Page 1
S50434
CARABELLA PARKS
LORETTO COLLEGE 1
S31607 2
WDNO 3
1128
LED
17
775
42 CF
L
1361
42 CF
L
803
LED
17
MO
-12155
MO
-12156
MO
-12153
MO
-12154
MO
-12152
X
X
X
X
X
X
9
9
3
8
X
X
X
X
X
X
X
X
X
X
MO
-1540
NR
85-87
50
48
46
71
42
44
40
38
36
34
69
69
C
A
R
A
B
E
L
L
A
S
T
19
4140
1
903698
12061
1
499641
17
4140
18
4140
100
1154168
X
418127
71
L
V
L
V
L
V
L
V
L
V
L
V
L
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
S31607
CARABELLA PARKES No.2
LORETO MSB No.2 1
S50434 2
CARABELA STREET E N UG 3
ASSOCIATED DRAWINGS
DESIGNED BY
AUSGRID REF.
SUBMIT DATE
A1
LGAMAP REF.
of20160817
AUTH NO.
CERTIFICATION NUMBER
ASP REF.PRJTRAK No.
Level 23, 101 Miller Street,North SydneyNSW 2060Australia+61 (02) 9437 [email protected] / 3 # 3342
180484
WAYNE ARMSTRONG
3342/09
SUBMITTED 12/11/19
NORTH SYDNEY
7 P-16
MO-74
XCC015067
# # / # #AN-20168
1 5 0
ESTABLISH NEW L TYPE
1000 kVA KIOSK S31607
CARABELLA PARKES No.2
LORETO KIRRIBILLI
85 CARABELLA ST KIRRIBILLI
SITE PLAN
SCALE 1:250
GEOGRAPHICAL LOCATION
NOT TO SCALE
UBD MAP: 7 P-16
EXISTING PILLAR
TO BE REMOVED.
BRICK RENDERED FENCE
TO BE REMOVED TO
END OF SUBSTATION
EASEMENT
NEW LV PILLAR
TO REPLACE
EXISTING
CLEAR OF
SUBSTATION
EXISTING
SUBSTATION
TO REMAIN
ESTABLISH NEW
KL KIOSK SUBSTATION
ON SUSPENDED SLAB INSIDE
BOUNDARY OF PREMISES
ON A 5.3x2.05m EASEMENT
ASSET REMOVEDPole - to be removed
Column - to be removed
SL - to be removed
OH Mains - to be removed
UG Mains - to be removed
USL - to be removed
Pole Sub - to be removed
Joint - to be removed
X
X X
PROPOSED EXISTINGPole
SL Standard
Pillar Standard
LV Pillar
LV Link Pillar
Streetlight
Streetlight - PEC
PROPOSED EXISTINGUSL
ABS
IDT
Kiosk Sub
Chamber Sub
Pole Sub
Two Pole Sub
PROPOSED EXISTINGUGOH Pot End
Joint Sealed End
Conduit
OH Lines UG Cables
UGOH Pot End
Joint Sealed End
Conduit
OH Lines UG Cables
H V
L V
S L
S V S V
H V
L V
S L
S V S V
WARNING
· THIS DESIGN CANNOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE LOCATION OF ALL EXISTING
SERVICES IS VERIFIED.
· THE INFORMATION PROVIDED IN THIS DESIGN MUST BE CHECKED ON SITE AND THE MOST CURRENT
INFORMATION ON THE CONFIGURATION OF ALL SERVICES, INCLUDING AUSGRID'S NETWORK, MUST BE VERIFIED
IMMEDIATELY BEFORE CONSTRUCTION COMMENCES BY CONTACTING DIAL-BEFORE-YOU-DIG BY TELEPHONE ON
1100 OR AT www.1100.com.au.
· DIAL-BEFORE-YOU-DIG INFORMATION MUST NOT BE OLDER THAN 20 BUSINESS DAYS AT THE TIME OF
CONSTRUCTION.
· DUE CONSIDERATION OF EXISTING SERVICES HAS BEEN CARRIED OUT IN DESIGN. HOWEVER, THE PROJECT
CONSTRUCTOR IS WHOLLY RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF EXISTING SERVICES &
SURVEY WORKS BEFORE CONSTRUCTION. NO RESPONSIBILITY OR LIABILITY WILL BE ACCEPTABLE OF
INFORMATION GIVEN OR DAMAGE TO EXISTING SERVICES IN THE VICINITY OF THE WORKS.
NOTES:
· ALL WORKS TO BE IN ACCORDANCE WITH LATEST AUSGRID NETWORK STANDARDS & AUSGRID STANDARD DRAWINGS.
· CLAIMS FOR VARIATIONS TO THE COST OF NON-CONTESTABLE WORKS, INCLUDING ROCK EXCAVATION, WILL NOT BE
ACCEPTED UNLESS VERIFIED ON SITE BY AUSGRID WHILE THE WORKS ARE IN PROGRESS.
· THE ASP1 IS RESPONSIBLE FOR UNDERTAKING SATISFACTORY CONSULTATION WITH ALL LOCAL CUSTOMERS WHO MAY
POTENTIALLY BE AFFECTED BY THE CONSTRUCTION WORKS INCLUDING ALL ALTERATIONS TO SERVICE MAINS.
· THE ASP/1 MUST MINIMISE THE IMPACT OF THE WORKS ON THE ELECTRICITY SUPPLY TO CUSTOMERS AND INTERRUPTIONS
TO SUPPLY MUST BE AVOIDED WHEREVER POSSIBLE. AT LEAST FOUR (4) CLEAR BUSINESS DAYS NOTICE MUST BE
PROVIDED TO ALL AFFECTED CUSTOMERS PRIOR TO ANY PLANNED INTERRUPTIONS TO THE ELECTRICITY SUPPLY. NOTICE
MUST BE IN WRITING IN ACCORDANCE WITH CLAUSE 90 OF THE NATIONAL ENERGY RETAIL RULES.
· SPECIFIC PRIOR APPROVAL MUST BE SOUGHT FROM AUSGRID FOR ANY PLANNED ELECTRICITY SUPPLY INTERRUPTIONS
WHERE THE PLANNED INTERRUPTION WILL EXCEED ONE (1) HOUR IN DURATION OR THE DURATION WILL BE LESS THAN ONE
HOUR, BUT A SUITABLE TIME FOR THE INTERRUPTION CANNOT BE MUTUALLY AGREED TO WITH THE AFFECTED
CUSTOMER(S).
· THE ASP/1 IS TO MAINTAIN ADEQUATE PUBLIC LIGHTING LEVELS FOR THE DURATION OF THE WORKS. IF NECESSARY, THE
ASP/1 IS TO ARRANGE FOR SUITABLE TEMPORARY STREET LIGHTING TO BE PROVIDED UNTIL PERMANENT LIGHTING IS
RE-ESTABLISHED.
· THE ASP1 IS REQUIRED TO COMPLY WITH THE CORRECT PROCEDURE(S) FOR WORKING WITH AND/OR NEAR ASBESTOS
MATERIAL (REFER TO AUSGRID NUS 211 - WORKING WITH ASBESTOS PRODUCTS).
· FOR IDENTIFICATION AND JOINTING PURPOSES, ALL CABLE ENDS SHALL BE LABELLED AT THE TERMINATIONS AND IN JOINT
BAYS DURING CABLE INSTALLATION. THE CABLES MUST BE LABELED AS PER THE CERTIFIED DESIGN DRAWING.
· ALL FOOTWAYS, ROADWAYS AND NATURE STRIPS TO BE REINSTATED IN ACCORDANCE WITH LOCAL COUNCIL
REQUIREMENTS AND NS130.
· BACKFILL MATERIAL TO BE INSTALLED IN ACCORDANCE WITH NS130.
· UNDERGROUND SERVICES CHECK MUST BE CARRIED OUT PRIOR TO EXCAVATION.
· PROVIDE PEDESTRIAN AND VEHICLE ACCESS AS PER COUNCIL REQUIREMENTS FOR THE DURATION OF CONSTRUCTION.
· ASP/1 TO ADHERE TO REQUIRED CONDITIONS BY ALL 3rd PARTY ASSETS OWNERS.
· THIS INFORMATION INCLUDES DATA FROM THE NSW DIGITAL CADASTRAL DATABASE BY LAND & PROPERTY INFORMATION
©2016. USED UNDER CREATIVE COMMONS LICENSE VERSION 4.0
· ALL REDUNDANT EQUIPMENT TO BE REMOVED FROM SERVICE AND RETURNED TO AUSGRID'S NEAREST DEPOT.
· DO NOT PLACE ANY RELIANCE ON ANY QUANTITIES OR DIMENSIONS GIVEN IN THESE DRAWINGS. QUANTITY & DIMENSIONS
ARE BASED ON DESIGN INFORMATION & SITE CONDITIONS AT THE TIME OF THE DESIGN. AS QUANTITIES & DIMENSIONS ARE
SUBJECT TO CHANGE, THE BUILDER OF THIS PROJECT MUST CHECK ALL QUANTITIES & DIMENSIONS ON SITE PRIOR TO
TENDERING & CONSTRUCTION.
Streetlight - Replace
ASP LEVEL 2 WORK
ALL LEVEL 2 ASP WORK DEPICTED ON THIS DRAWING IS SHOWN FOR
INFORMATION PURPOSES ONLY AND DOES NOT FORM PART OF THE CERTIFIED
DESIGN.
DETAIL A
0 METRES
SCALE 1 : 250
20
5
10
15 25
CHECK FOR OTHER SERVICES BEFORE BORING OR EXCAVATION
AutoCAD SHX Text
CAD DRAWING
AutoCAD SHX Text
DO NOT MANUALLY AMEND
AutoCAD SHX Text
A M E N D M E N T S
AutoCAD SHX Text
AUSGRID PROJECT No.
AutoCAD SHX Text
19068 - A01 SUBSTATION PLAN, ELEVATION AND SECTION
AutoCAD SHX Text
19068 - S01 NOTES
AutoCAD SHX Text
19068 - S02 SUBSTATION LAYOUT AND DETAILS
AutoCAD SHX Text
CONFIRMATION OF DISPENSATION FOR SITE PLAN B-26/9/19
Page 2
MO
-1540
L
V
L
V
L
V
L
V
L
V
L
V
L
V
L
V
L
V
L
V
L
V
L
V
L
V
L
V
L
V
L
V
L
V
L
V
L
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
H
V
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
MO
-1540
ASSOCIATED DRAWINGS
DESIGNED BY
AUSGRID REF.
SUBMIT DATE
A1
LGAMAP REF.
of20160817
AUTH NO.
CERTIFICATION NUMBER
ASP REF.PRJTRAK No.
Level 23, 101 Miller Street,North SydneyNSW 2060Australia+61 (02) 9437 [email protected] / 3 # 3342
180484
WAYNE ARMSTRONG
3342/09
SUBMITTED 12/11/19
NORTH SYDNEY
7 P-16
MO-74
XCC015067
# # / # #AN-20168
2 5 0
ESTABLISH NEW L TYPE
1000 kVA KIOSK S31607
CARABELLA PARKES No.2
LORETO KIRRIBILLI
85 CARABELLA ST KIRRIBILLI
DETAIL A - PROPOSED
SCALE 1:100
DETAIL A - EXISTING
SCALE 1:100
0
2
METRES
SCALE 1 : 100
4
6
8
10
0
2
METRES
SCALE 1 : 100
4
6
8
10
ASSET REMOVEDPole - to be removed
Column - to be removed
SL - to be removed
OH Mains - to be removed
UG Mains - to be removed
USL - to be removed
Pole Sub - to be removed
Joint - to be removed
X
X X
PROPOSED EXISTINGPole
SL Standard
Pillar Standard
LV Pillar
LV Link Pillar
Streetlight
Streetlight - PEC
PROPOSED EXISTINGUSL
ABS
IDT
Kiosk Sub
Chamber Sub
Pole Sub
Two Pole Sub
PROPOSED EXISTINGUGOH Pot End
Joint Sealed End
Conduit
OH Lines UG Cables
UGOH Pot End
Joint Sealed End
Conduit
OH Lines UG Cables
H V
L V
S L
S V S V
H V
L V
S L
S V S V
WARNING
· THIS DESIGN CANNOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE LOCATION OF ALL EXISTING SERVICES IS VERIFIED.
· THE INFORMATION PROVIDED IN THIS DESIGN MUST BE CHECKED ON SITE AND THE MOST CURRENT INFORMATION ON THE
CONFIGURATION OF ALL SERVICES, INCLUDING AUSGRID'S NETWORK, MUST BE VERIFIED IMMEDIATELY BEFORE CONSTRUCTION
COMMENCES BY CONTACTING DIAL-BEFORE-YOU-DIG BY TELEPHONE ON 1100 OR AT www.1100.com.au.
· DIAL-BEFORE-YOU-DIG INFORMATION MUST NOT BE OLDER THAN 20 BUSINESS DAYS AT THE TIME OF CONSTRUCTION.
· DUE CONSIDERATION OF EXISTING SERVICES HAS BEEN CARRIED OUT IN DESIGN. HOWEVER, THE PROJECT CONSTRUCTOR IS WHOLLY
RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF EXISTING SERVICES & SURVEY WORKS BEFORE CONSTRUCTION. NO
RESPONSIBILITY OR LIABILITY WILL BE ACCEPTABLE OF INFORMATION GIVEN OR DAMAGE TO EXISTING SERVICES IN THE VICINITY OF THE
WORKS.
ASP LEVEL 2 WORK
ALL LEVEL 2 ASP WORK DEPICTED ON THIS DRAWING IS
SHOWN FOR INFORMATION PURPOSES ONLY AND DOES
NOT FORM PART OF THE CERTIFIED DESIGN.
UNDERGROUND CONSTRUCTION WORKS SCHEDULE (INSERT DETAILS OF UNDERGROUND DESIGN SOFTWARE USED)
REF.
IDENTIFIER
ROUTE
DISTANCE
(m)
CIRCUIT
VOLTAGE
CONDUCTOR OR ASSET DETAIL
CONDUCTOR
CODE /
STOCK CODE
MIN. INTERNAL
BENDING
RADIUS (mm)
DURING
INSTALLATION
MIN. INTERNAL BENDING
RADIUS (mm)
AFTER INSTALLATION
CALCULATED MAX.
PULLING TENSION (kN)
DURING INSTALLATION
CONSTRUCTION DETAIL
A - 11kV
1 x 1000kVA 'KL' TYPE KIOSK SUBSTATION
S.31607 CARABELLA PARKES No.2
- - - - ESTABLISH 1000kVA 'KL' TYPE KIOSK SUBSTATION S.31607 CARABELLA PARKES No.2
B - 11kV
EXISTING 'KL' TYPE KIOSK SUBSTATION S.50434
CARABELLA PARKES
- - - -
DISCONNECT EXISTING DISTRIBUTOR 2. CONNECT NEW DISTRIBUTOR 2. RE-LABEL
DISTRIBUTOR 2 'S.31607'.
C - LV
DOUBLE LINK PILLAR (LV1-60)
- - - -
INSTALL DOUBLE LINK PILLAR, TYPE (LV1-60), LABEL NEW PILLAR MO-1540. TERMINATE
DISTRIBUTOR CABLES AS PER PILLAR CONFIG ON SHT 2
D - LV
DOUBLE LINK PILLAR (LV1-60)
- - - -
RECOVER EXISTING DOUBLE LINK PILLAR MO-1540, DISCONNECT EXISTING
DISTRIBUTORS
E - LV
STRAIGHT THROUGH JOINT (LV2-35)
- - - -
INSTALL STJ (LV2-35) - 240AL4 TO 240AL4
F - LV
STRAIGHT THROUGH JOINT (LV2-35)
- - - -
INSTALL STJ (LV2-35) - 240AL4 TO 240AL4
G - HV
THREE TO ONE TRANSITION JOINT (HV2-28)
- - - -
INSTALL 3-1 TRANSITION JOINT (HV2-28), 33kV 161CU3 PILC TO 300 CU1 TRIPLEX
H - HV
THREE TO ONE TRANSITION JOINT (HV2-28)
- - - -
INSTALL 3-1 TRANSITION JOINT (HV2-28), 33kV 161CU3 PILC TO 300 CU1 TRIPLEX
A-B 15m LV 1 x 415V 240 AL4 XQ Z / SAC 141739 600 390 -
INSTALL NEW LV CABLE BURIED DIRECT. ALLOW SUFFICIENT CABLE FOR
TERMINATION AT BOTH SUBSTATIONS
A-C 13m LV 1 x 415V 240 AL4 XQ Z / SAC 141739 600 390 -
INSTALL NEW LV CABLE BURIED DIRECT. ALLOW SUFFICIENT CABLE FOR
TERMINATION AT PILLAR AND SUBSTATION
A-G 30m 11kV 3 x 300 CU1 TRIPLEX 179122
1275 (BUNDLED)
960 (PHASE)
850 (BUNDLED)
575 (PHASE)
0.83kN/13.83kN MAX.
INSTALL NEW 11kV CABLE IN CONDUITS AS PER SECTIONS
ALLOW SUFFICIENT CABLE FOR JOINT AT H AND TERMINATION AT SUBSTATION
A-H 30m 11kV 3 x 300 CU1 TRIPLEX 179122
1275 (BUNDLED)
960 (PHASE)
850 (BUNDLED)
575 (PHASE)
0.83kN/13.83kN MAX.
INSTALL NEW 11kV CABLE IN CONDUITS AS PER SECTIONS
ALLOW SUFFICIENT CABLE FOR JOINT AT H AND TERMINATION AT SUBSTATION
TRENCH CROSS SECTIONS
NOT TO SCALE
1 - EXISTING SPARE Ø50mm UPVC CONDUIT
2 - EXISTING 11kv CABLE
IN EXISTING Ø200mm UPVC CONDUIT
3 - EXISTING 11kv CABLE
IN EXISTING Ø200mm UPVC CONDUIT
4 - NEW 11kV 3x300CU1 TX CABLE
IN EXISTING Ø200mm UPVC CONDUIT
(REMOVE REDUNDANT LV MAINS)
5 - NEW 11kV 3x300CU1 TX CABLE
IN EXISTING Ø200mm UPVC CONDUIT
SECTION A-A
700
2 3
54
COVER
1
FINISHED FOOTWAY SURFACE LEVEL
1 - EXISTING SPARE Ø50mm UPVC CONDUIT
2 - EXISTING 11kv CABLE
IN EXISTING Ø200mm UPVC CONDUIT
3 - EXISTING 11kv CABLE
IN EXISTING Ø200mm UPVC CONDUIT
4 - NEW 11kV 3x300CU1 TX CABLE
BURIED DIRECT
5 - NEW 11kV 3x300CU1 TX CABLE
IN EXISTING Ø200mm UPVC CONDUIT
SECTION B-B
700
2 3
54
COVER
1
FINISHED FOOTWAY SURFACE LEVEL
1 - EXISTING SPARE Ø50mm UPVC CONDUIT
2 - EXISTING 11kv CABLE
IN EXISTING Ø200mm UPVC CONDUIT
3 - EXISTING 11kv CABLE
IN EXISTING Ø200mm UPVC CONDUIT
4 - NEW 11kV 3x300CU1 TX CABLE
IN EXISTING Ø200mm UPVC CONDUIT
5 - NEW 11kV 3x300CU1 TX CABLE
IN EXISTING Ø200mm UPVC CONDUIT
SECTION C-C
700
2 3
54
COVER
1
FINISHED ROADWAY SURFACE LEVEL
A
B
C
D
E
F
G
H
A
A
B
B
C
C
0
.
0
m
3
.
8
m
1
1
.
1
m
0
.
0
m
6
.
7
m
6
.
7
m
DISPENSATION GRANTED
FOR SITE PLAN B 26/09/19
AutoCAD SHX Text
CAD DRAWING
AutoCAD SHX Text
DO NOT MANUALLY AMEND
AutoCAD SHX Text
A M E N D M E N T S
AutoCAD SHX Text
AUSGRID PROJECT No.
AutoCAD SHX Text
19068 - A01 SUBSTATION PLAN, ELEVATION AND SECTION
AutoCAD SHX Text
19068 - S01 NOTES
AutoCAD SHX Text
19068 - S02 SUBSTATION LAYOUT AND DETAILS
AutoCAD SHX Text
CONFIRMATION OF DISPENSATION FOR SITE PLAN B-26/9/19
Page 3
ASSOCIATED DRAWINGS
DESIGNED BY
AUSGRID REF.
SUBMIT DATE
A1
LGAMAP REF.
of20160817
AUTH NO.
CERTIFICATION NUMBER
ASP REF.PRJTRAK No.
Level 23, 101 Miller Street,North SydneyNSW 2060Australia+61 (02) 9437 [email protected] / 3 # 3342
180484
WAYNE ARMSTRONG
3342/09
SUBMITTED 12/11/19
NORTH SYDNEY
7 P-16
MO-74
XCC015067
# # / # #AN-20168
3 5 0
ESTABLISH NEW L TYPE
1000 kVA KIOSK S31607
CARABELLA PARKES No.2
LORETO KIRRIBILLI
85 CARABELLA ST KIRRIBILLI
SCS
CARABELLA
PARKES No.2
31607
HV SYSTEM DIAGRAM - PROPOSED
NORTH SYDNEY ZONE PANEL 110
HV SYSTEM DIAGRAM - EXISTING
NORTH SYDNEY ZONE PANEL 110
KIOSK SUBSTATION DETAILS
SUBSTATION NAME: CARABELLA PARKES No.2
SUBSTATION NUMBER: 31607
ADDRESS: 85 CARABELLA ST KIRRIBILLI
SUBSTATION TYPE: KL
SIZE (kVA):
1000
VECTOR GROUP:
Dyn1
TAP SETTING: 11000 / 433 TAP 4
HV SWITCHGEAR: SCHNEIDER ELECTRIC RMI
HV FUSE DETAILS: 100A SIBA 30.20.93.100
LOAD CYCLE: COMMERCIAL
PHASING DETAIL:
PHASING TO BE VERIFIED ON SITE AND TO MATCH
EXISTING NETWORK
LOW VOLTAGE BOARD: 1600 / 400 /400
TRANSF. LV LINK RATING: 2000A
CCT1 LV FUSE SIZE (Amps):
1600
CCT2 LV FUSE SIZE (Amps):
400
CCT3 LV FUSE SIZE (Amps):
400
CONFIGURE AS Dyn11:
NO
EARTHING REQUIREMENTS: AS PER NS116 - SME
SUBSTATION PIERING:
AS PER NS141 DRAWING 151572 AND SITE
SPECIFIC SUSPENDED SLAB ARRANGEMENT
EASEMENT PLAN DETAIL:
AS PER NS143 AND SITE SPECIFIC EASEMENT
ARRANGEMENT
A B
S.1641
CARABELLA ST
TO:S.3198
WILLOUGHBY
McDOUGALL
LV DISTRIBUTOR DETAILS
DIST DESTINATION
1
LORETO MSB No.2 (1600 / 1600)
2
S.50434 (400 / 400)
3
CARABELLA ST E N UG (400 / 400)
1 2 3
31607
CARABELLA PARKES No.2
400
400
400
400
1600
1600
S
eSC
1000kVA
WARNING
· THIS DESIGN CANNOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE LOCATION OF ALL EXISTING
SERVICES IS VERIFIED.
· THE INFORMATION PROVIDED IN THIS DESIGN MUST BE CHECKED ON SITE AND THE MOST CURRENT
INFORMATION ON THE CONFIGURATION OF ALL SERVICES, INCLUDING AUSGRID'S NETWORK, MUST BE VERIFIED
IMMEDIATELY BEFORE CONSTRUCTION COMMENCES BY CONTACTING DIAL-BEFORE-YOU-DIG BY TELEPHONE ON
1100 OR AT www.1100.com.au.
· DIAL-BEFORE-YOU-DIG INFORMATION MUST NOT BE OLDER THAN 20 BUSINESS DAYS AT THE TIME OF
CONSTRUCTION.
· DUE CONSIDERATION OF EXISTING SERVICES HAS BEEN CARRIED OUT IN DESIGN. HOWEVER, THE PROJECT
CONSTRUCTOR IS WHOLLY RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF EXISTING SERVICES &
SURVEY WORKS BEFORE CONSTRUCTION. NO RESPONSIBILITY OR LIABILITY WILL BE ACCEPTABLE OF
INFORMATION GIVEN OR DAMAGE TO EXISTING SERVICES IN THE VICINITY OF THE WORKS.
ASP LEVEL 2 WORK
ALL LEVEL 2 ASP WORK DEPICTED ON THIS DRAWING IS SHOWN FOR
INFORMATION PURPOSES ONLY AND DOES NOT FORM PART OF THE CERTIFIED
DESIGN.
To LINK BOX
9872
To S.1641
FROM
S.31607
PROPOSED PILLAR
MO-1540
TO S.35538
TEE S.1015
TO S.6526
TO S.35538
TEE S.1015
e
TO S.6526
KIOSK SUBSTATION DETAILS
SUBSTATION NAME: CARABELLA PARKES
SUBSTATION NUMBER: 50434
ADDRESS: 85 CARABELLA ST KIRRIBILLI
SUBSTATION TYPE: KL
SIZE (kVA):
1000
VECTOR GROUP:
Dyn1
TAP SETTING: EXISTING
HV SWITCHGEAR: EXISTING
HV FUSE DETAILS: EXISTING
LOAD CYCLE: COMMERCIAL
PHASING DETAIL: EXISTING
LOW VOLTAGE BOARD: 1600 / 400 /400
TRANSF. LV LINK RATING: 2000A
CCT1 LV FUSE SIZE (Amps):
1600
CCT2 LV FUSE SIZE (Amps):
400
CCT3 LV FUSE SIZE (Amps):
400
CONFIGURE AS Dyn11:
NO
EARTHING REQUIREMENTS: EXISTING
SUBSTATION PIERING: EXISTING
EASEMENT PLAN DETAIL: EXISTING
A B
S.78802
ELAMANG PEEL
TO:S.4858
CARABELLA
FITZROY
LV DISTRIBUTOR DETAILS
DIST DESTINATION
1
LORETO COLLEGE (1600 / 1600)
2
S.31607 N/O (400 / 400)
3
WDNO (400 / 0)
1 2 3
50434
CARABELLA PARKES
400
400
400
0
1600
1600
AS
e
1000kVA
PROPOSED KIOSK SUBSTATION
EXISTING KIOSK SUBSTATION
WITH CHANGES REQUIRED DENOTED IN BLUE
30
30
OPEN
CLOSED
O
AutoCAD SHX Text
CAD DRAWING
AutoCAD SHX Text
DO NOT MANUALLY AMEND
AutoCAD SHX Text
A M E N D M E N T S
AutoCAD SHX Text
AUSGRID PROJECT No.
AutoCAD SHX Text
19068 - A01 SUBSTATION PLAN, ELEVATION AND SECTION
AutoCAD SHX Text
19068 - S01 NOTES
AutoCAD SHX Text
19068 - S02 SUBSTATION LAYOUT AND DETAILS
AutoCAD SHX Text
CONFIRMATION OF DISPENSATION FOR SITE PLAN B-26/9/19
Page 4
9872
9873
9806
9938
1
2
1
4
2
9869
9870
9808
0
0
0
0
ELA
MA
NG
PE
EL
S78802
CARABELLA PARKS
LORETTO COLLEGE 1
CARABELA STREET E N UG 2
WDNO 3
S50434
CA
RA
BE
LLA S
T.
S1641
JEF
FR
EY
S K
IRR
IBIL
LI
S36005
3
x
3
2
3
A
L
&
1
x
1
9
4
A
L
1
8
5
C
U
1
2
4
0
A
L
3
x
3
2
3
A
L
&
1
x
1
9
4
A
L
1
8
5
C
U
1
1
8
5
1
9
4
A
L
1
8
5
1
9
4
A
L
1
8
5
1
8
5
1
9
4
A
L
3
0
0
A
L
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PE
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S78802
CARABELLA PARKS
LORETTO COLLEGE 1
CARABELA STREET E N UG 2
WDNO 3
S50434
CA
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BE
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T.
S1641
JEF
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S31607
CARABELLA PARKES No.2
LORETO MSB No.2 1
S50434 2
CARABELA STREET E N UG 3
0
ASSOCIATED DRAWINGS
DESIGNED BY
AUSGRID REF.
SUBMIT DATE
A1
LGAMAP REF.
of20160817
AUTH NO.
CERTIFICATION NUMBER
ASP REF.PRJTRAK No.
Level 23, 101 Miller Street,North SydneyNSW 2060Australia+61 (02) 9437 [email protected] / 3 # 3342
180484
WAYNE ARMSTRONG
3342/09
SUBMITTED 12/11/19
NORTH SYDNEY
7 P-16
MO-74
XCC015067
# # / # #AN-20168
4 5 0
ESTABLISH NEW L TYPE
1000 kVA KIOSK S31607
CARABELLA PARKES No.2
LORETO KIRRIBILLI
85 CARABELLA ST KIRRIBILLI
LV NETWORK - EXISTING
NOT TO SCALE
LV GEOSCHEMATIC EXISTING
LV UG Cable
LV OH Cable
UG Cable Joint
Tee
UGOH
Termination
Main Section
IDT
Shackle Point
Fuse
Link
Open Point
UG Link Box
LV Pillar
LV Link/Switch Pillar
Kiosk Substation
Pole Mounted Substation
Chamber Substation
Link Box Internals
LV GEOSCHEMATIC PROPOSED
switch_number
1
2
4
3
NUM ?
LV UG Cable
LV OH Cable
UG Cable Joint
Tee
UGOH
Termination
Main Section
IDT
Shackle Point
Fuse
Link
Open Point
UG Link Box
LV Pillar
LV Link/Switch Pillar
Kiosk Substation
Pole Mounted Substation
Chamber Substation
Link Box Internals
switch_number
1
2
4
3
NUM ?
LV NETWORK - PROPOSED
NOT TO SCALE
S31607
WARNING
· THIS DESIGN CANNOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE LOCATION OF ALL EXISTING SERVICES IS VERIFIED.
· THE INFORMATION PROVIDED IN THIS DESIGN MUST BE CHECKED ON SITE AND THE MOST CURRENT INFORMATION ON THE CONFIGURATION OF ALL
SERVICES, INCLUDING AUSGRID'S NETWORK, MUST BE VERIFIED IMMEDIATELY BEFORE CONSTRUCTION COMMENCES BY CONTACTING
DIAL-BEFORE-YOU-DIG BY TELEPHONE ON 1100 OR AT www.1100.com.au.
· DIAL-BEFORE-YOU-DIG INFORMATION MUST NOT BE OLDER THAN 20 BUSINESS DAYS AT THE TIME OF CONSTRUCTION.
· DUE CONSIDERATION OF EXISTING SERVICES HAS BEEN CARRIED OUT IN DESIGN. HOWEVER, THE PROJECT CONSTRUCTOR IS WHOLLY RESPONSIBLE
FOR VERIFYING THE EXACT LOCATION OF EXISTING SERVICES & SURVEY WORKS BEFORE CONSTRUCTION. NO RESPONSIBILITY OR LIABILITY WILL BE
ACCEPTABLE OF INFORMATION GIVEN OR DAMAGE TO EXISTING SERVICES IN THE VICINITY OF THE WORKS.
ASP LEVEL 2 WORK
ALL LEVEL 2 ASP WORK DEPICTED ON THIS DRAWING IS
SHOWN FOR INFORMATION PURPOSES ONLY AND DOES
NOT FORM PART OF THE CERTIFIED DESIGN.
AutoCAD SHX Text
CAD DRAWING
AutoCAD SHX Text
DO NOT MANUALLY AMEND
AutoCAD SHX Text
A M E N D M E N T S
AutoCAD SHX Text
AUSGRID PROJECT No.
AutoCAD SHX Text
19068 - A01 SUBSTATION PLAN, ELEVATION AND SECTION
AutoCAD SHX Text
19068 - S01 NOTES
AutoCAD SHX Text
19068 - S02 SUBSTATION LAYOUT AND DETAILS
AutoCAD SHX Text
CONFIRMATION OF DISPENSATION FOR SITE PLAN B-26/9/19
Page 5
71 71
ASSOCIATED DRAWINGS
DESIGNED BY
AUSGRID REF.
SUBMIT DATE
A1
LGAMAP REF.
of20160817
AUTH NO.
CERTIFICATION NUMBER
ASP REF.PRJTRAK No.
Level 23, 101 Miller Street,North SydneyNSW 2060Australia+61 (02) 9437 [email protected] / 3 # 3342
180484
WAYNE ARMSTRONG
3342/09
SUBMITTED 12/11/19
NORTH SYDNEY
7 P-16
MO-74
XCC015067
# # / # #AN-20168
5 5 0
ESTABLISH NEW L TYPE
1000 kVA KIOSK S31607
CARABELLA PARKES No.2
LORETO KIRRIBILLI
85 CARABELLA ST KIRRIBILLI
CHECK FOR OTHER SERVICES BEFORE BORING OR EXCAVATION
SUBSTATION PLAN
WARNING
· THIS DESIGN CANNOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE LOCATION OF ALL EXISTING SERVICES IS VERIFIED.
· THE INFORMATION PROVIDED IN THIS DESIGN MUST BE CHECKED ON SITE AND THE MOST CURRENT INFORMATION ON THE CONFIGURATION OF ALL
SERVICES, INCLUDING AUSGRID'S NETWORK, MUST BE VERIFIED IMMEDIATELY BEFORE CONSTRUCTION COMMENCES BY CONTACTING
DIAL-BEFORE-YOU-DIG BY TELEPHONE ON 1100 OR AT www.1100.com.au.
· DIAL-BEFORE-YOU-DIG INFORMATION MUST NOT BE OLDER THAN 20 BUSINESS DAYS AT THE TIME OF CONSTRUCTION.
· DUE CONSIDERATION OF EXISTING SERVICES HAS BEEN CARRIED OUT IN DESIGN. HOWEVER, THE PROJECT CONSTRUCTOR IS WHOLLY RESPONSIBLE
FOR VERIFYING THE EXACT LOCATION OF EXISTING SERVICES & SURVEY WORKS BEFORE CONSTRUCTION. NO RESPONSIBILITY OR LIABILITY WILL BE
ACCEPTABLE OF INFORMATION GIVEN OR DAMAGE TO EXISTING SERVICES IN THE VICINITY OF THE WORKS.
ASP LEVEL 2 WORK
ALL LEVEL 2 ASP WORK DEPICTED ON THIS DRAWING IS
SHOWN FOR INFORMATION PURPOSES ONLY AND DOES
NOT FORM PART OF THE CERTIFIED DESIGN.
N
O
V
E
N
T
I
L
A
T
I
O
N
S
Y
S
T
E
M
S
W
I
T
H
I
N
6
m
R
E
S
T
R
I
C
T
I
O
N
Z
O
N
E
M
I
N
I
M
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2
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F
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E
R
A
T
E
D
R
E
S
T
R
I
C
T
I
O
N
Z
O
N
E
5
3
0
0
2
0
5
0
3
m
3
m
6
m
6
m
X
X
Y
Y
600
5300
1300
6m
3m
2050
NO BUILDING VENTILATION
SYSTEMS ARE WITHIN 6m OF THE
SUBSTATION HOUSING
SECTION Y-YSECTION X-X
ALL WORKS TO BE UNDERTAKEN WITH AUSGRID'S NETWORK STANDARDS
NO WINDOWS ARE WITHIN 3m OF
THE SUBSTATION HOUSING
UNLESS PROTECTED BY
RETAINING WALL. ANY PORTION
OF A BUILDING WITHIN 3m OF THE
SUBSTATION HOUSING MUST HAVE
min. FRL 120/120/120
3m
6m
RL 35.55
0
2
METRES
SCALE 1 : 100
4
6
8
10
C
A
R
A
B
E
L
L
A
S
T
LORETO KIRRIBILLI
1
0
m
N
O
H
Y
D
R
A
N
T
W
I
T
H
I
N
1
0
m
R
E
S
T
R
I
C
T
I
O
N
Z
O
N
E
EXISTING WALL
TO BE REMOVED
IN FRONT OF SUBSTATION
REINFORCED CONCRETE
BLOCK RETAINING WALL
SUBSTATION LOCATED ON
SUSPENDED SLAB
EASEMENT PLAN
5
7
0
0
2
2
5
0
0
2
METRES
SCALE 1 : 100
4
6
8
10
C
A
R
A
B
E
L
L
A
S
T
LORETO KIRRIBILLI
4
5
2
3
STANDARD SITE PLAN
B EASEMENT
5300 X 2050
(DISPENSATION GRANTED
FOR SITE PLAN B 26/09/19)
ADDITIONAL EASEMENT
ENCOMPASSING
RETAINING WALL
RL 35.43
RL 35.55
RL 35.33
RL 33.94
COMPACTED
FILL
KIOSK PIERS
SOCKETED TO SLAB
SUSPENDED SLAB
PIER FOR
SUSPENDED SLAB
RL 35.43
REINFORCED
CONCRETE BLOCK
RETAINING WALL
WINDOW
BOTTOM/TOP
BEHIND BLADE
WALL
EXISTING BUILDING
OUTLINE
EXISTING RETAINING WALL
EXISTING MSB
0
2
METRES
SCALE 1 : 100
4
6
8
10
MINIMUM 5.4m
LONG EARTH ROD
(SME EARTHING)
SURFACE FINISH TO BE OF APPROVED
AUSGRID MATERIALS ONLY. BLUE
METAL, LAWN GRASS, PINE BARK
WOODCHIPS OR PAVERS ONLY.
ADDITIONAL 2 OFF 1x1m
EASEMENT FOR
EARTH RODS
AT SUSPENDED SLAB
LEVEL AND BELOW
1
1
3
6
2
4
4
0
5
0
6
EXISTING WINDOW
SET BACK FROM
BUILDING OUTLINE
WINDOW SET BACK
FROM BLADE WALL
AutoCAD SHX Text
CAD DRAWING
AutoCAD SHX Text
DO NOT MANUALLY AMEND
AutoCAD SHX Text
A M E N D M E N T S
AutoCAD SHX Text
AUSGRID PROJECT No.
AutoCAD SHX Text
19068 - A01 SUBSTATION PLAN, ELEVATION AND SECTION
AutoCAD SHX Text
19068 - S01 NOTES
AutoCAD SHX Text
19068 - S02 SUBSTATION LAYOUT AND DETAILS
AutoCAD SHX Text
CONFIRMATION OF DISPENSATION FOR SITE PLAN B-26/9/19
Page 6
34.25
34.29
34.26
34.26
34.27
35.30
35.32
34.41
CONSULTING ENGINEERS PTY. LTD.MICHAEL ELL
AutoCAD SHX Text
TELSTRA PIT
AutoCAD SHX Text
306%%d 08' 00" ~ 10.945
AutoCAD SHX Text
MODERN FOUR STOREY
AutoCAD SHX Text
BRICK & REINFORCED
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
EDGE ROOF
AutoCAD SHX Text
SUBSTATION
AutoCAD SHX Text
INSTRUMENT PANEL
AutoCAD SHX Text
CONCRETE RAMP
AutoCAD SHX Text
SUBSTATION
AutoCAD SHX Text
DEMOLISH EXISTING WALL
AutoCAD SHX Text
BOUNDARY LINE
AutoCAD SHX Text
EXISTING WALL
AutoCAD SHX Text
REO. REFER
AutoCAD SHX Text
CARABELLA STREET (FOOTPATH)
AutoCAD SHX Text
EASEMENT BOUNDARY
AutoCAD SHX Text
SUBSTATION
AutoCAD SHX Text
SUBSTATION
AutoCAD SHX Text
SANDSTONE
AutoCAD SHX Text
SANDSTONE
AutoCAD SHX Text
75mm COVER TO BAR ENDS
AutoCAD SHX Text
File No.
AutoCAD SHX Text
Approved
AutoCAD SHX Text
for Michael Ell Consulting Engineers Pty. Ltd.
AutoCAD SHX Text
B.E. (Civil) M.I.E. (AUST) C.P. Eng. Registered on NPER-3
AutoCAD SHX Text
The Association of
AutoCAD SHX Text
Consulting Engineers
AutoCAD SHX Text
Australia
AutoCAD SHX Text
Postal Address: P.O. Box 136, West Ryde N.S.W. 1685
AutoCAD SHX Text
STRUCTURAL, STORMWATER & CIVIL ENGINEERS
AutoCAD SHX Text
A.B.N. 59 096 328 988
AutoCAD SHX Text
Mobile: 0428 213 490
AutoCAD SHX Text
Tel: (02) 9807 5355 Fax: (02) 9807 5366
AutoCAD SHX Text
Office Address: 5/1 Maxim Street, West Ryde NSW 2114
AutoCAD SHX Text
Designed
AutoCAD SHX Text
Amendment
AutoCAD SHX Text
COPYRIGHT Michael Ell Consulting Engineers Pty. Ltd.
AutoCAD SHX Text
The copywrite of this drawing remains the property
AutoCAD SHX Text
of Michael Ell Consulting Engineers Pty. Ltd. and
AutoCAD SHX Text
must not be reproduced in whole or in part without
AutoCAD SHX Text
written permission. Do not scale off this drawing.
AutoCAD SHX Text
Use figured dimensions. Verify all dimensions on site.
AutoCAD SHX Text
85 CARABELLA STREET
AutoCAD SHX Text
KIRRIBILLI
AutoCAD SHX Text
SUBSTATION LAYOUT AND DETAILS
AutoCAD SHX Text
A1 1:100
AutoCAD SHX Text
11.10.19
AutoCAD SHX Text
19068-S02
AutoCAD SHX Text
P1(UNDER)
AutoCAD SHX Text
P1(UNDER)
AutoCAD SHX Text
P2(ABOVE)
AutoCAD SHX Text
P2(ABOVE)
AutoCAD SHX Text
P1(UNDER)
AutoCAD SHX Text
P1(UNDER)
AutoCAD SHX Text
P2(BEYOND)
AutoCAD SHX Text
200 REINFORCED BLOCK RETAINING WALL
AutoCAD SHX Text
200 REINFORCED BLOCK
AutoCAD SHX Text
RETAINING WALL
AutoCAD SHX Text
RETAINED EXISTING WALL
AutoCAD SHX Text
RETAINED EXISTING WALL
AutoCAD SHX Text
SUBSTATION AREA
AutoCAD SHX Text
%%USUBSTATION LAYOUT PLAN
AutoCAD SHX Text
N16-400(V)
AutoCAD SHX Text
N16-400(H)
AutoCAD SHX Text
DEMOLISH EXISTING WALL
AutoCAD SHX Text
BOUNDARY LINE
AutoCAD SHX Text
EXISTING WALL
AutoCAD SHX Text
REO. REFER
AutoCAD SHX Text
CARABELLA STREET (FOOTPATH)
AutoCAD SHX Text
EASEMENT BOUNDARY
AutoCAD SHX Text
SUBSTATION
AutoCAD SHX Text
SUBSTATION
AutoCAD SHX Text
N16-400(V)
AutoCAD SHX Text
N16-400(H)
AutoCAD SHX Text
P1(UNDER)
AutoCAD SHX Text
P1(UNDER)
AutoCAD SHX Text
P2(ABOVE)
AutoCAD SHX Text
P2(ABOVE)
AutoCAD SHX Text
(BEYOND)
AutoCAD SHX Text
(BEYOND)
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%%USUBSTATION LAYOUT AND SUPPORTING SLAB PLAN
AutoCAD SHX Text
%%USUPPORTING SLAB REINFORCEMENT PLAN
AutoCAD SHX Text
EASEMENT BOUNDARY
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
SUPPORTING SLAB
AutoCAD SHX Text
R10-180 TIES
AutoCAD SHX Text
R10-180 TIES
AutoCAD SHX Text
R10-180 TIES
AutoCAD SHX Text
SLIP JOINT
AutoCAD SHX Text
NOTE: 1. SLAB THICKNESS IS 200mm.
AutoCAD SHX Text
%%C300 REINFORCED PIER
AutoCAD SHX Text
%%C300 REINFORCED PIER
AutoCAD SHX Text
%%C100 SUBSOIL DRAIN
AutoCAD SHX Text
GRANULAR DRAINAGE
AutoCAD SHX Text
MATERIAL, 300 MIN.
AutoCAD SHX Text
WIDTH WRAPPED WITH
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
%%C100 SUBSOIL DRAIN
AutoCAD SHX Text
GRANULAR DRAINAGE
AutoCAD SHX Text
MATERIAL, 300 MIN.
AutoCAD SHX Text
WIDTH WRAPPED WITH
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
%%C100 SUBSOIL DRAIN
AutoCAD SHX Text
%%C100 SUBSOIL DRAIN
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%%C100 SUBSOIL DRAIN
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%%C100 SUBSOIL DRAIN
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SLIP JOINT BETWEEN
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SUPPORTING SLAB SOFFIT AND
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TOP OF EXISTING EXTERNAL WALL
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%%C300 REINFORCED CONCRETE PIER BEARING ON UNIFORM MATERIAL WITH 300mm SOCKET INTO ASSUMED SANDSTONE.
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THE ASSUMED ALLOWABLE BEARING PRESSURE OF ASSUMED SANDSTONE IS 3500 kPa.
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%%C300 REINFORCED CONCRETE PIER BEARING
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INTO ASSUMED SANDSTONE.
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THE ASSUMED ALLOWABLE BEARING PRESSURE OF
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ASSUMED SANDSTONE IS 3500 kPa.
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ON UNIFORM MATERIAL WITH 300 SOCKET
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COMPACTED FILL
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COMPACTED FILL
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EASEMENT
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SUPPORTING SLAB
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SLIP JOINT
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N16-200(V)
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STARTER BARS
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2. THE LOCATION OF P2 SHOULD BE CHECKED AND CONFIRMED
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WITH AUSGRID STANDARD DRAWING 151572
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NOTE: THE LOCATION OF P2 SHOULD BE CHECKED AND CONFIRMED
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WITH AUSGRID STANDARD DRAWING 151572. THE CONNECTION
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BETWEEN PIERS P2 AND SUBSTATION BASE SHOULD FOLLOW
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AUSGRID STANDARD DRAWING 151572.
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THE CONNECTION BETWEEN PIERS P2 AND
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SUBSTATION BASE SHOULD FOLLOW
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AUSGRID STANDARD DRAWING 151572.
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COG LENGTH
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COG LENGTH
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COG LENGTH
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COG LENGTH
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55 COVER
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STARTER BAR
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STARTER BAR
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%%UBLOCKWORK CORNER DETAIL
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N16 'L' BARS AT
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400 CTS. LAP 600 MIN.
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DEMOLISH EXISTING WALL
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BOUNDARY LINE
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EXISTING WALL
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REO. REFER
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CARABELLA STREET (ROAD)
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N12-250 (DOWEL BARS) HOLES BY HAMMER DRILLING. DIAMOND CORING IS NOT PERMITTED. INJECTION MORTAR: HILTI HIT-RE 500 V3 OR EQUIVALENT. REBAR ANCHORAGE DEPTH IN EXISTING WALL IS 200mm. REBAR EMBEDMENT LENGTH IN SLAB IS 670mm, 170mm COG.
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200 REINFORCED BLOCK RETAINING WALL
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200 REINFORCED BLOCK
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RETAINING WALL
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RETAINED EXISTING WALL
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DOWEL BAR
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DOWEL BAR
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2N12 TRIMMER BARS
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1000mm LONG
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2N12 TRIMMER BARS
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1000mm LONG
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RETAINED EXISTING WALL
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SUBSTATION PRECAST BASE
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PROFILE ABOVE
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PROFILE ABOVE
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PARTIALLY DEMOLISHED WALL
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PARTIALLY DEMOLISHED WALL
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(CENTRALLY PLACED)
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(CENTRALLY PLACED)
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1700mm LONG
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(STARTER BAR)
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(STARTER BAR)
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(CENTRALLY PLACED)
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(CENTRALLY PLACED)
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N16-200(V)
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STARTER BARS
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55 COVER
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1700mm LONG
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NOTE: SURVEY PLAN REFERS TO 'DETAIL AND LEVELS PLAN' (DRAWING NO. 6551_ISSUE B)
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ISSUED ON 10/01/2017 BY HAMMOND SMEALLIE & Co Pty Ltd CONSULTING SURVEYORS
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AND TOWN PLANNERS
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EXISTING HV, DETAIL REFERS TO DRAWING AN-20168 ISSUED BY JHA
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PROPOSED HV, DETAIL REFERS TO DRAWING AN-20168 ISSUED BY JHA
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PROPOSED HV
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EXISTING HV
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PROPOSED RETAINING WALL
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EXISTING GATE
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EXISTING EXTERNAL WALL
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REMEDIAL WALL TIES
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SPACING 600mm
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EXISTING EXTERNAL WALL
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WALL TIES SPACING
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PROPOSED RETAINING WALL
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REMEDIAL WALL TIES
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REMEDIAL WALL TIES
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(PRODUCT OF ANCON AUSTRALIA
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STAIRIB BAR/ANCON AC31/ANCON AC 31C
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OR EQUIVALENT)
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SPACING 600mm
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(PRODUCT OF ANCON AUSTRALIA
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STAIRIB BAR/ANCON AC31/ANCON AC 31C
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OR EQUIVALENT)
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(PLACED IN THE MORTAR)
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(PLACED IN THE MORTAR)
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100x100x6 EA
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M12 CHEMSET BOLTS
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SPACING 600mm
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M12 CHEMSET BOLTS
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SPACING 600mm
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ISSUE FOR AMENDMENT
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11.11.19
Page 7
CONSULTING ENGINEERS PTY. LTD.MICHAEL ELL
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File No.
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Approved
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for Michael Ell Consulting Engineers Pty. Ltd.
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B.E. (Civil) M.I.E. (AUST) C.P. Eng. Registered on NPER-3
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The Association of
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Consulting Engineers
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Australia
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Postal Address: P.O. Box 136, West Ryde N.S.W. 1685
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STRUCTURAL, STORMWATER & CIVIL ENGINEERS
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A.B.N. 59 096 328 988
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Mobile: 0428 213 490
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Tel: (02) 9807 5355 Fax: (02) 9807 5366
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Office Address: 5/1 Maxim Street, West Ryde NSW 2114
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Designed
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Amendment
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COPYRIGHT Michael Ell Consulting Engineers Pty. Ltd.
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The copywrite of this drawing remains the property
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of Michael Ell Consulting Engineers Pty. Ltd. and
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must not be reproduced in whole or in part without
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written permission. Do not scale off this drawing.
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Use figured dimensions. Verify all dimensions on site.
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85 CARABELLA STREET
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KIRRIBILLI
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A1 1:100
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11.10.19
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19068-S01
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THESE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND
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OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS
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AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED
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CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A
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ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT
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ALL DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE BUILDER
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UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METERS AND ALL DIMENSIONS ARE IN
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THE STRUCTURAL COMPONENTS DETAILED ON THESE STRUCTURAL DRAWINGS HAVE BEEN
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DESIGNED IN ACCORDANCE WITH THE RELEVANT STANDARDS AUSTRALIA CODE AND THE BUILDING
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CODE OF AUSTRALIA FOR THE FOLLOWING LOADINGS. REFER TO ARCHITECTURAL DRAWINGS FOR
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THE METHOD OF CONSTRUCTION AND THE MAINTENANCE OF SAFETY DURING CONSTRUCTION IS THE
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RESPONSIBILITY OF THE CONTRACTOR. IF ANY STRUCTURAL ELEMENT PRESENTS DIFFICULTY IN
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RESPECT OF CONSTRUCTABILITY OR SAFETY, THE MATTER SHALL BE REFERRED TO THE
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DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITION AND NO
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CONTRACTOR IN ORDER TO KEEP THE BUILDING WORKS AND EXCAVATIONS STABLE AT ALL
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CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING AUTHORITY.
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STANDARDS AUSTRALIA CODES AND WITH THE BUILDING CODE OF AUSTRALIA.
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ON SITE. THESE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.
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STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK.
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PART SHALL BE OVERLOADED. TEMPORARY BRACING SHALL BE PROVIDED BY THE
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TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK.
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%%UFOOTINGS:
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MILLIMETRES.
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PROPOSED FLOOR USAGE.
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%%UGENERAL:
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FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED ALLOWABLE BEARING CAPACITY OF 3500 kPa ON
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TO AVOID EITHER SOFTENING OF THE FOUNDING MATERIAL OR DRYING OUT BY EXPOSURE.
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PROVISIONAL SUBJECT TO ACTUAL SITE CONDITIONS AND APPROVAL BY THE GEOTECHNICAL
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SHALE. THE FOUNDATION MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER FOR
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THIS ALLOWABLE BEARING CAPACITY BEFORE PLACING MEMBRANE, REINFORCEMENT OR CONCRETE.
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FOOTINGS SHALL BE CONSTRUCTED AND BACKFILLED AS SOON AS POSSIBLE FOLLOWING EXCAVATION
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EXCAVATE FOR FOOTINGS TO THE NOMINATED SIZE AND DEPTH. FOOTING FOUNDING LEVELS ARE
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ENGINEER.
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CURING OF ALL CONCRETE IS TO BE ACHIEVED BY KEEPING SURFACES CONTINUOUSLY WET FOR
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FOLLOWED BY A GRADUAL DRYING OUT. APPROVED SPRAY ON CURING COMPOUNDS THAT COMPLY
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THE STRUCTURAL ENGINEER SHALL BE GIVEN 24 HOURS NOTICE FOR REINFORCEMENT INSPECTION
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OVERSTRESSING THE STRUCTURE DUE TO CONSTRUCTION LOADING. ALL BACKPROPPING SHALL BE
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MANUFACTURERS SPECIFICATIONS). POLYTHENE SHEETING OR WET HESSIAN MAY BE USED TO
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ABSORBED ITS DEAD LOAD DEFLECTION.
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RETAIN CONCRETE MOISTURE WHERE PROTECTED FROM WIND AND TRAFFIC.
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CONSTRUCTION SUPPORT PROPPING IS TO BE LEFT IN PLACE WHERE NEEDED TO AVOID
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APPROVED BY THE STRUCTURAL ENGINEER. NO BRICKWORK OR PARTITION WALLS ARE TO BE
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CONSTRUCTED ON SUSPENDED LEVELS UNTIL ALL PROPPING IS REMOVED AND THE SLAB HAS
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THE STRUCTURAL ENGINEER.
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A PERIOD OF 3 DAYS, OR BY PREVENTION OF LOSS OF MOISTURE FOR A TOTAL OF 7 DAYS
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AND CONCRETE SHALL NOT BE DELIVERED UNTIL FINAL APPROVAL HAS BEEN OBTAINED FROM
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THE FINISHED CONCRETE SHALL BE A DENSE HOMOGENEOUS MASS, COMPLETELY FILLING THE
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FORMWORK THOROUGHLY EMBEDDING THE REINFORCEMENT AND FREE OF STONE POCKETS. ALL
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CONCRETE SHALL BE COMPACTED WITH MECHANICAL VIBRATORS,
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WITH AS3799 MAY BE USED WHERE FLOOR FINISHES WILL NOT BE AFFECTED (REFER
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TO THE APPROVAL OF THE STRUCTURAL ENGINEER.
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MAINTAIN COVER TO REINFORCEMENT AT THESE DETAILS.
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15mm CLEAR FROM THE SOFFITS OF THE STRUCTURE.
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PROJECT CONTROL TESTING SHALL BE CARRIED OUT IN ACCORDANCE WITH AS1379, CLAUSE B7.
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NO ADMIXTURES SHALL BE USED IN CONCRETE UNLESS APPROVED IN WRITING BY THE
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NO HOLES, CHASES OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ON THE STRUCTURAL
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ETC., SHOWN ON THE STRUCTURAL DRAWINGS. ALL OTHER BUILDING ELEMENTS SHALL BE KEPT
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SLABS AND BEAMS SHALL BE CONSTRUCTED TO BEAR ONLY ON THE BEAMS, WALLS, COLUMNS,
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AND SPACED AT NOT LESS THAN 3 DIAMETERS. PIPES OR CONDUITS SHALL NOT BE PLACED
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CONDUITS, PIPES, ETC., SHALL ONLY BE LOCATED IN THE MIDDLE ONE THIRD OF SLAB DEPTH
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WHERE NOT SHOWN ON THE STRUCTURAL DRAWINGS CONSTRUCTION JOINTS SHALL BE LOCATED
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DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT THE PRIOR WRITTEN APPROVAL
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FOR CHAMFERS, DRIP GROOVES, REGLETS, ETC., REFER TO PROJECT ARCHITECT'S DETAILS.
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CONCRETE SIZES SHOWN DO NOT INCLUDE THICKNESSES OF APPLIED FINISHES.
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IN EXPOSURE CONDITION B2 OR C USE ONLY PLASTIC OR CONCRETE CHAIRS. BARS SHALL BE
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PLASTIC CHAIRS OR CONCRETE CHAIRS AT NOT GREATER THAN 1 METRE CENTRES BOTH WAYS.
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ALL REINFORCEMENTS SHALL BE FIRMLY SUPPORTED ON MILD STEEL PLASTIC TIPPED CHAIRS,
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WITHIN THE COVER TO THE REINFORCEMENT.
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OF THE STRUCTURAL ENGINEER.
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STRUCTURAL ENGINEER.
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TIED AT ALTERNATE INTERSECTIONS.
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READY MIX CONCRETE SUPPLY SHALL COMPLY WITH AS1379.
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AS3600 INCLUDING AMENDMENTS, EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS.
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ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF
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CONCRETE QUALITY
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%%uCONCRETE:
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SLAB REINFORCEMENT SHALL EXTEND AT LEAST 65mm ONTO MASONRY SUPPORT WALLS AND 50
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REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOT NECESSARILY IN TRUE PROJECTION.
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THE FIGURES FOLLOWING THE FABRIC SYMBOLS RL, SL, L .. TM IS THE REFERENCE NUMBER FOR
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LAPS SHALL BE IN ACCORDANCE WITH AS3600 AND NOT LESS THAN THE DEVELOPMENT LENGTH
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FOR EACH BAR.
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BENDING TOOLS.
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WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED UNLESS SHOWN ON THE STRUCTURAL
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JOGGLES TO BARS SHALL BE 1 BAR DIAMETER OVER A LENGTH OF 12 BAR DIAMETERS.
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FABRIC SHALL BE LAPPED 2 TRANSVERSE WIRES PLUS 50mm. BUNDLED BARS SHALL BE TIED
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TOGETHER AT 30 BAR DIAMETER CENTRES WITH 3 WRAPS OF TIE WIRE.
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DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER.
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DEVELOPMENT & LAP SPLICE LENGTHS (UNLESS NOTED OTHERWISE)
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SITE BENDING OF REINFORCING BARS SHALL BE DONE WITHOUT HEATING USING MECHANICAL
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DRAWINGS OR IN POSITIONS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.
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SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN POSITIONS SHOWN ON THE STRUCTURAL
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MIN. LAP LENGTH (mm)
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BAR SIZE
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FABRIC IN ACCORDANCE WITH AS4671.
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SUPPORTED ENDS.
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NUMBER OF BARS IN GROUP BAR GRADE NOMINAL BAR SIZE IN mm SPACING IN mm
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PERCENT OF BOTTOM REINFORCEMENT SHALL BE COGGED TO ACHIEVED ANCHORAGE AT SIMPLY
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REINFORCEMENT NOTATION SHALL BE AS FOLLOWS IN THE FOLLOWING ORDER.
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MESH SHALL BE GRADE 500L TO AS4671 AND SHALL BE SUPPLIED IN FLAT SHEETS.
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ALL REINFORCING BARS SHALL BE GRADE D500N TO AS4671 UNLESS NOTED OTHERWISE. ALL
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E.G. 17 N20.250
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PROVIDE CLEANOUT HOLES AT BASE OF ALL WALLS AND ROD CORE HOLES TO REMOVE
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CORE FILLING GROUT TO HAVE A CHARACTERISTIC STRENGTH OF 20MPa, 10mm MAXIMUM
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AGGREGATE, 230mm SLUMP (%%p30mm) WITH A MINIMUM CEMENT CONTENT OF 300kg/m .
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PROVIDE 65mm COVER TO REINFORCING BARS FROM THE OUTSIDE FACE OF THE BLOCKWORK
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MORTAR SHALL COMPRISE 1 CEMENT: 0.25 LIME: 3 SAND.
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BLOCKS SHALL BE STRENGTH GRADE 15 CONFORMING TO AS 4455.
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MORTAR PROPORTIONS SHALL COMPLY WITH TABLES 5.1 AND 10.1 OF AS3700.
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MORTAR ADMIXTURES SHALL NOT BE USED WITHOUT THE WRITTEN APPROVAL OF THE
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STRENGTHS OF BRICKS, CLASS OF BLOCKS AND TYPE OF MORTAR SHALL BE AS FOLLOWS:
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ALL MASONRY WALLS AND PIERS SUPPORTING SLABS AND BEAMS SHALL HAVE A PRE-GREASED
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GALVANISED STEEL SLIP JOINT BETWEEN THE CONCRETE SOFFIT AND THE TOP OF THE MASONRY
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ELEMENT. NON LOAD BEARING WALLS SHALL BE SEPARATED FROM CONCRETE ABOVE BY 10mm
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ALL MASONRY SUPPORTING OR SUPPORTED BY CONCRETE FLOORS SHALL BE PROVIDED WITH
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VERTICAL CONTROL JOINTS TO MATCH ANY CONTROL JOINTS IN THE CONCRETE FLOORS.
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NO CHASES OR RECESSES ARE PERMITTED IN LOAD BEARING MASONRY WITHOUT THE APPROVAL
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ALL BONDING, TYING AND FIXING OF MASONRY SHALL COMPLY WITH CLAUSE 4.11 OF AS3700
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DO NOT CONSTRUCT MASONRY WALLS ON SUSPENDED CONCRETE SLABS UNTIL SLAB HAS
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PROVIDE VERTICAL CONTROL JOINTS AT 6m MAX. CENTRES, AND 5m MAXIMUM FROM CORNERS
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IN ALL MASONRY WALLS, UNLESS SHOWN OTHERWISE ON THE STRUCTURAL DRAWINGS.
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REINFORCED CONCRETE BLOCKWORK SHALL COMPLY TO THE FOLLOWING:-
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THICK CLOSED CELL POLYETHYLENE STRIP.
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BEEN STRIPPED AND DE-PROPPED.
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MATERIAL
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TO ALLOW ADEQUATE GROUT COVER.
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PROTRUDING MORTAR FINS
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OF THE STRUCTURAL ENGINEER.
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STRUCTURAL ENGINEER.
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CLASSIFICATION
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TO TABLE OF
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STRENGTH, f'uc
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COMPRESSIVE
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CHARATERISTIC
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UNCONFINED
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MATERIALS INCLUDING MORTAR, CONCRETE, GROUT SHALL COMPLY WITH SECTION 10 OF AS3700.
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MASONRY UNITS SHALL COMPLY WITH AS4455. WALL TIES SHALL COMPLY WITH AS2699.
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MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 11 OF AS3700.
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%%uMASONRY:
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BLOCKWORK
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CONCRETE
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WIND LOAD IN ACCORDANCE WITH AS1170.2-2011 PROBABILITY EXCEEDANCE 1/500 1/500 REGION A2 A2 TERRAIN CATEGORY 3 3 SHIELDING Ms 1.0 1.0 TOPOGRAPHIC Mt 1.0 t 1.0 1.0 REGIONAL WIND SPEEDS VR 45R 4545
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%%UINSPECTIONS:
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THE CONTRACTOR SHALL ARRANGE AND PAY FOR AN INDEPENDENT CERTIFIED STRUCTURAL
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ENGINEER TO INSPECT AND CERTIFY ALL STRUCTURAL ELEMENTS OF THE WORKS FABRICATED
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AND CONSTRUCTED AS DESIGNED AND IN ACCORDANCE WITH THE RELEVANT AUSTRALIA
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STANDARDS AND BUILDING REGULATIONS AND PRIVATE CERTIFIER/COUNCIL REQUIREMENTS.
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AS1012.13 AFTER EIGHT (8) WEEKS DRYING.
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%%uNOTE:%%u ALL CONCRETE TO GROUND FLOOR AND SUSPENDED SLABS SHALL HAVE A MAXIMUM
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SHRINKAGE STRAIN OF 600 MICROSTRAINS AS DETERMINED BY TEST IN ACCORDANCE WITH
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SUSPENDED
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SHRINKAGE
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CLASSIFICATION
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EXPOSURE
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40 SIDES
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%%UREINFORCEMENT:
Page 8
34.25
34.29
34.26
34.26
34.27
35.30
35.32
34.41
CONSULTING ENGINEERS PTY. LTD.MICHAEL ELL
N
O
R
T
H
34.25
34.29
34.26
34.26
34.27
35.30
35.32
34.41
N
O
R
T
H
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TELSTRA PIT
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306%%d 08' 00" ~ 10.945
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MODERN FOUR STOREY
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BRICK & REINFORCED
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CONCRETE
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BUILDING
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EDGE ROOF
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SUBSTATION
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INSTRUMENT PANEL
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CONCRETE RAMP
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SUBSTATION
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File No.
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Approved
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for Michael Ell Consulting Engineers Pty. Ltd.
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B.E. (Civil) M.I.E. (AUST) C.P. Eng. Registered on NPER-3
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The Association of
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Consulting Engineers
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Australia
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Postal Address: P.O. Box 136, West Ryde N.S.W. 1685
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STRUCTURAL, STORMWATER & CIVIL ENGINEERS
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A.B.N. 59 096 328 988
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Mobile: 0428 213 490
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Tel: (02) 9807 5355 Fax: (02) 9807 5366
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Office Address: 5/1 Maxim Street, West Ryde NSW 2114
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Designed
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Amendment
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COPYRIGHT Michael Ell Consulting Engineers Pty. Ltd.
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The copywrite of this drawing remains the property
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of Michael Ell Consulting Engineers Pty. Ltd. and
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must not be reproduced in whole or in part without
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written permission. Do not scale off this drawing.
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Use figured dimensions. Verify all dimensions on site.
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85 CARABELLA STREET
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KIRRIBILLI
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SUBSTATION PLAN, ELEVATION AND SECTION
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A1 1:100
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11.10.19
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19068-A01
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%%USUBSTATION LAYOUT PLAN
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RL 35.43
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RL 35.33
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RL 35.26
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RL 35.50
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EXISTING EXTERNAL WALL
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EXISTING EXTERNAL WALL
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RETAINED EXISTING EXTERNAL WALL
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CARABELLA STREET
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CARABELLA STREET
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RL 35.29
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RL 33.94
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RL 35.43
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RL 33.95
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RL 35.43
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RL 35.33
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RL 35.26
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RL 35.50
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RL 33.94
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%%USOUTH-WEST ELEVATION
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%%UNORTH-EAST ELEVATION
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%%UNORTH-WEST ELEVATION
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%%USOUTH-EAST ELEVATION
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CARABELLA STREET
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RL 35.43
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RL 33.95
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EXISTING EXTERNAL WALL
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EXISTING EXTERNAL WALL
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EXISTING RETAINING WALL
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RETAINED EXISTING EXTERNAL WALL
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SUBSTATION
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SCALE: 1:50
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SCALE: 1:50
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SCALE: 1:50
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SCALE: 1:50
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SCALE: 1:100
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RL 33.94
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EXISTING EXTERNAL WALL
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NATURAL GROUND
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SUPPORTING SLAB
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REINFORCED CONCRETE
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BLOCK RETAINING WALL
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FOOTPATH
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EXISTING EXTERNAL WALL
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SUPPORTING SLAB
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EXISTING RETAINING WALL
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FOOTPATH
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EXISTING EXTERNAL WALL
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NATURAL GROUND
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COMPACTED FILL
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FOOTPATH
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REINFORCED CONCRETE
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BLOCK RETAINING WALL
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SUPPORTING SLAB
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SUBSTATION BASE
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SUBSTATION
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MODERN FOUR STOREY
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BRICK & REINFORCED
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CONCRETE BUILDING
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COMPACTED FILL
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COMPACTED FILL
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SUBSTATION BASE
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REINFORCED CONCRETE
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BLOCK RETAINING WALL
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SUPPORTING SLAB
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REINFORCED CONCRETE
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BLOCK RETAINING WALL
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RETAINING
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EXISTING RETAINING WALL
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SUPPORTING SLAB
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MODERN FOUR STOREY
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BRICK & REINFORCED
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CONCRETE BUILDING
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SUBSTATION
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REINFORCED CONCRETE
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BLOCK RETAINING WALL
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SUPPORTING SLAB
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REINFORCED CONCRETE
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BLOCK RETAINING WALL
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RETAINED EXISTING EXTERNAL WALL
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REINFORCED CONCRETE
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BLOCK RETAINING WALL
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REINFORCED CONCRETE
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BLOCK RETAINING WALL
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EXISTING EXTERNAL WALL
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EXISTING EXTERNAL WALL
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FOOTPATH
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FOOTPATH
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FOOTPATH
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FOOTPATH
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REINFORCED CONCRETE
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BLOCK RETAINING WALL
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NATURAL GROUND
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SUBSTATION BASE
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SUPPORTING SLAB / EASEMENT
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SUBSTATION BASE
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SUPPORTING SLAB / EASEMENT
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SUPPORTING SLAB / EASEMENT
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REINFORCED CONCRETE
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BLOCK RETAINING WALL
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SUBSTATION BASE
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SUPPORTING SLAB / EASEMENT
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COMPACTED
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COMPACTED
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RL 33.95
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PROVIDED BY AUSGRID
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EXISTING
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WALL CAPPING
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WALL CAPPING
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WALL CAPPING
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WALL CAPPING
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WALL CAPPING
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WALL CAPPING
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EXISTING GATE
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EX. TOW RL 37.565
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TOW RL 37.76
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TOW RL 37.76
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TOW RL 37.76
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TOW RL 37.76
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TOW RL 37.76
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TOW RL 37.76
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EX. TOW RL 37.08
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EXISTING GATE
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EX. TOW RL 37.565
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EX. TOW RL 37.08
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EX. TOW RL 37.565
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EX. TOW RL 37.08
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EXISTING GATE
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EX. TOW RL 37.565
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RL 34.15
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RL 34.15
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TELSTRA PIT
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306%%d 08' 00" ~ 10.945
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MODERN FOUR STOREY
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BRICK & REINFORCED
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CONCRETE
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BUILDING
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EDGE ROOF
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SUBSTATION
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INSTRUMENT PANEL
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CONCRETE RAMP
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%%UDEMOLITION PLAN
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SCALE: 1:100
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DENOTES DEMOLISHED EXISTING STRUCTURE
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DEMOLISH EXISTING
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RETAINING WALL AND
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DEMOLISH PART OF EXISTING
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TO SPECIFIC LEVEL REFER TO
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DRAWING 19068-S02
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EXTERNAL WALL AND WALL PIERS
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EX. TOW RL 37.08
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ISSUE FOR AMENDMENT
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11.11.19
