GMR Engineering Services Goulburn Broken Catchment Manage · Engineering Services (03) 5822 0333 (03) 5822 0033 Website: gmreng.com.au SCALE GMR15013.03 existing conditions.dwg Loch

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


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


121.92m

STEEL PLATFORMACCESS

REDUCED SCALE

Sheet No.

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SCALE

© GMR Engineering Services

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AMENDMENTSREV DATE


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


GOULBURNBROKEN

1 GENERAL AMENDMENTS 28-09-15

LOCH GARRY OVERALL PLANSCALE 1:200 @ A1SCALE 1:400 @ A1


121.92m

LEVEE (RL 108.00m)FLOOD

RL 103.99

RL 105.80No.37 No.39

No.30No.1 No.48No.38

LOW

FLO

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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


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.

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SCALE


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AMENDMENTSREV DATE


Revision.

DRAFTED

DESIGNED

VERIFIED

Phone:Fax:


(03) 5822 0333(03) 5822 0033


SCALE



Existing Conditions - Loch Garry 2 of 2

GMR15013.03

A

3

0.5 1 2.0m

1:50 @ A1

1:100 @ A3


NOTE !


BEWARE OF EXISTING


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


GOULBURNBROKEN


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


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.

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SCALE


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AMENDMENTSREV DATE


Revision.

DRAFTED

DESIGNED

VERIFIED

Phone:Fax:


(03) 5822 0333(03) 5822 0033


SCALE


Pogues Road, Bunbartha

Existing Conditions - Deep Creek Outlet

GMR15013.04

A

4

0.5 1 2.0m

1:50 @ A1

1:100 @ A3


NOTE !


BEWARE OF EXISTING


(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


GOULBURNBROKEN


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.

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AMENDMENTSREV DATE


Revision.

DRAFTED

DESIGNED

VERIFIED

Phone:Fax:


(03) 5822 0333(03) 5822 0033


SCALE


Murray Valley Hwy, Kotupna

Existing Conditions - Wakiti Creek Outlet

GMR15013.05

A

5

0.5 1 2.0m

1:50 @ A1

1:100 @ A3


NOTE !


BEWARE OF EXISTING


(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


GOULBURNBROKEN


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.

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AMENDMENTSREV DATE


Revision.

DRAFTED

DESIGNED

VERIFIED

Phone:Fax:


(03) 5822 0333(03) 5822 0033


SCALE


Hancoks Road, Kotupna

Existing Conditions - Hancocks Creek Outlet

GMR15013.06

A

6

1.0 2 4.0m

1:100 @ A1

1:200 @ A3


NOTE !


BEWARE OF EXISTING


(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


GOULBURNBROKEN


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


DOOR CLOSED SENSOR


(1 PER 2 GATES)

RETAIN EXISTING STEELACCESS PLATFORM

CONTROLPANEL


CCTV CAMERA

TO MASTERCONTROL

EX' LEEVE BATTER

EX' LEEVE BATTERTOP OF 2ND DOOR


TOP OF 1ST DOOR


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



CCTVCAMERA

APRON(INVERT)

APRON

APRON

APRON

10m

OF E

ROSI

ONCO

NTRO

L WOR

KS


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


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AMENDMENTSREV DATE


Revision.

DRAFTED

DESIGNED

VERIFIED

Phone:Fax:


(03) 5822 0333(03) 5822 0033


SCALE

GMR15013.04 proposed works.dwg


Works Arrangements - Loch Garry

GMR15013.07

2

7

0.5 1 2.0m

1:50 @ A1

1:100 @ A3

G. Ryan September 2015


C. S. Jajal October 2015

NOTE !


BEWARE OF EXISTING


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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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


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




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


ON DOWNSTREAM SIDE

RL 107.36RL 106.98 @ 55,000 ML/DAY


EX' PIER RL 106.89EX' TOP OF BOARDS

DOOR CLOSED SENSOR DOOR CLOSED SENSOR


(1 PER 2 GATES)

CONTROLPANEL


CCTVCAMERA

TO MASTERCONTROL

TOP OF 1ST DOOR

TOP OF 2ND DOOR

LEVEE TOP



TOP OF 1ST DOOR

TOP OF 2ND DOOR

TOP OF 2ND DOOR

DOORS FULLY OPEN (TOP)

EX' LEEVE BATTER

EX' LEEVE BATTER


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


TO MASTERCONTROL


(1 PER 2 GATES)

RL 108.0

TOP OF 1ST DOOR

TOP OF 2ND DOOR

LEVEE TOP



CCTVCAMERA

1.02m

FREE

BOAR

D

0.59m

0.51m


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





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


CCTV CAMERA

TO MASTERCONTROL


(1 PER 2 GATES)


RL 107.36

RL 106.39

EX' PIER

TOP OF 1ST DOOR

TOP OF 2ND DOOR


1.02m

FREE

BOAR

D

0.84m

RL 108.0LEVEE TOP



5m H

IGH

1.6m2.78m

1.81m

1.02m

FREE

BOAR

DRL 105.8


ON DOWNSTREAM SIDE

RL VARIES

FALSE FLOOR & SILL OVER EPS INFILLDOWELLED INTO EXISTING STRUCTURE

RL 106.98 @ 55,000 ML/DAY

1.7m0.25m


DOOR CLOSED SENSOR

VARI

ESEA

CH B

AY


(1 PER 2 GATES)

CONTROLPANEL


SOLARPOWERED CCTV

TO MASTERCONTROL

EX' LEEVE BATTEREX' LEEVE BATTER

RETAIN EXISTING STEELACCESS PLATFORM

RL 106.39

RL 108.0


TOP OF 1ST DOOR

TOP OF 2ND DOOR

LEVEE TOP



RL 108.0

20m

8m MIN.

REDUCED SCALE

Sheet No.

Drawing No.

A1

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SCALE


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AMENDMENTSREV DATE


Revision.

DRAFTED

DESIGNED

VERIFIED

Phone:Fax:


(03) 5822 0333(03) 5822 0033


SCALE



Works Arrangements 2 - Loch Garry

GMR15013.08

2

8

0.5 1 2.0m

1:50 @ A1

1:100 @ A3




NOTE !


BEWARE OF EXISTING


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

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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.


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


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)


TO & FROMCONTROL PANELS



FRAME TOP

DOOR CLOSED SENSOR

TOP OF 1ST DOOR

TOP OF 2ND DOOR

TOP OF 2ND DOOR


TO MASTERCONTROL

TO MASTERCONTROL

CONTROLPANEL

CONTROLPANEL

5m H

IGH

AERIAL MAST15m HIGH

BATTERY BACKUPIN PILLAR


RL 105.31 @ 55,000 ML/DAY


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


ON DOWNSTREAM SIDE

LEVEE TOPRL 106.72

0.55m


(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

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SCALE


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AMENDMENTSREV DATE


Revision.

DRAFTED

DESIGNED

VERIFIED

Phone:Fax:


(03) 5822 0333(03) 5822 0033


SCALE


Pogues Road, Bunbartha

Works Arrangements - Deep Creek Outlet

GMR15013.09

2

9

0.5 1 2.0m

1:50 @ A1

1:100 @ A3




NOTE !


BEWARE OF EXISTING


(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


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.


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).


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



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


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


CCTV CAMERA

TO MASTERCONTROL


(1 PER 2 GATES)

CONTROLPANEL





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


ON DOWNSTREAM SIDE

20m

8m MIN.

REDUCED SCALE

Sheet No.

Drawing No.

A1

0

SCALE


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F

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HIC

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CA

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D.

AMENDMENTSREV DATE


Revision.

DRAFTED

DESIGNED

VERIFIED

Phone:Fax:


(03) 5822 0333(03) 5822 0033


SCALE


Murray Valley Hwy, Kotupna

Works Arrangements - Wakiti Creek Outlet

GMR15013.10

2

10

0.5 1 2.0m

1:50 @ A1

1:100 @ A3




NOTE !


BEWARE OF EXISTING


(N

O

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2

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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


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


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).


2.26m 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



ON DOWNSTREAM SIDE


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



(1 PER 2 GATES)


ENGINEERED FILL IN 150mmCOMPACTED LAYERS

CONTROL PANEL

BATTERYBACKUP IN

PILLAR

MASTERCONTROLCABINET

LEVEE 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


CONTROLPANEL


SOLARPOWERED CCTV


(1 PER 2 GATES)


(1 PER 2 GATES)

SOLARPOWERED CCTV

CONTROLPANEL

BATTERY BACKUPIN PILLARLEVEE TOP

RL 101.26

RL 102.719FRAME TOP


DOOR CLOSED SENSOR

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TOP OF 2ND DOOR

RL 95.946

RL 96.696

RL 97.446

RL 98.196

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REDUCED SCALE

Sheet No.

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AMENDMENTSREV DATE


Revision.

DRAFTED

DESIGNED

VERIFIED

Phone:Fax:


(03) 5822 0333(03) 5822 0033


SCALE


Hancocks Road, Kotupna

Works Arrangements - Hancocks Creek Outlet

GMR15013.11

2

11

1.0 2 4.0m

1:100 @ A1

1:200 @ A3




NOTE !


BEWARE OF EXISTING


(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


GOULBURNBROKEN

HANCOCK CREEK ELEVATION (UPSTREAM)SCALE 1:50 @ A1SCALE 1:100 @ A1



Documents

GMR Engineering Services Goulburn Broken Catchment Manage · Engineering Services (03) 5822 0333 (03) 5822 0033 Website: gmreng.com.au SCALE GMR15013.03 existing conditions.dwg Loch