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 TITLE DRAWING 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 1 GMR15013.02-03 GMR15013.04 1 1 GMR15013.05 1 GMR15013.06 LOCH GARRY (NOT FOR CONSTRUCTION) 20/10/2015 PRELIMINARY 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 CATCHMENT MANAGEMENT AUTHORITY GOULBURN BROKEN BUNBARTHA KOTUPNA WYUNA WYUNA EAST MURRAY VALLEY HIGHWAY KARRIMBA MUNDOONA GOULBURN RIVER DEEP CREEK WAKITI CREEK HANCOCKS CREEK 2 2 2
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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
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
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
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
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
O
T
F
O
R
C
O
N
S
T
R
U
C
T
IO
N
)
2
0
/1
0
/2
0
1
5
P
R
E
L
IM
IN
A
R
Y
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)
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.
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
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