Attach_1_-_DBEH151571_Rpr_Cable_Splices_Design_Dwgs.pdf
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F L I G
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FACILITY
MSA #5
CAMERA
PAD #21
SR 528 BEACHLINE
SR A1A TO COCOA BEACH
FSA #1
C
P
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I L
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S
P
K
W
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HGR
C
LIGHT
HOUSE
STATE RD 401
CAPE CANAVERAL AIR FORCE STATION
DBEH 15-1571
CAPE CANAVERAL, FLORIDA
REPAIR CABLE SPLICES IN
MANHOLE ON PHILLIPS PARKWAY
BASE OPERATIONS:
COMMUNICATIONS:
PROJECT MANAGER:
CHIEF, ENGINEERING FLIGHT:
USER:
SAFETY:
SECURITY FORCES:
ATO:
OTHER:
ENVIRONMENTAL:
FIRE:
A
P
P
R
O
V
E
D
G-001
J
B
A R
T O
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O L E
M A
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L O
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SHEET
IDENTIFICATION
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H I T
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E R
V I C
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F A
D n g i n e e r i n g I n c
L L
E N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
SCALE:
LOCATION MAP
NONE
PROJECT
AREA
PERMIT(S)/ENVIRONMENTAL ACTIONS
REQUIRED PRIOR TO CONSTRUCTION
ERP/STORMWATER
ERP/WETLANDS/DREDGE & FILL
FDEP/DRINKING WATER
FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL
SURVEY/WILDLIFE
OTHER
NONE
FDEP/IND. WASTE WATER
IRP
FDEP/FUEL TANK
NOI/SWPPP
ASBESTOS
NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT
IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN
ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL
UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.
HEAVY METALS
YES NO
LEAD
PCB
NOT
VERIFIED
HAZARDOUS MATERIALS
N
DRAWING INDEX
Sheet Number Sheet Title
GENERAL
G-001
LOCATION MAP, PROJECT AREA AND DRAWING INDEX
G-002
LOCATION KEY PLAN - SHEET 1 OF 4
G-003 LOCATION KEY PLAN - SHEET 2 OF 4
G-004 LOCATION KEY PLAN - SHEET 3 OF 4
G-005 LOCATION KEY PLAN - SHEET 4 OF 4
G-006 CIRCUIT IDENTIFICATION AND GENERAL NOTES
G-007 ELECTRICAL LEGENDS AND ABBREVIATIONS
ELECTRICAL
E-101 MANHOLE AREA SITE PLAN - SHEET 1
E-102 MANHOLE AREA SITE PLAN - SHEET 2
E-103 MANHOLE AREA SITE PLAN - SHEET 3
E-104 MANHOLE AREA SITE PLAN - SHEET 4
E-105 MANHOLE AREA SITE PLAN - SHEET 5
E-106 MANHOLE AREA SITE PLAN - SHEET 6
E-107 MANHOLE AREA SITE PLAN - SHEET 7
E-108 MANHOLE AREA SITE PLAN - SHEET 8
E-109 MANHOLE AREA SITE PLAN - SHEET 9
E-110 MANHOLE AREA SITE PLAN - SHEET 10
E-111 MANHOLE AREA SITE PLAN - SHEET 11
E-112 MANHOLE AREA SITE PLAN - SHEET 12
E-113 MANHOLE AREA SITE PLAN - SHEET 13
E-114 MANHOLE AREA SITE PLAN - SHEET 14
E-115 MANHOLE AREA SITE PLAN - SHEET 15
E-116 MANHOLE AREA SITE PLAN - SHEET 16
E-117 MANHOLE AREA SITE PLAN - SHEET 17
E-501 CABLE SPLICE AND SPLICER ID DETAIL
E-601 SINGLE-LINE DIAGRAM - SHEET 1 OF 4
E-602 SINGLE-LINE DIAGRAM - SHEET 2 OF 4
E-603 SINGLE-LINE DIAGRAM - SHEET 3 OF 4
E-604 SINGLE-LINE DIAGRAM - SHEET 4 OF 4
E-605 FEEDER SCHEDULE
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BASIN 2
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FORESTLANDS
G-002
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A R
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M A
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L O
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T I O
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S I G
N E
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SHEET
IDENTIFICATION
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A
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H I T
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T E
N G
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T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L
E N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
R E
P A
B
L
I C
N
H O
P H
I L
L I P
S
P
A R
K W
A Y
400' 600'200'0'
GRAPHIC SCALE 1" = 200'
200'
SCALE:
LOCATION KEY PLAN - SHEET 1 OF 4
1" = 200'
N
E-101
85200
E-101
E-102
E-102
S P
IN
T
E S
T R
D
S
A
M
U
P
H
I L
L
I
O
R
T
H
85010
81550
E-103
E-104
E-105
85201
85202
85307
85306
E-105
S
A
M
U
P
H
I L
L
I
O
R
T
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S
A
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I L
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81900
85110
85125
S PATROL RD
S
A
M
U
P
H
I L
L
I
O
U
T
H
84920
84910
81701
81730
PIER RD
(SWMU C127, ACTIVE)
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G-003
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M A
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L O
C A
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K
A
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H E
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D B
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SHEET
IDENTIFICATION
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E I S
R A
N G
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A
R C
H I T
E C
T E
N G
I N
E E
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I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L
E N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
R E
P A
B
L
I C
N
H O
P H
I L
L I P
S
P
A R
K W
A Y
400' 600'200'0'
GRAPHIC SCALE 1" = 200'
200'
SCALE:
LOCATION KEY PLAN - SHEET 2 OF 4
1" = 200'
N
E-106
L
IG
H T
H O
U S
E R
D
78150
E-106
E-107
E-107
S A
M U
E L
C
P
H I L L I P
S
P
K W
Y
N
O R
T H
77610
E-108
E-108
E-109
(SWMU)
E-109
S A
M U
E L
C
P
H I L L I P
S
P
K W
Y
S
O U
T H
S
A
M
U
P
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I L
L
I
O
R
T
H
S
A
M
U
P
H
I L
L
I
O
U
T
H
F S
A R
D
77611
01046
01042
77602
73700
73710
77800
1040C
01044
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G-004
J
B
A R
T O
N
L
C
O L E
M A
N
L O
C A
T I O
N
K
A
N
S
H E
C
H
A R
T N
E T
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D B
F
G
B
E A
R D
D B
F
C C
A F
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S U
B M
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R E
V I E
W E
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B
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D A
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SHEET
IDENTIFICATION
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A D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
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I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
R E
P A
B
L I C
N
H O
P H
I L
L I P
S
P
A R
K W
A Y
400' 600'200'0'
GRAPHIC SCALE 1" = 200'
200'
SCALE:
LOCATION KEY PLAN - SHEET 3 OF 4
1" = 200'
N
S
A
M
U
P
H
I L
L
I
O
R
T
H
E-110
01048
S
A
M
U
P
H
I L
L
I
O
U
T
H
M
I S
S
I
N
T
R
01047
73020
72720
1050B
72910
72810
72708
72706
77200
72709
72707
E-110
E-111
E-111
F L
IG
H T
C O
N T
R O
L R
D
S
A
M
U
P
H
I L
L
I
W
Y
H A
N G
S
A
M
U
I
L
L
I
W
Y
72703
72701
72702
72700
72665
72650
66505
66510
E-112
E-112
E-113
CONTAMINATED GROUND
WATER PLUME AREA
(IRP SITE/SWMU C143)
(SWMU)
E-113
(SWMU C025, LTM
AND/OR LUC GROUND
WATER PLUME)
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G-005
J
B
A R
T O
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C
O L E
M A
N
L O
C A
T I O
N
K
A
N
S
H E
C
H
A R
T N
E T
T
D B
F
G
B
E A
R D
D B
F
C C
A F
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F
L U
S A
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D
A T
E
D E
L I V
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N
O
D R
A W
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B
Y
D E
S I G
N E
D
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Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
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D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
R E
P A
B
L I C
N
H O
P H
I L
L I P
S
P
A R
K W
A Y
400' 600'200'0'
GRAPHIC SCALE 1" = 200'
200'
SCALE:
LOCATION KEY PLAN - SHEET 4 OF 4
1" = 200'
N
(SWMU)
E-117
E-116
E-115
E-114
S
S
A
M
U
I
L
L
I
W
Y
H
A
N
G
S
A
M
U
I
L
L
I
W
Y
H
A
N
G
S
K
R
(SWMU C025)
66505
60701
60705
60748
60709
66330
66310
01708
01704
01711
01606
01604
01605
CONTAMINATED
GROUND WATER PLUME
AREA (IRP SITE/SWMU)
CONTAMINATED
GROUND WATER PLUME
AREA (IRP SITE/SWMU)
(SWMU C088,
LTM AND/OR LUO)
(SWMU C124, ACTIVE)
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_G-005.dwg, 1/19/2018 10:17:28 AM
GENERAL NOTES:
1. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY EXISTING CONFIGURATION AND
CONDITIONS.
2. CONSTRUCTION SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO MINIMIZE POWER OUTAGES. INSTALLATION SHALL
PRECEDE DEMOLITION.
3. CONTRACTOR SHALL COORDINATE ALL DEWATERING ACTIVITIES WITH IRP OFFICE.
4. THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER IF THE PRESENCE OF MATERIALS CONTAINING HEAVY
METALS, INCLUDING BUT NOT LIMITED TO LEAD, CADMIUM, CHROMIUM OR ASBESTOS-CONTAINING MATERIALS (ACM) IS
SUSPECTED OR DISTURBED, AND HAS NOT BEEN IDENTIFIED BY THIS CONTRACT BUT IS REQUIRED TO BE DISTURBED IN
ORDER TO:
PERFORM THE CONTRACT WORK;
SAFELY ACCESS THE AREA OF WORK WITHOUT EXPOSURE TO HAZMAT ABOVE THE PEL; OR
HAVE WORKERS PERFORM THE CONTRACT WORK WITHOUT EXPOSURE ABOVE PEL.
UNDER NO CIRCUMSTANCES SHALL ANY MATERIALS CONTAINING HEAVY METALS OR ASBESTOS BE REMOVED WITHOUT
CONTRACTING OFFICER APPROVAL.
BɸFROM
Bɸ TO
FROM
AT EQUIPMENT
MHTOMHBɸ
SS37V1-1
MH Bɸ
AT MANHOLES OR HANDHOLES
2329 2418
CKT N0IC10
KCMIL KCMIL
KCMILKCMIL
SCALE:
CIRCUIT IDENTIFICATION TAG DETAIL - EXAMPLE
NONE
INDICATES PHASE OF
SINGLE CONDUCTOR CABLE
CABLE
1" HIGH POLYETHYLENE TAGS
WITH BLACK ON YELLOW FINISH
STANDARD CHARACTERS
(TYPICAL CABLE NUMBER SHOWN)
NYLON SELF-LOCKING
TIE-STRAPS
CABLE
POLYETHYLENE TAG HOLDER
WITH BLACK FINISH (TYP)
NOTE: AT EQUIPMENT, CABLE TAG
SHALL IDENTIFY EQUIPMENT AT OTHER
END OF THE CABLE.
G-006
J
B
A R
T O
N
L
C
O L E
M A
N
C
H
A R
T N
E T
T
D B
F
G
B
E A
R D
F
C C
A F
S
F
L U
S A
F
T
H
C
I V
I L
E
N G
I N
E E
R
S
Q U
A D
R O
N
I
T
E
D E
L I V
E R
Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L
E N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
C I R
C U
E N
T I F
I C
A T
I O
N
A
N
E R
A L
N O
T E
S
R E
P A
B
L
I C
N
H O
P H
I L
L I P
S
P
A R
K W
A Y
D B
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_G-006.dwg, 1/19/2018 10:17:33 AM
KVAR KILOVAR
KILOWATT
LINEAR FEET
LOAD TAP CHANGER
LOW VOLTAGE
LOAD BREAK SWITCH
KW
LF
LTC
LV
LBS
WITHOUT
WEATHERPROOF
WATER
TRANSFORMER
ZONE
XFMR
ZN
W
W/
W/O
WP
WTR
WATT
WITH
THOUSAND CIRCULAR MILS
OIL-AIR/FORCED AIR/FORCED AIR
POTENTIAL TRANSFORMER
REINFORCED CONCRETE PIPE
RIGID GALVANIZED STEEL
SQUARE FOOT, SQUARE FEET
TELEPHONE TERMINAL BOARD
TELEPHONE TERMINAL CABINET
UNLESS OTHERWISE NOTED
VACUUM CIRCUIT BREAKER
AS
MTC
AMMETER SWITCH
MANUAL TAP CHANGER
ECCENTRIC REINFORCED CONCRETE PIPE
FLORIDA DEPARTMENT OF TRANSPORTATION
CENTER LINE, CLEAR
AUTOMATIC TRANSFER SWITCH
AUXILIARY
BELOW FINISHED FLOOR
BELOW FINISHED GRADE
BASIC INSULATION IMPULSE LEVEL
CONDUIT
CIRCUIT BREAKER
CORRUGATED METAL PIPE
CONCRETE
CONTINUED, CONTINUATION, CONTROL
CURRENT TRANSFORMER
COPPER
DIAMETER
DIMENSION
DISCONNECT
DRAWING
ELEVATION
ELECTRIC
ELECTRICAL METALLIC TUBING
EDGE OF PAVEMENT
FINISHED
FULL LOAD AMPS
GOVERNMENT FURNISHED EQUIPMENT
GROUND
GALVANIZED RIGID STEEL
HARDWARE
HORIZONTAL
HORSEPOWER
HIGH VOLTAGE
HOT WATER
CURRENT
INSIDE DIAMETER
INSTALLATION RESTORATION PROGRAM
THOUSAND CIRCULAR MILS
KILOVOLTS
EOP
I
ID
IRP
KCMIL
kV,KV
HDWR
HORIZ
HP
HTR
HV
HW
HEATER
FLA
FT
GFE
GND
GRS
FEET
ERCP
FDOT
FDR
FIN
FL
FEEDER
FLOOR
DN
DWG
EL
ELEC
EMT
DOWN
CONT
CT
CU
DIA(Ø)
DIM
DISC
CL
C
CB
CKT
CMP
CONC
CIRCUIT
ATS
AUX
BFF
BFG
BIL
THICK
TYPICAL
UNDER FLOOR
UNDERGROUND
VACUUM
VELOCITY
VERTICAL
UG
UON
VAC
VCB
VEL
VERT
THK
TTB
TTC
TYP
UF
REFERENCE
SANITARY
SHEET
STAINLESS STEEL
STATION
SWITCH
SYSTEM
TEMPERATURE
SQ FT
SS
STA
SW
SYS
TEMP
RCP
REF
RGS
SAN
SHT
OA/FA/FA
ON CENTER
OIL CIRCUIT BREAKER
OUTSIDE DIAMETER
OVERHEAD
OPPOSITE
OVERHEAD
POWER FACTOR
PANEL, PANELBOARD
PRESSURE
QUANTITY
PF
PNL
PRESS
PT
QTY
OC
OCB
OD
OH
OPP
OVHD
MANUAL TRANSFER SWITCH
MOTOR
NAIL AND DISK
NOT APPLICABLE
NORMALLY CLOSED
NEUTRAL
NOT IN CONTRACT
NORMALLY OPEN
NOT TO SCALE
OXYGEN
NEUT
NIC
NO
NTS
O2, O
MTS
MTR
N&D
N/A
NC
ABBREVIATIONS:
AMPERE, AMPS
ABOVE FINISHED COUNTER
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AMPS INTERRUPTING CAPACITY
A
AFC
AFF
AFG
AIC
MECHANICAL
MANHOLE
MOTOR OPERATED
MULTI-RATIO
MCM
MECH
MH
M.O.
MR
WEATHERWX
SVC SERVICE
HANDHOLEHH
FLOW LINE
SOLID WASTE MANAGEMENT UNITSWMU
PAPER INSULATED LEAD CABLEPILC
FF FINISHED FLOOR
VACUUM FAULT INTERRUPTERVFI
OVERHEAD ELECTRIC - TO BE REMOVED
OVERHEAD ELECTRIC - EXISTING
UNDERGROUND ELECTRIC CONDUIT - EXISTING
ABANDONED UNDERGROUND ELECTRICAL DUCT BANK
WATER LINE - EXISTING
SANITARY SEWER - EXISTING
COMMUNICATIONS DUCT BANK - EXISTING
FENCE - EXISTING
STORM DRAIN LINE - EXISTING
FIRE WATER LINE - EXISTING
DIRECTIONAL DRILL/BORE - NEW ELECTRICAL DUCT
COMMUNICATIONS MANHOLE - EXISTING
ELECTRIC MANHOLE - EXISTING
SANITARY MANHOLE - EXISTING
WASTEWATER - SEPTIC MANHOLE - EXISTING
STORM SEWER MANHOLE - EXISTING
FIRE HYDRANT - EXISTING
ELECTRIC MANHOLE - NEW, PRECAST CONC, 8'x8'x8' UNO
DUCT BANK (EX. 6-WAY 6")
EDGE OF VEGETATION
DISTURBED AREAS TO BE STABILIZED
(RETURN TO GRADE, RESEED/SOD)
VEGETATION - TO BE REMOVED
ASPHALT PAVING
ROAD CUT
EXISTING MONITORING WELL
ABANDONED MONITORING WELL
POWER POLE, WOOD - EXISTING
POWER POLE, CONCRETE - EXISTING
SIGN - EXISTING
WATER VALVE
WATT-HOUR METER
POLE-MOUNTED TRANSFORMER(S)
PAD-MOUNTED TRANSFORMER (MV)
TRANSFORMER (LV)
DISCONNECT SWITCH (FUSED)
LOAD BREAK SWITCH
PANELBOARD, 480/277V, 3PH, 4W
PANELBOARD, 208/120V, 3PH, 4W
SPLICE
LOAD BREAK SWITCH
VFI POSITION
FAULT INDICATOR
LOAD BREAK POSITION
EMBANKMENT
CONTAMINATED GROUND WATER PLUME
AREA (IRP SITE/SWMU)
SOLID WASTE MANAGEMENT UNIT (SWMU)
M
6W6
S
C
E
LEGEND:
E
T
WW
ST
E
H
HAND HOLE
UNDERGROUND ELECTRIC DUCT BANK - NEW INSTALLATION
UNDERGROUND ELECTRIC DUCT BANK - EXISTING INSTALLATION
WITH CABLE BEING REMOVED AND REPLACED
POLYNUCLEAR AROMATIC HYDROCARBONSPAH
POLYCHLORINATED BIPHENYLSPCB
PERSONAL PROTECTIVE EQUIPMENTPPE
GAS LINE - EXISTING
FORCE MAIN
CB ENCLOSED CIRCUIT BREAKER (LV)
HEAVY LINES INDICATE NEW CONSTRUCTION WORK
HEAVY DASHED LINES INDICATE DEMOLITION WORK
ETHYLENE PROPYLENE RUBBEREPR
ATS AUTOMATIC TRANSFER SWITCH
FEEDER NUMBER (SEE FEEDER
SCHEDULE ON SHEET E-701)
X
MEDIUM VOLTAGE
MV
SINGLE LINE DIAGRAM LEGEND
TRANSFORMER
SWITCHGEAR BREAKER
DISCONNECT SWITCH (NORMALLY OPEN)
DISCONNECT SWITCH (NORMALLY CLOSED)
GROUND ROD
GROUND BAR
NEUTRAL BAR
NEUT
GND
SINGLE-LINE DIAGRAM EXISTING
UNDERGROUND FEEDER
SINGLE-LINE DIAGRAM NEW UNDERGROUND
FEEDER OR EXISTING FEEDER TO BE REMOVED
SINGLE-LINE DIAGRAM EXISTING OVERHEAD LINE
SINGLE-LINE DIAGRAM EXISTING OVERHEAD LINE
TO BE REMOVED
OR
F
MTS MANUAL TRANSFER SWITCH
PERMITTED EXPOSURE LIMITPEL
G-007
J
B
A R
T O
N
L
C
O L
E M
A N
C
H
A R
T N
E T
T
D B
F
G
B
E A
R D
F
C C
A F
S
F
L U
S A
F
T
H
C
I V
G
I N
E E
R
S
Q U
A D
R O
N
I
T
E
D E
L I V
E R
Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny E
L E
C T
R I C
A L
L E
G E
N D
S
A
B
R E
V I A
T I O
N S
R E
P A
B
L I C
N
H O
P H
I L L I P
S
P
A R
K W
A Y
D B
INCH, INCHESIN
X
OHE
E x
AIP
OHE
SD
UGE
E x
DD
x
FW
x
C x
SS
x
W x
XX
G x
FM
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_G-007.dwg, 1/19/2018 10:17:36 AM
AutoCAD SHX Text
X
X
SERVICE
TBD PVC
MAIN
6 PVC
MAIN
TBD PVC
TEE
TEE
VALVE
VALVE
VALVE
CAP
CAP
TEE
CAP
VALVE
VALVE
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
S D
C
C
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E
E
E
E
E
E
E
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
SERVICE
TBD PVC
MAIN
6 PVC
MAIN
TBD PVC
A I P
A I P
W
W
W
W
AIP
A
I P
A
I P
A
I P
W
W
A
I P
A
I P
A
I P
A
I P
A
I P
A I P
W
W
W
W
W
W
W
W
W
TEE
CAP
TEE
TEE
CAP
CAP
E
E X
XXX
X X X
X X
X X
X X
MAIN
6 PVC
MAIN
8 PVC
MAIN
6 PVC
MAIN
8 PVC
MAIN
6 PVC
MAIN
6 PVC
TEE
TEE
TEE
TEE
HYDRANT
HS-15-01
HYDRANT
HS-21-06
HYDRANT
HS-15-02
VALVE
G x
C
C
C x
C x
C x
C x
C x
C x
C x
C x x
C x
C x
C x
C x
C x
E x
E x
E
E x
E x
E x
E x
E x
E x
TEE
MAIN
6 PVC
MAIN
8 PVC
MAIN
6 PVC
MAIN
8 PVC
MAIN
6 PVC
MAIN
6 PVC
W
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
W
W
W
W
W
W
W
W
W
W
TEE
TEE
TEE
HYDRANT
HS-15-01
HYDRANT
HS-21-06
HYDRANT
HS-15-02
W
W
W
E-101
J
B
A R
T O
N
L
C
O L E
M A
N
M A
N H
O L
E
A
R E
A
S
I T
E
P
L A
N
S
H E
H
A R
T N
E T
T
D B
F
G
B
E A
R D
R E
P A
B
L
I C
N
H O
P H
I L
L I P
S
P
A R
K W
A Y
D B
F
C C
A F
S
F
L U
S A
F
T
H
C
I V
I L
E
N G
I N
E E
R
S
Q U
A D
R O
N
I
T
E
D E
L I V
E R
Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L
E N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
S
A
M
U
E
I L L I
O
U
T
H
B
O
U
N
D
150'100'50'0'50'
GRAPHIC SCALE 1" = 50'
MATCHLINE - CONTINUED
GENERAL NOTES:
1. SEE DRAWINGS E-601 THROUGH E-604 FOR SINGLE LINE DIAGRAM.
2. SEE DRAWING E-605 FOR FEEDER SCHEDULE.
3. ORANGEBURG DUCT MAY BE PRESENT AT SOME MANHOLES BASED ON
PREVIOUS SURVEYS; IT IS NOT EXPECTED TO BE DISTURBED. IF
ORANGEBURG DUCT MUST BE DISTURBED, NOTIFY THE CONTRACTING
OFFICER BEFORE PROCEEDING.
4. NEW SPLICES SHALL BE COLD SHRINK AS MANUFACTURED BY 3M OR
APPROVED EQUAL.
FLAG NOTE:
1. EXISTING MANHOLE SHALL REMAIN. REMOVE EXISTING SPLICES FROM
CIRCUITS SHOWN ON SINGLE LINE DIAGRAM. PROVIDE NEW SPLICES
ON EXISTING CIRCUIT.
MH
2222/848E
MH
2250/848D
MH
2279/848C
MH
2209/848B
MH
941B
MH
2322/848A
MH
2137/848
MH
MH
E1
MH
E2
LBS-A9IG
MH
E0
EXISTING ACTIVE
MONITORING WELL.
DO NOT DISTURB.
V
E
G
E
T
A
T
I
E
A
S
A
M
U
I L
L
I
O
R
T
H
B
O
U
N
D
S
A
M
U
E
I L L I
O
U
T
H
B
O
U
N
D
S PATROL RD
MATCHLINE - SEE CONTINUATION, THIS SHEET
MATCHLINE - SEE SHEET E-102
SCALE:
MANHOLE AREA SITE PLAN - SHEET 1
1" = 50'
85307
85306
85308
85309
85200
85201
85202
N
LBS-3S1
LBS-8S1
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_E-101.dwg, 1/19/2018 10:17:42 AM
X
X
X
X
X
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
C
C
C
C
C
C
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E
E
E
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E
E x
E x
E x
E x
E x
E x
E x
E x
G x
X
C
MAIN
6 PVC
MAIN
8 PVC
MAIN
3 TBD
SERVICE
3 TBD
W
W
W
W
W
W
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
W
W
TEE
TEE
TEE
TEE
HYDRANT
HS-21-02
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
W
W
W
W
W
W
S
A
M
U
I L
L
I
W
Y
X
X
X
X
X
X
G x
G x
G x
G x
G x
G x
G x
C
C
C
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C
C x
C x
C x
C x
C x
C x
C x
C x
C x
E
E
E
E
E
E
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
M
M
X
X
X
X
X
X
X
X
X
M
M
X
X
X
X
X
X
X
X
X
X
C
MAIN
6 PVC
FIRE
8 PVC
MAIN
8 PVC
MAIN
8 PVC
MAIN
6 PVC
MAIN
4 PVC
MAIN
8 PVC
SERVICE
4 PVC
W
W
W
W
W
W
W
A
I P
A
I P
A
I P
A
I P
A
I P
W
W
W
W
W
TEE
TEE
TEE
TEE
TEE
TEE
TEE
TEE
TEE
HYDRANT
HS-29-08
S
S
S
S
F
M
F
M
TEE
HYDRANT
HS-22-01
F
M
F
M
F
M
F
M
S
S
S
C O
C O
C O
C O
L
L
F
M
F
M
F
M
W
W
S
S
S
S
S
S
S
S
S
E-102
J
B
A R
T O
N
L
C
O L
E M
A N
M A
N H
O
E
A
S
I T
E
P
L A
N
S
H E
H
A R
T N
E T
T
D B
F
G
B
E A
R D
R E
P A
B
L I C
N
H O
P H
I L L I P
S
P
A R
K W
A Y
D B
F
C C
A F
S
F
L U
S A
F
T
H
C
I V
I L
E
N G
I N
E E
R
S
Q U
A D
R O
N
I
T
E
D E
L I V
E R
Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
150'100'50'0'50'
GRAPHIC SCALE 1" = 50'
MATCHLINE - CONTINUED
S
A
M
U
I L
L
I
O
U
T
H
B
O
U
N
D
MATCHLINE - SEE CONTINUATION, THIS SHEET
MATCHLINE - SEE SHEET E-103
MATCHLINE - SEE SHEET E-101
SCALE:
MANHOLE AREA SITE PLAN - SHEET 2
1" = 50'
S
A
M
U
I L
L
I
O
R
T
H
B
O
U
N
D
S
A
M
U
I L
L
I
O
U
T
H
B
O
U
N
D
S
A
M
U
I L
L
I
R
T
H
B
O
U
N
D
MH
E3
MH
MH
MH
MH
E4
MH
E4-1
MH
(836)
MH
E5
MH
MH
MH
81900
85125
LBS-A19IG
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
N
GENERAL NOTES:
1. SEE DRAWINGS E-601 THROUGH E-604 FOR SINGLE LINE DIAGRAM.
2. SEE DRAWING E-605 FOR FEEDER SCHEDULE.
3. ORANGEBURG DUCT MAY BE PRESENT AT SOME MANHOLES BASED ON
PREVIOUS SURVEYS; IT IS NOT EXPECTED TO BE DISTURBED. IF
ORANGEBURG DUCT MUST BE DISTURBED, NOTIFY THE CONTRACTING
OFFICER BEFORE PROCEEDING.
4. NEW SPLICES SHALL BE COLD SHRINK AS MANUFACTURED BY 3M OR
APPROVED EQUAL.
FLAG NOTE:
1. EXISTING MANHOLE SHALL REMAIN. REMOVE EXISTING SPLICES FROM
CIRCUITS SHOWN ON SINGLE LINE DIAGRAM. PROVIDE NEW SPLICES
ON EXISTING CIRCUIT.
LBS-8S2
LBS-DLIG4
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_E-102.dwg, 1/19/2018 10:17:54 AM
X
X
X
X
X
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
C
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E
E
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
C
C
ABANDONED
2 PVC
SERVICE
1.5 PVC
HYDRANT
HS-29-07
MAIN
1.5 PVC
MAIN
6 PVC
MAIN
6 PVC
W
W
A
I P
A
I P
A
I P
A
I P
W
W
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
W
W
W
W
W
W
W
W
W
TEE
TEE
TEE
TEE
HYDRANT
HS-29-05
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
S
S
S
C O
W
W
W
S
S
S
S
S
S
S
S
S
S
S
C O
E-103
J
B
A R
T O
N
L
C
O L
E M
A N
M A
N H
O
E
A
S
I T
E
P
L A
N
S
H E
H
A R
T N
E T
T
D B
F
G
B
E A
R D
R E
P A
B
L I C
N
H O
P H
I L L I P
S
P
A R
K W
A Y
D B
F
C C
A F
S
F
L U
S A
F
T
H
C
I V
I L
E
N G
I N
E E
R
S
Q U
A D
R O
N
I
T
E
D E
L I V
E R
Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
150'100'50'0'50'
GRAPHIC SCALE 1" = 50'
MATCHLINE - SHEET E-104
MATCHLINE - SEE SHEET E-102
MH
E7
MH
MH
E6
SCALE:
MANHOLE AREA SITE PLAN - SHEET 3
1" = 50'
85010
S
A
M
U
I L
L
I
O
U
T
H
B
O
U
N
D
S
A
M
U
I L
L
I
R
T
H
B
O
U
N
D
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
N
GENERAL NOTES:
1. SEE DRAWINGS E-601 THROUGH E-604 FOR SINGLE LINE DIAGRAM.
2. SEE DRAWING E-605 FOR FEEDER SCHEDULE.
3. ORANGEBURG DUCT MAY BE PRESENT AT SOME MANHOLES BASED ON
PREVIOUS SURVEYS; IT IS NOT EXPECTED TO BE DISTURBED. IF
ORANGEBURG DUCT MUST BE DISTURBED, NOTIFY THE CONTRACTING
OFFICER BEFORE PROCEEDING.
4. NEW SPLICES SHALL BE COLD SHRINK AS MANUFACTURED BY 3M OR
APPROVED EQUAL.
FLAG NOTE:
1. EXISTING MANHOLE SHALL REMAIN. REMOVE EXISTING SPLICES FROM
CIRCUITS SHOWN ON SINGLE LINE DIAGRAM. PROVIDE NEW SPLICES ON
EXISTING CIRCUIT.
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_E-103.dwg, 1/19/2018 10:18:04 AM
SAMUEL C PHILLIPS PKWY
MAIN
6 PVC
FIRE
8 PVC
MAIN
6 PVC
FIRE
6 PVC
FIRE
6 PVC
MAIN
20 RC
MAIN
8 PVC
TEE
TEE
TEETEE
TEE
TEE
VALVE
BACKFLOW
VALVE
VALVE
VALVE
VALVE
VALVE
VALVE
HYDRANT
HS-29-03
HYDRANT
HS-29-01
POSTINDICATOR
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
C
C
C
C
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C
C x
C x
C x
E x
E x
E x
E
E
E
E
E
E
E
E
E
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
MAIN
6 PVC
FIRE
8 PVC
MAIN
6 PVC
FIRE
6 PVC
FIRE
6 PVC
MAIN
20 RC
MAIN
8 PVC
W
W
W W W
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
W
W
TEE
TEE
TEETEE
TEE
TEE
F
M
HYDRANT
HS-29-03
HYDRANT
HS-29-01
F
M
F
M
F
M
F
M
F
M
F M
F
M
F
M
S
S
S
S
L
W
W
F
M
F
M
F
M
F
M
F
M
F
M
F M
F
M
E
E
E
E
E-104
J
B
A R
T O
N
L
C
O L
E M
A N
M A
N H
O
E
A
S
I T
E
P
L A
N
S
H E
H
A R
T N
E T
T
D B
F
G
B
E A
R D
R E
P A
B
L I C
N
H O
P H
I L L I P
S
P
A R
K W
A Y
D B
F
C C
A F
S
F
L U
S A
F
T
H
C
I V
I L
E
N G
I N
E E
R
S
Q U
A D
R O
N
I
T
E
D E
L I V
E R
Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
150'100'50'0'50'
GRAPHIC SCALE 1" = 50'
S
A
M
U
I L
L
I
O
U
T
H
B
O
U
N
D
MATCHLINE - SEE SHEET E-105
MATCHLINE - SEE SHEET E-103
MH
E9
MH
MH
E8
MH
E8-1
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
SCALE:
MANHOLE AREA SITE PLAN - SHEET 4
1" = 50'
S
A
M
U
I L
L
I
O
R
T
H
B
O
U
N
D
PIER ROAD
SWITCH
STATION #7
P
R
I M
A
R
Y
L
I N
E
PRIMARY OH
E_LINE
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
N
GENERAL NOTES:
1. SEE DRAWINGS E-601 THROUGH E-604 FOR SINGLE LINE DIAGRAM.
2. SEE DRAWING E-605 FOR FEEDER SCHEDULE.
3. ORANGEBURG DUCT MAY BE PRESENT AT SOME MANHOLES BASED ON
PREVIOUS SURVEYS; IT IS NOT EXPECTED TO BE DISTURBED. IF
ORANGEBURG DUCT MUST BE DISTURBED, NOTIFY THE CONTRACTING
OFFICER BEFORE PROCEEDING.
4. NEW SPLICES SHALL BE COLD SHRINK AS MANUFACTURED BY 3M OR
APPROVED EQUAL.
FLAG NOTE:
1. EXISTING MANHOLE SHALL REMAIN. REMOVE EXISTING SPLICES FROM
CIRCUITS SHOWN ON SINGLE LINE DIAGRAM. PROVIDE NEW SPLICES
ON EXISTING CIRCUIT.
LBS-8S3
LBS-A25IG
V
E
G
E
T
A
T
I
E
A
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_E-104.dwg, 1/19/2018 10:18:12 AM
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
C
C
C
C
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E
E
E
E
E
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
W
W
W
W
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
S
W
W
W
W
W
W
X
X x
G x
G x
G x
C
C
C
C
C
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E
E
E
E x
E x
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
TEE
ABANDONED
6 TBD
MAIN
6 DI
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
W
W
W
W
W
W
W
W
HYDRANT
HS-37-02
TEE
F
M
TEE
W
W
F
M
F
M
F
M
F
M
F
M
F
M
E
E-105
J
B
A R
T O
N
L
C
O L
E M
A N
M A
N H
O
E
A
S
I T
E
P
L A
N
S
H E
H
A R
T N
E T
T
D B
F
G
B
E A
R D
R E
P A
B
L I C
N
H O
P H
I L L I P
S
P
A R
K W
A Y
D B
F
C C
A F
S
F
L U
S A
F
T
H
C
I V
I L
E
N G
I N
E E
R
S
Q U
A D
R O
N
I
T
E
D E
L I V
E R
Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
150'100'50'0'50'
GRAPHIC SCALE 1" = 50'
MATCHLINE - CONTINUED
S
P
MATCHLINE - SEE CONTINUATION, THIS SHEET
MATCHLINE - SEE SHEET E-106
MATCHLINE - SEE SHEET E-104
MH
E11
MH
MH
MH
E10
MH
MH
MH
E12
SCALE:
MANHOLE AREA SITE PLAN - SHEET 5
1" = 50'
MH
CRCV8
S
A
M
U
I L
L
I
O
U
T
H
B
O
U
N
D
S
A
M
U
I L
L
I
O
R
T
H
B
O
U
N
D
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
S
A
M
U
I L
L
I
O
U
T
H
B
O
U
N
D
S
A
M
U
I L
L
I P
S
P
K
O
R
T
H
B
O
U
N
D
N
GENERAL NOTES:
1. SEE DRAWINGS E-601 THROUGH E-604 FOR SINGLE LINE DIAGRAM.
2. SEE DRAWING E-605 FOR FEEDER SCHEDULE.
3. ORANGEBURG DUCT MAY BE PRESENT AT SOME MANHOLES BASED ON
PREVIOUS SURVEYS; IT IS NOT EXPECTED TO BE DISTURBED. IF
ORANGEBURG DUCT MUST BE DISTURBED, NOTIFY THE CONTRACTING
OFFICER BEFORE PROCEEDING.
4. NEW SPLICES SHALL BE COLD SHRINK AS MANUFACTURED BY 3M OR
APPROVED EQUAL.
FLAG NOTE:
1. EXISTING MANHOLE SHALL REMAIN. REMOVE EXISTING SPLICES FROM
CIRCUITS SHOWN ON SINGLE LINE DIAGRAM. PROVIDE NEW SPLICES
ON EXISTING CIRCUIT.
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_E-105.dwg, 1/19/2018 10:18:21 AM
COMM PULLBOX PAD
NO RP
COMM PULLBOX PAD
NO RP
COMM PULLBOX PAD
NO RP
COMM PULLBOX PAD
NO RP
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
C
C
C
C
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
C
C
C
C
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
W
W
W
W
W
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
W
W
W
W
W
P
V
C
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
C
C
C
C
C
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C
C x
C x
C x
C x
C x
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
W
W
W
W
F
M
F
M
F
M
F
M
F
M
F
M
F
M
S
W
W
W
E
E-106
J
B
A R
T O
N
L
C
O L
E M
A N
M A
N H
O
E
A
S
I T
E
P
L A
N
S
H E
H
A R
T N
E T
T
D B
F
G
B
E A
R D
R E
P A
B
L I C
N
H O
P H
I L L I P
S
P
A R
K W
A Y
D B
F
C C
A F
S
F
L U
S A
F
T
H
C
I V
I L
E
N G
I N
E E
R
S
Q U
A D
R O
N
I
T
E
D E
L I V
E R
Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
150'100'50'0'50'
GRAPHIC SCALE 1" = 50'
MATCHLINE - CONTINUED
S
A
M
U
I
L
L
I
R
E
S
S
MATCHLINE - SEE CONTINUATION, THIS SHEET
MATCHLINE - SEE SHEET E-105
MH
E13
MATCHLINE - SEE SHEET E-107
MH
E14
MH
E15
SCALE:
MANHOLE AREA SITE PLAN - SHEET 6
1" = 50'
S
A
M
U
I L
L
I
O
U
T
H
B
O
U
N
D
S
A
M
U
I L
L
I
O
R
T
H
B
O
U
N
D
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
S
A
M
U
I L
L
I
O
U
T
H
B
O
U
N
D
S
A
M
U
I L
L
I
O
R
T
H
B
O
U
N
D
BST
N
GENERAL NOTES:
1. SEE DRAWINGS E-601 THROUGH E-604 FOR SINGLE LINE DIAGRAM.
2. SEE DRAWING E-605 FOR FEEDER SCHEDULE.
3. ORANGEBURG DUCT MAY BE PRESENT AT SOME MANHOLES BASED ON
PREVIOUS SURVEYS; IT IS NOT EXPECTED TO BE DISTURBED. IF
ORANGEBURG DUCT MUST BE DISTURBED, NOTIFY THE CONTRACTING
OFFICER BEFORE PROCEEDING.
4. NEW SPLICES SHALL BE COLD SHRINK AS MANUFACTURED BY 3M OR
APPROVED EQUAL.
FLAG NOTE:
1. EXISTING MANHOLE SHALL REMAIN. REMOVE EXISTING SPLICES FROM
CIRCUITS SHOWN ON SINGLE LINE DIAGRAM. PROVIDE NEW SPLICES
ON EXISTING CIRCUIT.
LBS-8S4
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_E-106.dwg, 1/19/2018 10:18:33 AM
AutoCAD SHX Text
M-S37-AR53
78150 x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
C
C
C
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E x
E x
E x
E x
E x
E
E
E
E
E
E
E
E
E x
E x
E x
E x
E x
E x
E x E x
E x
E x
E x
E x
E x
E x
C
C
C
MAIN
TBD PVC
MAIN
6 PVC
MAIN
8 PVC
SERVICE
TBD TBD
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
W
W
W
W
W
W
REDUCER
TEE
TEE
TEE
HYDRANT
HS-59-01
HYDRANT
HS-59-02
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
S
C O
L
L
W
W
W
W
W
TEE
W
W
W
F
M
FM
FM
F
M
F
M
FM
E x
E x
E x
E x
X
X
X
X
X
G x
G x
G x
G x
G x
G x
G x
G x
G x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E
E x
E x
E x
E x
E x
C
C
E x
E x
E x
E x
E x
C x
C x
C x
C x
C x
C
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
F
M
F
M
F
M
F
M
S
W
W
W
W
W
W
E-107
J
B
A R
T O
N
L
C
O L
E M
A N
M A
N H
O
E
A
S
I T
E
P
L A
N
S
H E
H
A R
T N
E T
T
D B
F
G
B
E A
R D
R E
P A
B
L I C
N
H O
P H
I L L I P
S
P
A R
K W
A Y
D B
F
C C
A F
S
F
L U
S A
F
T
H
C
I V
I L
E
N G
I N
E E
R
S
Q U
A D
R O
N
I
T
E
D E
L I V
E R
Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
150'100'50'0'50'
GRAPHIC SCALE 1" = 50'
MATCHLINE - CONTINUED
MATCHLINE - SEE CONTINUATION, THIS SHEET
MATCHLINE - SEE SHEET E-106
MATCHLINE - SEE SHEET E-108
MH
E18
MH
E17
MH
MH
MH
E16
MH
MH
MH
MH
902A
SCALE:
MANHOLE AREA SITE PLAN - SHEET 7
1" = 50'
S
A
M
U
I L
L
I
O
U
T
H
B
O
U
N
D
S
A
M
U
I
L
L
I
O
R
T
H
B
O
U
N
D
VEGETATION AREA
L
IG
H T
H O
U S
E R
D
R
E
S
S
L
I
G
H
T
H
O
U
S
E
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
S
A
M
U
I L
L
I
O
U
T
H
B
O
U
N
D
S
A
M
U
I L
L
I
O
R
T
H
B
O
U
N
D
(SWMU)
RPLS2
TWIF2
TWIF3
78150
D
I
R
E
R
I
B
L
E
N
GENERAL NOTES:
1. SEE DRAWINGS E-601 THROUGH E-604 FOR SINGLE LINE DIAGRAM.
2. SEE DRAWING E-605 FOR FEEDER SCHEDULE.
3. ORANGEBURG DUCT MAY BE PRESENT AT SOME MANHOLES BASED ON
PREVIOUS SURVEYS; IT IS NOT EXPECTED TO BE DISTURBED. IF
ORANGEBURG DUCT MUST BE DISTURBED, NOTIFY THE CONTRACTING
OFFICER BEFORE PROCEEDING.
4. NEW SPLICES SHALL BE COLD SHRINK AS MANUFACTURED BY 3M OR
APPROVED EQUAL.
FLAG NOTES:
1. EXISTING MANHOLE SHALL REMAIN. REMOVE EXISTING SPLICES FROM
CIRCUITS SHOWN ON SINGLE LINE DIAGRAM. PROVIDE NEW SPLICES
ON EXISTING CIRCUIT.
2. SWMU IS KNOWN TO CONTAIN SOILS WITH PCB ABOVE RESIDENTIAL
SOIL CLEANUP TARGET LEVELS. WORKERS SHALL UTILIZE PROPER
PPE AGAINST PCB EXPOSURE.
LBS-A43IG
CRIG12
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_E-107.dwg, 1/19/2018 10:18:44 AM x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
S D
S
D
C
C
C
MAIN
16 RC
A
I P
A
I P
A
I P
A
I P
A
I P
A I P
A I P
A I P
A I P
W
W
W
W
W
TEE
F M
F M
F M
F M
F
M
F
M
F
M
F M
F M
F M
S
W
W
W
W
X
X
X
X
X
X
X
X
X
X
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
S D
S D
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E
E
C
C
C
C
F
F
MAIN
8 PVC
W
A I P
A I P
A I P
A I P
A I P
A I P
A I P
A I P
W
W
F
F
F
F
F
F
F
W
W
TEE
HYDRANT
HC-02-03
A
IP
W
W
W
W
W
W
F M
F M
F M
F M
F M
F M
F M
F M
F M
F M
F M
TEE
TEE
TEE
REDUCER
TEE
HYDRANT
HC-02-04
TEE
REDUCER
TEE
W
W
W
W
METER
W
P
V C
E x
E x
E
E-108
J
B
A R
T O
N
L
C
O L
E M
A N
M A
N H
O
E
A
S
I T
E
P
L A
N
S
H E
H
A R
T N
E T
T
D B
F
G
B
E A
R D
R E
P A
B
L I C
N
H O
P H
I L L I P
S
P
A R
K W
A Y
D B
F
C C
A F
S
F
L U
S A
F
T
H
C
I V
I L
E
N G
I N
E E
R
S
Q U
A D
R O
N
I
T
E
D E
L I V
E R
Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
150'100'50'0'50'
GRAPHIC SCALE 1" = 50'
MATCHLINE - CONTINUED
(SWMU)
MATCHLINE - SEE CONTINUATION, THIS SHEET
MATCHLINE - SEE SHEET E-107
MH
E19
MATCHLINE - SEE SHEET E-109
MH
E20
MH
MSA5-1
MH
MSA5-2
SCALE:
MANHOLE AREA SITE PLAN - SHEET 8
1" = 50'
S
A
M
U
I L
L
I
O
U
T
H
B
O
U
N
D
S
A
M
U
E
I L L I
O
R
T
H
B
O
U
N
D
VEGETATION AREA
S A
M U
E
I L L I P
S
P
K W
Y
S
O U
T H
B O
U N
D
S A
M U
E
I L L I P
S
P
K W
Y
N
O R
T H
B O
U N
D
F S
A
R O
A D
VEGETATION AREA
VEGETATION AREA
N
GENERAL NOTES:
1. SEE DRAWINGS E-601 THROUGH E-604 FOR SINGLE LINE DIAGRAM.
2. SEE DRAWING E-605 FOR FEEDER SCHEDULE.
3. ORANGEBURG DUCT MAY BE PRESENT AT SOME MANHOLES
BASED ON PREVIOUS SURVEYS; IT IS NOT EXPECTED TO BE
DISTURBED. IF ORANGEBURG DUCT MUST BE DISTURBED,
NOTIFY THE CONTRACTING OFFICER BEFORE PROCEEDING.
4. NEW SPLICES SHALL BE COLD SHRINK AS MANUFACTURED BY 3M
OR APPROVED EQUAL.
5. PRIOR TO WORK TAKING PLACE IN THIS AREA, A RISK
ASSESSMENT IS REQUIRED TO BE CONDUCTED. COORDINATE
WITH 45 CES AND 45 SW/SEAT.
FLAG NOTES:
1. EXISTING MANHOLE SHALL REMAIN. REMOVE EXISTING SPLICES
FROM CIRCUITS SHOWN ON SINGLE LINE DIAGRAM. PROVIDE
NEW SPLICES ON EXISTING CIRCUIT.
2. SWMU IS KNOWN TO CONTAIN SOILS WITH PCB ABOVE
RESIDENTIAL SOIL CLEANUP TARGET LEVELS. WORKERS SHALL
UTILIZE PROPER PPE AGAINST PCB EXPOSURE.
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_E-108.dwg, 1/19/2018 10:18:56 AM
AIP SLAB
NO RP
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E
E
E
E
E x
E x
E x
E x E x
E x
E x
E x
E x
E
C
C
C
C
A I P
A I P
A I P
A I P
A I P
A I P
A I P
A I P
A I P
W
W
W
W
W
W
W
F M
F M
F M
F M
F M
F M
F M
F M
F M
F M
W
P
V C
E x
E x
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ANCHOR PAD
NO RP
ANCHOR PAD
NO RP
ANCHOR PAD
NO RP
ANCHOR PAD
NO RP
WEATHER TOWER 403
73112
77602
01042
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E
E
E
E
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E
E
C
C
C
ABANDONED
TBD TBD
F
F
CAP
TEE
SERVICE
TBD TBD
SERVICE
3 PVC
MAIN
TBD TBD
MAIN
TBD TBD
FIRE
10 TBD
W
F
F
F
F F
F
F
F
F
F
F
A I P
A I P
W
W
A I P
A I P
A I P
A I P
A I P
A I P
A I P
TEE
TEE
TEE
TEE
CAP
W
W
TEE
TEE
F M
F M
F M
F M
F
M
F M
F M
F M
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
CAP
F
H
C
TEE
E-109
J
B
A R
T O
N
L
C
O L
E M
A N
M A
N H
O
E
A
S
I T
E
P
L A
N
S
H E
H
A R
T N
E T
T
D B
F
G
B
E A
R D
R E
P A
B
L I C
N
H O
P H
I L L I P
S
P
A R
K W
A Y
D B
F
C C
A F
S
F
L U
S A
F
T
H
C
I V
I L
E
N G
I N
E E
R
S
Q U
A D
R O
N
I
T
E
D E
L I V
E R
Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
150'100'50'0'50'
GRAPHIC SCALE 1" = 50'
MATCHLINE - CONTINUED
EXISTING ACTIVE MONITORING
WELL. DO NOT DISTURB (TYP)
(SWMU)
MATCHLINE - SEE CONTINUATION, THIS SHEET
MATCHLINE - SEE SHEET E-108
MATCHLINE - SEE SHEET E-110
MH
E22
MH
E21
MH
MH
MH
MH
MSA1A
MH
E23
MH
MSA1B
MH
MH
MH
845-1
SCALE:
MANHOLE AREA SITE PLAN - SHEET 9
1" = 50'
S A
M U
E
I L L I P
S
P
K W
Y
S
O U
T H
B O
U N
D
S A
M U
E
I L L I P
S
P
K W
Y
N
O R
T H
B O
U N
D
V E
G E
T A
T I O
N
A
R E
A
S
A
M
U
E
I L L I
O
U
T H
B
O
U
N
D
S
A
M
U
E
I L L I
O
R
T H
B
O
U
N
D
V E
G E
T A
T I O
N
A
R E
A
V E
G E
T A
T I O
N
A
R E
A
V
E
G
E
T
A
T
I
E
A
(SWMU)
01042
77602
N
GENERAL NOTES:
1. SEE DRAWINGS E-601 THROUGH E-604 FOR SINGLE LINE DIAGRAM.
2. SEE DRAWING E-605 FOR FEEDER SCHEDULE.
3. ORANGEBURG DUCT MAY BE PRESENT AT SOME MANHOLES BASED
ON PREVIOUS SURVEYS; IT IS NOT EXPECTED TO BE DISTURBED. IF
ORANGEBURG DUCT MUST BE DISTURBED, NOTIFY THE
CONTRACTING OFFICER BEFORE PROCEEDING.
4. NEW SPLICES SHALL BE COLD SHRINK AS MANUFACTURED BY 3M
OR APPROVED EQUAL.
5. PRIOR TO WORK TAKING PLACE IN THIS AREA, A RISK ASSESSMENT
IS REQUIRED TO BE CONDUCTED. COORDINATE WITH 45 CES AND
45 SW/SEAT.
FLAG NOTES:
1. EXISTING MANHOLE SHALL REMAIN. REMOVE EXISTING SPLICES
FROM CIRCUITS SHOWN ON SINGLE LINE DIAGRAM. PROVIDE NEW
SPLICES ON EXISTING CIRCUIT.
2. SWMU IS KNOWN TO CONTAIN SOILS WITH PCB ABOVE RESIDENTIAL
SOIL CLEANUP TARGET LEVELS. WORKERS SHALL UTILIZE PROPER
PPE AGAINST PCB EXPOSURE.
LBS-8S5
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_E-109.dwg, 1/19/2018 10:19:08 AM
X
X
X
X
X
X
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E
E
E
C
C
C
C
C
MAIN
6 PVC
SERVICE
TBD TBD
ABANDONED
TBD TBD
MAIN
12 PVC
MAIN
6 PVC
A
I P
A
I P
TEE
ABANDONED
12 TBD
MAIN
TBD PVC
ABANDONED
TBD TBD
ABANDONED
TBD TBD
ABANDONED
TBD TBD
ABANDONED
TBD TBD
FIRE
6 PVC
ABANDONED
6 PVC
F
F
A
I P
A
I P
W
W
W
A I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
W
TEE
TEE
TEE
TEE
HYDRANT
HC-18-01
REDUCER
TEE
TEE
W
W
TEE
TEE
HYDRANT
HC-18-06
FIRE_CONNECT
F
M
F
M
F
M
F
M
F
M
F
M
S
L
C O
W
W
W
W
W
W
W
W
TEE
TEE
METER
W
MAIN
6 PVC
F
HYDRANT
HC-18-07
TEE
REDUCER
TEE
F
M
F
M
C O
E
E
E
E x
E x
E x E x
E x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E
E
E
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
C
C
C
C
C
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
ABANDONED
TBD TBD
ABANDONED
TBD TBD
ABANDONED
TBD TBD
ABANDONED
TBD TBD
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
F
F
F
F
F
F
W
W
W
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
TEE
*AIP
W
W
W
W
W
W
W
W
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
E x
E x
E-110
J
B
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T O
N
L
C
O L
E M
A N
M A
N H
O
E
A
S
I T
E
P
L A
N
S
H E
C
H
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T N
E T
T
D B
F
G
B
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P A
B
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N
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P H
I L L I P
S
P
A R
K W
A Y
D B
F
C C
A F
S
F
L U
S A
F
T
H
C
I V
I L
E
N G
I N
E E
R
S
Q U
A D
R O
N
I
T
E
D E
L I V
E R
Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
150'100'50'0'50'
GRAPHIC SCALE 1" = 50'
MATCHLINE - CONTINUED
EXISTING ACTIVE MONITORING
WELL. DO NOT DISTURB (TYP)
(SWMU)
MATCHLINE - SEE CONTINUATION, THIS SHEET
MATCHLINE - SEE SHEET E-109
MATCHLINE - SEE SHEET E-111
MH
E24
PULLBOX
UCS26IF
MH
MH
E25
MH
MSA1
MH
MSA1H
MH
MSA1G
MH
E26
MH
MH
MH
SCALE:
MANHOLE AREA SITE PLAN - SHEET 10
1" = 50'
S
A
M
U
I L
L
I
O
U
T
H
B
O
U
N
D
S
A
M
U
I L
L
I
O
R
T
H
B
O
U
N
D
V
E
G
E
T
A
T
I
E
A
LBS-8S17
S
A
M
U
I L
L
I
O
U
T
H
B
O
U
N
D
S
A
M
U
I L
L
I
O
R
T
H
B
O
U
N
D
VEGETATION AREA
MH
17??
MH
01047
73019
V
E
G
E
T
A
T
I
E
A
V E
G E
T A
T I O
N
A
R E
A
V
E
G
E
T
A
T
I
E
A
M
I S
S
I
N
T
R
A
D
VEGETATION AREA
V
E
G
E
T
A
T
I
E
A
N
GENERAL NOTES:
1. SEE DRAWINGS E-601 THROUGH E-604 FOR SINGLE LINE DIAGRAM.
2. SEE DRAWING E-605 FOR FEEDER SCHEDULE.
3. ORANGEBURG DUCT MAY BE PRESENT AT SOME MANHOLES BASED
ON PREVIOUS SURVEYS; IT IS NOT EXPECTED TO BE DISTURBED. IF
ORANGEBURG DUCT MUST BE DISTURBED, NOTIFY THE
CONTRACTING OFFICER BEFORE PROCEEDING.
4. NEW SPLICES SHALL BE COLD SHRINK AS MANUFACTURED BY 3M
OR APPROVED EQUAL.
5. PRIOR TO WORK TAKING PLACE IN THIS AREA, A RISK ASSESSMENT
IS REQUIRED TO BE CONDUCTED. COORDINATE WITH 45 CES AND
45 SW/SEAT.
FLAG NOTES:
1. EXISTING MANHOLE SHALL REMAIN. REMOVE EXISTING SPLICES
FROM CIRCUITS SHOWN ON SINGLE LINE DIAGRAM. PROVIDE NEW
SPLICES ON EXISTING CIRCUIT.
2. SWMU IS KNOWN TO CONTAIN SOILS WITH PCB ABOVE RESIDENTIAL
SOIL CLEANUP TARGET LEVELS. WORKERS SHALL UTILIZE PROPER
PPE AGAINST PCB EXPOSURE.
3. MANHOLE IS WITHIN 500 FEET OF A GROUNDWATER CONTAMINANT
PLUME BOUNDARY. GROUNDWATER CONTAMINANTS INCLUDE
TRICHLOROETHENE, CIS-1.2-DICHLOROETHENE AND VINYL
CHLORIDE. CONTRACTOR SHALL COORDINATE DEWATERING WITH
THE 45TH SPACE WING INSTALLATION RESTORATION OFFICE
THROUGH SUBMITTAL OF A DEWATERING MANAGEMENT PLAN.
WORKERS THAT WILL BE EXPOSED TO GROUNDWATER DURING
DEWATERING ACTIVITIES SHALL USE PPE. MANAGEMENT OF
CONTAMINATED GROUNDWATER SHALL BE CONDUCTED IN
ACCORDANCE WITH CFR 1910.120.
LBS-8S6
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_E-110.dwg, 1/19/2018 10:19:20 AM
X
X
X
X
X
X
X
X
X
X
X
X
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E x
E x
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E x
E x
E x
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E x
E x
E x
C
C
C
SERVICE
3 PVC
A
I P
A
I P
A
I P
W
ABANDONED
TBD TBD
MAIN
16 PVC
MAIN
6 PVC
ABANDONED
TBD TBD
W
W
W
W
W
W
W
W
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
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TEE
TEE
*AIP
F
M
F
M
F
M
F
M
F
M
F
M
F
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HYDRANT
HC-18-06
C O
C O
S
W
W
W
W
W
W
W
A
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A
I P
L
F
M
F
M
F
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F
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F
M
F
M
F
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F
M
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E
C x
C x
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C x
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X
X
X
X
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G x
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S D
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C x
C x
C x
C x
C x
C x
C x
C x
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C x
C x
C x
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C x
C x
C x
C x
C x
C x
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E
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E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
C
C
C
ABANDONED
TBD TBD
TEE
ABANDONED
12 TBD
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
W
W
W
W
W
W
W
W
W
W
W
TEE
F
M
F
M
F
M
F
M
F M
F M
F M
F M
F M
F M
F M
F M
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S
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M
F
M
C x
C x
C x
C x
C x
C x
E-111
J
B
A R
T O
N
L
C
O L
E M
A N
M A
N H
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A
S
I T
E
P
L A
N
S
H E
C
H
A R
T N
E T
T
D B
F
G
B
E A
R D
R E
P A
B
L I C
N
H O
P H
I L L I P
S
P
A R
K W
A Y
D B
F
C C
A F
S
F
L U
S A
F
T
H
C
I V
I L
E
N G
I N
E E
R
S
Q U
A D
R O
N
I
T
E
D E
L I V
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Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
150'100'50'0'50'
GRAPHIC SCALE 1" = 50'
MATCHLINE - CONTINUED
MATCHLINE - SEE CONTINUATION, THIS SHEET
MATCHLINE - SEE SHEET E-110
MATCHLINE - SEE SHEET E-112
MH
E27
MH
B27A1
MH
E28
MH
MH
MH
E29-1
RPLS1
MH
E29
MH
MH
SCALE:
MANHOLE AREA SITE PLAN - SHEET 11
1" = 50'
S
A
M
U
I L
L
I
O
U
T
H
B
O
U
N
D
S
A
M
U
I L
L
I
O
R
T
H
B
O
U
N
D
V E
G E
T A
T I O
N
A
R E
A
P
R
I M
A
B
L
I N
E
S
A
M
U
I L
L
I
O
U
T
H
B
O
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N
D
S
A
M
U
I L
L
I
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T
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B
O
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N
D
72910
P
R
I M
A
B
L
I N
E
F
L I G
N
T
R
O
L
R
D
N
GENERAL NOTES:
1. SEE DRAWINGS E-601 THROUGH E-604 FOR SINGLE LINE DIAGRAM.
2. SEE DRAWING E-605 FOR FEEDER SCHEDULE.
3. ORANGEBURG DUCT MAY BE PRESENT AT SOME MANHOLES BASED
ON PREVIOUS SURVEYS; IT IS NOT EXPECTED TO BE DISTURBED. IF
ORANGEBURG DUCT MUST BE DISTURBED, NOTIFY THE
CONTRACTING OFFICER BEFORE PROCEEDING.
4. NEW SPLICES SHALL BE COLD SHRINK AS MANUFACTURED BY 3M
OR APPROVED EQUAL.
5. PRIOR TO WORK TAKING PLACE IN THIS AREA, A RISK ASSESSMENT
IS REQUIRED TO BE CONDUCTED. COORDINATE WITH 45 CES AND
45 SW/SEAT.
FLAG NOTE:
1. EXISTING MANHOLE SHALL REMAIN. REMOVE EXISTING SPLICES
FROM CIRCUITS SHOWN ON SINGLE LINE DIAGRAM. PROVIDE NEW
SPLICES ON EXISTING CIRCUIT.
LBS-8S7
LBS-8S10
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_E-111.dwg, 1/19/2018 10:19:32 AM
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
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C x
C x
C x
C x
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C x
C x
E x
E x
E x
E x
E x
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E x
E x
E x
E x
E x
E x
C
C
C
W
W
W
W
W
W
W
W
W
TEE
F M
F M
F M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
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W
W
W
E
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X
X
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x C x
C x
C x
C x
C x
C x
C x
C x
C x
E x
E x
E
E
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
C
C
C
C
W
ABANDONED
TBD TBD
MAIN
10 PVC
A
I
P
A
I
P
A
I
P
TEE
CAP
W
W
W
W
W
W
W
W
W
W
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
A
I P
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
S
E
E
E
E-112
J
B
A R
T O
N
L
C
O L
E M
A N
M A
N H
O
E
A
S
I T
E
P
L A
N
S
H E
C
H
A R
T N
E T
T
D B
F
G
B
E A
R D
R E
P A
B
L I C
N
H O
P H
I L L I P
S
P
A R
K W
A Y
D B
F
C C
A F
S
F
L U
S A
F
T
H
C
I V
I L
E
N G
I N
E E
R
S
Q U
A D
R O
N
I
T
E
D E
L I V
E R
Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
150'100'50'0'50'
GRAPHIC SCALE 1" = 50'
MATCHLINE - CONTINUED
MATCHLINE - SEE CONTINUATION, THIS SHEET
MATCHLINE - SEE SHEET E-111
MATCHLINE - SEE SHEET E-113
MH
MH
E30
MH
E31
MH
MH
MH
MH
MH
SCALE:
MANHOLE AREA SITE PLAN - SHEET 12
1" = 50'
S
A
M
U
I L
L
I
W
Y
V E
G E
T A
T I O
N
A
R E
A
S
A
M
U
I L
L
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W
Y
V E
G E
T A
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A
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A
V
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R E
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T A
T I O
N
A
R E
A
V
E
G
E
T
A
T
I
E
A
P
R
I M
A
B
L
I N
E
P
R
I
M
A
R
L
I
N
E
V E
G E
T A
T
IO
N A
R E
A
N
GENERAL NOTES:
1. SEE DRAWINGS E-601 THROUGH E-604 FOR SINGLE LINE DIAGRAM.
2. SEE DRAWING E-605 FOR FEEDER SCHEDULE.
3. ORANGEBURG DUCT MAY BE PRESENT AT SOME MANHOLES BASED
ON PREVIOUS SURVEYS; IT IS NOT EXPECTED TO BE DISTURBED. IF
ORANGEBURG DUCT MUST BE DISTURBED, NOTIFY THE
CONTRACTING OFFICER BEFORE PROCEEDING.
4. NEW SPLICES SHALL BE COLD SHRINK AS MANUFACTURED BY 3M
OR APPROVED EQUAL.
5. PRIOR TO WORK TAKING PLACE IN THIS AREA, A RISK ASSESSMENT
IS REQUIRED TO BE CONDUCTED. COORDINATE WITH 45 CES AND
45 SW/SEAT.
FLAG NOTE:
1. EXISTING MANHOLE SHALL REMAIN. REMOVE EXISTING SPLICES
FROM CIRCUITS SHOWN ON SINGLE LINE DIAGRAM. PROVIDE NEW
SPLICES ON EXISTING CIRCUIT.
LBS-A86IG
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_E-112.dwg, 1/19/2018 10:19:44 AM
G x
G x
G x
G x
G x
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C x
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C x
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C x
C x
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HYDRANT
HC-01-01
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B
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S U
B M
I T
T E
D
B
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R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
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S P
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T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
150'100'50'0'50'
GRAPHIC SCALE 1" = 50'
MATCHLINE - CONTINUED
(SWMU C025,
LTM AND/OR
LUG GROUND
WATER PLUME)
MATCHLINE - SEE CONTINUATION, THIS SHEET
MATCHLINE - SEE SHEET E-112
MATCHLINE - SEE SHEET E-114
MH
E32
MH
E33
MH
MH
E33-1
MH 2390
MH 806
MH
MH
MH
MH
MH
MH
410????
SCALE:
MANHOLE AREA SITE PLAN - SHEET 13
1" = 50'
S
A
M
U
I L
L
I
W
Y
H A
N G
A
D
V
E
G
E
T
A
T
I
E
A
S
A
M
U
E
I L L I
W
Y
V
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G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
P
R
I
M
A
A
L
I
N
E
S
A
M
U
I
L
L
I
W
Y
MH
216???
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
N
VEGETATION AREA
VEGETATION AREA
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
GENERAL NOTES:
1. SEE DRAWINGS E-601 THROUGH E-604 FOR SINGLE LINE DIAGRAM.
2. SEE DRAWING E-605 FOR FEEDER SCHEDULE.
3. ORANGEBURG DUCT MAY BE PRESENT AT SOME MANHOLES BASED
ON PREVIOUS SURVEYS; IT IS NOT EXPECTED TO BE DISTURBED. IF
ORANGEBURG DUCT MUST BE DISTURBED, NOTIFY THE
CONTRACTING OFFICER BEFORE PROCEEDING.
4. NEW SPLICES SHALL BE COLD SHRINK AS MANUFACTURED BY 3M
OR APPROVED EQUAL.
5. PRIOR TO WORK TAKING PLACE IN THIS AREA, A RISK ASSESSMENT
IS REQUIRED TO BE CONDUCTED. COORDINATE WITH 45 CES AND 45
SW/SEAT.
FLAG NOTES:
1. EXISTING MANHOLE SHALL REMAIN. REMOVE EXISTING SPLICES
FROM CIRCUITS SHOWN ON SINGLE LINE DIAGRAM. PROVIDE NEW
SPLICES ON EXISTING CIRCUIT.
2. SWMU IS KNOWN TO CONTAIN SOILS WITH PCB ABOVE RESIDENTIAL
SOIL CLEANUP TARGET LEVELS. WORKERS SHALL UTILIZE PROPER
PPE AGAINST PCB EXPOSURE.
3. MANHOLE IS WITHIN 500 FEET OF A GROUNDWATER CONTAMINANT
PLUME BOUNDARY. GROUNDWATER CONTAMINANTS INCLUDE
ARSENIC, MANGANESE, IRON AND VINYL CHLORIDE. CONTRACTOR
SHALL COORDINATE DEWATERING WITH THE 45TH SPACE WING
INSTALLATION RESTORATION OFFICE THROUGH SUBMITTAL OF A
DEWATERING MANAGEMENT PLAN. WORKERS THAT WILL BE
EXPOSED TO GROUNDWATER DURING DEWATERING ACTIVITIES
SHALL USE PPE. MANAGEMENT OF CONTAMINATED GROUNDWATER
SHALL BE CONDUCTED IN ACCORDANCE WITH CFR 1910.120.
LBS-8S8
LBS-A92IG
LBS-8S9
1 3
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_E-113.dwg, 1/19/2018 10:19:56 AM
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E
E
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
C
C
C
C
C
MAIN
12 PVC
W
W
W
W
W
W
W
W
W
W
W
W
W
A
I
P
A
I
P
A
I
P
A
I
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A
I
P
A
I
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A
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F
M
F
M
F
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F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
S
S
E
E
E-114
J
B
A R
T O
N
L
C
O L
E M
A N
M A
N H
O
E
A
S
I T
E
P
L A
N
S
H E
C
H
A R
T N
E T
T
D B
F
G
B
E A
R D
R E
P A
B
L I C
N
H O
P H
I L L I P
S
P
A R
K W
A Y
D B
F
C C
A F
S
F
L U
S A
F
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C
I V
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N G
I N
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R
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Q U
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S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
150'100'50'0'50'
GRAPHIC SCALE 1" = 50'
EXISTING ACTIVE MONITORING
WELL. DO NOT DISTURB (TYP)
(SWMU C025)
MATCHLINE - SEE SHEET E-113
MATCHLINE - SEE SHEET E-115
MH
MH
MH
MH
205???
MH
SCALE:
MANHOLE AREA SITE PLAN - SHEET 14
1" = 50'
S
A
M
U
I
L
L
I
W
Y
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
N
V
E
G
E
T
A
T
I
E
A
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E
T
A
T
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A
V
E
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E
T
A
T
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E
T
A
T
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E
A
V
E
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E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
GENERAL NOTES:
1. SEE DRAWINGS E-601 THROUGH E-604 FOR SINGLE LINE DIAGRAM.
2. SEE DRAWING E-605 FOR FEEDER SCHEDULE.
3. ORANGEBURG DUCT MAY BE PRESENT AT SOME MANHOLES BASED
ON PREVIOUS SURVEYS; IT IS NOT EXPECTED TO BE DISTURBED. IF
ORANGEBURG DUCT MUST BE DISTURBED, NOTIFY THE
CONTRACTING OFFICER BEFORE PROCEEDING.
4. NEW SPLICES SHALL BE COLD SHRINK AS MANUFACTURED BY 3M
OR APPROVED EQUAL.
FLAG NOTES:
1. EXISTING MANHOLE SHALL REMAIN. REMOVE EXISTING SPLICES
FROM CIRCUITS SHOWN ON SINGLE LINE DIAGRAM. PROVIDE NEW
SPLICES ON EXISTING CIRCUIT.
2. SWMU IS KNOWN TO CONTAIN SOILS WITH PCB ABOVE RESIDENTIAL
SOIL CLEANUP TARGET LEVELS. WORKERS SHALL UTILIZE PROPER
PPE AGAINST PCB EXPOSURE.
3. MANHOLE IS WITHIN 500 FEET OF A GROUNDWATER CONTAMINANT
PLUME BOUNDARY. GROUNDWATER CONTAMINANTS INCLUDE
ARSENIC, MANGANESE, IRON AND VINYL CHLORIDE. CONTRACTOR
SHALL COORDINATE DEWATERING WITH THE 45TH SPACE WING
INSTALLATION RESTORATION OFFICE THROUGH SUBMITTAL OF A
DEWATERING MANAGEMENT PLAN. WORKERS THAT WILL BE
EXPOSED TO GROUNDWATER DURING DEWATERING ACTIVITIES
SHALL USE PPE. MANAGEMENT OF CONTAMINATED GROUNDWATER
SHALL BE CONDUCTED IN ACCORDANCE WITH CFR 1910.120.
1 3
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_E-114.dwg, 1/19/2018 10:20:08 AM
M
U
I
L
L
I
W
Y
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E x
E x
E x
E
E
E
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
C
C
C
W
W
W
W
W
W
W
W
W
W
W
W
W
A
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A
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A
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A
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F
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F
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F
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F
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F
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F
M
F
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F
M
E
E
E-115
J
B
A R
T O
N
L
C
O L
E M
A N
M A
N H
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A
S
I T
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P A
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L I C
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P H
I L L I P
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P
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A Y
D B
F
C C
A F
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L U
S A
F
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C
I V
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I N
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N
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B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
150'100'50'0'50'
GRAPHIC SCALE 1" = 50'
EXISTING ACTIVE MONITORING
WELL. DO NOT DISTURB (TYP)
MATCHLINE - SEE SHEET E-114
MATCHLINE - SEE SHEET E-116
MH
MH
MH
MH
MH
MH
SCALE:
MANHOLE AREA SITE PLAN - SHEET 15
1" = 50'
S
A
M
U
I
L
L
I
W
Y
V
E
G
E
T
A
T
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A
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E
T
A
T
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A
V
E
G
E
T
A
T
I
E
A
N
GENERAL NOTES:
1. SEE DRAWINGS E-601 THROUGH E-604 FOR SINGLE LINE DIAGRAM.
2. SEE DRAWING E-605 FOR FEEDER SCHEDULE.
3. ORANGEBURG DUCT MAY BE PRESENT AT SOME MANHOLES BASED
ON PREVIOUS SURVEYS; IT IS NOT EXPECTED TO BE DISTURBED. IF
ORANGEBURG DUCT MUST BE DISTURBED, NOTIFY THE
CONTRACTING OFFICER BEFORE PROCEEDING.
4. NEW SPLICES SHALL BE COLD SHRINK AS MANUFACTURED BY 3M
OR APPROVED EQUAL.
FLAG NOTES:
1. EXISTING MANHOLE SHALL REMAIN. REMOVE EXISTING SPLICES
FROM CIRCUITS SHOWN ON SINGLE LINE DIAGRAM. PROVIDE NEW
SPLICES ON EXISTING CIRCUIT.
2. MANHOLE IS WITHIN 500 FEET OF A GROUNDWATER CONTAMINANT
PLUME BOUNDARY. GROUNDWATER CONTAMINANTS INCLUDE
ARSENIC, MANGANESE, IRON AND VINYL CHLORIDE. CONTRACTOR
SHALL COORDINATE DEWATERING WITH THE 45TH SPACE WING
INSTALLATION RESTORATION OFFICE THROUGH SUBMITTAL OF A
DEWATERING MANAGEMENT PLAN. WORKERS THAT WILL BE
EXPOSED TO GROUNDWATER DURING DEWATERING ACTIVITIES
SHALL USE PPE. MANAGEMENT OF CONTAMINATED GROUNDWATER
SHALL BE CONDUCTED IN ACCORDANCE WITH CFR 1910.120.
X:\DBEH\15-1571 Repair Cable Splices in Manhole on Phillips Pkwy\DWG\15-1571_E-115.dwg, 1/19/2018 10:20:17 AM
G x
G x
A
B
A
N
D
O
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E
D
A
B
A
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C
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C x
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C x
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E x
E
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E x
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E x
E x
E x
E x
E x
E
E x
E x
E x
E x
C
ABANDONED
TBD TBD
ABANDONED
2 PVC
MAIN
6 CASTIRON
SERVICE
TBD TBD
SERVICE
TBD TBD
MAIN
12 AC
FIRE
4 TBD
W
W
W
W
A
I
P
A
I
P
W
W
W
W
W
W
F
F
W
TEE
TEE
FIRE
6 PVC
MAIN
6 DI
MAIN
6 CASTIRON
MAIN
TBD TBD
ABANDONED
TBD TBD
MAIN
TBD TBD
MAIN
TBD TBD
FIRE
TBD TBD
MAIN
6 PVC
ABANDONED
6 AC
MAIN
12 AC
MAIN
6 AC
MAIN
6 PVC
ABANDONED
2 PVC
F
F
F
F
A
I
P
W
W
W
W
W
W
W
W
W
W
W
W
W
W
A
I
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A
I
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A
I
P
A
I
P
A
I
P
W
TEE
TEE
TEE
TEE
TEE
TEE
TEE
TEE
TEE
TEE
TEE
HYDRANT
HI-15-11
HYDRANT
HI-15-15
HYDRANT
HI-14-08
REDUCER
W
W
W
W
W
W
A
I
P
A
I
P
A
I
P
HYDRANT
HI-14-09
TEE
TEE
HYDRANT
HI-15-14
HYDRANT
HI-15-10
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
S
S
S
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S
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S
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S
E-116
J
B
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M A
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A
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I T
E
P
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C
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T N
E T
T
D B
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B
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R D
R E
P A
B
L I C
N
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P H
I L L I P
S
P
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K W
A Y
D B
F
C C
A F
S
F
L U
S A
F
T
H
C
I V
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N G
I N
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R
S
Q U
A D
R O
N
I
T
E
D E
L I V
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Y
N
O
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
R E
V I E
W E
D
B
Y
D A
T E
SHEET
IDENTIFICATION
C O
N T
R A
F
A
D
E I S
R A
N G
E
A
R C
H I T
E C
T E
N G
I N
E E
R
I N
S P
E C
T I O
N
S
E R
V I C
E S
F A
D n g i n e e r i n g I n c
L L E
N
E A
A
B
2 3
C
1 2 3
4 5
4 5
C
D
A
B
D
An O ne id a N at io n Co m pa ny
150'100'50'0'50'
GRAPHIC SCALE 1" = 50'
S
A
M
U
I
L
L
I
W
Y
MATCHLINE - SEE SHEET E-115
MATCHLINE - SEE SHEET E-117
MH
MH
MH
OFHI
MH
MH
MH
SCALE:
MANHOLE AREA SITE PLAN - SHEET 16
1" = 50'
EXISTING ACTIVE MONITORING
WELL. DO NOT DISTURB (TYP)
(SWMU C088, LTM
AND/OR LUC)
S
K
R
A
S
T
V
E
G
E
T
A
T
I
E
A
V
E
G
E
T
A
T
I
E
A
60701
01604
N
S
A
M
U
I
L
L
I
W
Y
S
K
R
E
S
T
GENERAL NOTES:
1. SEE DRAWINGS E-601 THROUGH E-604 FOR SINGLE LINE DIAGRAM.
2. SEE DRAWING E-605 FOR FEEDER SCHEDULE.
3. ORANGEBURG DUCT MAY BE PRESENT AT SOME MANHOLES BASED
ON PREVIOUS SURVEYS; IT IS NOT EXPECTED TO BE DISTURBED. IF
ORANGEBURG DUCT MUST BE DISTURBED, NOTIFY THE
CONTRACTING OFFICER BEFORE PROCEEDING.
4. NEW SPLICES SHALL BE COLD SHRINK AS MANUFACTURED BY 3M
OR APPROVED…
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