRANSFORMER
7.5KVA
TRANSFORMER & 2
KVA TRANSFORMER
SHEET ID
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
E D
I T
D A
T E
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
P L O
T T
I N
G
S
C A
L E
S
C A
L E
U S
A
W I N
G
N
S H
E E
T O
F
U S
O
J E
U S
L E
N A
M E
A
M
P A
N Y
C O
N S
U L T
I N
G
A
E
P R
O J E
G
I N
E E
R
A
O
J E
SHEET ID
NOTES:
1. SEE E-001 FOR LEGEND, GENERAL NOTES AND ABBREVIATIONS.
2. SEE A1/E-601 FOR ONE-LINE DIAGRAM.
3. DETAILS ARE TO SHOW ELEMENTS INCLUDED IN THE POWER
MOUND. CONTRACTOR TO FULLY DESIGN POWER MOUNDS TO
MEET PROJECT AND CODE REQUIREMENTS.
KEYED NOTES:
PROVIDE NAMEPLATE LABEL FOR EACH SHORE TIE RECEPTACLE
INDICATING THE STYLE CUTTER THE RECEPTACLE IS INTENDED
FOR. LABEL PLATE SHALL BE 1" X 6" WHITE WITH BLACK LETTERING.
SCALE: NTS
POWER MOUND 1 DETAILS
B1
R E
P A
T
E R
F R
O N
T
S E
C T
N
G
L A
N D
W O
O D
S
H
O L
E
M A
E L E
C T
R I C
A L
P O
W E
R
M
O U
T
A I L
S
SECTOR SE
NEW
ENGLAND
E-501
P
P
E d w g
C I V
I L
E
N G
I N
E E
R I N
G
U
N
O
V I D
E N
C E
K
I L V
E R
T
S
T R
E E
T
S
U I T
E
W A
R W
I C
K
R
I
S C
O T
T
S
A
R S
E N
A U
L T
J M
B E
A B
E A
B H
C G
A P
P L E
D O
R
I N
E
E
N G
I N
E E
R I N
G
L L C
P O
R T
S M
O U
T H
N
M
P S
H I R
E
C O
L B
Y
C
O M
P A
G
I N
E E
R I N
S
I G
N
P O
R T
L A
N D
M
A I N
E
O
W N
N
S T
R U
C T
I
LEFT VIEW
HINGED, CLAMPED, PADLOCKABLE
INSTRUMENT COMPARTMENT WITH
VIEWING WINDOWS ACCESS DOOR
CONTAINING SWITCHES, TEST/RESET
BUTTONS AND STATUS LIGHTS
PROTECTIVE CAGE
AMBER/RED INDICATOR LIGHTS
SHORE TIE RECEPTACLE
NAMEPLATES (2 PL)
CAUTION
SHIP SERVICE ONLY
NAMEPLATE
ALARM AND SILENCE
BUTTONS
LINE INSULATION MONITOR 1 (LIM1)
AND METER (2 PL)
200A, 450V RUSSELLSTOLL
RECEPTACLE DS2404FR000 (2PL)
DANGER LABEL
480V VOLTAGE
LABEL
FRONT VIEW
INSTRUMENT COMPARTMENT
NAMEPLATE
HINGED, CLAMPED, PADLOCKABLE
CIRCUIT BREAKER
COMPARTMENT WITH DEADFRONT
450VAC CIRCUIT BREAKER
COMPARTMENT NAMEPLATE
INTERIOR ACCESS
DOOR NAMEPLATE
HINGED, CLAMPED, PADLOCKABLE
COMMUNICATION COMPARTMENT
(CONNECTOR PANELS & ST OR SC
CONNECTORS SUPPLIED BY OTHERS)
COMMUNICATION
COMPARTMENT
NAMEPLATE
R1
PROTECTIVE CAGE
AMBER/RED INDICATOR LIGHTS
(2 PL)
LIFTING EYES (4 PL)
(4000 LB RATED)
RUSSELLSTOLL
SKWR12XG (3 PL)
R1
GFCI DUPLEX WITH
WHILE IN USE COVER
RECEPTACLE
LABEL (TYP)
RIGHT VIEW
A
A
SECTION A-A
POWER DISTRIBUTION
BLOCK
R2
150KVA TRANSFORMER
150KVA
TRANSFORMER
7.5KVA
TRANSFORMER & 2
KVA TRANSFORMER
SHEET ID
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
E D
I T
D A
T E
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
P L O
T T
I N
G
S
C A
L E
S
C A
L E
U S
A
W I N
G
N
S H
E E
T O
F
U S
O
J E
U S
L E
N A
M E
A
M
P A
N Y
C O
N S
U L T
I N
G
A
E
P R
O J E
G
I N
E E
R
A
O
J E
SHEET ID
NOTES:
1. SEE E-001 FOR LEGEND, GENERAL NOTES AND ABBREVIATIONS.
2. SEE A1/E-601 FOR ONE-LINE DIAGRAM.
3. DETAILS ARE TO SHOW ELEMENTS INCLUDED IN THE POWER
MOUND. CONTRACTOR TO FULLY DESIGN POWER MOUNDS TO
MEET PROJECT AND CODE REQUIREMENTS.
SCALE: NTS
POWER MOUND 2 AND 3 DETAILS
B1
KEYED NOTES:
PROVIDE NAMEPLATE LABEL FOR EACH SHORE TIE RECEPTACLE
INDICATING THE STYLE CUTTER THE…
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