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G-002
INDEX OF DRAWINGS
FINAL SUBMITTAL
C044138No.RE G I
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S TA T E O F C A L I F O R N I A
RE
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A
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A
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JU
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Evan Mizue
13 JULY 2023
C
C
C
C
C
C
C
C
C
C
C
C
C C
LI
LI
LI
LI LI LI LI LILI
LI LI LI LI LI LI LI LI LI
LI LI LI LI LI
LI LI LI
LI LI
LI
LI
S S
S
S
E(
HV
E(
HV
E(
HV
E(
HV
E(
HV
E(
HV
E(
HV
FU
FU
FU
FU
FU
FU
FU
FU
FU
FU
FU
LI LI LI LI LI
LI
LI
LI
DD
LI
LI
LI
LI
LI
LI
LI
C C C
FO
E(LV)
E(LV)
E(LV
E(L V)
E(
LV
E(LV)
E(LV)
E(L V)
E(LV)E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV)
E(LV)E(LV)
E(L V)
E(L V)
E(LV)E(LV)
E(L V)
E(LV)
E(LV)
E(LV)
E(LV)
E(LV)
E(LV)
E(LV)
E(LV)
E(L V)
E(LV)
E(LV)
E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV)
W
UN
UN
UN
C
C
CE(LV
C C
E(LV
UN
UN
W
C
W
C
S S
S S
S
C E(
LV
E(
LV
C
D
D
D
D
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
E(HV)
E(HV)
E(HV)
E(HV)
E(HV)
E(HV)
E(HV)
E(HV)
C
E(
LV
S S
CC
W
W
W
W
W
W
C
C
FU
FU
FU
FU
FU
FU
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
C
C
C
AC
C
C
C C C C C C CC2 C2
C C
C C
C C
C
C
C C
C C
C C
C
C
C
C
C
C
C
C C
C
C
EC
EC
EC
EC
EC
E C
E C
C C
C C C C C C2C2C2 C1
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
LV LV LV LV LV
AGL
AGL
AGL
AGL AGL AGL
AGL
AGL
AGL AGL AGL
AGL
AGL
AGL
AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL
AGLAGLAGL
AG
L
AG
L
AGL AGL AGL
AGL AGL AGL
AG
L
AGL
AGL
AGL
AGL AGL AGL AGL AGL AGL AGL
AGL
AGL
AGL
AGL
AGL
AGL
E E
E E
E E
E
E
E
E
E
E
E
E
HV
HV
HV
HV
HV
HV
HV
HV
HV
HV
HV
EP-HV-10
EP
-H
V-
EP-HV-09
EP-HV-09
EP-HV-10
EP-HV-10
EP-HV-10
SUB 035
HV
HV
HV
HV
HV
HV
HV
HV
H
HV
HV
HV
HV
HV
HV
C C
C
C C
C
C C
C
C
C
C C
C C
C
C
C
C
C
C
C
C C C C C C
C C
C
C
C
C
C
C
C C C
C C C C
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
P
POL POL POL POL POL POL POL POL
PO
L
PO
L
PO
L
POLPOLPOLPOLPOLPOLPOL
E E E
E
E
E
E
E
E
E
E
EE
E
E
E
E E E
E
S
AGL
AGL
AGL
AGL
AGL
AGL
AGL
AGL
AGL
AGL
AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL
AGL AGL AGL AGL AGL
AGL
AGL
AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL
AGL
AGL AGL
AGL
AGL
AGL
AGL
S
AL
ER
.14
SUB
LV LV LV LV LV LV LV LV LV LV LV
LV
LV
LV
LV
LV LV LV LV LV LV LV LV LV LV LV LV
LV
LV LV
LV
E
E E E
E
E
E
E
E
E
E
E
EE
E
E
E
E E E
E
S S
S
AL
ER
.14
SUB
G-105
APRON RECLAIMED CRUSHED
CONCRETE STOCKPILE LOCATION
100m
1:1000
APRON RECLAIMED SUBBASE
STOCKPILE (IF APPLICABLE) - 3570m2
APPROX.
APRON RECLAIMED CRUSHED CONCRETE
STOCKPILE- 6500m² APPROX
HAUL ROAD, SHOWN INDICATIVELY ONLY.
HAUL ROUTE TO SUIT CONTRACTOR
REQUIREMENTS AND SITE FACILITIES.
CONTRACTOR TO DETERMINE
REQUIREMENTS AS PART OF
TEMPORARY WORK
CONCRETE BATCHING PLANT,
CRUSHER AND TEMPORARY
CONCRETE MIX STOCKPILE
LOCATION - 4200m² .APPROX.
BATCHING PLANT TO MEET OLS
REQUIREMENTS WITH TAXIWAY R
FUEL HYDRANT LINE
HAUL ROAD TO CONNECT WITH AITAPE
ROAD. MAKE GOOD FOLLOWING
DEMOLITION OF HAUL ROAD
APRON RECLAIMED SUBBASE
STOCKPILE (IF APPLICABLE)
CONCRETE BATCHING PLANT, CRUSHER AND
TEMPORARY CONCRETE MIX STOCKPILE LOCATION
HAUL ROAD
TN
PLAN
NORTH
A1CONTRACTORS SITE FACILITIES AND HAUL ROAD
SCALE: 1:1000m
APRON RECLAIMED SUBBASE
STOCKPILE (IF APPLICABLE)
1700m² APPROX.
POTENTIAL LOCATION FOR CONCRETE BATCH PLANT.
A3SPOIL LOCATION SITE PLAN
NOT TO SCALE
FINAL SUBMITTAL
C044138No.RE G I
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S TA T E O F C A L I F O R N I A
APRON RECLAIMED CRUSHED
BLOCK PAVER STOCKPILE -
750m² .APPROX
CONTRACTOR LAYDOWN,
POTENTIAL SITE FACILITIES AREA
CONTRACTOR LAYDOWN, POTENTIAL VEHICLE
AND EQUIPMENT MAINTENANCE AREA
APRON RECLAIMED CRUSHED BLOCK PAVER
STOCKPILE LOCATION
CONTRACTOR LAYDOWN,
POTENTIAL SITE FACILITIES
AREA - 1600m2 APPROX.
CONTRACTOR LAYDOWN, POTENTIAL
VEHICLE AND EQUIPMENT MAINTENANCE
AREA - 1300m2 APPROX.
CONTRACTOR LAYDOWN,
POTENTIAL SITE FACILITIES
AREA - 900m2 APPROX.
SHEET LEGEND:
PROTECT EXISTING SERVICES
INSTALLED BY KC-30 PROJECT
THROUGH TEMPORARY
STOCKPILE AND FACILITIES
AREA
EXISTING CHAINLINK FENCE
TO BE DEMOLISHED.
REFER DEMOLITION PLANS
STOCKPILE NOTES:
ACCOMMODATION NOTES:
SITE-WON MATERIAL SPECIFIED TO BE SALVAGED ON DEMOLITION
DRAWINGS MUST BE RE-USED FOR PURPOSES DEFINED ON CIVIL GENERAL
NOTES DWG C-002 WHERE ACHIEVABLE.
SITE-WON MATERIAL MUST BE TESTED AND ASSIGNED A PFAS
CONTAMINATION CATEGORY IN ACCORDANCE WITH THE TEMPORARY
ENVIRONMENTAL CONTROL SPECIFICATION, PROJECT PFAS CONSTRUCTION
RISK ASSESSMENT. THE ORDER OF PRIORITY FOR REUSE OF MATERIAL
DEPENDS ON CONTAMINATION CATEGORY AND MUST BE IN ACCORDANCE
WITH THIS SPECIFICATION.
THE CONTRACTOR IS RESPONSIBLE FOR DESIGN AND MANAGEMENT OF
STOCKPILE LOCATIONS WITHIN THE AREAS DEFINED ON THIS DRAWING.
HAUL ROAD/ROUTES ARE SHOWN INDICATIVELY ONLY AND ARE TO BE
PROVIDED BY THE CONTRACTOR TO SUIT TEMPORARY WORK
REQUIREMENTS. THESE SHOULD BE COORDINATED WITH BASE.
ENVIRONMENTAL MEASURES FOR STOCKPILING IN ACCORDANCE WITH
BASE AND DEFENCE REQUIREMENTS. THE CONTRACTOR SHALL DEVELOP
THE DRAFT CONSTRUCTION ENVIRONMENTAL MANAGEMENT PLAN.
EXCESS SPOIL TO BE PLACED AS CONTROLLED FILL AT THE KC-30 HIAL
ZONE AS NOMINATED ON PLAN. PLACE IN ACCORDANCE WITH THE
REQUIREMENTS SET OUT ON DRAWING CE501.
MAKE GOOD AND REINSTATE VEGETATION TO TEMPORARY CONTRACTOR
AREAS FOLLOWING COMPLETION.
CONTRACTOR IS RESPONSIBLE TO SETUP CONCRETE BATCHING PLANT AND
CRUSHER AREA SUITABLE TO ACCOMODATE RE-USE OF DEMOLISHED
MATERIAL AS SPECIFIED. MATERIAL WITH PFAS CONTAMINATION IS NOT TO
BE REMOVED FROM SITE.
MAKE ALLOWANCE FOR PROVISION OF CONTRACTOR ACCOMMODATION
FOR THE DURATION OF THE PROJECT. ALLOWANCE TO BE MADE FOR
ACCOMMODATION TO BE BASED OFF-SITE FROM RAAF TINDAL. THE
CONTRACTOR IS RESPONSIBLE FOR ALL COSTS AND ARRANGEMENTS
INCLUDING UTILITIES AS APPLICABLE.
TAXIW
AY R
C L
EXISTING FENCE TO BE DEMOLISHED
ON-SITE CONTRACTOR FACILITIES:
MAKE ALLOWANCE FOR ASSESSMENT OF UTILITY CAPACITY, CONNECTION
TO EXISTING UTILITIES, METERING AND ALL ONGOING COSTS ASSOCIATED
WITH UTILITY USAGE AT MARKET RATES FOR THE DURATION OF THIS
PROJECT. SEEK DETAILS AND APPROVAL OF THE SITE MANAGEMENT PLAN
FROM TINDAL STAKEHOLDERS.
PROTECT EXISTING
SERVICES
UNSEALED
ACCESS
TRACK A
A1 C-165
P500 PROJECT SITE
POTENTIAL HAUL
ROUTE TBC
KC-30 HIAL SPOIL
ZONE, POTENTIAL
FUTURE CAPACITY
POTENTIAL WATER
CONNECTION POINT FOR
TEMPORARY CONTRACTOR
FACILITIES. EXCLUDES
WATER FOR CONSTRUCTION
ACTIVITIES. CONFIRM WITH
BASE STAKEHOLDER
POTENTIAL POWER CONNECTION POINT
FOR CONTRACTOR FACILITIES. EXCLUDES
POWER FOR CONSTRUCTION ACTIVITIES,
CONFIRM WITH BASE STAKEHOLDERS
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SMK
DATE: 07/18/2023
C-501
PAVEMENT TYPE 3
(USAF SHOULDER STRENGTH FLEXIBLE PAVEMENT)
PAVEMENT TYPE 4
(OPEN DRAIN - INTERLOCKING CONCRETE BLOCK PAVERS)
DESIGN SURFACE
80mm CONCRETE BLOCK PAVERS 20mm BEDDING SAND
150mm CEMENT STABILISED BASE
PREPARED SUBGRADE
SELECT FILL (AS REQUIRED)
PAVEMENT TYPE 5
(SEALED ACCESS ROAD)
DESIGN SURFACE
50mm AC14
CUTBACK BITUMEN PRIME
PREPARED SUBGRADE (CBR = 6%)
150mm BASE MATERIAL
(FINE CRUSHED ROCK)
150mm SUBBASE MATERIAL
(FINE CRUSHED ROCK)
MINIMUM 150mm SELECT FILL
75mm NON STRUCTURAL SHOTCRETE WITH SL62 WIRE MESH
PAVEMENT TYPE 6
(UNSEALED ACCESS TRACK)
DESIGN SURFACE
PREPARED SUBGRADE (CBR = 6%)
200mm AGGREGATE
SURFACING
SELECT FILL (AS REQUIRED)
NONWOVEN REINFORCEMENT
GEOTEXTILE FABRIC
DESIGN SURFACE
120mm AC14 CONSTRUCTED IN TWO LAYERS
AMC1 CUTBACK BITUMEN PRIME
PREPARED SUBGRADE (CBR = 6%)
250mm FINE CRUSHED ROCK
BASE LAYER
275mm CEMENT STABILISED SUBBASE
SELECT FILL (AS REQUIRED)
PAVEMENT TYPE 1
(USAF AIRCRAFT STRENGTH RIGID PAVEMENT)
DESIGN SURFACE
505mm JOINTED PLAIN CONCRETE (4.8 MPa CHARACTERISTIC FLEXURAL STRENGTH AT 90 DAYS)
225mm LEAN MIX CONCRETE BASE
PREPARED SUBGRADE
(K-VALUE = 39 kPa/mm)
200mm AGGREGATE SUBBASE
DESIGN SURFACE
165mm JOINTED PLAIN CONCRETE WITH SL62 WIRE MESH (4.8 MPa CHARACTERISTIC FLEXURAL STRENGTH)
PREPARED SUBGRADE
(K-VALUE = 39 kPa/mm)
PAVEMENT TYPE 2
(USAF TUG-STRENGTH RIGID PAVEMENT)
SELECT FILL (AS REQUIRED)
SELECT FILL (AS REQUIRED)
200mm LEAN MIX CONCRETE BASE
200mm AGGREGATE SUBBASE
7mm DEBONDING SPRAY SEAL
(REFER TO NOTE 3)
7mm DEBONDING SPRAY SEAL
(REFER TO NOTE 3)
FINAL SUBMITTAL
C044138No.RE G I
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S TA T E O F C A L I F O R N I A
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH PAVEMENT
PLAN DRAWINGS CP107 AND CP108.
2. AC14 - 14 mm NOMINAL MAXIMUM AGGREGATE SIZE ASPHALT.
3. NOMINAL AMC6 CUTBACK BITUMEN, 1.3L/m2 RESIDUAL BINDER AT
15 DEGREES C, 7 mm STONE AT 165 m2/m3.
A1PAVEMENT DETAILS
-NOT TO SCALE
SHEET GENERAL NOTES:
CP501
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AGL
AGL
AG
L
AGL AGL
AGL AGL
AGL
AGL
AGL
AGL
AGL
AGL
AGL
AGL
AG
C
C
C C
C C
C C
C
C C
VERTICAL RISER TYPE 2VERTICAL RISER TYPE 2 VERTICAL RISER TYPE 2
VERTICAL RISER TYPE 2
VERTICAL
RISER TYPE 2
VERTICAL
RISER TYPE 2
DN 225
SN8 PVC
DN 225
SN8 PVC
PVC DRAIN PIPE PVC DRAIN PIPE
PVC DRAIN PIPE
DN 225
SN8 PVC
VR1VR2
VR3VR4VR5VR6
LIMIT OF PAVEMENT WORKS
CR128
FINAL SUBMITTAL
C044138No.RE G I
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S TA T E O F C A L I F O R N I A
1. FOR PAVEMENT DETAILS REFER DRAWING NO. CP501.
2. ALL SUBSOIL DRAINAGE OUTLETS TO STORMWATER CULVERTS
AND PITS TO BE PROVIDED WITH ONE-WAY FLAP VALVES.
TN
PLAN
NORTH
A1SUBSOIL DRAINAGE PLAN
SCALE: 1:500m
50m
1:500
150mm PERFORATED SN8 PVC SUBSOIL PIPE
150mm NON-PERFORATED SN8 PVC DRAIN PIPE
INSPECTION FLUSHING POINT
SHEET GENERAL NOTES:
SHEET LEGEND:
VR00 VERTICAL RISER IDENTIFICATION TAG
SETOUT POINTS
ID NUMBER EASTING NORTHING LEVEL
VR1 216864.26 8393828.32 128.640
VR2 216840.69 8393854.17 128.435
VR3 216842.95 8393879.93 128.594
VR4 216821.97 8393910.74 128.612
VR5 216774.70 8393965.27 128.614
VR6 216725.89 8394019.95 128.608
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5 13 5
SAWN SLOT FOR SEALANT
CUT CENTRALLY OVER
LINE OF JOINT
FUEL RESISTANT, NON SAG SILICONE
JOINT SEALANT FOR CONCRETE
CONSTRUCTION JOINT
5 13 5
INITIAL SAW CUT 3mm - 5mm WIDE
INDUCED SHRINKAGE CRACK
SA
W
C
UT
D
EP
TH
T
5 20 5
COMPRESSIBLE SHEET RESIN
BONDED CORK JOINT FILLER
6.
M
IN
M
IN
6.
M
IN
SAWN SLOT FOR SEALANT CUT
CENTRALLY OVER LINE OF INITIAL
SAW CUT
FUEL RESISTANT, NON SAG SILICONE
JOINT SEALANT FOR CONCRETE
FUEL RESISTANT, NON SAG SILICONE
JOINT SEALANT FOR CONCRETE
Ø16mm CLOSED CELL EXPANDED
POLYETHYLENE FOAM
BOND-BREAKER BACKING ROD
45° CHAMFER 45° CHAMFER 45° CHAMFER
Ø16mm CLOSED CELL EXPANDED
POLYETHYLENE FOAM
BOND-BREAKER BACKING ROD
Ø25mm CLOSED CELL EXPANDED
POLYETHYLENE FOAM
BOND-BREAKER BACKING ROD
RIGID PAVEMENT OR
CONCRETE STRUCTURE ASPHALT
50 mm 25 mm
45° 5mm x 5mm CHAMFER
APPLY POLYMER MODIFIED BITUMEN CRACK SEALANT
AS A 75 mm WIDE, 3 mm THICK OVERBAND OVER JOINT
AS SHOWN. CLEAN SURFACES AND PRIME WITH
BITUMEN EMULSION PRIOR TO APPLYING OVERBAND
FINISH ASPHALT FLUSH WITH TOP OF RIGID
PAVEMENT. TOLERANCE TO LEVEL OF TOP
OF RIGID PAVEMENT = +5 mm , -0 mm
COMPACT ASPHALT AGAINST EDGE
OF CONCRETE WITHOUT DAMAGE
TO CONCRETE.
APPLY 2 COATS OF BITUMEN
EMULSION TO VERTICAL FACE
OF CONCRETE AS TACK COAT
CR506
500 100mm
1:1
FINAL SUBMITTAL
C044138No.RE G I
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S TA T E O F C A L I F O R N I A
1. SAW CUT DEPTH FOR LEAN MIX CONCRETE BASE.
a. T = D/3
2. WIDTH AND DEPTH DIMENSIONS OF JOINT SEALANT TO BE
CONFIRMED FOR MANUFACTURER'S REQUIREMENTS.
SHEET GENERAL NOTES:
C1CR505SCALE: 1:1
SAWN SEALING SLOT AT
CONSTRUCTION JOINT
C2CR505SCALE: 1:1
SEALING SLOT AT 20mm WIDE
FORMED EXPANSION JOINT
C3CR505SCALE: 1:1
SAWN SEALING SLOT AT
SAWN CONTRACTION JOINT
B1SEALED EDGE OF ASPHALT AGAINST RIGID PAVEMENT / CONCRETE STRUCTURE
-NOT TO SCALE
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DEEP BASE CAN
10-N16-200 'U' BARS EACH WAY TOP AND
BOTTOM
50 mm COVER (TYP.)
8-N16 CRACK CONTROL BARS
1500 mm LONG TOP AND BOTTOM
ADDITIONAL N16 BAR
TOP OF "CAN" FINISHED SURFACE LEVEL
EXPANSION JOINT - REFER TO DRAWING CR505
0JO
IN
T
JO
IN
T
80 DIA CONDUIT80 DIA CONDUIT
AGL DEEP BASE CAN
FOOTING - CR515
M
IN
7-N12 CIRCULAR LIGATURES SPACED TO AVOID CONDUIT AND
EQUALLY ABOVE CONDUIT. TIE TO VERTICAL BARS
6-N12 'L' BARS EQUIDISTANT FROM CENTRE OF CAN
B1SECTION
SCALE: 1:10mm
D
RIGID PAVEMENT - REFER TO DRAWINGS CP501RIGID PAVEMENT - REFER TO DRAWINGS CP501
1500 SQ
FOR LEVELS
REFER NOTE 6
JO
IN
T
M
INJO
IN
T
ADDITIONAL N16 BAR
FUEL HYDRANT PIPE SURROUND CONCRETE
REFER DRAWING AFLD-P500-1663847-MP503
FOR DETAILS
FALL (MIN 25 mm)
FOR LEVELS
REFER NOTE 6
N12 CIRCULAR LIGS
TOP AND BOTTOM
EXPANSION JOINT
REFER DRAWING AFLD-P500-1663847-CR505
TOP OF "CAN" FINISHED
SURFACE LEVEL
REFER NOTE 6
N16-200 'U' BARS EACH WAY TOP AND BOTTOM
50 mm COVER (TYP.)
8-N16 CRACK CONTROL BARS
1500 mm LONG TOP AND BOTTOM
HYDRANT PIT "CAN"
REFER DRAWING AFLD-P500-1663847-MP503 FOR DETAILS
A1SECTION
SCALE: 1:10mm
RIGID PAVEMENT - REFER DRAWING CP501 RIGID PAVEMENT - REFER DRAWING CP501
1500 SQ
NOMINAL 7 mm AGGREGATE
SIZE PRIMESEAL
LAP
AGL
DBC 20
TYPICAL
5 mm x 45° CHAMFER
TO TOP EDGE OF
SURROUND ALL SIDES
N12 CIRCULAR LIGS
LAP
HYDRANT
"CAN"
FUEL HYDRANT OUTLET PIT
REINFORCED CONCRETE SURROUND
D3PLAN VIEW
SCALE: 1:20mm
AGL DEEP BASE CAN REINFORCED
CONCRETE SURRROUND
D1PLAN VIEW
SCALE: 1:20mm
TYPICAL
5 mm x 45° CHAMFER
TO TOP EDGE OF
SURROUND ALL SIDES
N12 CIRCULAR LIGS
CR516
FINAL SUBMITTAL
C044138No.RE G I
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S TA T E O F C A L I F O R N I A
1. REINFORCED CONCRETE SURROUND HAS BEEN DESIGNED FOR 28.2 T.
2. SOIL ALLOWABLE BEARING PRESSURE OF 125 kPa, CONFIRM ON SITE.
3. 50 mm COVER TO REINFORCEMENT ALL AROUND.
4. CONCRETE FOR SURROUND: STRENGTH GRADE N40; MAX.
AGGREGATE SIZE 20 mm.
5. REFER TO DRAWING NO. CR512 FOR DETAILS OF REINFORCEMENT
REQUIRED TO CONCRETE SLABS SURROUNDING BLOCKOUT.
6. REFER TO DRAWING CL107A TO CL108D FOR FINISHED SURFACE
LEVELS ON TOP OF "CAN" AND RIGID PAVEMENT SURFACE LEVELS AT
EDGES OF CONCRETE SURROUND.
SHEET GENERAL NOTES:
1000mm
1:10
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1 - 5 1 - 5
B52
A332
C17
B52
A332
C17
B52
A332
C17
STAN
D 4
STAN
D 3
STAN
D 2
STAND 1
STAND 2
2 31
OLA
W
OLAN
OLA
E
OL
A S
1 2 2 3 3
1 - 5 A1 A2
A3
A4
A5
A6
A7
A8A9
A10
A11
A12 A13
R20.50
R2
.0
R200.00
R25.00
R60.00
R140.00
R92.25
R35.
00 R35.00
R35.
00 R35.00
R35.
R35.00
R35.00 R35.00
R3 0.
R30.00 A14
A15
A16
A17
A18
A19
A20
A21
A22
A23A24
A25
A26
A27
A28
A29
A30
A31
A32
A33
A34
A35
A36
A37
A38
A39 A40
A41
A42
A43
A44
A45
A46
A47
A48
R3 0.
R30.00 R3 0.0
D2
CM503
A49
A50
A51
A52
A53
A54
A55 D1
CM503
C1
CM503
B2
CM503
A2
CM503
B1
CM503
A1
CM503
C3
CM504
A114
A115
D1
CM503
PAVEMENT MARKING SETOUT POINTS
POINT EASTING NORTHING
A1 216510.133 8394183.403 A2 216523.774 8394169.579 A3 216542.828 8394153.438 A4 216563.802 8394149.761 A5 216585.096 8394160.480 A6 216603.876 8394175.248 A7 216684.816 8394247.504 A8 216636.674 8394041.655 A9 216614.111 8394068.431 A10 216590.611 8394103.135 A11 216620.330 8394129.666 A12 216652.157 8394102.394 A13 216676.211 8394076.950 A14 216531.531 8394142.166 A15 216580.949 8394139.365 A16 216578.148 8394089.946 A17 216585.425 8394143.360 A18 216634.843 8394140.559 A19 216603.640 8394151.878 A20 216651.629 8394174.310 A21 216634.079 8394158.643 A22 216648.828 8394124.893 A23 216652.741 8394120.510 A24 216646.581 8394127.410 A25 216650.493 8394123.028 A26 216699.911 8394120.227 A27 216682.361 8394104.559 A28 216664.088 8394185.432 A29 216667.147 8394188.163 A30 216680.586 8394200.161 A31 216688.046 8394206.820 A32 216694.953 8394212.986 A33 216712.369 8394131.348 A34 216715.428 8394134.079 A35 216728.868 8394146.077 A36 216736.328 8394152.736 A37 216743.235 8394158.902 A38 216697.110 8394070.808 A39 216694.863 8394073.326 A40 216701.022 8394066.426 A41 216698.775 8394068.944 A42 216730.642 8394050.474 A43 216748.193 8394066.142 A44 216760.651 8394077.264 A45 216763.710 8394079.994 A46 216777.150 8394091.992 A47 216784.610 8394098.652 A48 216791.516 8394104.818 A49 216587.349 8394144.958 A50 216639.610 8394206.545 A51 216622.051 8394139.871 A52 216677.266 8394108.053 A53 216670.337 8394085.783 A54 216725.543 8394053.974 A55 216718.619 8394031.698 A114 216578.165 8394136.583
CM107
FINAL SUBMITTAL
C044138No.RE G I
S T
ER
ED PRO F E S S I ON A L E NGI NEER
S TA T E O F C A L I F O R N I A
50m
1:500
TN
PLAN
NORTH
A1PAVEMENT MARKING PLAN
SCALE: 1:500m
1. MARK EARTHING POINTS IN ACCORDANCE WITH DETAIL ON CM403. FOR
SETOUT OF EARTHING POINTS REFER TO DRAWING E-516.
SHEET GENERAL NOTES:
2. PAVEMENT MARKING FOR FUEL HYDRANT LOW POINT AND HIGH POINT
DRAINS NOT SHOWN FOR CLARITY. HYDRANT PITS, LOCATED ON
DRAWINGS CX101, CX104, CX107 AND CX108 MUST BE MARKED IN
ACCORDANCE WITH THE DETAIL PROVIDED ON DRAWING CM503.
TAXIWAY A
SQID
PAD
1 1 1
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
JU
L 2
2 - 6 2 - 6
B52
A332
C17
B52
A332
C17
B52
A332
C17
STAN
D 6
STAN
D 5
STAND 3
STAND 4
STAND 5
4 5 6
OLA
W OL
A S
OLA
EOLAN
FOD CONTROL
3 4 4 5 5 6
R35.
R35.00
R35.
00 R35.00
R35.
00 R35.00
R35.00 R35.00
R200.00 R20.50
R60.00
R1
.0
R2
.0
R92.25
R35 .00
R25 .00
R3 0.0
0 R30.00 R3 0.0
0 R30.00 R3 0.0
0 R30.00
A56
A57 A58
A59
A60
A61
A62
A63
A64
A65
A66
A67
A68 A69
A70
A71
A72
A73
A74
A75
A76
A77
A78
A79 A80
A81
A82
A83
A84
A85
A86
A87
A88
A89
A90
A91
A92
A93 A94
A95
A96
A97
A98
A99
A100
A101 A102
A103
A104
A105A106
A107
A108
A109
A110
A111
A112
B2
CM503
A113
C1
CM503
D1
CM503
B1
CM503
A1
CM503
D2
CM503
B3
CM504
A1
CM504
D1
CM503
PAVEMENT MARKING SETOUT POINTS
POINT EASTING NORTHING
A56 216743.144 8394019.242 A57 216745.392 8394016.724 A58 216747.056 8394014.859 A59 216749.304 8394012.342 A60 216778.924 8393996.390 A61 216796.475 8394012.058 A62 216808.933 8394023.179 A63 216811.991 8394025.910 A64 216825.431 8394037.908 A65 216832.891 8394044.567 A66 216839.798 8394050.733 A67 216791.426 8393965.158 A68 216793.673 8393962.640 A69 216795.338 8393960.775 A70 216797.586 8393958.257 A71 216827.205 8393942.306 A72 216844.756 8393957.973 A73 216857.214 8393969.095 A74 216860.273 8393971.826 A75 216873.713 8393983.824 A76 216881.173 8393990.483 A77 216888.080 8393996.649 A78 216839.707 8393911.073 A79 216841.955 8393908.556 A80 216843.620 8393906.691 A81 216845.867 8393904.173 A82 216875.487 8393888.221 A83 216893.038 8393903.889 A84 216905.496 8393915.011 A85 216908.555 8393917.741 A86 216921.995 8393929.739 A87 216929.455 8393936.399 A88 216936.361 8393942.565 A89 216969.512 8393928.592 A90 216888.572 8393856.336 A91 216871.777 8393839.345 A92 216858.720 8393819.399 A93 216860.003 8393798.144 A94 216869.684 8393782.869 A95 216847.526 8393788.193 A96 216850.328 8393837.611 A97 216800.910 8393840.412 A98 216854.804 8393841.606 A99 216856.609 8393843.338 A100 216857.605 8393891.025 A101 216759.542 8393904.020 A102 216783.596 8393878.576 A103 216815.423 8393851.304 A104 216845.143 8393877.835 A105 216821.642 8393912.540 A106 216799.079 8393939.316 A107 216773.829 8393999.885 A108 216766.901 8393977.614 A109 216822.111 8393945.801 A110 216815.182 8393923.530 A111 216870.397 8393891.721 A112 216923.707 8393888.305 A113 216865.325 8393858.742
CM108
FINAL SUBMITTAL
C044138No.RE G I
S T
ER
ED PRO F E S S I ON A L E NGI NEER
S TA T E O F C A L I F O R N I A
50m
1:500
TN
PLAN
NORTH
A1PAVEMENT MARKING PLAN
SCALE: 1:500m
1. MARK EARTHING POINTS IN ACCORDANCE WITH DETAIL ON CM403. FOR
SETOUT OF EARTHING POINTS REFER TO DRAWING E-516.
SHEET GENERAL NOTES:
2. PAVEMENT MARKING FOR FUEL HYDRANT LOW POINT AND HIGH POINT
DRAINS NOT SHOWN FOR CLARITY. HYDRANT PITS, LOCATED ON
DRAWINGS CX101, CX104, CX107 AND CX108 MUST BE MARKED IN
ACCORDANCE WITH THE DETAIL PROVIDED ON DRAWING CM503.
FOR SETOUT OF ACCESS ROAD
MARKING AND SIGNAGE REFER
TO DRAWING C-410
TAXIWAY A
AC
CE
SS
R
OA
D
1 1 1
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
JU
L 2
OPENING 1830
REFER TO STRUCTURAL DRAWING
S-501 FOR PENSTOCK PIT DIMENSIONS
FL
OW
AP
PR
. 1 m
E = 104
OP
EN
IN
G
BASE GUIDE ; A4 STAINLESS STEEL CHEMICAL
ANCHORS IN ACCORDANCE WITH PENSTOCK
MANUFACTURER'S REQUIREMENTS
10x A4 STAINLESS STEEL CHEMICAL ANCHORS
IN ACCORDANCE WITH PENSTOCK
MANUFACTURER'S REQUIREMENTS
BEVEL GEARBOX. REFER TO
PENSTOCK SPECIFICATION
MULTI-TURN ACTUATOR
FOR OPEN-CLOSE DUTY.
REFER TO PENSTOCK
SPECIFICATION
BEVEL GEARBOX.
REFER TO NOTE 7
AND TO PENSTOCK
SPECIFICATIONS
SIDES ; A4 STAINLESS STEEL CHEMICAL
ANCHORS IN ACCORDANCE WITH
MANUFACTURER'S REQUIREMENTS
TOP GUIDE ; A4 STAINLESS STEEL
CHEMICAL ANCHORS IN ACCORDANCE
WITH MANUFACTURER'S REQUIREMENTS
T-KEY FOR MANUAL OPERATION
CAN BE STORED IN THE PIT
REFER TO STRUCTURAL
DRAWING S-501 FOR
COVER DETAILS
X
CS510
FINAL SUBMITTAL
C044138No.RE G I
S T
ER
ED PRO F E S S I ON A L E NGI NEER
STA T E O F C A L I F O R N I A
A1SECTION
NOT TO SCALE
A1
A4
C1PENSTOCK 1 PLAN
CS107NOT TO SCALE
A4SECTION
NOT TO SCALE
1. ALL DIMENSIONS ARE SHOWN IN MILLIMETRES UNLESS NOTED
OTHERWISE.
2. REFER TO STRUCTURAL DRAWINGS FOR PENSTOCK PIT DIMENSIONS AND
STRUCTURAL DETAILS.
3. REFER TO CS401 FOR PIT SETOUT SCHEDULE.
4. REFER TO SPECIFICATION 44 41 00 FOR PENSTOCK GENERAL
REQUIREMENTS, CONTROL PHILOSOPHY, SUBMISSIONS AND
COMMISSIONING REQUIREMENTS.
5. MULTI-TURN ACTUATOR FOR OPEN-CLOSE DUTY: ACTUATOR TO BE FOR
SHORT-TIME DUTY S2 - 15 MIN, 400V / 50Hz, FOR HYDRAULIC STEEL
STRUCTURES IN ACCORDANCE WITH DIN 19704. IP68 RATING.
6. BEVEL GEARBOX: FOR MOTOR OR MANUAL OPERATION OF VALVES.
7. HORIZONTAL BI-DIRECTIONAL SS304 PENSTOCK VALVE EQUAL TO AWNA,
INSTALLED TO MANUFACTURER'S SPECIFICATIONS. SEALS TO BE
SUITABLE TO PROVIDE A WATER TIGHT CLOSURE ON FULL FLOW AND
VELOCITY.
8. GATE AND FRAME TO BE GRADE 316 STAINLESS STEEL.
9. INCLUDE CONTROL PANEL, IP65, AND PROTECTION FOR CONTROL PANEL.
10. PROVIDE STROBE LIGHT AND AUDIBLE ALARM TO BE MOUNTED ON THE
CONTROL PANEL.
11. VALVE TO BE ON-SEATING HEAD CONFIGURATION WITH FLOW PRESSURE
& VELOCITY FORCING THE DOOR ONTO THE FRAME.
12. MULTI-TURN ACTUATOR TO ENSURE CLOSURE WITHIN 30 SECONDS.
13. AIR COMPRESSOR TO INCLUDE ACCUMULATOR & CONTROL PANEL WITH
CONNECTION TO BMS IN CASE OF OPERATION OR COMPRESSOR FAILURE.
14. COMPRESSOR TO BE HOUSED IN A REMOVABLE GRP VENTILATED,
CORROSION PROOF HOUSING FIXED TO SLAB. THE HOUSING SHALL HAVE
SS HINGED LOCKABLE INSPECTION LID OR DOORS.
15. PROVIDE COMPRESSOR LINE TO ACTIVATE VALVE.
16. VALVE ACTIVATION TO CLOSE WITH APRON EMERGENCY CALL BUTTON.
REGISTER ALARM AND PROVIDE CONTACT FOR CONNECTION TO FIP AND
BMCS.
17. PRESS BUTTON TO RESET VALVE IN OPEN POSITION.
18. VISUAL INSPECTIONS OF THE VALVE AND ACTUATOR TO TAKE PLACE
EVERY 6 MONTHS.
19. CONTROL PANEL TO BE ABLE TO BE ISOLATED FOR TESTING PURPOSES.
20. REFER DRAWING CS107 FOR LOCATION PLAN.
21. PENSTOCK MOTOR TO BE SUITABLE FOR CLASS 1 HAZARDOUS AREAS.
22. COORDINATE LV CABLES AND CONDUIT ALIGNMENT FOR PENSTOCK
MOTOR WITH CONDUIT PENETRATIONS AS PER DWG S-501. FINAL
ALIGNMENT TO BE DETERMINED ONSITE.
23. CONDUITS AND PENETRATIONS INTO THE PENSTOCK DRAINAGE AREA TO
BE APPROXIMATELY SEALED FOR CLASS 1 HAZARDOUS AREAS.
24. REFER TO E-107 FOR CONDUIT SET OUT.
SHEET GENERAL NOTES:
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
JU
L 2
REFER TO STRUCTURAL DRAWING
S-501 FOR PENSTOCK PIT DIMENSIONS FL
OW
OPENING 2400 450
AP
PR
. 1 m
E = 104
OP
EN
IN
G
BASE GUIDE ; A4 STAINLESS STEEL CHEMICAL
ANCHORS IN ACCORDANCE WITH PENSTOCK
MANUFACTURER'S REQUIREMENTS
10x A4 STAINLESS STEEL CHEMICAL ANCHOR
IN ACCORDANCE WITH PENSTOCK
MANUFACTURER'S REQUIREMENTS
BEVEL GEARBOX. REFER TO
PENSTOCK SPECIFICATION
MULTI-TURN ACTUATOR
FOR OPEN-CLOSE DUTY.
REFER TO PENSTOCK
SPECIFICATION
SIDES ; A4 STAINLESS STEEL CHEMICAL
ANCHORS IN ACCORDANCE WITH
MANUFACTURER'S REQUIREMENTS
TOP GUIDE ; A4 STAINLESS STEEL
CHEMICAL ANCHORS IN ACCORDANCE
WITH MANUFACTURER'S REQUIREMENTS
T-KEY FOR MANUAL OPERATION
CAN BE STORED IN THE PIT
BEVEL GEARBOX.
REFER TO NOTE 7
AND TO PENSTOCK
SPECIFICATIONS
REFER TO STRUCTURAL
DRAWING S-501 FOR
COVER DETAILS
X
CS511
FINAL SUBMITTAL
C044138No.RE G I
S T
ER
ED PRO F E S S I ON A L E NGI NEER
STA T E O F C A L I F O R N I A
A1SECTION
NOT TO SCALE
A1
A4
C1PENSTOCK 2 PLAN
CS107NOT TO SCALE
A4SECTION
NOT TO SCALE
D4POWER TOOL HEAD
NOT TO SCALE
1. ALL DIMENSIONS ARE SHOWN IN MILLIMETRES UNLESS NOTED
OTHERWISE.
2. REFER TO STRUCTURAL DRAWINGS FOR PENSTOCK PIT DIMENSIONS
AND STRUCTURAL DETAILS.
3. REFER TO CS401 FOR PIT SETOUT SCHEDULE.
4. REFER TO SPECIFICATION 44 41 00 FOR PENSTOCK GENERAL
REQUIREMENTS, CONTROL PHILOSOPHY, SUBMISSIONS AND
COMMISSIONING REQUIREMENTS.
5. MULTI-TURN ACTUATOR FOR OPEN-CLOSE DUTY: ACTUATOR TO BE FOR
SHORT-TIME DUTY S2 - 15 MIN, 400V / 50Hz, FOR HYDRAULIC STEEL
STRUCTURES IN ACCORDANCE WITH DIN 19704. IP68 RATING.
6. BEVEL GEARBOX: FOR MOTOR OR MANUAL OPERATION OF VALVES.
7. HORIZONTAL BI-DIRECTIONAL SS304 PENSTOCK VALVE EQUAL TO AWNA,
INSTALLED TO MANUFACTURER'S SPECIFICATIONS. SEALS TO BE
SUITABLE TO PROVIDE A WATER TIGHT CLOSURE ON FULL FLOW AND
VELOCITY.
8. GATE AND FRAME TO BE GRADE 316 STAINLESS STEEL.
9. INCLUDE CONTROL PANEL, IP65, AND PROTECTION FOR CONTROL
PANEL.
10. PROVIDE STROBE LIGHT AND AUDIBLE ALARM TO BE MOUNTED ON THE
CONTROL PANEL.
11. VALVE TO BE ON-SEATING HEAD CONFIGURATION WITH FLOW PRESSURE
& VELOCITY FORCING THE DOOR ONTO THE FRAME.
12. MULTI-TURN ACTUATOR TO ENSURE CLOSURE WITHIN 30 SECONDS.
13. AIR COMPRESSOR TO INCLUDE ACCUMULATOR & CONTROL PANEL WITH
CONNECTION TO BMS IN CASE OF OPERATION OR COMPRESSOR
FAILURE.
14. COMPRESSOR TO BE HOUSED IN A REMOVABLE GRP VENTILATED,
CORROSION PROOF HOUSING FIXED TO SLAB. THE HOUSING SHALL
HAVE SS HINGED LOCKABLE INSPECTION LID OR DOORS.
15. PROVIDE COMPRESSOR LINE TO ACTIVATE VALVE.
16. VALVE ACTIVATION TO CLOSE WITH APRON EMERGENCY CALL BUTTON.
REGISTER ALARM AND PROVIDE CONTACT FOR CONNECTION TO FIP AND
BMCS.
17. PRESS BUTTON TO RESET VALVE IN OPEN POSITION.
18. VISUAL INSPECTIONS OF THE VALVE AND ACTUATOR TO TAKE PLACE
EVERY 6 MONTHS.
19. CONTROL PANEL TO BE ABLE TO BE ISOLATED FOR TESTING PURPOSES.
20. REFER DRAWING CS107 FOR LOCATION PLAN.
21. PENSTOCK MOTOR TO BE SUITABLE FOR CLASS 1 HAZARDOUS AREAS.
22. COORDINATE LV CABLES AND CONDUIT ALIGNMENT FOR PENSTOCK
MOTOR WITH CONDUIT PENETRATIONS AS PER DWG S-501. FINAL
ALIGNMENT TO BE DETERMINED ONSITE.
23. CONDUITS AND PENETRATIONS INTO THE PENSTOCK DRAINAGE AREA
TO BE APPROXIMATELY SEALED FOR CLASS 1 HAZARDOUS AREAS.
24. REFER TO E-107 FOR CONDUIT SET OUT.
SHEET GENERAL NOTES:
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
JU
L 2
GENERAL ARRANGEMENT
EARTH PIT INSPECTION COVER
EARTH CONDUCTOR
INSTALL FLUSH WITH
SURROUNDING SURFACE
CONCRETE SURROUND
500 x 500 x 100
EARTH
CEMENT STABILISED
SAND TO UNDERSIDE
OF PIT COLLAR. SAND
90% / CEMENT 10%.
SAND: CLEAN NON
PLASTIC, MAXIMUM
PARTICLE SIZE 4.75mm
BACKFILL AND
COMPACT TO MATCH
SURROUNDING
COPPER CLAD EARTH ELECTRODE.
Ø13mm x 1800mm LONG
1m m
NO
M.
207mm NOM.
Ø200mm PIPE
SECURITY ACCESS
SCREWS
CABLE CLAMP TO SUIT
SELECTED EARTH CABLE CSA
LOCKABLE HINGED
INSPECTION LID
ERICO - PIT03 (710180) OR EQUIVALENT
CONCRETE SURROUND
500 x 500 x 100
A1EARTH ELECTRODE INSPECTION PIT
NOT TO SCALE
BRAZE TOP AND BOTTOM
Ø20 EARTH ELECTRODE.
REFER TO SDERP NOTE 1.
00 60
Ø350
30° TYP.
° T
YP
45°
5° 60
50°
PAVEMENT LEVEL
Ø30
Ø200
CHAMFER
R50
R200
R56
R3
R5
STUB TO BE CUT OFF AFTER
ROD IS DRIVEN INTO POSITION
20 mm BORE TO BE A
SLIDING FIT ON ROD
90° TYP
Ø32
CAST BRONZE CAP.
REFER TO SDERP
NOTE 2.
1.5
TYP.
TWO HOLES DRILLED & TAPPED 5/16"
UNC x 0.625" DEEP OR M8 x 16 DEEP
A3STANDARD DOME EARTH REFERENCE POINT (STATIC EARTH POINT)
MP504, MP506NOT TO SCALE
NOTES:
1. APPLICATION EARTH ELECTRODE INSPECTION PITS INCLUDES:
- LOCATIONS REQUIRING ESTABLISHMENT OF ELECTRICAL SAFETY EARTHS ASSOCIATED WITH MEN POINTS
- LOCATIONS REQUIRING ESTABLISHMENT OF EARTH CONNECTION FOR LIGHTNING PROTECTION DOWN CONDUCTORS
NOTES:
1. APPLICATION OF STANDARD DOME EARTH REFERENCE POINTS INCLUDES:
- AS PART OF HYDRANT REFUELING INFRASTRUCTURE ADJACENT ALL PITS (HYDRANTS, HIGH VENTS, LOW DRAINS AND ISOLATION)
- TO ENABLE EQUIPOTENTIAL BONDING FOR ALL AIRCRAFT TYPES IN EACH BAY
SECTION C-C
SECTION B-B SECTION A-A
A
A
B B
C
C
LE
NG
TH
A
S
RE
QU
IR
ED
T
O
AC
HI
EV
E
EA
RT
H
RE
QU
IR
EM
EN
T
IN
N
OT
E
3.
E-516
FINAL SUBMITTAL
E15580No.RE G I
S T
ER
ED PRO F E S S I ON A L E NGI NEER
S TA T E O F C A L I F O R N I A
R I
C H A R D P . G U G G I A NA
E L E C T R I C A L
NOTES:
1. FINAL STATIC EARTH POINT LOCATIONS TO BE DETERMINED ON SITE.
2. A SEPARATE CONCRETE PAD IS TO BE INSTALLED IN UNPAVED AREAS
FOR STATIC EARTH POINT PLACEMENT. DETAILS TO BE DETERMINED
ON SITE. TO ACCOMODATE PAVEMENT MARKING MINIMUM SLAB SIZE:
600(L) x 600(W) x 100(D)
REFER TO PAVEMENT MARKING DRAWINGS FOR DETAILS.
3. NORTHERN TERRITORY WORKSAFE REQUIREMENTS ALL
VERTICAL-TYPE ELECTRODES MUST BE DRIVEN TO A MINIMUM DEPTH
OF 1.2 METERS, AS PER AS/NZS 3000 CLAUSE 5.3.6.3.
STATIC EARTH POINT SCHEDULE AS
OTHER DISCIPLINE DRAWINGS
DRAWING
No.
COORDINATES
EASTING NORTHING
CX-101 216998.74 8394549.90
CX-104 216931.221 8394412.28
CX-104 216887.992 8394326.53
CX-104 216865.00 8394280.93
STATIC EARTH POINT SCHEDULE AS
PER ELECTRICAL DRAWINGS
No.
COORDINATES
EASTING NORTHING
EA-01 216666.597 8394207.512
EA-02 216671.102 8394203.758
EA-03 216682.740 8394198.031
EA-04 216669.300 8394186.033
EA-05 216666.202 8394183.288
EA-06 216719.363 8394155.977
EA-07 216719.383 8394149.673
EA-08 216731.022 8394143.947
EA-09 216717.582 8394131.949
EA-10 216714.494 8394129.192
EA-11 216757.051 8394184.412
EA-12 216792.093 8394215.695
EA-13 216767.665 8394095.589
EA-14 216779.303 8394089.862
EA-15 216765.864 8394077.864
EA-16 216762.766 8394075.12
EA-17 216809.089 8394055.469
EA-18 216815.946 8394041.505
EA-19 216827.585 8394035.778
EA-20 216814.145 8394023.780
EA-21 216811.048 8394021.036
EA-22 216864.228 8393987.420
EA-23 216875.868 8393981.635
EA-24 216862.427 8393969.696
EA-25 216859.34 8393966.94
EA-26 216804.578 8394052.661
EA-27 216912.510 8393933.336
EA-28 216924.148 8393927.609
EA-29 216910.708 8393915.611
EA-30 216907.621 8393912.855
EA-31 216959.606 8393970.529
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
JU
L 2
GALVANIZED STEEL JUNCTION
BOX
CP BOND BOX
BOND SHUNT
ISSUE RETURN
PROVIDE JB SHUNT
BETWEEN ONE CABLE
FROM EACH PIPELINE
GALVANIZED STEEL UNISTRUT
UNISTRUT BRACKET BOLTED TO
900 X 600 CONCRETE PAD
PIPELINE CABLES #10
AWG STRANDED COPPER
WITH HMWPE (TYP)
B3
CX501
NEW PIPELINE WITH CATHODIC
PROTECTION THIS SIDE OF
FLANGE
EXISTING PIPELINE
G10 ELECTRICAL
INSULATION GASKET
G10 INSULATING SLEEVE
SS WASHER
AND NUT
G10 INSULATING WASHERSS STUD BOLT
G10 INSULATING WASHER
SS WASHER
AND NUT
NOTE:
1. PROVIDE INSULATING FLANGE KIT PER SPECIFICATION 26 42 17 SECTION 2.8.
.7
(STANDARD)
NEGATIVE TERMINAL CABLE
FLANGE WITH IF KIT
INSTALLED
CABLE PERMANENTLY
ATTACHED TO FLANGE
CONNECTION BRACKET
METALLIC HOUSING
POSITIVE TERMINAL
CONNECT POSITIVE
END DIRECTLY TO
FLANGE
CONNECTION
BRACKED
REMOVE PAINT AND CLEAN AREA
BETWEENN BRACKET AND FLANGE FACE
TO BARE METAL PRIOR TO INSTALLATION
(TYP.) INSULATING WASHERS ARE
INSTALLED BETWEEN BOLT HEAD AND
BRACKET.
G-10 INSULATING FLANGE
(IF) GASKET
AND BOLT SLEEVE
#4 AWG HMWPE
NEGATIVE CABLE
GALVANIZED STEEL JUNCTION
BOX
GALVANIZED STEEL UNISTRUT
TYPE JB SHUNTS, 8 AMP RATING, 0.01 Ω
PROVIDE COPPER BUS BARS
CONNECTED AS SHOWN
BRASS LUGS AND
STAINLESS STEEL
HARDWARE
ONE PIPELINE CABLE CONNECTS TO THIS LUG IN AJB.
OTHER PIPELINE CABLE CONNECTS TO RECTIFIER.
COMMON HEADER CABLE, #10 AWG HMWPE,
FROM AJB TO RECTIFIER
RECTIFIER PAD A3
EK501
BOLT TO CONCRETE PAD
1m
1:10
0.50
A1OVERVOLTAGE PROTECTION (OVP) INSTALLATION
SCALE: 1:10mm
C1TEST STATION INSTALLATION
SCALE: 1:10mm C3INSULATING FLANGE KIT
SCALE: 1:10mm
A3ANODE JUCTION BOX INSTALLATION
SCALE: 1:10mm
EK502
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E W
IT
H
AM
EN
DM
EN
T
JU
L
FINAL SUBMITTAL
S-002
FINAL SUBMITTAL
No
(CIVIL)
PROFE S S I ONAL ENG I NEER
1924ANDRE A TENORIO
G U A M
CERT I F ICATE
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E
W
ITH
A
ME
ND
ME
NT
JU
L 2
D N
N C
DN250-SS HYDRANT
LOOP PIPING
HYDRANT
OUTLET PIT
(TYP OF 6)
EXISTING HYDRANT LOOP
CROSSOVER VALVE PIT
DN250-SS
ISOLATION
VALVE PIT
D N
D
N
BG AG
BG
AG
AG
BG
HPV
D N
HPV
D N
H
PV
DN50
D N
N O
EXISTING HYDRANT LOOP
CROSSOVER VALVE PIT
DN250-SS
DN250-SS
DN250
FULL
PORT
NC
D N
AG BGBG AG
HPV
D N
H
PV
DN50
V25007
V2
REMOVE DN25
BLIND FLANGE
(TYP OF 2)
V2
D N
IF
DN250
FULL PORT
NO
V25006
IF
LPD
V2
DN250
FULL
PORT
NC
V25006
D N
LPD
HPV
D N
D
N
DN250-SS
RETURN TO
FILTER BUILDING
DN250-SS ISSUE
FROM FILTER
BUILDING
DN250-SS
RETURN TO
FILTER BUILDING
DN250-SS ISSUE
FROM FILTER
BUILDING
DN250
FULL PORT
NO
V25007
IF
D N
HPV
D N
IF
FU
LL
PO
R
T N
O
HPV
D N
IF
IF
IF
FINAL SUBMITTAL
REENIGNELANOISSEFORPDERETSIGER DUNCAN KEITH
ME-10502907/07/23
DN250-SS
DN250-SS
DN100-SS DN100-SS
DN100-SS DN100-SS
D N
HPV
IF
D N
HPV
LPD LPD
IF
HPV
IF
HPV
LPD LPD
IF
HPV
IF
LPD LPD
IF
LPD
IF
LPD
IF
TEE W/ PIG BARS
(TYP OF EACH
HYDRANT OUTLET PIT)
AG BG
SACRIFICIAL
ANODE
IMPRESSED
CURRENT
IMPRESSED
CURRENT
SACRIFICIAL
ANODE
C2
HYDRANT LOOP CROSSOVER VALVE PIT REMOVALS
A1
HYDRANT LOOP CROSSOVER VALVE PIT MODIFICATIONS AND HYDRANT LOOP
DN40
HPV
FULL PORT
(TYP OF 6)
BC
R
HPV
IF
DN250-SS
ESD
ESD PUSHBUTTON (TYP OF 7)
SEE ELECTRICAL
ESD
EXISTING ESD PANEL
AT CONTROL ROOM
D N
D N
D N
D N
D N
D N
D N
D N
D N
D N
D N
D N
D N
D N
V2
H
O
PV
IF V2
H
O
PV
IF V2
H
O
PV
IF
V2
H
O
PV
IF
V2
H
O
PV
IF
V2
H
O
PV
IF
DN100-SS
DN100-SS DN40
HPV
MP011
HPV
IF
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E W
IT
H
AM
EN
DM
EN
T
JU
L
BAR GRATING
(NOTE 3)
FINISH GRADE
CONCRETE WALL
PENETRATION (TYP)
DN40
HPV
DN250
FULL PORT
DN250 HYDRANT
LOOP RETURN TO
FILTER BUILDING
DN50
HPV
V25007
V25008 IF
DN250 HYDRANT
LOOP RETURN
FROM B-52 APRON
DN250
BOP
SEE SHEET CX201
DN25 DOUBLE CHECK VALVE
RELIEF ASSEMBLY (BEHIND)
NOTE 8
PIT SUMP
APPROXIMATE ROLLING
PIT COVER BOUNDARY
DN250 HYDRANT
LOOP RETURN TO
FILTER BUILDING
LADDER
EXISTING VALVE PIT
DN250 HYDRANT
LOOP ISSUE FROM
FILTER BUILDING
D N
DN250 DN250
DEMOLISH
PIGGING LOOP
NOTE 2
DN250
NOTE 2
DN25 HPV
3 200 ± 800
IF
IF
DN50 LPD
PIT SUMP
APPROXIMATE ROLLING
PIT COVER BOUNDARY
DN250 HYDRANT
LOOP RETURN TO
FILTER BUILDING
LADDER
EXISTING VALVE PIT
D N
DN250
CONCRETE WALL
PENETRATION,
NOTE 1 (TYP OF 2)
DN250 HYDRANT
LOOP ISSUE FROM
FILTER BUILDING
NOTE 2
DN250
NOTE 2
DN25 DOUBLE
CHECK VALVE
RELIEF ASSEMBLY
(TYP OF 2)
DN250 HYDRANT
LOOP RETURN
FROM B-52 APRON
DN250 HYDRANT
LOOP ISSUE TO
B-52 APRON
MP502
A1 700 ± 100
DN40 HPV
IF
IF IF
IF
CIVIL/MECHANICAL
COORDINATION
POINT, SEE CX101
CIVIL/MECHANICAL
COORDINATION
POINT, SEE CX101
DN40 HPV
NOTE 8
NOTE 8
LIMITS OF
PNEUMATIC
PIGGING
SEE NOTE 78 000
(MAX)
SHEET NOTES
1. FOR CONCRETE WALL PENETRATION DETAIL, SEE B4/MP501.
2. REMOVE DN25 BLIND FLANGE AND CONNECT CHECK VALVE
RELIEF ASSEMBLY.
3. CUT GRATING TO PASS LOW POINT DRAINS AND HIGH POINT
VENTS TO THE ELEVATION INDICATED. THERE MUST BE
25-50mm GAP BETWEEN GRATING AND FUEL PIPING OR VALVES.
GRATING MUST NOT BE IN CONTACT WITH PIPING OR VALVES.
4. FOR HIGH POINT VENT (HPV) DETAIL, SEE D1/MP501.
5. FOR INSULATING FLANGE (IF) DETAIL, SEE C3/EK502.
6. FOR CHECK VALVE RELIEF ASSEMBLY DETAIL, SEE B1/MP501.
7. PNEUMATIC PIGGING OF THE HYDRANT PIPING PROVIDED
UNDER THIS CONTRACT MUST OCCUR PRIOR TO CONNECTING
TO THE EXISTING VALVES IN THE PIT AND PRIOR TO PROVIDING
THE LAST SEVERAL METERS OF PIPING OUTSIDE THE EAST
SIDE OF THE PIT. LAUNCH AND RECEIVE PNEUMATICALLY RUN
PIGS FROM A LOCATION 3 TO 8 METERS OUTSIDE THE EAST
SIDE OF THE PIT.
8. MODIFY GRATING TO ALLOW HPV (TYP OF 2) TO PASS
THROUGH. PROVIDE 25 mm CLEARANCE BETWEEN PIPE AND
GRATING. GRATING MUST NOT BE IN CONTACT WITH PIPING.
BAND EDGES OF GRATING OPENINGS WITH BARS OF THE SAME
OR GREATER THICKNESS THAN THE METAL USED FOR
GRATING.
FINAL SUBMITTAL
REENIGNELANOISSEFORPDERETSIGER DUNCAN KEITH
ME-10502907/07/23
A1HYDRANT LOOP CROSSOVER VALVE PIT SECTION
SCALE: 1:20mm
2000mm
1:20
10000
C1HYDRANT LOOP CROSSOVER VALVE PIT PIPING DEMOLITION PLAN
SCALE: 1:20mm C4HYDRANT LOOP CROSSOVER VALVE PIT PIPING PLAN
SCALE: 1:20mm
MP502
RE
VI
SE
D
IN
A
CC
OR
DA
NC
E W
IT
H
AM
EN
DM
EN
T
JU
L
| AFLD-P500-1663847-G-105Amend0002.pdf |
| Sheets and Views |
| G-105 |
| A1 PLOT |
| AFLD-P500-1663847-G-105Amend0002_SignedFlattened.pdf |
| G-105 CONTRACTORS SITE FACILITIES AND HAUL ROAD |
File details come from the government source that posted it. Updated .