THIS DOCUMENT IS COPYRIGHT PROTECTED AND MAY ONLY
BE USED FOR THE PURPOSE FOR WHICH IT WAS INTENDED.
UNAUTHORISED USE IS STRICTLY PROHIBITED. ALL
DIMENSIONS AND LEVELS TO BE CHECKED ON THE PROJECT
BEFORE COMMENCING ANY WORKS OR SHOP DRAWINGS.
DRAWINGS NOT TO BE SCALED.
Goulburn Broken Catchment Management Authority
Lower Goulburn Structures Evaluations
DRAWING SCHEDULE
DRAWING TITLEDRAWING No. REVISION
LOCALITY PLAN
Goulburn River, Bunbartha & Kotupna
GMR Engineering Services
GMR15013.01 COVER SHEET, LOCALITY PLAN, DRAWING SCHEDULE 1
LOCH GARRY - EXISTING CONDITIONS ARRANGEMENTS 1GMR15013.02-03
GMR15013.04 1
1GMR15013.05
1GMR15013.06
LOCHGARRY
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DEEP CREEK - EXISTING CONDITIONS ARRANGEMENTS
WAKITI CREEK - EXISTING CONDITIONS ARRANGEMENTS
HANCOCKS CREEK - EXISTING CONDITIONS ARRANGEMENTS
GMR15013.07-08 LOCH GARRY - WORKS ARRANGEMENTS 2
GMR15013.09
GMR15013.10
GMR15013.11
DEEP CREEK - WORKS ARRANGEMENTS
WAKITI CREEK - WORKS ARRANGEMENTS
HANCOCKS CREEK - WORKS ARRANGEMENTS
CATCHMENTMANAGEMENTAUTHORITY
GOULBURNBROKEN
BUNBARTHA
KOTUPNA
WYUNA
WYUNAEAST
MURRAY
VALL
EY
HIGHWAY
KARRIMBA MUNDOONA
GOULBURN
RIVER
DEEPCREEK
WAKITICREEK
HANCOCKSCREEK
2
2
2
83.82m SPILLWAY 30.48m REGULATOR 7.62m SPILLWAY
121.92m
LEVEE (RL 108.00m)FLOOD
RL 103.99
RL 105.80No.37 No.39
No.30No.1 No.48No.38
LOW
FLO
W
BLAN
K PO
LE
BLAN
K PO
LE
2.25
2.07
TIMBER BRIDGE DECK
1.47
TIMBER DROPBOARDS
RL 106.79TOP OF BOARDS
RL 103.99
RL 108.0LEVEE TOP
TIMBER DROPBOARDS
TIMBER DROPBOARDS
RL 107.36
EX' 1
.02m
FREE
BOAR
D
RL 106.98 @ 55,000 ML/DAY WALL TOP
INVERT
3.32
1.79
4.38
1.51.8
2
0.23
1.8
STEEL ACCESSDECK
TIMBER BRIDGE DECK
TOP OF BANK
INVERT OF DRAIN
RL 108.0LEVEE TOP
RL 103.99
2.8
RL 107.36
EX' 1
.02m
FREE
BOAR
D
RL 106.98 @ 55,000 ML/DAY
RL 106.79TOP OF BOARDS
EX' LEEVE BATTERWALL TOP
EX' LEEVE BATTER
INVERT
2.05
2.55
0.2m STEP UP
0.2m DOWN
0.2m DOWN
0.2m STEP UP
1.45
INVERT OFEX' DRAIN
0.30.3
0.51.1
RL 103.99A-
A-
B-
B-
2.8
LEVEE (RL 108.00m)FLOOD No.37 No.39No.30No.1 No.48No.38
83.82m SPILLWAY 30.48m REGULATOR 7.62m SPILLWAY
121.92m
STEEL PLATFORMACCESS
REDUCED SCALE
Sheet No.
Drawing No.
A1
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SCALE
© GMR Engineering Services
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AMENDMENTSREV DATE
GMR Engineering Services
Revision.
DRAFTED
DESIGNED
VERIFIED
Phone:Fax:
Engineering Services
(03) 5822 0333(03) 5822 0033
Website: gmreng.com.au
SCALE
GMR15013.03 existing conditions.dwg
Loch West Road, Bunbartha
Existing Conditions - Loch Garry 1 of 2
GMR15013.02
A
2
0.5 1 2.0m
1:50 @ A1
1:100 @ A3
R. Barker September 2015
NOTE !
OVERHEAD POWER CABLES.
BEWARE OF EXISTING
A INITIAL DRAFT 18-09-15
LOCH GARRY LONGITUDINAL SECTIONSCALE 1:200 @ A1SCALE 1:400 @ A1
LOCH GARRY INVERT REGULATOR BAY 38 (LOW FLOW)PLAN
SCALE 1:50 @ A1SCALE 1:100 @ A1
LOCH GARRY INVERT REGULATOR BAY 38 (LOW FLOW) SECTION A - A
SCALE 1:50 @ A1SCALE 1:100 @ A1
LOCH GARRY INVERT REGULATOR BAY 38 (LOW FLOW)SECTION B - B
SCALE 1:50 @ A1SCALE 1:100 @ A1
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SITE PHOTO. LOOKING SOUTH ON UPSTREAM SIDE OF LOCH GARRY
SITE PHOTO. LOOKING EAST ON DOWN STREAM SIDE OF LOCH GARRY
SITE PHOTO. LOOKING NORTH ON DOWN STREAM SIDE OF LOCH GARRY
CATCHMENTMANAGEMENTAUTHORITY
GOULBURNBROKEN
1 GENERAL AMENDMENTS 28-09-15
LOCH GARRY OVERALL PLANSCALE 1:200 @ A1SCALE 1:400 @ A1
83.82m SPILLWAY 30.48m REGULATOR 7.62m SPILLWAY
121.92m
LEVEE (RL 108.00m)FLOOD
RL 103.99
RL 105.80No.37 No.39
No.30No.1 No.48No.38
LOW
FLO
W
BLAN
K PO
LE
BLAN
K PO
LE
VARI
ES 2.
5 - 2.
6m
2.35
2.8
1.95
0.2
0.6
4.057.17
℄
℄
RL 105.80
D-
D-
C-
C-
EDGE
LEDG
ECO
NCRE
TEOF
1.66
4.380.23
STEEL ACCESSDECK
TIMBER BRIDGE DECK 1.8
0.2
RL 105.80
RL 107.36
RL 108.0LEVEE TOP
EX' 1
.02m
FREE
BOAR
D
RL 106.98 @ 55,000 ML/DAY RL 106.89TOP OF BOARDS
EX' LEEVE BATTER
EX' LEEVE BATTER
2.55
2.35
TIMBER BRIDGE DECK
TIMBER DROPBOARDS
TIMBER DROPBOARDS
TIMBER DROPBOARDS
EX' 1
.02m
FREE
BOAR
D
RL 106.98 @ 55,000 ML/DAY
2.352.17
TIMBER BRIDGE DECK
1.57
TIMBER DROPBOARDS
RL 106.98 @ 55,000 ML/DAY
TIMBER DROPBOARDS
TIMBER DROPBOARDS
TIMBER DROPBOARDS
4.38
1.82
0.23
1.8
STEEL ACCESSDECK
TIMBER BRIDGE DECKRL 108.0
LEVEE TOP
VARIES
2.8
RL 107.36
EX' 1
.02m
FREE
BOAR
D
RL 106.98 @ 55,000 ML/DAY
RL 106.89TOP OF BOARDS
EX' LEEVE BATTER
EX' LEEVE BATTER
2.15
2.55
0.2m STEP UP
0.2m DOWN
0.2m DOWN
0.2m STEP UP
1.55
INVERT OFEX' DRAIN
0.30.3
0.51.1
RL 103.99
E-
F-
2.8
0.2m DOWN
0.2m STEP UP
RL VARIES
REDUCED SCALE
Sheet No.
Drawing No.
A1
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SCALE
© GMR Engineering Services
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AMENDMENTSREV DATE
GMR Engineering Services
Revision.
DRAFTED
DESIGNED
VERIFIED
Phone:Fax:
Engineering Services
(03) 5822 0333(03) 5822 0033
Website: gmreng.com.au
SCALE
GMR15013.03 existing conditions.dwg
Loch West Road, Bunbartha
Existing Conditions - Loch Garry 2 of 2
GMR15013.03
A
3
0.5 1 2.0m
1:50 @ A1
1:100 @ A3
R. Barker September 2015
NOTE !
OVERHEAD POWER CABLES.
BEWARE OF EXISTING
A INITIAL DRAFT 18-09-15
LOCH GARRY LONGITUDINAL SECTIONSCALE 1:200 @ A1SCALE 1:400 @ A1
LOCH GARRY TYPICAL SPILLWAY BAYS 1 - 30PLAN
SCALE 1:50 @ A1SCALE 1:100 @ A1
LOCH GARRY TYPICAL SPILLWAY BAYS 1 - 30SECTION C - C
SCALE 1:50 @ A1SCALE 1:100 @ A1
LOCH GARRY TYPICAL SPILLWAY BAYS 1 - 30SECTION D - D
SCALE 1:50 @ A1SCALE 1:100 @ A1
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SITE PHOTO. LOOKING SOUTH ON UPSTREAM SIDE OF LOCH GARRY
SITE PHOTO. LOOKING EAST ON DOWN STREAM SIDE OF LOCH GARRY
SITE PHOTO. LOOKING NORTH ON DOWN STREAM SIDE OF LOCH GARRY
CATCHMENTMANAGEMENTAUTHORITY
GOULBURNBROKEN
1 GENERAL AMENDMENTS 28-09-15
LOCH GARRY TYPICAL SPILLWAY BAYS 1 - 30PLAN
SCALE 1:50 @ A1SCALE 1:100 @ A1
LOCH GARRY TYPICAL SPILLWAY BAYS 1 - 30SECTION C - C
SCALE 1:50 @ A1SCALE 1:100 @ A1
LOCH GARRY TYPICAL SPILLWAY BAYS 1 - 30SECTION D - D
SCALE 1:50 @ A1SCALE 1:100 @ A1
LEVEEFLOOD 3.21
2.73
9 9
73 3
7
13.19
3 3
0.50.30.8
0.50.5
0.51.7
7.5
45°
RL 106.72
DECK RL 106.91
BASE RL 103.86
FLOOD LEVEE
KERB
1.11
1.94
0.94
3.99
KERB
8.53
RL 106.72DECK RL 106.91
BASE RL 103.86
RL 105.31 @ 55,000 ML/DAY
EX' 1
.41m
FREE
BOAR
D
2.85
3.05
TIMBER DROPBOARDS
TIMBER DROPBOARDSTIMBER DROP
BOARDS
RL 104.86TOP OF BOARDS
3.212.73
15.043.054.27 3.712.06 1.95
DECK RL 106.91
BASE RL 103.86
RL 105.31 @ 55,000 ML/DAYRL 104.86TOP OF BOARDS
2.84
REDUCED SCALE
Sheet No.
Drawing No.
A1
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SCALE
© GMR Engineering Services
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AMENDMENTSREV DATE
GMR Engineering Services
Revision.
DRAFTED
DESIGNED
VERIFIED
Phone:Fax:
Engineering Services
(03) 5822 0333(03) 5822 0033
Website: gmreng.com.au
SCALE
GMR15013.03 existing conditions.dwg
Pogues Road, Bunbartha
Existing Conditions - Deep Creek Outlet
GMR15013.04
A
4
0.5 1 2.0m
1:50 @ A1
1:100 @ A3
R. Barker September 2015
NOTE !
OVERHEAD POWER CABLES.
BEWARE OF EXISTING
A INITIAL DRAFT 18-09-15
(N
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DEEP CREEK LAYOUT PLANSCALE 1:50 @ A1SCALE 1:100 @ A1
DEEP CREEK ELEVATIONSCALE 1:50 @ A1SCALE 1:100 @ A1 DEEP CREEK SECTION
SCALE 1:50 @ A1SCALE 1:100 @ A1
SITE PHOTO. LOOKING SOUTH WEST ON DOWNSTREAM SIDE OF DEEP CREEK OUTLET STRUCTURE SITE PHOTO. LOOKING NORTH EAST ON UPSTREAM SIDE OF DEEP CREEK OUTLET STRUCTURE
SITE PHOTO. LOOKING NORTH WEST ALONG DECK OF DEEP CREEK OUTLET STRUCTURE
CATCHMENTMANAGEMENTAUTHORITY
GOULBURNBROKEN
1 GENERAL AMENDMENTS 28-09-15
2.5
4.2
1910.9
8.2
1.39 1.39 0.4 0.460.40.46
0.63.7
1.55
1.45
5.6
1.6
1.4
3
0.9
1.45
1.55
3.7
0.6
5.6
1.6
1.43
0.90.45
0.95
2.12.9
RL 99.053
RL 99.535
RL 99.580
RL 10
2.572
RL 103.0
REBATE 230mm DEEP
CONCRETE
BRICKWORK
CONCRETE
BRIC
KW
ALL
BRIC
KW
ALL
BUTTRESS BUTTRESS
BUTTRESS BUTTRESS
SHEET BELOWPILES
BELOWPILESSHEET
MASS CONCRETEREPAIR
CONC
RETE
REPA
IR
WALL FRACTURE
WALL FRACTURE SUBSIDENCEBEHIND WALL
FLOOD LEVEE
BRICKWORKMISSING
SHEET PILING &FOUNDATION NOT SEEN
SHEET PILING &FOUNDATION NOT SEEN
0.62.2
2 1.35
1.55
2.9
0.45 1.67 0.451.670.325.09
9.84
TOP OF BRICK WALL
TOP OF CONCRETE APRON
0.252.651.60.55
RL 99.053
RL 99.535 RL 99.580
ERODEDOUTFALL
TOP OF LEVEERL 102.6 @ 55,000 ML/DAY
LEVEE RL 103.0
RL 102.572
FLOOD LEVEE
1.35
1.55
2.9
0.4 1.39 2.5 0.41.39
6.08
0.6
RL 102.572
RL 99.053
RL 99.535
44°
LEVEE RL 103.0RL 102.6 @ 55,000 ML/DAY
REDUCED SCALE
Sheet No.
Drawing No.
A1
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SCALE
© GMR Engineering Services
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AMENDMENTSREV DATE
GMR Engineering Services
Revision.
DRAFTED
DESIGNED
VERIFIED
Phone:Fax:
Engineering Services
(03) 5822 0333(03) 5822 0033
Website: gmreng.com.au
SCALE
GMR15013.03 existing conditions.dwg
Murray Valley Hwy, Kotupna
Existing Conditions - Wakiti Creek Outlet
GMR15013.05
A
5
0.5 1 2.0m
1:50 @ A1
1:100 @ A3
R. Barker September 2015
NOTE !
OVERHEAD POWER CABLES.
BEWARE OF EXISTING
A INITIAL DRAFT 18-09-15
(N
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WAKITI CREEK LAYOUT PLANSCALE 1:50 @ A1SCALE 1:100 @ A1
WAKITI CREEK ELEVATIONSCALE 1:50 @ A1SCALE 1:100 @ A1
WAKITI CREEK SECTIONSCALE 1:50 @ A1
SCALE 1:100 @ A1
SITE PHOTO. LOOKING SOUTH EAST ON DOWN STREAM SIDE OF WAKITI CREEK OUTLET STRUCTURE SITE PHOTO. LOOKING NORTH ON UPSTREAM SIDE OF WAKITI CREEK OUTLET STRUCTURE
SITE PHOTO. LOOKING SOUTH ON DOWN STREAM SIDE OF WAKITI CREEK OUTLET STRUCTURE
CATCHMENTMANAGEMENTAUTHORITY
GOULBURNBROKEN
1 GENERAL AMENDMENTS 28-09-15
22
0.422
2
8.05
0.27.6
50.2
2.32.3
0.20.2
2.65
1.44
2.46
2.41
1.35
3.75
7.95
0.15
7.65
0.15
0.25 4.75 0.25 1.757
0.15
0.25 FLOO
DLE
VEE
PIPE DROPPED
DISJOINTED PIPESWITH DROPS
OBVERT CRACKING
PIPE DROPPED 60mmRUBBER RING FALLEN OUT
CIRCUMFERENCECRACKING
DISJOINTED PIPESWITH DROPS
1
DETACHEDDISSIPATER
ERODEDOUTFALL
TRASH RACK(LOG SCREEN)
DETACHED / DESTROYED
WATER PONDING IN PIPE
2
3WATER PONDING IN PIPE
4 21.5 7
0.92.1
1.02
0.97
TRASH RACK(LOG SCREEN) DETACHED
/ DESTROYED 3 x 1650 DIA. RCP
CONCRETE CUT OFF WALL(NOT SEEN)
FLOOD LEVEE
℄
DISSIPATERBLOCKS
RL 94.91RL 94.90
RL 95.946
RL 97.00
RL 101.26
6.36m
APP
ROXI
MATE
ERODEDOUTFALL
RL 100.88 @ 55,000 ML/DAY
FLOOD LEVEERL 101.26
RL 94.91
RL 97.01
2.41 2.46 1.441.357.66
2.1
0.93
1.17
0.15
0.25
RL 100.88 @ 55,000 ML/DAY
FLOOD LEVEERL 101.26RL 100.88 @ 55,000 ML/DAY
RL 94.90
RL 97.00
2.41 2.46 1.441.357.66
2.1
0.93
1.17
0.15
0.25
RL 95.946
REDUCED SCALE
Sheet No.
Drawing No.
A1
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SCALE
© GMR Engineering Services
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CA
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D.
AMENDMENTSREV DATE
GMR Engineering Services
Revision.
DRAFTED
DESIGNED
VERIFIED
Phone:Fax:
Engineering Services
(03) 5822 0333(03) 5822 0033
Website: gmreng.com.au
SCALE
GMR15013.03 existing conditions.dwg
Hancoks Road, Kotupna
Existing Conditions - Hancocks Creek Outlet
GMR15013.06
A
6
1.0 2 4.0m
1:100 @ A1
1:200 @ A3
R. Barker September 2015
NOTE !
OVERHEAD POWER CABLES.
BEWARE OF EXISTING
A INITIAL DRAFT 18-09-15
(N
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HANCOCKS CREEK LAYOUT PLANSCALE 1:100 @ A1SCALE 1:200 @ A1
HANCOCKS CREEK SECTIONSCALE 1:100 @ A1SCALE 1:200 @ A1
HANCOCK CREEK ELEVATION (DOWNSTREAM)SCALE 1:50 @ A1
SCALE 1:100 @ A1
SITE PHOTO. LOOKING NORTH UP STREAM SIDE OF HANCOCKS CREEK OUTLET STRUCTURE SITE PHOTO. LOOKING WEST DOWN STREAM SIDE OF HANCOCKS CREEK OUTLET STRUCTURESITE PHOTO. LOOKING SOUTH ALONG LEVEE @ HANCOCKS CREEK OUTLET STRUCTURE
CATCHMENTMANAGEMENTAUTHORITY
GOULBURNBROKEN
1 GENERAL AMENDMENTS 28-09-15
HANCOCK CREEK ELEVATION (UPSTREAM)SCALE 1:50 @ A1
SCALE 1:100 @ A1
MASTER CONTROLCABINET & AERIAL
CCTV CCTVCCTV
WALKWAY
AERIAL MAST15m HIGH
2.07m
1.12m
GROUT FILL FACE OF EXISTINGWALL TO MAKE FLUSH WITH BASE.
SAWCUT EXISITNG CONCRETE BASETO INSTALL NEW GATES AS REQUIRED.BOTH SIDES.
RL 103.99
1.5m
RL 107.36RL 106.98 @ 55,000 ML/DAY
5.86m
1.5m
RL 104.485
RL 106.79EX' TOP OF BOARDS
DOOR CLOSED SENSOR
CONTROLPANEL
BATTERYBACKUPIN PILLAR
TO MASTERCONTROL
POLE MOUNTEDSOLAR PANEL
(1 PER 2 GATES)
MANUAL ACTUATORGEARBOX
CCTV CAMERA
LEVEE TOPRL 108.0
RL 109.605DOORS FULLY OPEN (TOP)
TOP OF 1ST DOOR
TOP OF 2ND DOORRL 108.475
TOP OF 2ND DOOR
1.02m
FREE
BOAR
D
1.5m
RL 109.856 FRAME TOP
5m H
IGH RL 109.856 FRAME TOP
2.58m
RL 103.99
RL 104.485
LEVEE TOPRL 108.0
HAND PACKED ROCKFILLED RENOMATTRESSES OVER GEOTEXTILE
ON DOWNSTREAM SIDE
RL 107.36
RL 106.98 @ 55,000 ML/DAY
1.02m
FREE
BOAR
D
RL 106.79EX' TOP OF BOARDS
DOOR CLOSED SENSOR
POLE MOUNTEDSOLAR PANEL
(1 PER 2 GATES)
RETAIN EXISTING STEELACCESS PLATFORM
CONTROLPANEL
BATTERYBACKUPIN PILLAR
CCTV CAMERA
TO MASTERCONTROL
EX' LEEVE BATTER
EX' LEEVE BATTERTOP OF 2ND DOOR
RL 109.605DOORS FULLY OPEN (TOP)
TOP OF 1ST DOOR
TOP OF 2ND DOORRL 108.475
1.6m2.78m
20m
8m MIN.
A-
A-
B-
B-
5.58m 1.6m
2.05m
2.15m
2.15m
2.15m
REGULATOR BAY(INVERT)
REGULATOR BAY
REGULATOR BAY
REGULATOR BAY
HAND PACKED ROCKFILLEDRENO MATTRESSES OVERGEOTEXTILE ONDOWNSTREAM SIDE
U/S SENSORD/S SENSOR
U/S SENSORD/S SENSOR
U/S SENSORD/S SENSOR
CCTVCAMERA
APRON(INVERT)
APRON
APRON
APRON
10m
OF E
ROSI
ONCO
NTRO
L WOR
KS
MASTER CONTROLCABINET & AERIAL
ACCESS STAIRS0.9m WIDE
CCTVCCTVCCTV
20m
OF E
ROSI
ON C
ONTR
OL W
ORKS
ACCESS STAIRS0.9m WIDE
REDUCED SCALE
Sheet No.
Drawing No.
A1
0
SCALE
© GMR Engineering Services
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AMENDMENTSREV DATE
GMR Engineering Services
Revision.
DRAFTED
DESIGNED
VERIFIED
Phone:Fax:
Engineering Services
(03) 5822 0333(03) 5822 0033
Website: gmreng.com.au
SCALE
GMR15013.04 proposed works.dwg
Loch West Road, Bunbartha
Works Arrangements - Loch Garry
GMR15013.07
2
7
0.5 1 2.0m
1:50 @ A1
1:100 @ A3
G. Ryan September 2015
R. Barker September 2015
C. S. Jajal October 2015
NOTE !
OVERHEAD POWER CABLES.
BEWARE OF EXISTING
A INITIAL DRAFT 18-09-15
LOCH GARRY OVERALL SECTIONSCALE 1:200 @ A1SCALE 1:400 @ A1
LOCH GARRY REGULATOR BAY 38 PLAN (LOW FLOW)SCALE 1:50 @ A1SCALE 1:100 @ A1
LOCH GARRY INVERT REGULATOR BAY 38 (LOW FLOW) SECTION A - A
SCALE 1:50 @ A1SCALE 1:100 @ A1
LOCH GARRY TYPICAL REGULATOR BAY 38 (INVERT)SECTION B - B
SCALE 1:50 @ A1SCALE 1:100 @ A1
(N
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CATCHMENTMANAGEMENTAUTHORITY
GOULBURNBROKEN
ORDER OF WORKS1. REMOVE EXISTING TIMBER DECK & SUPER STRUCTURE.2. INSTALL NEW HYDRAULIC GATES.3. MODIFY EXISTING STEEL ACCESS PLATFORM TO SUIT.4. SCADA SYSTEM (REMOTE OPERATION & COMMUNICATIONS).5. PLACE ROCK BEACHING ON DOWNSTREAM SIDE OF STRUCTURES.6. DECOMMISSION OF EXISTING TIMBER DROP BOARDS.
1 ADOPTED 300mm FREEBOARD FROM LEVEE TOP 25-09-15
NOTES!1. BAYS 1 TO 30 TO USE TYPICAL SPILLWAY BAY HYDRAULIC GATES.2. BAYS 31 TO 37 & 39 TO 48 TO USE TYPICAL REGULATOR BAY HYDRAULIC GATES,
WITH ADJUSTED WIDTHS & HEIGHTS TO SUIT EACH INDIVIDUAL BAY.3. BAY 38 TO USE TYPICAL REGULATOR BAY HYDRAULIC GATE.4. ALL LEVELS & DIMENSIONS TO BE CONFIRMED ONSITE BY MANUFACTURER.5. TOP OF GATES AT 55,000 ML PER DAY (LOCH GARRY 106.98m)
LOCH GARRY OVERALL PLANSCALE 1:200 @ A1SCALE 1:400 @ A1
2 GMR MARKUPS 25-09-15
INFILLS REQUIRED BELOW CONTROL GATES
MASTER CONTROLCABINET & AERIAL
CCTV CCTVCCTV
INSTALL ADDITIONALSTRUCTURES ORCONSTRUCT NEWSTRUCTURE TOCOMPENSATE FOR LOSS OFWATERWAY AREA. DETAILSAND DIMENSIONS TBC.
5m H
IGH
WALKWAY
D-
C-
C- SPILLWAY BAY
SPILLWAY BAY
SPILLWAY BAY
SPILLWAY BAY
2.35m
2.35m
2.35m
2.35m
HAND PACKED ROCKFILLED RENOMATTRESSES OVER GEOTEXTILEON DOWNSTREAM SIDE
U/S SENSORD/S SENSOR
U/S SENSORD/S SENSOR
U/S SENSORD/S SENSOR
CCTVCAMERA
APRON
APRON
APRON
APRON1.6m2.78m
2m
RETAIN EXISTINGSTEEL ACCESSPLATFORM
1.02m
FREE
BOAR
D
RL 105.8
RL 106.39
RL 108.0
HAND PACKED ROCKFILLED RENOMATTRESSES OVER GEOTEXTILE
ON DOWNSTREAM SIDE
RL 107.36RL 106.98 @ 55,000 ML/DAY
RL 108.922 FRAME TOP
EX' PIER RL 106.89EX' TOP OF BOARDS
DOOR CLOSED SENSOR DOOR CLOSED SENSOR
POLE MOUNTEDSOLAR PANEL
(1 PER 2 GATES)
CONTROLPANEL
BATTERYBACKUPIN PILLAR
CCTVCAMERA
TO MASTERCONTROL
TOP OF 1ST DOOR
TOP OF 2ND DOOR
LEVEE TOP
TOP OF 2ND DOORRL 107.57
RL 108.68DOORS FULLY OPEN (TOP)
TOP OF 1ST DOOR
TOP OF 2ND DOOR
TOP OF 2ND DOOR
DOORS FULLY OPEN (TOP)
EX' LEEVE BATTER
EX' LEEVE BATTER
RL 108.922 FRAME TOP
20m
8m MIN.
RL 105.8
3.12m
0.59m
0.59m
0.59m
RL 107.36 RL 106.98 @ 55,000 ML/DAY
RL 106.39
EX' PIER
RL 106.89EX' TOP OF BOARDSRL 106.89
EX' TOP OF BOARDS
DOOR CLOSED SENSOR
CONTROLPANEL
BATTERYBACKUPIN PILLAR
TO MASTERCONTROL
POLE MOUNTEDSOLAR PANEL
(1 PER 2 GATES)
RL 108.0
TOP OF 1ST DOOR
TOP OF 2ND DOOR
LEVEE TOP
TOP OF 2ND DOORRL 107.57
RL 108.68DOORS FULLY OPEN (TOP)
CCTVCAMERA
1.02m
FREE
BOAR
D
0.59m
0.51m
RL 108.922 FRAME TOP
5m H
IGH
E-
F-
F-
5.58m 1.6m
2.05m
2.15m
2.15m
2.15m
REGULATOR BAY(LOW FLOW)
REGULATOR BAY
REGULATOR BAY
REGULATOR BAY
HAND PACKED ROCKFILLED RENOMATTRESSES OVER GEOTEXTILEON DOWNSTREAM SIDE
U/S SENSORD/S SENSOR
U/S SENSORD/S SENSOR
U/S SENSORD/S SENSOR
CCTVCAMERA
RL 105.8
3.45m
0.59m
0.59m
0.59m
2.17m
GROUT FILL FACE OF EXISTINGWALL TO MAKE FLUSH WITH BASE.
RL 106.98 @ 55,000 ML/DAY
0.59m
VARI
ESEA
CH B
AY
CONTROLPANEL
BATTERYBACKUPIN PILLAR
CCTV CAMERA
TO MASTERCONTROL
POLE MOUNTEDSOLAR PANEL
(1 PER 2 GATES)
MANUAL ACTUATORGEARBOX
RL 107.36
RL 106.39
EX' PIER
TOP OF 1ST DOOR
TOP OF 2ND DOOR
TOP OF 2ND DOORRL 107.57
1.02m
FREE
BOAR
D
0.84m
RL 108.0LEVEE TOP
RL 109.01DOORS FULLY OPEN (TOP)
RL 109.252 FRAME TOP
5m H
IGH
1.6m2.78m
1.81m
1.02m
FREE
BOAR
DRL 105.8
HAND PACKED ROCKFILLED RENOMATTRESSES OVER GEOTEXTILE
ON DOWNSTREAM SIDE
RL VARIES
FALSE FLOOR & SILL OVER EPS INFILLDOWELLED INTO EXISTING STRUCTURE
RL 106.98 @ 55,000 ML/DAY
1.7m0.25m
RL 106.89EX' TOP OF BOARDS
DOOR CLOSED SENSOR
VARI
ESEA
CH B
AY
POLE MOUNTEDSOLAR PANEL
(1 PER 2 GATES)
CONTROLPANEL
BATTERYBACKUPIN PILLAR
SOLARPOWERED CCTV
TO MASTERCONTROL
EX' LEEVE BATTEREX' LEEVE BATTER
RETAIN EXISTING STEELACCESS PLATFORM
RL 106.39
RL 108.0
RL 109.252 FRAME TOP
TOP OF 1ST DOOR
TOP OF 2ND DOOR
LEVEE TOP
TOP OF 2ND DOORRL 107.57
RL 109.01DOORS FULLY OPEN (TOP)
RL 108.0
20m
8m MIN.
REDUCED SCALE
Sheet No.
Drawing No.
A1
0
SCALE
© GMR Engineering Services
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AMENDMENTSREV DATE
GMR Engineering Services
Revision.
DRAFTED
DESIGNED
VERIFIED
Phone:Fax:
Engineering Services
(03) 5822 0333(03) 5822 0033
Website: gmreng.com.au
SCALE
GMR15013.04 proposed works.dwg
Loch West Road, Bunbartha
Works Arrangements 2 - Loch Garry
GMR15013.08
2
8
0.5 1 2.0m
1:50 @ A1
1:100 @ A3
G. Ryan September 2015
R. Barker September 2015
C. S. Jajal October 2015
NOTE !
OVERHEAD POWER CABLES.
BEWARE OF EXISTING
A INITIAL DRAFT 18-09-15
LOCH GARRY OVERALL SECTIONSCALE 1:200 @ A1SCALE 1:400 @ A1
LOCH GARRY TYPICAL SPILLWAY BAY PLANSCALE 1:50 @ A1SCALE 1:100 @ A1
LOCH GARRY TYPICAL SPILLWAY BAYS 1 - 30 SECTION C - CSCALE 1:50 @ A1SCALE 1:100 @ A1
LOCH GARRY TYPICAL SPILLWAY BAYS 1 - 30 SECTION D - DSCALE 1:50 @ A1SCALE 1:100 @ A1
(N
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CATCHMENTMANAGEMENTAUTHORITY
GOULBURNBROKEN
NOTES!1. BAYS 1 TO 30 TO USE TYPICAL SPILLWAY BAY HYDRAULIC GATES.2. BAYS 31 TO 37 & 39 TO 48 TO USE TYPICAL REGULATOR BAY HYDRAULIC GATES,
WITH ADJUSTED WIDTHS & HEIGHTS TO SUIT EACH INDIVIDUAL BAY.3. BAY 38 TO USE TYPICAL REGULATOR BAY HYDRAULIC GATE.4. ALL LEVELS & DIMENSIONS TO BE CONFIRMED ONSITE BY MANUFACTURER.5. TOP OF GATES AT 55,000 ML PER DAY (LOCH GARRY 106.98m)
ORDER OF WORKS1. REMOVE EXISTING TIMBER DECK & SUPER STRUCTURE.2. INSTALL NEW HYDRAULIC GATES.3. MODIFY EXISTING STEEL ACCESS PLATFORM TO SUIT.4. SCADA SYSTEM (REMOTE OPERATION & COMMUNICATIONS).5. PLACE ROCK BEACHING ON DOWNSTREAM SIDE OF STRUCTURES.6. DECOMMISSION OF EXISTING TIMBER DROP BOARDS.
1 ADOPTED 300mm FREEBOARD FROM LEVEE TOP 25-09-15
LOCH GARRY TYPICAL SPILLWAY BAYS 31 - 37 & 39 - 48PLAN
SCALE 1:50 @ A1SCALE 1:100 @ A1
LOCH GARRY TYPICAL SPILLWAY BAYS 31 - 37 & 39 - 48SECTION C - C
SCALE 1:50 @ A1SCALE 1:100 @ A1
LOCH GARRY TYPICAL SPILLWAY BAYS 31 - 37 & 39 - 48SECTION D - D
SCALE 1:50 @ A1SCALE 1:100 @ A1
2 GMR MARKUPS 25-09-15
1.87m 1.87m 1.73m1.73m ℄ ℄ ℄
0.31m
1.1m
3.33m
20m
OF E
ROSI
ONCO
NTRO
L WOR
KS
MASTER CONTROLCABINET
AERIAL FOR SENDING& RECEIVING DATA
U/S SENSORU/S SENSORU/S SENSORU/S SENSOR
D/S SENSOR D/S SENSOR
CCTVCAMERA
D/S SENSORD/S SENSOR
RL 105.31 @ 55,000 ML/DAY
1.58m
0.73m
0.73m
0.73m
4.81m
RL 103.856
RL 104.581
RL 105.310
RL 107.890
2.25m
0.87m 0.3m 1.57m 1.57m 1.58m0.3m 0.3m 0.87m
8.93m
1.6m
0.25m 0.3m 0.25m0.3m
LEVEE TOPRL 106.720
0.69m
FREE
BOAR
D
RL 106.031
CCTV CAMERA
TO MASTERCONTROL
POLE MOUNTEDSOLAR PANEL(1 PER 2 GATES)
MASTER CONTROLCABINET
TO & FROMCONTROL PANELS
POLE MOUNTEDSOLAR PANEL(1 PER 2 GATES)
RL 107.545DOORS FULLY OPEN (TOP)
FRAME TOP
DOOR CLOSED SENSOR
TOP OF 1ST DOOR
TOP OF 2ND DOOR
TOP OF 2ND DOOR
MANUAL ACTUATORGEARBOX
TO MASTERCONTROL
TO MASTERCONTROL
CONTROLPANEL
CONTROLPANEL
5m H
IGH
AERIAL MAST15m HIGH
BATTERY BACKUPIN PILLAR
BATTERY BACKUPIN PILLAR
RL 105.31 @ 55,000 ML/DAY
BATTERYBACKUPIN PILLAR
0.6m
2.73m
2.25m
0.3m 0.25m
0.45m
3.1m
0.55m2m
REMOVE 1 x EXISTING MID - DECK UNIT& SHIFT KERB UNIT OVER TO ALLOW
FOR HYDRAULIC GATE INSTALLATION .
TREE TO BEREMOVED ON INLETSIDE OF STRUCTURE
INSTALL NEW BALUSTRADE ONTOP OF CONCRETE KERB RAIL
(BOTH SIDES).
1.02m
1.41m
FREE
BOAR
D
HAND PACKED ROCKFILLED RENOMATTRESSES OVER GEOTEXTILE
ON DOWNSTREAM SIDE
LEVEE TOPRL 106.72
0.55m
POLE MOUNTEDSOLAR PANEL
(1 PER 2 GATES)
CCTV CAMERA
CONTROL PANEL
20m
8m MIN.
1.6m
0.25m 0.3m 0.25m0.3m
0.1m 0.3m 0.1m
0.45m
0.25m
0.1m
2.15m
DOWEL INTOEXISTING SLAB
30mm FILLETS @ALL EDGES
APPROVED REINFORCEMENTBY ENGINEER
REDUCED SCALE
Sheet No.
Drawing No.
A1
0
SCALE
© GMR Engineering Services
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AMENDMENTSREV DATE
GMR Engineering Services
Revision.
DRAFTED
DESIGNED
VERIFIED
Phone:Fax:
Engineering Services
(03) 5822 0333(03) 5822 0033
Website: gmreng.com.au
SCALE
GMR15013.04 proposed works.dwg
Pogues Road, Bunbartha
Works Arrangements - Deep Creek Outlet
GMR15013.09
2
9
0.5 1 2.0m
1:50 @ A1
1:100 @ A3
G. Ryan September 2015
R. Barker September 2015
C. S. Jajal October 2015
NOTE !
OVERHEAD POWER CABLES.
BEWARE OF EXISTING
A INITIAL DRAFT 18-09-15
(N
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DEEP CREEK LAYOUT PLANSCALE 1:50 @ A1SCALE 1:100 @ A1
DEEP CREEK ELEVATIONSCALE 1:50 @ A1
DEEP CREEK SECTIONSCALE 1:50 @ A1
CATCHMENTMANAGEMENTAUTHORITY
GOULBURNBROKEN
TYPICAL SHEER WALL SECTIONSCALE 1:20 @ A1SCALE 1:40 @ A1
ORDER OF WORKS1. REMOVE EXISTING STEEL COLUMNS, HANDRAIL & TIMBER DROP BOARDS.2. CONSTRUCT 3 x NEW FOUNDATIONS & SHEER WALLS.3. INSTALL NEW HYDRAULIC GATES.4. INSTALL NEW BALUSTRADE.5. SCADA SYSTEM (REMOTE OPERATION & COMMUNICATIONS).6. REMOVE TREES UP STREAM OF STRUCTURE.7. PLACE ROCK BEACHING ON DOWN STREAM SIDE OF STRUCTURE.
1 ADOPTED 300mm FREEBOARD FROM LEVEE TOP 25-09-15
NOTES!1. ALL LEVELS & DIMENSIONS TO BE CONFIRMED ONSITE BY MANUFACTURER.2. TOP OF GATES AT 55,000 ML PER DAY (DEEP CREEK 105.31m).
2 GMR MARKUPS 25-09-15
15.26m
4m 4m
10.26m
3.34m 3.34m 3.34m℄ ℄ ℄ ℄
300mm THK CONCRETEWING WALLS BOTH SIDES
250 WIDE x 900mmDEEP CUT OFF WALL
1.8m WIDE ACCESSPLATFORM CANTILEVEREDOFF TOPS OF SHEER WALLS
MATCH INTO EXISTINGLEVEE TOP OF BANK
8.24m
MATCH INTO EXISTINGLEVEE TOP OF BANK
1.8m1.8m
ENGINEERED FILLBEHIND WINGWALL
20m
OF E
ROSI
ONCO
NTRO
L WOR
KS
4.83m
REPAIR BROKEN SILL& SUBSIDENCE
POLE MOUNTEDSOLAR PANEL
MASTER CONTROLCABINET
AERIAL FOR SENDING& RECEIVING DATA
U/S SENSOR U/S SENSOR U/S SENSOR
D/S SENSORD/S SENSORD/S SENSOR
ENGINEERED FILLBEHIND WINGWALL
300mm THK CONCRETE WINGWALL RETURN TO MATCHINTO EXISTING LEVEE BANK
WINGWALL TOEXTEND TO & EMBEDINTO EARTH LEVEE
0.44m
3.52m
0.3m 0.25m
0.45m
1.75m
0.55m1.2m
300mm THK CONCRETEWING WALLS BOTH SIDES
4m LONG 300mm THKCONCRETE WING WALLRETURN TO MATCH INTOEXISTING LEVEE BANK
1.8m WIDE ACCESSPLATFORM CANTILEVEREDOFF TOPS OF SHEER WALLS
1.8m
DOWELL INTOEXISTING SHEET
PILE CAP
4.83mPOLE MOUNTEDSOLAR PANEL
(1 PER 2 GATES)
CCTV CAMERA
TO MASTERCONTROLCONTROL PANEL
BATTERY BACKUPIN PILLAR
2.78m
LEVEERL 103.0
5m H
IGH
RL 102.6 @ 55,000 ML/DAY
3.04m 3.04m 3.04m0.3m 0.3m 0.3m 0.3m
10.32m
RL 99.58
RL 101.113
RL 102.645
RL 104.178
RL 104.934
LEVEERL 103.0
0.35m
FREE
BOAR
D
BATTERY BACKUPIN PILLAR
CCTV CAMERA
TO MASTERCONTROL
POLE MOUNTEDSOLAR PANEL
(1 PER 2 GATES)
CONTROLPANEL
BATTERY BACKUPIN PILLAR
POLE MOUNTEDSOLAR PANEL(1 PER 2 GATES)
MASTER CONTROLCABINET
TO & FROMCONTROL PANELS
CCTV CAMERA
TO MASTERCONTROL
FRAME TOPRL 104.632DOORS FULLY OPEN (TOP)
DOOR CLOSED SENSOR
TOP OF 1ST DOOR
TOP OF 2ND DOOR
TOP OF 2ND DOOR
MANUALACTUATORGEARBOX
CONTROLPANEL
AERIAL MAST15m HIGH
5m H
IGH
RL 102.6 @ 55,000 ML/DAY
HAND PACKED ROCKFILLED RENOMATTRESSES OVER GEOTEXTILE
ON DOWNSTREAM SIDE
20m
8m MIN.
REDUCED SCALE
Sheet No.
Drawing No.
A1
0
SCALE
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AMENDMENTSREV DATE
GMR Engineering Services
Revision.
DRAFTED
DESIGNED
VERIFIED
Phone:Fax:
Engineering Services
(03) 5822 0333(03) 5822 0033
Website: gmreng.com.au
SCALE
GMR15013.04 proposed works.dwg
Murray Valley Hwy, Kotupna
Works Arrangements - Wakiti Creek Outlet
GMR15013.10
2
10
0.5 1 2.0m
1:50 @ A1
1:100 @ A3
G. Ryan September 2015
R. Barker September 2015
C. S. Jajal October 2015
NOTE !
OVERHEAD POWER CABLES.
BEWARE OF EXISTING
A INITIAL DRAFT 18-09-15
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WAKITI CREEK LAYOUT PLANSCALE 1:50 @ A1SCALE 1:100 @ A1
WAKITI CREEK SOUTH ELEVATIONSCALE 1:50 @ A1SCALE 1:100 @ A1
WAKITI CREEK SECTION (INLET)SCALE 1:50 @ A1SCALE 1:100 @ A1
CATCHMENTMANAGEMENTAUTHORITY
GOULBURNBROKEN
WAKITI CREEK SECTION (OUTLET)SCALE 1:50 @ A1SCALE 1:100 @ A1
ORDER OF WORKS1. CONSTRUCT NEW 4 x NEW FOUNDATIONS & SHEER WALLS.2. CONSTRUCT NEW WING WALLS BOTH SIDES, BASE & CUT OFF WALL.3. INSTALL NEW HYDRAULIC GATES.4. INSTALL NEW STEEL ACCESS PLATFORM & BALUSTRADE.5. SCADA SYSTEM (REMOTE OPERATION & COMMUNICATIONS).6. REMOVE TREES UP STREAM OF STRUCTURE.7. PLACE ROCK BEACHING DOW STREAM SIDE OF STRUCTURE.
TREES TO BE REMOVED ONINLET SIDE OF STRUCTURE
TREES TO BEREMOVED ON INLETSIDE OF STRUCTURE
1 ADOPTED 300mm FREEBOARD FROM LEVEE TOP 25-09-15
NOTES!1. ALL LEVELS & DIMENSIONS TO BE CONFIRMED ONSITE BY MANUFACTURER.2. TOP OF GATES AT 55,000 ML PER DAY (WAKITI CREEK 102.6m).
2 GMR MARKUPS 25-09-15
2.26m 18m 2.26m
22.51m
4.92m
TYPE 1 ROCK BEACHING OVERGEOTEXTILE AS PER VICROADSSPECIFICATIONS SECTION 713
3m
1.8m 5.3m
1.8m
5m ACCESS PLATFORMAC
CESS
PLA
TFOR
M
MASTERCONTROLCABINET2.55m
HAND PACKED ROCKFILLED RENOMATTRESSES OVER GEOTEXTILEON DOWNSTREAM SIDE
HAND PACKED ROCKFILLED RENOMATTRESSES OVER GEOTEXTILE
ON DOWNSTREAM SIDE
TYPE 1 ROCK BEACHING OVERGEOTEXTILE AS PER VICROADSSPECIFICATIONS SECTION 713
U/S SENSOR D/S SENSOR
CCTVCAMERA
CCTVCAMERA
RL 100.88 @ 55,000 ML/DAY
18m2.4m1.2m
0.5m 2.6m
REINFORCED CONCRETE RAFTSLAB BASE TO CROWN UNITS
3 x BOX CULVERTS,1.5 x 1.5 x 2.4m (INTERNAL) CROWN UNITS
7.5 UNITS PER CULVERT
CAST INSITU REINFORCE CONCRETEHEADWALLS @ EACH END
3.24
1m
3.0m DEEP STEELSHEET PILING SYSTEM
3m
3.0m DEEP STEELSHEET PILING SYSTEM
3m
7.1m
0.75m
6.88m
RL 95.946
RL 96.696
RL 97.446
RL 102.719
0.75m
0.75m
4.63m
RL 98.196
RL 95.453
1.8m WIDE ACCESS PLATFORMWITH ACCESS FROM FLOOD LEVEE
TO MASTERCONTROL
TO & FROMCONTROL PANELS
POLE MOUNTEDSOLAR PANEL
(1 PER 2 GATES)
HAND PACKED ROCKFILLED RENOMATTRESSES OVER GEOTEXTILEON DOWNSTREAM SIDE
ENGINEERED FILL IN 150mmCOMPACTED LAYERS
CONTROL PANEL
BATTERYBACKUP IN
PILLAR
MASTERCONTROLCABINET
LEVEE TOP
DOORS FULLY OPEN (TOP)
FRAME TOP
DOOR CLOSED SENSOR
TOP OF 1ST DOOR
TOP OF 2ND DOOR
RL 101.26RECONSTRUCT LEVEE TO MATCH INTOEXISTING EACH SIDE OD STRUCTURE
CCTV CAMERA
8m MIN.
20mRENO MATTRESSES
AERIAL MAST15m HIGH
RL 100.88 @ 55,000 ML/DAY
3.36m
1.5m 1.5m 1.5m1.45m
1.45m
1.63m
10.23m
0.25m 0.25m2.26m2.26m 5.22m
0.5m
0.9m
1.09m
RL 100.88 @ 55,000 ML/DAY
1.66m 1.66m1.61m
4.92m
1.8m WIDE ACCESS PLATFORM
TYPE 1 ROCK BEACHING OVERGEOTEXTILE AS PER VICROADSSPECIFICATIONS SECTION 713
CONTROLPANEL
BATTERY BACKUPIN PILLAR
SOLARPOWERED CCTV
POLE MOUNTEDSOLAR PANEL
(1 PER 2 GATES)
POLE MOUNTEDSOLAR PANEL
(1 PER 2 GATES)
SOLARPOWERED CCTV
CONTROLPANEL
BATTERY BACKUPIN PILLARLEVEE TOP
RL 101.26
RL 102.719FRAME TOP
DOORS FULLY OPEN (TOP)
DOOR CLOSED SENSOR
TOP OF 1ST DOOR
TOP OF 2ND DOOR
RL 95.946
RL 96.696
RL 97.446
RL 98.196
5m H
IGH
REDUCED SCALE
Sheet No.
Drawing No.
A1
0
SCALE
© GMR Engineering Services
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AMENDMENTSREV DATE
GMR Engineering Services
Revision.
DRAFTED
DESIGNED
VERIFIED
Phone:Fax:
Engineering Services
(03) 5822 0333(03) 5822 0033
Website: gmreng.com.au
SCALE
GMR15013.04 proposed works.dwg
Hancocks Road, Kotupna
Works Arrangements - Hancocks Creek Outlet
GMR15013.11
2
11
1.0 2 4.0m
1:100 @ A1
1:200 @ A3
G. Ryan September 2015
R. Barker September 2015
C. S. Jajal October 2015
NOTE !
OVERHEAD POWER CABLES.
BEWARE OF EXISTING
A INITIAL DRAFT 18-09-15
(N
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HANCOCKS CREEK LAYOUT PLANSCALE 1:100 @ A1SCALE 1:200 @ A1
HANCOCKS CREEK SECTIONSCALE 1:100 @ A1SCALE 1:200 @ A1
HANCOCK CREEK ELEVATION (DOWNSTREAM)SCALE 1:50 @ A1
SCALE 1:100 @ A1
CATCHMENTMANAGEMENTAUTHORITY
GOULBURNBROKEN
HANCOCK CREEK ELEVATION (UPSTREAM)SCALE 1:50 @ A1SCALE 1:100 @ A1
1 ADOPTED 300mm FREEBOARD FROM LEVEE TOP 25-09-15
2 GMR MARKUPS 25-09-15