W912HN-18-R-3004_AMD3_VOL1.PDF
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W912HN18R3004 AMD3 DRAWINGS VOL1
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E S
A N
S I
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C H
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D B
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D R
A W
N B
Y
IS
S
U E D
A T
E
X X
X X
X X -X
X -X -X
X X
X
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
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A T
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N N
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D E
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D B
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M A
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S U
B M
IT
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D B
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D A
T E
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®of Engineers
US Army Corps
C A
T E
G O
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O D
E
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S C
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A H D
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S h e e ts \1
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N
G E
O R
G
IA
S A
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A H
G E
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G
IA
W
E S
T O
G L E
T H
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P E A
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N U
E
-3
-0
B L
D G
M O
R A
N H
A L L
J
M
IL
L E
R
GUH
A U
T O
M A
T
IO
N -A
ID
E D I
N S
T R
U C
T
IO
N A
L B
U
IL
D
IN
G
W
H N -1
-R -3
J U
N E
ISSUED FOR CONSTRUCTION
AND 2-2" DUCTS SHOWN)
DETAILS. (4-WAY DUCTBANK WITH 2-4"
DETAIL ON ES501 FOR TYPICAL DUCTBANK
: REFER TO SAND ENCASED DUCTBANK
WITH 2-4" AND 2-2" DUCTS SHOWN)
DUCTBANK DETAILS. (4-WAY DUCTBANK
TO DETAIL ON ES501 FOR TYPICAL
: REFER CONCRETE ENCASED DUCTBANK
DUCTBANK
SIZE IN INCHES
INDICATES DUCT
ONE DUCT
EACH BLOCK INDICATES
SIZE IN INCHES
INDICATES DUCT
ONE DUCT
EACH BLOCK INDICATES
ENCASEMENT
CONCRETE
INDICATES
DIVISION OF RESPONSIBILITY (COMMUNICATIONS)
COMMUNICATIONS CABLE
COMMUNICATIONS SWITCHES AND CONNECTIONS AT SWITCHES
COMMUNICATIONS TESTING
UT/UF
UT/UF
UT/UF
UT/UF
COMMUNICATIONS TRENCH & BACKFILL/BORING
COMMUNICATIONS DUCTBANK/FLEXIBLE CONDUIT
THE POINT OF CONTACT IS RANDOLPH WILLIAMS (706) 791-3333.
* CONTRACTOR SHALL COORDINATE ALL COMMUNICATIONS WORK WITH FORT GORDON NEC.
INSTALLSPROVIDESINSTALLSPROVIDES
CONTRACTOR
ITEMSYMBOL
FORT GORDON NEC
MAINTENANCE HOLE/SPLICE BOX
COMMUNICATIONS CONNECTIONS/SPLICING AT EXISTING
SITE ELECTRICAL GENERAL NOTES SITE COMMUNICATIONS GENERAL NOTES
MISCELLANEOUS SYMBOLS
SHEET NOTE
DETAIL IDENTIFICATION NUMBER
DETAIL IDENTIFICATION NUMBER
REVISION NOTE INDICATOR
X
X-XXX
X
X-XXX
DETAIL
NOT TO SCALE
NUMBER OF SHEET ON WHICH DETAIL IS DRAWN
DETAIL CROSS REFERENCE
SYMBOL WHERE DETAIL IS TAKEN
NUMBER OF SHEET ON WHICH DETAIL IS INDICATED
ABBREVIATIONS
INDICATED OTHERWISE ON THE DIVISION OF RESPONSIBILITIES CHART.
THE CONTRACTOR IS RESPONSIBLE FOR ALL COMMUNICATIONS SITE WORK UNLESS SPECIFICALLY 10.
PROVIDE A PULL ROPE OR PULL TAPE IN ALL COMMUNICATIONS CONDUITS AND INNERDUCTS.9.
PLUG EACH UNUSED CONDUIT WITH A DUCT PLUG AT EACH END.8.
INNERDUCTS SHALL BE DESIGNED SPECIFICALLY FOR FIBER OPTIC CABLES.
PROVIDE THREE 1 ¼” HDPE CORRUGATED PLASTIC INNERDUCTS PER CONDUIT WHERE REQUIRED. 7.
SUBDIVIDED WITH CORRUGATED PLASTIC INNERDUCT.
A MINIMUM OF ONE OUT OF EVERY TWO NEW COMMUNICATIONS DUCTS IN EACH DUCT BANK SHALL BE 6.
RGS CONDUIT SHALL BE USED.
CABLES. WHERE A DUCT ENTERS A BUILDING AND SWEEPS UP THROUGH A FLOOR SLAB, PVC COATED
CONCRETE-ENCASED TO PROTECT THE DUCT FROM THE PRESSURES DEVELOPED WHILE PULLING
OTHERWISE USE LONG SWEEP BENDS AS SPECIFIED. BENDS AND SWEEPS SHALL BE
PROVIDE PVC COATED RGS ELBOWS FOR SHORT RADIUS BENDS AT RISER POLES AND EQUIPMENT. 5.
CONNECTIONS TO EXISTING COMMUNICATIONS SYSTEMS.
REFER TO DIVISION OF RESPONSIBILITY CHART FOR INFORMATION CONCERNING REQUIREMENTS FOR 4.
BEYOND THE EDGE OF THE PAVEMENT.
INFORMATION INFRASTRUCTURE ARCHITECTURE. ENCASEMENT SHALL EXTEND AT LEAST SIX (6) FEET
VEHICULAR TRAFFIC SHALL BE CONCRETE ENCASED AND IN ACCORDANCE WITH INSTALLATION
CONDUITS INSTALLED UNDER ROADWAYS, PARKING AREAS, OR OTHER AREAS SUBJECT TO 3.
ADDITIONAL COST TO THE GOVERNMENT.
FIELD VERIFY LOCATION OF ALL UNDERGROUND AND OTHER UTILITIES PRIOR TO DIGGING WITHOUT
AND OTHER UTILITIES AND OTHER SITE FEATURES ARE APPROXIMATE ONLY. CONTRACTOR SHALL
THE LOCATIONS OF EXISTING ELECTRICAL, FIBER, TELEPHONE, CATV, WATER, SEWER, STORM SEWER, 2.
3'-0" VERTICAL AND 3'-0" HORIZONTAL CLEARANCE FROM CROSSING OR ADJACENT UTILITIES.
PROTECTION AND GROUNDING. COORDINATE WORK WITH ALL TRADES TO MAINTAIN A MINIMUM OF
THE FIELD. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES, INCLUDING LIGHTNING
EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS AND LIMITED SURFACE INVESTIGATION IN 1.
TYP
4 4
C TYP
4 4
T
DIVISION OF RESPONSIBILITY (POWER)
US
US
US
SYMBOL
CONTRACTOR GEORGIA POWER COMPANY
US
THE POINT OF CONTACT IS MARK MILLS MAMILLS@SOUTHERNCO.COM, (706) 667-5633
* THE LOCAL ELECTRIC SERVICE PROVIDER IS GEORGIA POWER COMPANY.
TRANSFORMER & ASSOCIATED PAD AND GROUNDING
SECONDARY SERVICE TRENCH AND BACKFILL TO METER
ITEM PROVIDES INSTALLS INSTALLSPROVIDES
REQUIREMENTS AND AS SHOWN.
ALL WORK ASSOCIATED WITH THE ELECTRICAL SERVICE TO THE FACILITY SHALL BE PROVIDED PER GEORGIA POWER COMPANY 4.
AND SERVICES RENDERED.
AND INCLUDE THE COST IN THE BID. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PAYMENT TO GEORGIA POWER COMPANY FOR WORK CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING GEORGIA POWER COMPANY DURING THE BIDDING PROCESS TO OBTAIN A QUOTE 3.
COORDINATE METER LOCATION WITH GEORGIA POWER COMPANY.2.
POWER IS AVAILABLE WHEN NEEDED TO MEET THE CONSTRUCTION SCHEDULE.
COORDINATE WITH GEORGIA POWER COMPANY. CONTACT GEORGIA POWER COMPANY AT THE START OF CONSTRUCTION TO ENSURE 1.
NOTES:
USL SECONDARY LIGHTING TRENCH, DUCTBANK AND CABLING
POLE-MOUNTED SITE LIGHTING FIXTURES
SECONDARY SERVICE DUCT BANK TO BUILDING
SECONDARY SERVICE CABLE TO BUILDING
SECONDARY TERMINATIONS AT TRANSFORMER
M METER AND METER BASE ADJACENT TO TRANSFORMER
TRANSFORMER FOR METERING CONTROL WIRE.
CONTRACTOR WILL RUN A 1 1/2" PVC CONDUIT TO THE LOW VOLTAGE SIDE OF THE
METER BASE AND CHANNEL IRON PEDESTAL TO BE INSTALLED BY CONTRACTOR.
NORTH BUILDING AND TO BUILDING ENTRANCE IN SOUTH. GEORGIA POWER WILL PROVIDE
THEIR METER BASE. CONTRACTOR SHALL RUN 3/4" CONDUIT FROM PMB TO BAS LOCATION IN
GEORGIA POWER WILL PROVIDE A PULSE METERING BOX (PMB) ON THE PEDESTAL NEXT TO 9.
REQUIREMENTS FOR CONNECTIONS TO ELECTRICAL AND COMMUNICATIONS SYSTEMS.
REFER TO DIVISION OF RESPONSIBILITY CHART FOR INFORMATION CONCERNING 8.
INDICATED OTHERWISE ON THE DIVISION OF RESPONSIBILITY CHART.
THE CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL SITE WORK UNLESS SPECIFICALLY 7.
FLOOR SLAB, PVC COATED RGS CONDUIT SHALL BE USED.
WHILE PULLING CABLES. WHERE A DUCT ENTERS A BUILDING AND SWEEPS UP THROUGH A
SHALL BE CONCRETE-ENCASED TO PROTECT THE DUCT FROM THE PRESSURES DEVELOPED
EQUIPMENT. OTHERWISE USE LONG SWEEP BENDS AS SPECIFIED. BENDS AND SWEEPS
PROVIDE PVC COATED RGS ELBOWS FOR SHORT RADIUS BENDS AT RISER POLES AND 6.
SIX (6) FEET BEYOND THE EDGE OF THE PAVEMENT.
VEHICULAR TRAFFIC SHALL BE CONCRETE ENCASED. ENCASEMENT SHALL EXTEND AT LEAST
CONDUITS INSTALLED UNDER ROADWAYS, PARKING AREAS, OR OTHER AREAS SUBJECT TO 5.
REQUIRED FOR CONSTRUCTION.
WRITTEN NOTICE TO THE COR AND TO GEORGIA POWER PRIOR TO ANY POWER OUTAGES
POWER COMPANY PRIOR TO STARTING ANY SITE ELECTRICAL WORK. PROVIDE ADVANCED
OFFICER'S REPRESENTATIVE (COR). CONTRACTOR MUST CALL THE COR AND GEORGIA
CONTRACTOR MUST COORDINATE ALL SITE ELECTRICAL WORK WITH THE CONTRACTING 4.
PRIOR TO DIGGING WITHOUT ADDITIONAL COST TO THE GOVERNMENT.
CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL UNDERGROUND AND OTHER UTILITIES
SEWER, AND OTHER UTILITIES AND OTHER SITE FEATURES ARE APPROXIMATE ONLY.
THE LOCATIONS OF EXISTING ELECTRICAL, FIBER, TELEPHONE, CATV, WATER, SEWER, STORM 3.
CROSSING OR ADJACENT UTILITIES.
TRADES TO MAINTAIN A MINIMUM OF 3'-0" VERTICAL AND 3'-0" HORIZONTAL CLEARANCE FROM
INCLUDING LIGHTNING PROTECTION AND GROUNDING. COORDINATE WORK WITH ALL
INVESTIGATION IN THE FIELD. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES, EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS AND LIMITED SURFACE 2.
OF GEORGIA POWER'S WORK WILL BE PAID FOR BY THE CONTRACTOR.
THROUGHOUT CONSTRUCTION TO ENSURE THAT POWER IS AVAILABLE WHEN REQUIRED. ALL
POWER COMPANY IMMEDIATLEY AFTER AWARD AND WORK CLOSELY WITH THEM
PROVIDE POWER TO THE NEW FACILITY. THE CONTRACTOR SHALL CONTACT GEORGIA
THIS PROJECT WILL REQUIRE CLOSE COORDINATION WITH GEORGIA POWER COMPANY TO 1.
ES001
R .C
L A
Y T
O N
A
D A
V
IS
S
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L E
C T
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IC
A L L
E G
E N
D A
N D G
E N
E R
A L N
O T
E S
J .W
E D
E L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
J
U L
Y
X X
X
X X X X
X X
8TH
AVENUE
8TH AVENUE
X X
X X
MH
MH
MHMH
MH
H
U T x
U T x
U T x
UTx UTx
E
E
E
E
E
E
ECMH-11B
MH
MH
ECMH-3061
ECMH-11
P
ECMH-??
MH
UCx
OTx
E
H
E
USLx
USx
UPx
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E S
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
X X
X X
X X -X
X -X -X
X X
X
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
S A
V A
N N
A H D
IS
T R
IC
T
Q F t
G o rd o n M o ra n H a ll \C
A D
B
IM
S h e e ts \1
E le c \G
U H
E S .d g n
-J
U L -2
:0
F Y
P
N
F O
R T G
O R
D O
N
G E
O R
G
IA
S A
V A
N N
A H
G E
O R
G
IA
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
-3
-0
B L
D G
M O
R A
N H
A L L
J
M
IL
L E
R
GUH
A U
T O
M A
T
IO
N -A
ID
E D I
N S
T R
U C
T
IO
N A
L B
U
IL
D
IN
G
W
H N -1
-R -3
J U
N E
ISSUED FOR CONSTRUCTION
USL
USL
U S L
U S L
USL
U S
L U
S L
USL
USL
U S
L
GP
GP
USL
USL
USL
U S
L
USL
U S
L
USL
USL
USL
U S
LUSL
USL
T
UF/UC
U F /U
C
UF/UC
UC
UC
U C
U C
ES101
R .C
L A
Y T
O N
A
D A
V
IS
GRAPHIC SCALE: 1"=40'-0"
120'80'40'020'40'
NSCALE: 1" = 40'
SITE ELECTRICAL PLAN
S
IT
E E
L E
C T
R
IC
A L P
L A
N
J .W
E D
E L
SHEET NOTES
GENERAL NOTES
SHOWN FOR REFERENCE ONLY.
BY GEORGIA POWER. LOCATIONS AND TRENCHING ARE
EXTERIOR LIGHTING TO BE PROVIDED AND INSTALLED 1.
LEGEND
C
4 4
(TO REMAIN)
EXISTING
NEW
(BY GEORGIA POWER)
ELECTRICAL HANDHOLE
GP
METERING CABINETM
COMMUNICATIONS PEDESTAL
P
COMMUNICATIONS MANHOLE
ECMH-??
MH
UC
COMMUNICATIONS
UNDERGROUND
OVERHEAD TELEPHONEOT
UTILITY POLE
POLE MOUNTED LIGHT
ELECTRICAL HANDHOLE
E
H
ELECTRICAL MANHOLE
E
PAD MOUNTED TRANSFORMERT
LIGHTING (BY GEORGIA POWER)
UNDERGROUND SECONDARY
USL
UNDERGROUND SECONDARYUS
UNDERGROUND PRIMARYUP
C
UC
EXISTING CONDUIT
COMMUNICATIONS IN
UNDERGROUND
43/4
4 4 4
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
3/44
4 4 4
J
U L
Y
FOR FUTURE USE.
POWER CONDUITS SHALL PENETRATE WALL AND BE CAPPED
CABLE TO BE PULLED INTO MORAN SOUTH IN THE FUTURE.
PROVIDE 100' OF SPARE CABLING IN ECMH-22B TO ALLOW
ECMH-11. SPLICE INTO EXISTING CABLES IN THAT LOCATION.
FROM NEMA BOX THROUGH NEW AND EXISTING CONDUIT TO
OF FIBER OPTIC CABLE AND 25 PAIR PE-89 COPPER CABLE
CONNECTION OF THE SOUTH WING. PROVIDE 24 STRANDS
OVERHEAD FROM NEMA BOX TO TER 126 FOR FUTURE
NEW UL LISTED NEMA 3R BOX WITH TWO 4" RMC CONDUITS
GEORGIA POWER DURING CONSTRUCTION PROCESS.
INTO EXISTING SLAB. PERFORM CLOSE COORDINATION WITH
TO MORAN HALL NORTH. BORE SECONDARY CONDUITS UP
TRANSFORMER TO THE WEST AS WELL AS PROVIDE POWER
TRANSFORMER WILL REFEED PRIMARY TO EXISTING
NEW TRANSFORMER BY GEORGIA POWER. THIS NEW
SPLICE INTO EXISTING CABLES.
PE-89 COPPER CABLE FROM TER 112 TO ECMH-11B AND
PROVIDE 24 STRANDS OF FIBER OPTIC CABLE AND 25 PAIR
CONDUITS OVERHEAD FROM NEMA BOX TO TER 112.
NEW UL LISTED NEMA 3R BOX. EXTEND TWO 4" RMC
CURB INLET
CURB INLET
CURB INLET
CONC
CONCCONC
CONC
CONC
CONC
BOLLARDS
ON CONC PAD
A/C UNIT
8" CONC WALL8" CONC WALL
GATE
CONC
5" CONC WALL
FFE=476.88'
FFE=476.79'
FENCE
6' CHAIN-LINK
FENCE
6' CHAIN-LINK
CONC
FFE=476.94'
CONC
FFE=476.89'
CONC
CONC
CONC
FFE=474.03'
FFE=473.95'
FFE=473.94'
FFE=473.96'
C O
N
CDRAIN
FFE=462.84'
STEPS
(11)
STEPS
(11)
FFE=477.32'
FFE=477.34'
CURB INLET
FFE=460.64'
2.5" ELEC CONDUIT
FFE=473.95'
FFE=473.94'
MTL STREET SIGN
4" CONC WALL
POLE BASE
OLD LT
CATV PED
FFE=460.59'
DI STR #11
DI
STR #12
R C P
M
P
STR #14
DI
P
R C P
30"
CMP
STR #16
DI
18" CMP
STR #18
DI
STR #20
18" CMP
STR #23
DI
STR #24
ENDS NOT FOUND
DIRECTION ONLY
STR #29
STR #30
DI
P
END NOT FOUND
DIRECTION ONLY 12" RCP
x
L
P O
S T
S
DRAIN
CONC LANDINGCOLUMNS
SUPPORT
HVAC PLATFORM
CONC PAD
A/C UNIT ON
STR #43
STR #38END NOT FOUND
DIRECTION ONLY
END NOT FOUND
DIRECTION ONLY
BJB
15" CMP
STR #40
STR #41 STR #42
END NOT FOUND
DIRECTION ONLY
DRAIN
TRENCH
STR #44
STR #52
C
M P
P
DI
STR #48
18" RCP
DI
STR #49
STR #50
DI
P
24" CMP
P
(FULL OF DIRT AND DEBRIS)
NO PIPES VISIBLE
DI
DI
DI
STR #53
36" CMP DI
STR #54
P
STR #55
DI
12" RCP
D I
P
36" CMP
R C P
STR #56
DI
BORDER
LANDSCAPE
UTILITY POLE
12" RCP
P
ELEV: 469.30'
E: 662459
N: 1246937
CHISELED "X" IN CONC
TBM A #12398
24" CMP
E
N F
N F
CONC WALK OVER STEAM LINES
CONC WALK OVER STEAM LINES
CONC WALK OVER STEAM LINES
CONC WALK OVER STEAM LINES
CONC WALK OVER STEAM LINES
CONC WALK OVER STEAM LINES
C O
N
W A
K
S
E
N E
S
C O
E
N E
S
BOTTOM=463.17'
TOP=476.07'
STEAM VAULT
BOTTOM=UNKNOWN
TOP=472.48'
STEAM VAULT
BOTTOM=461.77'
TOP=471.87'
STEAM PIPES
(NO PIPES VISIBLE)
STEAM VAULT
STEAM PIPES
CONC WALK OVER STEAM LINES
ELEV: 464.85'
E: 662781.02
N: 1246888.88
REBAR AND CAP
CONTROL POINT #10002
ELEV: 470.87'
E:662514.72
N: 1246867.37
REBAR AND CAP
CONTROL POINT #10003
ELEV: 485.24'
E: 662349.81
N: 1246756.55
REBAR AND CAP
CONTROL POINT #10005
ELEV: 476.08'
E: 662890.20
N: 1246495.80
REBAR AND CAP
CONTROL POINT #10007
EL TF
EM
GA POWER (68)
PPL
GA POWER (54)
PPL
(1050740)
GA POWER
EL TF
(770204)
GA POWER
EL TF
(770205)
GA POWER
EL TF
WF
EJB
PPL
WF
SWITCH BOXES
SWITCH BOX
SWITCH BOXES
SWITCH BOXES
SWITCH BOXES
(770201)
GA POWER
EL TF
ON CONC PAD
GENERATOR (60)
EL PANEL BOX
PPL
GA POWER (770200)
EL TR ON CONC PAD
SWITCH BOX
FH
WV
GA POWER (64)
PPL
GA POWER (65)
PPL
WV
PPL
EJB
WV
WV
WV
FROM BLDG
UNKNOWN UTILITY
FROM BLDG
UNKNOWN UTILITY
WF
CONDUIT 4.5" AND 2.5"
UNKNOWN UTILITY
FROM BLDG
MTL CONDUIT
NON-USE
P
C/O
LEVEL
C
U/ G
PWR
PPL (67)
PPL (66)
PPL (69) PPL (83)
GUY
CO
GUY
(992036)
GA POWER
EL TF
PIPE
STEAM
EXPOSED
BOTTOM=456.77'
TOP=476.98'
WET WELL
U
G
V
U/G PWR LEVEL C
U/G PWR LEVEL C
U
V
TOP=477.26'
PMH
TOP=472.02'
PMH
TOP=475.38'
PMH
TOP=472.10'
PMH
TOP=475.01'
STEAM MH
GA POWER (52)
PPL
PPL
GA POWER (63)
PPL
PN22
PN19
MG12
PN19
PN19
PN18
PN18
PN18
PN22
OK20
T
P
0RN8
S
S
OK13 OK21 OK13
OK18 OK12 OK24
S
P
P
PN13
PN10
PN12
PN08
PN08
PN05
PN14
PN10
PN05
PN08
PN08
PN08
PN12
PN12
PN05
PN10
PN08
PN09
ORN09
ORN09
ORN12
OK30
OK24
OK24
T
P
CMOK12CM
OK12
PN16
MP18
MP16
TWIN MP12
T
OK18
PN12 PN15
PN12
PN12
PN15
PN16
OK20
MP15
OK16
S
S S
T
MG10
P
W/BARBED WIRE
6' CHAIN LINK FENCE
W/BASEMENT
2 STORY BRICK BLDG
NELSON HALL (#29801)
COURTYARD
MORAN HALL
H
A
F
N C
E
T E
A
F
N C
E
CONC
10' CHAIN-LINK FENCE
WALL
8" CINDERBLOCK
GA POWER (60)
PPL
CONC
FENCE6'
C
HAI
N-
LI
NK
TELE PED
6" WALL8" CONC WALL
8" CONC WALL
8TH AVENUE
LANDSCAPED AREA
STEP
CONC
4" RETAINING WALL
CONC
CONC
(C18)
NO OWNER
C O
N C
CONC CONC
CONC
BORDER
LANDSCAPE
ASPHALT
(11) STEPS
(9) STEPS
CONC SW
LID
ACCESS
STEAM
CONC
CONC SW
WV
WV
WV
WV
CONC
CONC
CONC
CONC
CONC
STEAM ACCESS LID
CONC SW
CONC SW
STONE BLOCK WALL
SW
CONC
CONC
SW
CONC
SW
CONC
SW
CONC
SW
CONC
CONC CUT IN SW
IN SW
CUT
CONC
WOODEN SIGN
WOODEN SIGN
GATE
G A
T E
W/BARBED WIRE
6' CHAIN LINK FENCE
K E
Y P
A D
CONC WALL
SW
CONC
C
M P
CONC
CONC
BORDER
LANDSCAPE
WOODEN
CONC CUT IN SW
5" CONC WALLSTEPS
STEPS
VENT PIPE
VENT PIPE
CONC
P
P
CMP
18" CMP
12" CMP
SIGN
SIGN
SIGN
SIGN
SIGN
HEDGE ROW
FFE=476.91'
CHILL WATER
W A
T E
R
C H I
T E
R
C H I
U/G TEL
G
T E L
W A
T E
R
C H I
CHILL WATER
8" C I
8" CI
C I
C I
C I
C I
8" CI8" CI
8" CI
C I
CHILL WATER
CHILL WATER
U/G PWR LEVEL C
BOL BOL
BOL
BOL
CO
CO
CO
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
GRASSY AREA
GRASSY AREA
8" DIP
D
P
8" DIP
10" RCP
CONC
0.9'x1.5' x
N C
10" DIP 8" DIP
MORAN HALL
PLUMBED INTO
UNKNOWN
10" DIP
=473.35'
LANDING
CONC
8" CONC RETAINING WALL
=473.35'
LANDING
CONC
PLATFORM
CONC
U
W E
R
U
W E
R
ASPHALT PARKING LOT
OFF LIMITS
NO ENTRY
ASPHALT PARKING LOT
(APPROXIMATE LOCATION)
STORM MH UNDER DUMPSTER
STR #57
S
S S
S
U/G PWR LEVEL C
U/G PWR LEVEL C
S
O
H
T E L
C O
E
N E
S
CONC WALK OVER STEAM LINES
C O
E
N E
S
C O
E
N E
S
CONC WALK OVER STEAM LINES
BOTTOM=466.37'
TOP=472.22'
10' CHAIN-LINK FENCE
O V
E
N E
S
C O
MORAN HALL (#29802)
MORAN HALL (#29803)
W/BASEMENT
2 STORY BRICK BLDG
MORAN HALL (#29802 & #29803)
TOP=477.14'
TEL MH
TOP=474.13'
TEL MH
INV.=468.87' (IN WALL)
STEAM PIPES
(PIPES NOT VISIBLE)
STEAM VAULT
ELEV: 473.58'
E: 662556.23
N: 1246533.02
REBAR AND CAP
CONTROL POINT #10006
ELEV: 475.73'
E: 662419
N: 1246540
CHISELED "X" IN CONC
TBM B #12849
TEL PED
(770326)
NO NUMBER
NO OWNER
NO NUMBER
NO OWNER
O
L
NO NUMBER
NO OWNER
O
H
T E L
O/ H
TEL
O
L
O/H TEL
U/ G
PWR
LEVEL
C
T
T
T
X X
X X
PIV
SS MH#1
SS MH#2
SS MH#3
GV
8"
" P
V C
6"
D O
M E
S T
IC
P V
C /2
P
V C
F
IR
E
6" SDR 35 PVC
CO#2
" S
D R
P
V C
8" PVC
8" PVC
GV
8"
FDC
8" PVC
6" PVC
P
V C
8" PVC
P
V C
P
V C
PVC
6"
CO#1
FH-1
FH-3
FH-2
FH-4
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
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E S
A N
S I
D
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E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
X X
X X
X X -X
X -X -X
X X
X
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
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D B
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A
M A
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S
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E
S U
B M
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D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
S A
V A
N N
A H D
IS
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B L
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J
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M A
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N -A
ID
E D I
N S
T R
U C
T
IO
N A
L B
U
IL
D
IN
G
W
H N -1
-R -3
J U
N E
ISSUED FOR CONSTRUCTION
MS101
T
B
ID
D L E
90'60'30'015'30'
GRAPHIC SCALE: 1"=30'-0" N
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM: NAD83
GEORGIA STATE PLANE, EASTERN ZONE
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
LEGEND
G P
A G
E
TAPPING VALVE AND SLEEVE
SANITARY SEWER MANHOLE
SANITARY SEWER LINE
DOMESTIC WATER LINE
POST INDICATOR VALVE
FIRE HYDRANT
CONSTRUCTION LIMITS
FH
PIV
SS MH
SHEET NOTES
HOT WATER RETURN LINE
HOT WATER SUPPLY LINE
CHILLED WATER RETURN LINE
CHILLED WATER SUPPLY LINE
NATURAL GAS LINE
GENERAL NOTES
DISTURBED.
THE DAY-TO-DAY OPERATIONS OF MORAN HALL ARE NOT
COORDINATE WITH THE CONTRACTING OFFICER TO ENSURE
WITH THE CONTRACTING OFFICER. CONTRACTOR TO ALSO
ACTIVITIES, CONSTRUCTION EQUIPMENT, SECURITY, ETC
CONTRACTOR SHALL COORDINATE SAFETY,CONSTRUCTION
SOUTHERN GAS FOR WORK AND SERVICES RENDERED.
TRACTOR SHALL ALSO BE RESPONSIBLE FOR PAYMENT TO
A QUOTE AND INCLUDE THE COST IN THE BID. THE CON-
SOUTHERN GAS DURING THE BIDDING PROCESS TO OBTAIN
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
ALONG 8TH AVENUE.
PLANT, APPROXIMATELY 1,300-FT TOWARDS THE WEST
FROM THE REGULATOR STATION LOCATED AT THE CENTRAL
SOUTHERN GAS WILL INSTALL THE NATURAL GAS SERVICE
LINE INSTALLATION
CURBS & GUTTER, ETC AS A RESULT OF WATER AND SEWER
REPAIRS OF ANY SITE STRUCTURES SUCH AS SIDEWALKS,
AUGUSTA UTILITIES WILL REMOVE, REPLACE, AND/OR MAKE
TO AUGUSTA UTILITIES FOR WORK AND SERVICES RENDERED.
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PAYMENT
OBTAIN A QUOTE AND INCLUDE THE COST IN THE BID. THE
AUGUSTA UTILITIES DURING THE BIDDING PROCESS TO
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
BUILDING OFFSET.
RESPONSIBLE FOR WATER AND SEWER WITHIN THE 5-FT
OUTSIDE THE BUILDING FOOTPRINT. THE CONTRACTOR IS
FIRE WATER, AND SANITARY SEWER LINES UP TO 5-FT
WATER (INCLUDING METER AND BACKFLOW PREVENTER),
AUGUSTA UTILITIES WILL INSTALL ALL NEW DOMESTIC
BE DETERMINED BY AUGUSTA UTILITIES.
AND SANITARY SEWER. THE FINAL UTILITY ROUTE SHALL
THE DESIGN AND INSTALLATION OF BOTH THE WATER
WITH AUGUSTA UTILITIES (AUD). AUD WILL PROVIDE
COORDINATE THE WATER & SANITARY SEWER LAYOUT
CONSTRUCTION.
EXISTING UTILITIES SHALL BE FIELD VERIFIED PRIOR TO
8.
7.
6.
5.
4.
3.
2.
1.
B E
W
IN
G
S
IT
E P
L A
N M
E C
H A
N
IC
A L
SITE PLAN - MECHANICAL
SCALE: 1"=30'-0"
BUILDING. SEE CIVIL FOR DIRECT BURY DETAIL.
6" CHILLED WATER. DIRECT BURY CHILLED WATER TO
TRENCH AND PIPING DETAILS.
THRU MS506 FOR HOT WATER BRANCH CONNECTION,
1 1/2" MEDIUM TEMPERATURE HOT WATER. SEE MS502
AND DRAINS IN FIELD.
VERIFY LOCATIONS OF EXPANSION JOINTS AND VENTS
SEE MS501 FOR HOT WATER REFERENCE DIAGRAM.
1 2
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
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N D
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X -X -X
X X
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SHEET ID
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2 3 4 5 6 7 8 9 10
S O
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N N
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M A
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US Army Corps
C A
T E
G O
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D E
S C
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S A
V A
N N
A H D
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F Y
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S A
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A H
G E
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G
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W
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T O
G L E
T H
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P E A
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N U
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B L
D G
M O
R A
N H
A L L
J
M
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GUH
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T O
M A
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IO
N -A
ID
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N S
T R
U C
T
IO
N A
L B
U
IL
D
IN
G
W
H N -1
-R -3
J U
N E
ISSUED FOR CONSTRUCTION
MS501
T
B
ID
D L E
B E
W
IN
G
G P
A G
E
M E
C H
A N
IC
A L S
IT
E D
E T
A
IL
S
MORAN HALL NORTH
FOR REFERENCE ONLY
INFORMATION SHOWN ON THIS DRAWING IS SHOWN ELSEWHERE.
THIS DRAWING IS NOT PART OF THE CONSTRUCTION CONTRACT. ALL
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E S
A N
S I
D
C H
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K E
D B
Y
D R
A W
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Y
IS
S
U E D
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E
X X
X X
X X -X
X -X -X
X X
X
SHEET ID
F
IL
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A M
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B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
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D E
S
IG
N E
D B
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A
M A
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S
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D B
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US Army Corps
C A
T E
G O
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D E
S C
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T
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N
S A
V A
N N
A H D
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-3
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B L
D G
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N H
A L L
J
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GUH
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N -A
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N S
T R
U C
T
IO
N A
L B
U
IL
D
IN
G
W
H N -1
-R -3
J U
N E
ISSUED FOR CONSTRUCTION
DETAIL
NOT TO SCALEMS101
VALVE PIT
1'-9"
8'-0"
4'-6" 1'-9"
ANCHOR
PIPE
ANCHOR
PIPE
1 1/2"Ø
1"
1 1/2"Ø
6" 6"
NOTES:
1.
APPROXIMATE INVERT ELEVATION
PIPES ENTER AND LEAVE AT THE SAME
INSULATION REMOVED FOR CLARITY
2.
DETAIL
NOT TO SCALEMS101
EXPANSION JOINT
PIPE MOMENT GUIDE (TYP)
PIPE ANCHOR SUPPORT
SUPPORT (TYP)
PIPE TRANSVERSE SLIDE
PIPE ANCHOR SUPPORT PIPE SLIDE SUPPORT
ROLLER SUPPORT
WIDTH
TRENCH
SHALLOW
(SEE DISTRIBUTION PLANS)
VARIED DIMENSION
P L
A N
S
(S E
E D
IS
T R
IB
U T
IO
R
IE
D D
IM
E N
S
IO
N
M
IN
PIPE GUIDE SPACING SCHEDULE
SIZE
PIPE
GUIDE (FT)
JOINT TO 1ST
EXPANSION
GUIDES (FT)
INTERMEDIATE
MAX, SPACING OF
1 1/2" 2 13
M A
X
DETAIL
NOT TO SCALEMS101
HTW BRANCH OR SERVICE CONNECTION
BRANCH LINES
NEW HTW MAIN OR
TRENCH
NEW SHALLOW
PIPE ANCHOR
TRENCH
NEW SHALLOW
BRANCH LINES
NEW HTW MAIN OR
OR SERVICE LINES
NEW HTW BRANCH
OR SERVICE LINES
NEW HTW BRANCH
NEW 1" VENT
SECTION
PLAN
TOP SLAB
CAST FRAM INTO 6" MIN
12"
TRENCH TOP SLAB
EDGE OF SLAB
SURFACE
MACHINE BEARING
DETAIL
NOT TO SCALEMS101
INSPECTION COVER
MS502
SEE MANHOLE COVER.
MS505
MS506
MS504
MS506
MS505
MS504
TYPE "C" COVER
MANHOLE FRAME AND
12" HEAVY DUTY
VENT
1 1/2"Ø
TYPICAL L-BEND (SHALLOW TRENCH)
MS502
T
B
ID
D L E
B E
W
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G
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
X X
X X
X X -X
X -X -X
X X
X
SHEET ID
F
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E N
A M
E
B
C
D
E
F
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2 3 4 5 6 7 8 9 10
S O
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A T
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N N
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US Army Corps
C A
T E
G O
R Y C
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D E
S C
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S A
V A
N N
A H D
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T H
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P E A
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B L
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A L L
J
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N S
T R
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T
IO
N A
L B
U
IL
D
IN
G
W
H N -1
-R -3
J U
N E
ISSUED FOR CONSTRUCTION
DETAIL
NOT TO SCALEMS101
TRENCH
BRANCH
TRENCH COVER SLAB
BETWEEN PIT WALL AND TRENCH COVER
BACKSTOP AND TYPE 2 OR 4 SEALANT
VALVE PIT COVER
TRENCH
MAIN
OPENING 4 SIDES
EXTEND 10" PAST
(2) #6 BARS TO
2" TYP.
#4@12" O.C.
1 1/2" CLEAR (TYP)
6" (TYP)
#5@10" O.C.
#4@12" O.C.
(3) #5 CONT.WELL GRADED SAND
TYP
8"
TYP
2'-0"
T Y
P
T Y
P
T Y
P
T Y
P
SECTION C-C
PLAN
TYPICAL VALVE PIT
V A
R
IE
S
VARIES
VALVE PIT COVER
TRENCH
PROPOSED HTW
PIPING
1 1/2" NEW HTW
PIT
EXISTING ENTRY
DOOR
SPACE ENTRY
EXISTING CRAWL
15' -0"
EXISTING HTW PIPING
DETAIL
NOT TO SCALEMS101
WATER LINES TO EXISTING AT BUILDINGS
TYPICAL CONNECTION OF NEW HIGH TEMPERATURE
1"5/8"
2 3/4"
1 1/2"
1/2"Ø X 0'-4" BAR
5"X5"X3/8"L
1/4" CHECKERED PLATE
CLEAR
2'X2'
HATCH
2 1/2"X2 1/2"X1/4"L (TYP)
M A
X
V A
R
IE
S
MAX 10'
VARIES
DETAIL
NOT TO SCALEMS101
TYPICAL VALVE PIT COVER
6"
WELD CORNERS.
VAULT WALLS MITER AND
SUPPORTED BY THE VALVE
COVER WHERE IT WILL BE
AROUND EXTERIOR OF
#4 BAR CONTINUOUS
WELD CORNERS
L2 1/2"2 1/2"X1/4" MITER AND
PLATE
1/4" CHECKERED 2'-0" CLEAR3"
1/8"
WELD
1/8"
WELD
MS503
C-CC-C
MS502
MS503
T
B
ID
D L E
B E
W
IN
G
G P
A G
E
M E
C H
A N
IC
A L S
IT
E D
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A
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IS
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N A
C C
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D A
N C
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IT
H A
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J
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A R
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O R
P S O
F E
N G
IN
E E
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F
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A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
X X
X X
X X -X
X -X -X
X X
X
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
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IC
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A T
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N N
O
D E
S
IG
N E
D B
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M A
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S
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D B
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US Army Corps
C A
T E
G O
R Y C
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D E
S C
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N N
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ISSUED FOR CONSTRUCTION
INSULATION
SADDLE, TYP
PROTECTION
CONCRETE PAD
1'-3" 2'-0" 1'-3"
8" MIN
2'-10"
TYP
10"
DETAIL
NOT TO SCALEMS101
TYPICAL ROLLER SUPPORT
INSULATION
1'-0"
PIPE ROLLER
2" GROUT)
(LEVEL WITH 1/2"
CONCRETE PAD
INSULATION1'-3" 2'-0" 1'-3"
8" MIN
2'-10"
TYP
10"
DETAIL
NOT TO SCALEMS101
1'-0"
2"
INSULATION1'-3" 2'-0" 1'-3"
8" MIN
2'-10"
TYP
10"
DETAIL
NOT TO SCALEMS101
1'-0"
2"
PAD
CONCRETE
ALLOW FOR EXPANSION.
ENOUGH DOWN PIPE TO
CYLINDER AND FAR
REQUIRED TO PIT GUIDE
TRIM INSULATION AS
INSULATION *
IT IS ADJACENT TO.
AS THE EXPANSION JOINT
AMOUNT OF DEFLECTION
SHOULD HAVE THE SAME
* PIPE MOMENT GUIDE
TYPICAL PIPE MOMENT GUIDE
TYPICAL ANCHOR
PAD
CONCRETE
INSULATIONTYP.
9/16
JL 5"X3 1/2"X1/2" - 8" LONG
GENERAL NOTES:
5.
4.
3.
2.
1.
DETAIL
NOT TO SCALEMS101
TYPICAL ANCHOR BOLT
BOLTS SHALL BE AS REQUIRED
LONG LENGTH OF ANCHOR
OTHERWISE ADD ONE #4-5'-0"
REINFORCING ROD
PLACED UNDER TRENCH
ANCHOR BOLT HOOK SHALL BE
NOTE:
1/2"Ø ROD
#4-5'-0" LONG
8"
3" MIN
PROJECTION
2" THREADED
RETURN
SUPPLY AND
HIGH TEMP WATER
1" GLOBE VALVE
CAP (TYP)
SHORT NIPPLE AND
VALVE PIT WALL
TRENCH COVER
LINE FITTING (TYP)
LOW POINT OF LINES
HTWR LINES, FROM
(DRAINS) 1"-HTWS &
DETAIL
NOT TO SCALEMS101
TYPICAL DRAIN ASSEMBLY INSTALLATION
JOINTS SHALL BE LOCATED AS SCHEDULED ON SHEET.
PIPE SUPPORTS AND GUIDES BETWEEN ANCHORS AND EXPANSION
PIPE SUPPORT LOCATION PER SPECIFICATION 15709.
DRAWINGS FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR
PIPE SUPPORTS FOR SHALLOW TRENCH CONSTRUCTION SHOWN ON
CARBON STEEL WITH A YIELD POINT FY=33KSI.
SLEEVES, ETC. SHALL BE MANUFACTURED FROM GRADE C COLD-FORMED
MISC METAL ITEMS SUCH AS PIPE SUPPORTS, HANGERS, BRACKETS,
WASHERS, ETC.) SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION.
ALL EXPOSED STEEL PARTS (ROLLERS, GUIDES, ANCHORS, BOLTS, NUTS,
EDITION.
STANDARDIZATION SOCIETY (MSS) STANDARD PRACTICE, LATEST
BE MANUFACTURED IN STRICT ACCORDANCE WITH THE MANUFACTURERS
PREMANUFACTURED PIPE SUPPORT SYSTEMS AND COMPONENTS SHALL
TO PIPE
WELD SUPPORT
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US Army Corps
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ISSUED FOR CONSTRUCTION
BASE SLAB AND SIDE WALL
KEYED CONSTRUCTION JOINT
THROUGH JOINTS
CONTINUE ALL REINFORCING
T
T/4
T/2
T/2
JOINT MAXIMUM SPACING 20'-0"
TYPICAL TRENCH WALL CONTROL
1/2"
1"
1/4"
FACE ONLY - SEE SPEC
JOINT SEALANT NO. 2 OUTSIDE
TYPICAL COVER SLAB JOINT
NO 2 SEALANT SEE SPEC
1" +/- 1/16"
1/2" +/- 1/16"MATERIAL
BACKSTOP
3/4" +/- 1/16"
1" +/- 1/16"
DOWEL
1"ØX1'-5" LONG
MATERIAL
BACKSTOP
NO 2 SEALANT SEE SPEC
T
SLIP FIT
EXPANSION CAP -
3" 2"1"
END OF DOWEL
PAINT AND OIL
MATERIAL
EXPANSION JOINT
MAX SPACING 160'-0"
BASE SLAB AND WALLS
TYPICAL EXPANSION JOIN
VEHICULAR LOADING
TRENCH IS SUBJECT TO
IN ALL AREAS WHERE
8" THICK COVER TO BE USED
PAVEMENT
GRADE OF ADJACENT
MATCH EXISTING
TOP OF TRENCH TO
PARKING LOT PAVING
EXISTING ROAD OR
OF ADJACENT WALK
MATCH EXISTING GRADE
TOP OF TRENCH TO
1/2" JOINT FILLER
T /2
3"3"
6"
DOWELS (TYP)
EXPANSION JOIN
O.C. E.W.
#5 BARS 12"
3'-6"
DETAIL
NOT TO SCALEMS101
TYPICAL TRENCH
1"
NOTES:
1.
APPROVAL OF CONTRACTING OFFICER.
PRECAST CONCRETE SECTION UPON
TRENCH SECTIONS MAY BE PROVIDED AS
AS DIRECTED BY CONTRACTING OFFICERS.
THICKNESS TO BE STORED AT FORT GORDON
COVER PANELS FOR EACH LENGTH AND
CONTRACTOR TO PROVIDE 20 EXTRA TRENCH
MAX LENGTH 8' AND MIN LENGTH 4'.
TRENCH COVER TO BE PRECAST PANELS OF
2.
3.
COVER)
REQ'D FOR EACH TYPE OF
OVER TO GOVERNMENT (4
CONTRACTOR TO BE TURNED
STEEL LIFTING DEVICES BY
TRENCH COVER SLAB
NEOPRENE GASKET
TRENCH WALL
DETAIL
NOT TO SCALEMS101
2" 10"
12"
2" 10"
12"
HOLE
5/18" DIA.
HOLE
5/18" DIA.
M A
X
1.
2.
3.
4.
PIPE ANCHOR DETAIL AT CORNERS
DETAIL
NOT TO SCALEMS101
TYPICAL PIPE SWAY ANCHOR
PIVOT
TRENCH WALL
ROD END
LOCKOUT
EXTENSION PC
ROD END
CLEVIS PIN
PIPE CLAMP
INSULATION
1/2" JOINT MATERIAL
TRENCH TOP
TRENCH WALL
4"
WWF 6X6 W14XW14
DETAIL
NOT TO SCALEMS101
SECTION
SHOWN MS502.
PIPE ANCHOR FOR STRAIGHT SECTIONS
FILLET ALLOWS WEB AND END PLATES.
CONNECTION TO PIPE TO BE CONTINUOUS 9/16"
FILLET.
ALL WELDS IN ANCHOR TO BE CONTINUOUS 1/4"
MAKE FROM 1/4" STEEL PLATE.
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X X
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X -X -X
X X
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SHEET ID
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A U
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N -A
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N S
T R
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T
IO
N A
L B
U
IL
D
IN
G
W
H N -1
-R -3
J U
N E
ISSUED FOR CONSTRUCTION
INSULATION
CONCRETE PAD
1'-3" 2'-0" 1'-3"
2'-10"
TYP
10"
DETAIL
NOT TO SCALEMS101
INSULATION
1'-0"
2" GROUT)
(LEVEL WITH 1/2"
CONCRETE PAD
DETAIL
NOT TO SCALEMS101
TYPICAL PIPE SLIDE SUPPORTTYPICAL TRANSVERSE SLIDE SUPPORT
PIPELINE
FIELDWELD TO
INSULATION
CONCRETE PAD
1'-3" 2'-0" 1'-3"
2'-10"
TYP
10"
INSULATION
1'-0"
2" GROUT)
(LEVEL WITH 1/2"
CONCRETE PAD
PIPELINE
FIELDWELD TO
EXPANSION OF PIPING
ACCOMODATE THERMAL
ENOUGH MOVEMENT TO
* PIPE SLIDE MUST HAVE
EXPANSION OF PIPING
ACCOMODATE THERMAL
ENOUGH MOVEMENT TO
* PIPE SLIDE MUST HAVE
DETAIL
NOT TO SCALEMS101
RETURN
HIGH TEMP SUPPLY OR
LINE FITTING
1" INSULATED
OR PIT WALL (TYP)
AND VALVE TRENCH
ANCHOR VENT LINE
3'-0" MIN
(TYP)
1" GLOBE VALVE
DOWN INTO PIT (TYP)
AND CAP TURNED
1" SHORT NIPPLE
TYPICAL LINE VENT
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| ES001 SITE ELECTRICAL LEGEND AND GENERAL NOTES |
| ES101 SITE ELECTRICAL PLAN |
| MS101 SITE PLAN - MECHANICAL |
| MS501 MECHANICAL SITE DETAILS |
| MS502 MECHANICAL SITE DETAILS |
| MS503 MECHANICAL SITE DETAILS |
| MS504 MECHANICAL SITE DETAILS |
| MS505 MECHANICAL SITE DETAILS |
| MS506 MECHANICAL SITE DETAILS |
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