This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:29 March 2016 - 1:29 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-G600
B
P CHILDS S DONDERS
AS SHOWN
LOCALITY PLAN
DRAWING LISTDRG No. DRAWING TITLE
23-15556-G600 LOCALITY PLAN AND DRAWING LIST
23-15556-G601 GENERAL NOTES AND LEGEND
23-15556-C600 GENERAL ARRANGEMENT PLAN
23-15556-C601 LAYOUT PLAN AND LONGITUDINAL SECTION SHEET 1 OF 3
23-15556-C602 LAYOUT PLAN AND LONGITUDINAL SECTION SHEET 2 OF 3
23-15556-C603 LAYOUT PLAN AND LONGITUDINAL SECTION SHEET 3 OF 3
23-15556-C604 CROSS SECTIONS SHEET 1 OF 6
23-15556-C605 CROSS SECTIONS SHEET 2 OF 6
23-15556-C606 CROSS SECTIONS SHEET 3 OF 6
23-15556-C607 CROSS SECTIONS SHEET 4 OF 6
23-15556-C608 CROSS SECTIONS SHEET 5 OF 6
23-15556-C609 CROSS SECTIONS SHEET 6 OF 6
23-15556-C610 GOVERNMENT DAM LEVEE LOW FLOW PIPE PLAN & LONGITUDINAL SECTION
23-15556-C611 BUND AND DIVERSION CHANNEL PLAN AND LONG SECTION SHEET 1 OF 2
23-15556-C612 BUND AND DIVERSION CHANNEL PLAN AND LONG SECTION SHEET 2 OF 2
23-15556-C613 BUND AND DIVERSION CHANNEL CROSS SECTIONS SHEET 1 OF 2
23-15556-C614 BUND AND DIVERSION CHANNEL CROSS SECTIONS SHEET 2 OF 2
23-15556-C615 LOCKHART COLLINGULLIE ROAD CULVERT - GENERAL ARRANGEMENT PLAN
23-15556-C616 LOCKHART COLLINGULLIE ROAD CULVERT - SECTIONS AND ELEVATIONS
23-15556-C617 SETOUT DETAILSGOVERNMENT DAM
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
N.T.S
N
GENERAL LEGEND:GENERAL:G1. ALL WORK TO BE IN ACCORDANCE WITH THE DRAWINGS AND
SPECIFICATION
G2. ALL SERVICES TO BE PROVEN BY CONTRACTOR PRIOR TOCOMMENCEMENT OF ANY WORK. TAKE PRECAUTIONS TO ESTABLISHLOCATION OF AND PROTECT EXISTING SERVICES ON SITE. SERVICESSHOWN ON DRAWINGS ARE IN APPROXIMATE LOCATIONS ONLY.SERVICES OTHER THAN THOSE SHOWN MAY EXIST. HAND EXCAVATEWITHIN ONE METRE OF IN-GROUND SERVICES. COMPLETE DIAL BEFOREYOU DIG REQUEST PRIOR TO UNDERTAKING WORK.
G3. GATES, SIGNS AND FENCES TO BE REMOVED, RECOVERED ANDREINSTATED.
G4. IF REQUIRED EXISTING SERVICES TO BE LOWERED AND PROTECTED INACCORDANCE WITH SERVICE PROVIDERS REQUIREMENTS.
G5. EXTENT OF CLEARING AND REMOVAL OF VEGETATION TO BE MARKEDAND APPROVED BY SUPERINTENDENT PRIOR TO COMMENCING WORK.
G6. REFER TO SPECIFICATION FOR SUBGRADE PREPARATIONREQUIREMENTS.
G7. ALL TEMPORARY WARNING SIGNS USED DURING CONSTRUCTION SHALLBE IN ACCORDANCE WITH AS 1742-3
G8. ALL EARTHWORKS AND PAVEMENT CONSTRUCTION ARE TO BECARRIED OUT IN ACCORDANCE WITH THE SPECIFICATION.
G9. ALL TOPSOIL, INCLUDING ANY SILT LAYER AND ORGANIC MATERIAL, TOA DEPTH OF 100mm SHALL BE REMOVED AND STOCKPILES AT ALOCATION SPECIFIED BY THE SUPERINTENDENT.
G10. INSPECTIONS UNDERTAKEN BY SUPERINTENDENT OR OTHERS DO NOTRELIEVE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITHDRAWINGS AND SPECIFICATIONS.
G11. INSPECTIONS UNDERTAKEN BY SUPERINTENDENT OR OTHERS DO NOTRELIEVE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITHDRAWINGS AND SPECIFICATIONS.
G12. SURFACES WHICH LIE OUTSIDE THE GENERAL LIMITS OF WORKS ANDWHICH ARE DISTURBED ARE TO BE RESTORED TO THEPRECONSTRUCTION CONDITION BY THE CONTRACTOR TO THESATISFACTION OF THE SUPERINTENDENT
G13. ALL LEVELS SHOWN ARE FINISHED SURFACE LEVELS UNLESS NOTEDOTHERWISE. WHERE APPLICABLE THE CONTRACTOR SHALL ALLOW FORTHE THICKNESS OF THE VARIED SPECIFIED FINISHES.
G14. THE CONTRACTOR SHALL PROVIDE ALL LABOUR, MATERIALS ANDEQUIPMENT NECESSARY FOR THE ACCURATE SETTING OUT OF THEENTIRE WORKS. THE CONTRACTOR SHALL ENSURE THAT ALLSURFACES ARE CONSTRUCTED TO THE CORRECT LEVELS.
G15. EXISTING SERVICES HAVE BEEN PLOTTED FROM CURRENT DBYDINFORMATION ONLY. THE SUPERINTENDENT DOES NOT GUARANTEETHE ACCURACY OR COMPLETENESS OF DATA USED AND IT IS THECONTRACTOR'S RESPONSIBILITY TO CONFIRM THE LOCATION ANDDEPTH OF ALL EXISTING SERVICES PRIOR TO COMMENCING WORK.
G16. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THEWORK HEALTH & SAFETY ACT 2011, WHICH REQUIRES EMPLOYERS TOENSURE THE HEALTH, SAFETY AND WELFARE OF ALL THEIREMPLOYEES AND PERSONS IN THE VICINITY OF THE WORK SITE .
G17. CARRY OUT WORK IN A SAFE MANNER IN ACCORDANCE WITHAPPLICABLE LEGISLATION STATUTORY REGULATIONS, BY-LAWS ORRULES. THE SITE SUPERVISOR IS RESPONSIBLE FOR WORK HEALTHAND SAFETY OF SITE PERSONNEL AND GENERAL PUBLIC INACCORDANCE WITH WITH WORK HEALTH AND SAFETY ACT 2010,LEGISLATIVE REQUIREMENTS, ASSOCIATED REGULATIONS AND CODESOF PRACTICE, INDUSTRIAL AGREEMENTS AND ACCEPTED INDUSTRYPRACTICE.
G18. SUBMIT DETAILS OF CHANGES TO SCOPE, WORK METHODS ORMATERIALS etc FOR APPROVAL BEFORE PROCEEDING. APPROVAL DOESNOT AUTHORISE A VARIATION TO THE CONTRACT.
G19. OBTAIN NECESSARY PERMITS AND APPROVALS FROM RELEVANTAUTHORITIES BEFORE COMMENCING WORK ON THE SITE. NOTIFYRELEVANT SERVICE AUTHORITIES BEFORE COMMENCING WORK ONTHE SITE.
G20. DO NOT OBTAIN DIMENSIONS BY SCALING FROM DRAWINGS.
G21. DIMENSIONS ARE IN METRES, LEVELS ARE IN METRES UNLESSOTHERWISE NOTED.
G22. DATUM FOR LEVELS IS AHD (AUSTRALIAN HEIGHT DATUM),CO-ORDINATES ARE TO MGA94 (MAP GRID OF AUSTRALIA), MGA ZONE55.
G23. OBTAIN REQUIREMENTS FOR ADJOINING ELEMENTS TO BE FIXED TO ORSUPPORTED ON WORK AND PROVIDE FOR REQUIRED FIXINGS.DRAWINGS DO NOT SHOW DETAILS OF ALL FIXTURES, INSERTS,SLEEVES, RECESSES OR OPENINGS etc REQUIRED. PROVIDE FORTEMPORARY SUPPORT OF ADJOINING ELEMENTS DURINGCONSTRUCTION.
G24. MAKE GOOD ANY DAMAGE TO EXISTING ELEMENTS AT COMPLETION OFWORKS.
G25. BOX CULVERTS TO BE DESIGNED BY A CERTIFIED MANUFACTURER ANDINSTALLED IN ACCORDANCE WITH AS1597.1 & AS1597.2.
G26. PLACE GUIDEPOSTS AT SPACINGS OF NO GREATER THAN 5mALONGSIDE CULVERT STRUCTURES.
SURVEY NOTESS1. COORDINATE INFORMATION IS TO MAP GRID AUSTRALIA (MGA)
COORDINATES. DATUM FOR ALL LEVELS IS AUSTRALIAN HEIGHT DATUM(AHD).
S2. SURVEY BY RIVLAND SURVEYORS PTY LTD.
S3. TREE HEIGHTS AND SHAPES ARE INDICATIVE ONLY.
S4. THE CONTRACTOR SHALL NOT DISTURB NOR OBLITERATE ANY SURVEYMARK. SHOULD ANY SURVEY MARK BE DISTURBED OR OBLITERATED.THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IMMEDIATELYAND THE SURVEY MARK SHALL BE REPLACED AT THE EXPENSE OF THECONTRACTOR.
SAFETY IN DESIGNSID1. THE SAFETY RISK MITIGATION ITEMS BELOW ARE BASED ON GHD'S
DESIGN OFFICE EXPERIENCE AND DO NOT NECESSARILY ACCOUNT FOR ALL CONSTRUCTION, OPERATION, MAINTENANCE AND DEMOLITION SAFETY RISKS. BASED ON INFORMATION AVAILABLE WHEN THIS DRAWING WAS MADE, IN ITS CAPACITY AS A DESIGNER ONLY, GHD HAS TRIED TO IDENTIFY SAFETY RISKS PERTAINING TO CONSTRUCTION, OPERATION, MAINTENANCE AND DEMOLITION PHASES OF THE ASSET. INCLUSION (OR NOT) OF ANY ITEM DOES NOT REDUCE OR LIMIT OBLIGATIONS OF CONSTRUCTOR, USER, MAINTAINER AND DEMOLISHER TO UNDERTAKE APPROPRIATE RISK MANAGEMENT ACTIVITIES TO REDUCE RISK AND IS NOT AN ADMISSION BY GHD THAT INCLUSION OF ANY ITEM IS DESIGNER'S RESPONSIBILITY.
SID2. CONSTRUCT BUILDING ELEMENTS THAT CONTRIBUTE TO SAFETY, SUCH AS HANDRAILS AND TOE BOARDS, FALL ARREST SYSTEMS, ACCESS STAIRS, etc AS EARLY AS POSSIBLE.
SID3. WRITTEN RISK ASSESSMENTS ARE ADVISED FOR ACCESS TO OPEN EXCAVATIONS.
SID4. SEEK ADVICE FROM SUITABLY QUALIFIED STRUCTURAL ENGINEER BEFORE CORING, CHASING, CUTTING OR REMOVAL OF EXISTING CONCRETE AND REINFORCEMENT.
SID5. CONTRACTOR TO CONSIDER THE RISKS OF WORKING ADJACENT TO OVERHEAD POWER LINES AND TO TAKE MEASURES TO ELIMINATE OR MINIMISE THE RISKS.
SID6. BACKFILL CONDITIONS TO BE AS SHOWN.
SID7. ALL STORMWATER PIPES TO BE RRJ
SID8. ALL PIPE LENGTHS, PIPE INVERTS AND LEVELS AND GRADES ARE MEASURED AT CENTRE OF STORMWATER STRUCTURE.
SID9. ALL EXISTING PITS WITHIN CONSTRUCTION AREA TO BE CLEANED AND DEBRIS REMOVED.
SID10. STORMWATER SUMPS DEEPER THAN 900mm TO HAVE STEP IRONS.
SID11. BOX CULVERTS SHALL COMPLY WITH THE REQUIREMENTS OF AS 1597.2.
DEMOLITION
D1. DEMOLITION WORK TO BE TO AS2601. TAKE PRECAUTIONS NECESSARY FOR PROTECTION OF PERSONS, VEHICLES AND PROPERTY.
D2. OBTAIN NECESSARY PERMITS AND APPROVALS FROM RELEVANT AUTHORITIES BEFORE COMMENCING WORK ON SITE. DO NOT COMMENCE DEMOLITION WORK BEFORE DEMOLITION PERMIT / SCAFFOLD PERMIT OBTAINED.
D3. SEEK ADVICE FROM SUITABLY QUALIFIED STRUCTURAL ENGINEER TO ESTABLISH CRITICAL STABILITY ELEMENTS AND ASSIST DEVELOPMENT OF DEMOLITION METHOD STATEMENT.
D4. DO NOT USE EXPLOSIVES.
D5. REMOVE FROM SITE ALL DEMOLISHED MATERIALS NOT REQUIRED IN FINAL WORKS INCLUDING FOOTINGS.
D6. SUBMIT NAMES AND CONTACT DETAILS OF PROPOSED DEMOLITIONSUBCONTRACTORS.
D7. SUBMIT ELECTRONIC PDF'S OR THREE PAPER COPIES OF PROPOSEDDEMOLITION METHOD STATEMENT AT LEAST 14 DAYS PRIOR TODEMOLITION WORK. DO NOT PROCEED WITH DEMOLITION UNTILWRITTEN APPROVAL ISSUED. METHOD STATEMENT TO INCLUDEPROPOSED SEQUENCE OF WORKS, TIMES FOR DISCONNECTION ANDRECONNECTION OF SERVICES, SITE SECURITY, HOT WORKS,SPLINTERS AND EXPOSED ELEMENTS, DEBRIS, TRANSPORT ANDDISPOSAL, ACCESS EQUIPMENT, TEMPORARY BATTERS, AIR QUALITYAND POLLUTION CONTROL MEASURES.
EARTHWORKSE1. REMOVE ALL EVIDENT UNCONTROLLED FILL OR ANY SOFT, WET OR
HIGHLY COMPRESSIBLE MATERIAL OR SOIL RICH IN ORGANIC MATTERINCLUDING ROOTS. CARE SHALL BE TAKEN IN THE REMOVAL OF TREEROOTS.
E2. ALL IMPORTED FILL MATERIAL SHALL COMPRISE ONLY NATURAL EARTHAND ROCK AND SHALL BE FREE OF CONTAMINANTS (AS DEFINED BY
SECTION 11 OF THE ENVIRONMENTAL PROTECTION ACT 1994),NOXIOUS WEEDS AND HAZARDOUS, DELETERIOUS OR ORGANICMATERIAL.
E3. SUITABLE FILL SHALL COMPLY WITH THE REQUIREMENTS OF CLAUSE4.4 OF AS3798-2007 'GUIDELINES ON EARTHWORKS FOR RESIDENTIALAND COMMERCIAL DEVELOPMENT'.
E4. THE CONTRACTOR SHALL CHECK, CONFIRM AND SATISFY THEMSELVESTHAT ALL DIMENSIONS, LEVELS AND SERVICE LOCATIONS ARECORRECT PRIOR TO CONSTRUCTION WORKS COMMENCING ON SITE.
E5. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IMMEDIATELYOF ANY DISCREPANCIES OR ERRORS THAT MAY BE PRESENT WITHINTHESE PLANS.
E6. ALL EXCESS SPOIL OR UNSUITABLE MATERIAL IS TO BE DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE TO AN APPROVED SITE.
SPECIAL REQUIREMENTSSR1. AREAS FOR PARKING OF CONSTRUCTION PLANT, ETC SHALL BE KEPT
FREE OF ANY CONTAMINATES (EG ENGINE OIL, HYDRAULIC OIL, FUEL,KEROSENE).
SR2. DAMAGE CAUSED BY CONSTRUCTION EQUIPMENT, ETC, TO ANY NEWOR EXISTING INFRASTRUCTURE SHALL BE MADE GOOD BY THECONTRACTOR AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTIONOF THE SUPERINTENDENT.
EXISTING SERVICESES1. THE CONTRACTOR SHALL ARRANGE FOR CURRENT
DIAL-BEFORE-YOU-DIG (DBYD) SERVICES SEARCH PLANS FOR ANYEXISTING SERVICES WITHIN THE VICINITY OF THE CONSTRUCTION SITEAND SHALL MAINTAIN A MATCH COPY OF THESE PLANS ON SITE AT ALLTIMES DURING THE CONSTRUCTION PHASE OF THIS PROJECT.CONTRACTOR TO CONTACT COOLAMON SHIRE COUNCIL TO LOCATEAND DEPTH WATER, SEWER AND DRAINAGE CONNECTION POINTS.
ES2. ANY SERVICE THAT IS IDENTIFIED ON SITE THAT IS NOT SHOWN WITHINTHESE PLANS SHALL BE IMMEDIATELY BOUGHT TO THE ATTENTION OFTHE SUPERINTENDENT FOR COORDINATION WITH THE DESIGN SHOWNWITHIN THESE PLANS. NO WORK SHALL PROCEED PAST THIS POINTUNTIL APPROVAL IS GIVEN BY THE SUPERINTENDENT TO PROCEED.
ES3. ANY DAMAGE CAUSED TO ANY EXISTING SERVICE DURING THECONSTRUCTION PERIOD OF THIS PROJECT SHALL BE REPORTEDIMMEDIATELY TO THE SUPERINTENDENT AND SUCH DAMAGE MADEGOOD AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THESUPERINTENDENT .
PROTECTION AND EROSION ANDSEDIMENT CONTROL
P1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE SITE ANDSURROUNDING AREA FROM DAMAGE RESULTING FROM STORMWATERRUNOFF
P2. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BEIMPLEMENTED AND MAINTAINED BY THE CONTRACTOR DURINGCONSTRUCTION TO MINIMISE THE EFFECTS OF WEATHER TO THESATISFACTION OF THE SUPERINTENDENT.
P3. NO EXTENSIONS OF TIME WILL BE GRANTED SHOULD DAMAGE TO THEWORKS AND SURROUNDING AREAS RESULTING FROM THECONTRACTOR'S NEGLIGENCE IN NOT PROVIDING ADEQUATE EROSIONAND SEDIMENT CONTROL PROTECTION.
TOPSOIL / LANDSCAPINGT1. TOPSOIL SHALL BE UNIFORMLY APPLIED TO PROVIDE A MINIMUM DEPTH
OF 100mm TO ALL RESTORED TOPSOILED AREAS, WITH SOIL LUMPSNOT EXCEEDING 50mm DIMENSION.
T2. CARE MUST BE TAKEN AT ALL TIMES TO PREVENT DAMAGE TO TREEROOTS AND BRANCHES.
T3. NO CUTTING OF TREE ROOTS TO TAKE PLACE WITHOUT CONSULTINGTHE SUPERINTENDENT.
OVERHEAD POWER LINESO1. THE CONTRACTOR SHALL NOT DISTURB THE FOOTINGS OF EXISTING
STREET LIGHTING AND POWER POLES WHICH ARE NOT TO BERELOCATED.
O2. THE CONTRACTOR IS TO DEMONSTRATE CARE WHEN OPERATINGVEHICLES AND MACHINERY IN THE VICINITY OF OVERHEAD POWERLINES.
CONSTRUCTION NOTESC1. THE CONTRACTOR SHALL ARRANGE FOR THE WORK TO BE INSPECTED
BY THE SUPERINTENDENT AT THE HOLD POINTS AS PER THESPECIFICATION.
C2. THE CONTRACTOR SHALL GIVE NOT LESS THAN TWENTY FOUR HOURSNOTICE WHEN REQUESTING AN INSPECTION OF CONSTRUCTION HOLDPOINTS.
TESTING FREQUENCY, WITNESSPOINTS AND HOLD POINTS
TF1. TESTING REQUIREMENTS ARE SET OUT IN THE SPECIFICATION. THE CONTRACTOR MUST COMPLY WITH ALL WITNESS AND HOLD POINTS NOTED IN THE SPECIFICATION | | | |
E(OH)
C
W
DESIGN CONTROL LINE
TOP OF BATTER
BOTTOM OF BATTER
DESIGN SURFACE
EXISTING SURFACE
EXISTING OVERHEAD ELECTRICITY
EXISTING COMMUNICATIONS
EXISTING WATER
EXISTING FENCE
CADASTRE BOUNDARIES
CONTOUR INTERVALS
EXISTING TREES
DIRECTION OF FLOW
CULVERT LAYOUT
GABIAN MATTRESS
DEMOLITION AREA
SIGNS AND LINEMARKINGS:
SL1. ALL WORK ASSOCIATED WITH SIGNS AND LINE MARKINGS SHALL BEIN ACCORDANCE WITH AUSTRALIAN STANDARDS AS 1742 - "MANUALOF UNIFORM TRAFFIC CONTROL DEVICES".
LEVEE EMBANKMENT NOTES
CLEARING AND STRIPPINGCS1. THE FOOTPRINT OF THE LEVEE SHOULD BE STRIPPED OF ALL
SURFACE VEGETATION, STUMPS AND ROOTS. THE TOP 150mmOF TOPSOIL SHOULD BE STRIPPED AND STOCKPILED FORSPREADING OVER THE LEVEE BANK ON COMPLETION OF THEBULK EARTHWORKS.
FOUNDATION PREPARATIONFP1. ANY SOFT OR SATURATED GROUND IN THE FOUNDATION
SHOULD BE REMOVED AND BACKFILLED WITH COMPACTEDEARTH FILL. FOR LEVEE BANKS GREATER THAN 1.5m EXCAVATETHE CUT-OFF TRENCH TO THE REQUIRED DEPTH ANDDIMENSIONS. COMPACT THE FOUNDATION SURFACE AS FORTHE EMBANKMENT.
FP2. EARTHFILL TO BE FINE GRAINED INORGANIC SOIL, FREE OFROCKS, ORGANIC WATER AND OTHER DELETERIOUS MATERIAL.EARTHFILL TO COMPLY WITH:- PI >10%-% PASSING 0.075 > 25%- % PASSING 0.475 > 75%-MAX PARTICAL SIZE 75mm
WARNINGSERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:29 March 2016 - 1:29 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-G601
B
P CHILDS S DONDERS
AS SHOWN
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
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REFER DRAWING 23-15556-C602FOR DETAILS
REFER DRAWING 23-15556-C603FOR DETAILS
REFER DRAWING 23-15556-C601
FOR DETAILS
REFER DRAWING 23-15556-C612
FOR DETAILS
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REFER DRAWING 23-15556-C611
FOR DETAILS
REFER DRAWING23-15556-C610FOR DETAILS
REFER DRAWING 23-15556-C611FOR DETAILS
TBM 01
TBM 02
TBM 03
TBM 04
LEGEND
| | | |
E(OH)
C
W
214.5
DESIGN CONTROL LINE
TOP OF BATTER
BOTTOM OF BATTER
DESIGN SURFACE
EXISTING SURFACE
EXISTING OVERHEAD ELECTRICITY
EXISTING COMMUNICATIONS
EXISTING WATER
EXISTING FENCE
CADASTRE BOUNDARIES
CONTOUR INTERVALS
EXISTING TREES
GABION MATRESS
CULVERT LAYOUT
WARNINGSERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
0.50
NATURAL SURFACE
SEED CHANNEL BATTERS ANDINVERT WITH LOCAL GRASSES
RESPREAD 100mm TOPSOIL OVER INVERTAND BATTERS AND SEED WITH LOCALGRASSES
BERM AND CHANNEL TYPICAL SECTIONSCALE 1:200
1 in -40%
0%1 in -41 in -4
0.50
NATURAL SURFACE
100mm TOPSOIL AND SEEDWITH LOCAL GRASSES
LEVEE TYPICAL SECTIONSCALE 1:200
1 in -4
3%1 in -43.00
2 TO 3m
100mm TOPSOIL ONBOTH BATTER SIDES
EARTHFILL COMPACTED TO95% MMD BETWEEN OMC ±2%
3.0m
MAX.
SCARIFY TO MIN 150mm, MOISTURECONDITION AND COMPACTION TO 95%. MDD.
PROVIDE LEVEE KEY WHERE LEVEE HEIGHT ISGREATER THAN 1.5M (REFER LONG SECTION).LEVEE KEY TO BE MINIMUM 1m DEPTH,OR BASE OF PERMEABLE LAYER IF PRESENT.
0.15
150mm MIN STRIPPING OF TOPSOIL AND SUBSOIL.
1 in -1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:31 March 2016 - 3:28 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C600
B
P CHILDS S DONDERS
AS SHOWN
N
0
SCALE 1:2000 AT ORIGINAL SIZE
4020 80 100m60
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
0 2 8 10m64
SCALE 1:200 AT ORIGINAL SIZE
GENERAL ARRANGEMENT PLANSCALE 1:2000
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1
5
4
1
5
4
1
5
4
1
5
5
1
5
5
1
5
5
155
1
5
5
1
5
5
1
5
5
1
5
5
1
5
5
1
5
5
1
5
5
1
5
5
1
5
5
155
1
5
5
1
5
5
155
1
5
5
155
1
5
5
1
5
5
1
5
6
1
5
6
1
5
6
1
5
6
1
5
6
1
5
6
1
5
6
1
5
6
1
5
6
1
5
6
1
5
6
1
5
6
156
1
5
6
1
5
6
1
5
6
1
5
6
1
5
6
1
5
7
157
1
5
7
1
5
7
1
5
7
1
5
7
1
5
7
1
5
7
1
5
7
157
1
5
7
1
5
7
EXISTINGDAM
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TC 309.342
CT 290.847TC 245.952
CT 186.779
TC 123.229
CT 111.513
TC 59.963
CT 56.032
TC 39.769
CT 25.596TC 19.379
325.000
300.000
275.000250.000
225.000
200.000
175.000
150.000
125.000
100.000
75.000
50.000
25.000
0.000
REFER DRAWING 23-15556-C610FOR LOW FLOW PIPE DETAILS
GABION MATTRESS 40m LONG x 8mWIDE FROM CHAINAGE 35 TO 75
CONSTRUCT NEW LEVEE BANK
ADDITIONAL FILL AVAILABLEFROM THESE AREA
IP C
H 3.5
6 RL 1
57.8
IP C
H 36
RL 1
57.8
IP C
H 45
.2 RL
155.5
IP C
H 66
.4 RL
155.5 IP
CH
75.6
RL 15
7.8
VERTICAL ALIGNMENTL=3.56m L=32.44m L=9.2m L=21.2m L=9.2m L=794.39m
G=16.67% G=0% G=-25% G=0% G=25% G=0%
R=20.00m R=-20.00m R=-60.00m R=-60.00m R=60.00mHORIZONTAL ALIGNMENT L=6.22m L=16.26m L=51.55m L=63.55m L=44.89mL=19.38m L=14.17m L=3.93m L=11.72m L=59.17m L=18.50m
0.00
157.2
070.0
015
7.21
3.56
157.8
000.6
615
7.14
19.38
157.8
000.9
215
6.88
25.60
157.8
001.0
215
6.78
36.00
157.8
001.4
215
6.38
39.77
156.8
580.7
615
6.10
45.20
155.5
00-0
.1615
5.66
56.03
155.5
000.4
515
5.05
59.96
155.5
000.2
215
5.28
66.40
155.5
00-0
.7015
6.20
75.60
157.8
000.8
615
6.94
80.00
157.8
000.7
815
7.02
100.0
015
7.800
0.71
157.0
9
111.5
115
7.800
0.55
157.2
5
120.0
015
7.800
0.61
157.1
9
123.2
315
7.800
0.58
157.2
2
140.0
015
7.800
0.49
157.3
1
160.0
015
7.800
0.63
157.1
7
180.0
015
7.800
0.84
156.9
6
186.7
815
7.800
0.86
156.9
4
200.0
015
7.800
0.90
156.9
0
220.0
015
7.800
2.57
155.2
3
240.0
015
7.800
2.90
154.9
0
245.9
515
7.800
2.98
154.8
2
260.0
015
7.800
2.07
155.7
3
280.0
015
7.800
1.04
156.7
6
290.8
515
7.800
0.49
157.3
1
300.0
015
7.800
0.25
157.5
5
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 153.00
PROVIDE LEVEE KEY TO 1m DEPTH.REFER LEVEE TYPICAL SECTION ONDRAWING 23-15556-C600
LOW FLOW PIPE REFER DETAILDRAWING 23-15556-C610
LONGITUDINAL SECTION - CH 0.00 TO 300.00HORZ 1:500 VERT 1:100
WARNINGSERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:31 March 2016 - 4:57 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C601
B
P CHILDS S DONDERS
AS SHOWN
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
25mHORIZONTAL 1:500
5 15 2010
VERTICAL 1:100 1 5m432
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
LAYOUT PLANSCALE 1:500
NOTE:1. REFER DRAWING 23-15556-G601 FOR GENERAL NOTES AND
LEGEND2. REFER DRAWING 23-15556-C600 FOR GENERAL ARRANGEMENT
PLAN AND TYPICAL DETAILS3. REFER DRAWING 23-15556-C604 TO C609 FOR LEVEE CROSS
SECTIONS4. REFER DRAWING 23-15556-C617 FOR SETOUT DETAILS
FOR CONTINUATION REFER TO DRAWING 23-15556-C602
LIMIT OF WORKS
ADDITIONAL FILL AVAILABLEFROM THESE AREA
155
1
5
5
156
1
5
6
156
1
5
6
1
5
6
156
156
156
1
5
6
1
5
6
1
5
6
156
1
5
6
1
5
6
1
5
6
156
1
5
6
1
5
6
1
5
6
1
5
6
156
156
1
5
6
1
5
7
1
5
7
157
157
1
5
7
1
5
7
157
157
1
5
7
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CT 541.029
TC 525.549
CT 493.328
TC 459.931
CT 442.574
TC 309.342
CT 290.847
600.000
575.000
550.000
525.000
500.000
475.000
450.000
375.000
325.000
300.000
275.000
TC 414.748
CT 361.001
425.000
400.000
350.000
VERTICAL ALIGNMENTL=794.39m
G=0%
R=-60.00m R=40.00m R=40.00m R=-10.00mHORIZONTAL ALIGNMENT L=51.66m L=27.83m L=33.40m L=15.48mL=18.50m L=53.75m L=17.36m L=32.22m L=294.41m
300.0
015
7.800
0.25
157.5
5
309.3
415
7.800
0.26
157.5
4
320.0
015
7.800
0.28
157.5
2
340.0
015
7.800
0.29
157.5
1
360.0
015
7.800
0.04
157.7
636
1.00
157.8
000.0
315
7.77
380.0
015
7.800
-0.13
157.9
3
400.0
015
7.800
-0.13
157.9
3
414.7
515
7.800
-0.11
157.9
1
420.0
015
7.800
-0.08
157.8
8
440.0
015
7.800
0.14
157.6
644
2.57
157.8
000.1
815
7.62
459.9
315
7.800
0.97
156.8
3
480.0
015
7.800
1.81
155.9
9
493.3
315
7.800
1.64
156.1
6
500.0
015
7.800
1.49
156.3
1
520.0
015
7.800
1.45
156.3
5
525.5
515
7.800
1.35
156.4
5
540.0
015
7.800
1.71
156.0
954
1.03
157.8
001.7
015
6.10
560.0
015
7.800
1.48
156.3
2
580.0
015
7.800
1.36
156.4
4
600.0
015
7.800
1.32
156.4
8
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 154.00
CONSTRUCT NEW CUT OFF TRENCH.REFER TYPICAL LEVEE BANK DETAILON DRAWING 23-15556-C600
LONGITUDINAL SECTION - CH 300.00 TO 600.00HORZ 1:500 VERT 1:100
WARNINGSERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:31 March 2016 - 4:58 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C602
B
P CHILDS S DONDERS
AS SHOWN
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
25mHORIZONTAL 1:500
5 15 2010
VERTICAL 1:100 1 5m432
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
LAYOUT PLANSCALE 1:500
NOTE:1. REFER DRAWING 23-15556-G601 FOR GENERAL NOTES AND
LEGEND2. REFER DRAWING 23-15556-C600 FOR GENERAL ARRANGEMENT
PLAN AND TYPICAL DETAILS3. REFER DRAWING 23-15556-C604 TO C609 FOR LEVEE CROSS
SECTIONS4. REFER DRAWING 23-15556-C617 FOR SETOUT DETAILS
N
FOR CONTINUATION REFER TO DRAWING 23-15556-C603
FOR CONTINUATION REFER TO DRAWING 23-15556-C601
1
5
6
1
5
7
1
5
7
157
157
1
5
7
157
157
157
1
5
7
1
5
7
1
5
7
1
5
8
1
5
8
1
5
8
1
5
8
C
C
C
C
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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TC 857.233
TC26.058
CT10.819
TC3.380
0.000
CT 869.387
CT 842.278TC 835.435
869.988
850.000
825.000
800.000
775.000
750.000
725.000
700.000
675.000
650.000
625.000
600.000
GRADUALLY CHANGEBATTER GRADE FROM 1:4TO 1:6 AROUND BEND.
REMOVE HIGH MOUND TO 600mm BELOWDESIGN HEIGHT. COMPACT FILL MATERIALTO CONSTRUCT LEVEE TO DESIGNHEIGHT. REINSTATE TREATED PINE LOGFENCE UPON COMPLETION OFEARTHWOKS
REMOVE EACH TREE
VERTICAL ALIGNMENTL=794.39m
G=0%
R=-10.00m R=8.00mHORIZONTAL ALIGNMENT L=6.84m L=12.15mL=294.41m L=14.95m L=0.60m
600.0
015
7.800
1.32
156.4
8
620.0
015
7.800
1.18
156.6
2
640.0
015
7.800
1.02
156.7
8
660.0
015
7.800
1.06
156.7
4
680.0
015
7.800
0.92
156.8
8
700.0
015
7.800
0.81
156.9
9
720.0
015
7.800
0.66
157.1
4
740.0
015
7.800
0.58
157.2
2
760.0
015
7.800
0.58
157.2
2
780.0
015
7.800
0.55
157.2
5
800.0
015
7.800
0.49
157.3
1
820.0
015
7.800
0.10
157.7
0
835.4
315
7.800
0.33
157.4
7
840.0
015
7.800
0.31
157.4
984
2.28
157.8
000.2
915
7.51
857.2
315
7.800
0.21
157.5
986
0.00
157.8
000.1
815
7.62
869.9
915
7.800
0.00
157.8
0
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 154.00
LONGITUDINAL SECTION - CH 600.00 TO 869.99HORZ 1:500 VERT 1:100
WARNINGSERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:31 March 2016 - 4:58 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C603
B
P CHILDS S DONDERS
AS SHOWN
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
25mHORIZONTAL 1:500
5 15 2010
VERTICAL 1:100 1 5m432
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
NOTE:1. REFER DRAWING 23-15556-G601 FOR GENERAL NOTES AND
LEGEND2. REFER DRAWING 23-15556-C600 FOR GENERAL ARRANGEMENT
PLAN AND TYPICAL DETAILS3. REFER DRAWING 23-15556-C604 TO C609 FOR LEVEE CROSS
SECTIONS4. REFER DRAWING 23-15556-C617 FOR SETOUT DETAILS
N
LAYOUT PLANSCALE 1:500
FOR CONTINUATION REFER TO DRAWING 23-15556-C611
FOR
CONT
INUA
TION
REF
ER T
O DR
AWIN
G 23
-155
56-C
602
CH 0
1 in -43% -3% 1 in -4
-4.05
156.6
10
156.6
15
-1.5
156.9
90.2
615
7.252
015
7.21
015
7.207
1.515
7.05
0.11
157.1
62
2.24
156.9
80
156.9
76
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 25
1 in -4
3% -3%
1 in -4
-10.4
515
5.61
015
5.608
-1.5
156.5
21.3
315
7.845
015
6.79
1.01
157.8
1.515
6.71
1.05
157.7
55
7.73
156.2
015
6.197
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 154.00
CH 50
1 in -4 3% -3%
-1.92
155.4
40
155.4
41-1
.515
5.45
0.09
155.5
45
015
5.49
0.01
155.5
1.515
5.51
-0.06
155.4
55
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 154.00
CH 75
1 in -43% -3%
1 in -4
-4.89
156.8
50
156.8
48
-1.5
156.9
20.7
715
7.695
015
6.90.7
515
7.65
1.515
6.82
0.78
157.6
05
5.59
156.5
80
156.5
82
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 100
1 in -43% -3% 1 in -4
-5.1
156.9
50
156.9
45
-1.5
157.0
60.7
815
7.845
015
7.09
0.71
157.8
1.515
7.13
0.62
157.7
55
3.64
157.2
20
157.2
19
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 125
1 in -43% -3%
1 in -4
-4.36
157.1
30
157.1
3
-1.5
157.2
20.6
215
7.845
015
7.24
0.56
157.8
1.515
7.24
0.52
157.7
55
4.11
157.1
015
7.103
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 150
1 in -43% -3% 1 in -4
-4.19
157.1
70
157.1
73
-1.5
157.2
50.6
157.8
45
015
7.29
0.51
157.8
1.515
7.33
0.43
157.7
55
3.61
157.2
30
157.2
29
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 156.00
CH 175
1 in -43% -3%
1 in -4
-5.67
156.8
015
6.802
-1.5
156.9
30.9
215
7.845
015
6.95
0.85
157.8
1.515
6.99
0.77
157.7
55
4.74
156.9
40
156.9
45
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:29 March 2016 - 1:30 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C604
B
P CHILDS S DONDERS
AS SHOWN
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
5mHORIZONTAL 1:100
1 3 42
5m4VERTICAL 1:100 1 2 3
NOTE:1. REFER DRAWING 23-15556-G601 FOR GENERAL NOTES AND
LEGEND2. REFER DRAWING 23-15556-C600 FOR GENERAL ARRANGEMENT
PLAN AND TYPICAL DETAILS3. REFER DRAWING 23-15556-C601 TO C603 FOR LEVEE LAYOUT
PLAN AND LONGITUDINAL SECTIONS4. REFER DRAWING 23-15556-C617 FOR SETOUT DETAILS
REFER TYPICAL DETAILS ONDRAWING 23-15556 C601
CH 200
1 in -43% -3%
1 in -4
-5.49
156.8
50
156.8
47
-1.5
156.9
10.9
415
7.845
015
6.90.9
157.8
1.515
6.90.8
515
7.755
4.915
6.90
156.9
04OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 225
1 in -4
3% -3%
1 in -4
-11.8
715
5.25
015
5.251
-1.5
155.1
82.6
715
7.845
015
5.18
2.62
157.8
1.515
5.19
2.57
157.7
55
13.1
154.8
50
154.8
54
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 154.00
CH 250
1 in -4
3% -3%
1 in -4
-12.1
815
5.17
015
5.174
-1.5
155.1
2.74
157.8
45
015
5.19
2.61
157.8
1.515
5.16
2.615
7.755
12.18
155.0
80
155.0
84
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 154.00
CH 275
1 in -43% -3%
1 in -4
-6.35
156.6
30
156.6
32
-1.5
156.6
51.1
915
7.845
015
6.67
1.13
157.8
1.515
6.65
1.11
157.7
55
6.29
156.5
60
156.5
58
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:29 March 2016 - 1:30 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C605
B
P CHILDS S DONDERS
AS SHOWN
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
5mHORIZONTAL 1:100
1 3 42
5m4VERTICAL 1:100 1 2 3
NOTE:1. REFER DRAWING 23-15556-G601 FOR GENERAL NOTES AND
LEGEND2. REFER DRAWING 23-15556-C600 FOR GENERAL ARRANGEMENT
PLAN AND TYPICAL DETAILS3. REFER DRAWING 23-15556-C601 TO C603 FOR LEVEE LAYOUT
PLAN AND LONGITUDINAL SECTIONS4. REFER DRAWING 23-15556-C617 FOR SETOUT DETAILS
CH 300
1 in -4 3% -3% 1 in -4
-2.96
157.4
80
157.4
8
-1.5
157.5
20.3
315
7.845
015
7.55
0.25
157.8
1.515
7.50.2
515
7.755
2.67
157.4
60
157.4
63
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 156.00
CH 325
-1.6%1 in -4
3% -3%1 in -4
-1.7%
-43.1
815
6.50
156.5
-43.1
815
6.50
156.5
-4.43
157.5
5-0
.4415
7.112
-1.5
157.5
10.3
415
7.845
015
7.49
0.31
157.8
1.515
7.46
0.29
157.7
55
4.43
157.4
-0.38
157.0
22
34.52
156.5
015
6.534
.5215
6.50
156.5
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 350
-1.5%1 in -4
3% -3%1 in -4
-1.2%
-28.7
415
6.50
156.5
-28.7
415
6.50
156.5
-5.5
157.6
3-0
.7815
6.845
-1.5
157.6
30.2
115
7.845
015
7.63
0.17
157.8
1.515
7.62
0.13
157.7
55
5.515
7.62
-0.86
156.7
55
26.02
156.5
015
6.526
.0215
6.50
156.5
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 375
-2.1%1 in -4
3% -3%1 in -4
-1%
-21.7
815
6.50
156.5
-21.7
815
6.50
156.5
-5.5
157.8
6-1
.0215
6.845
-1.5
157.9
2-0
.0815
7.845
015
7.93
-0.13
157.8
1.515
7.93
-0.18
157.7
55
5.515
7.89
-1.13
156.7
55
32.05
156.5
015
6.532
.0515
6.50
156.5
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 154.00
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:29 March 2016 - 1:31 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C606
B
P CHILDS S DONDERS
AS SHOWN
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
5mHORIZONTAL 1:100
1 3 42
5m4VERTICAL 1:100 1 2 3
NOTE:1. REFER DRAWING 23-15556-G601 FOR GENERAL NOTES AND
LEGEND2. REFER DRAWING 23-15556-C600 FOR GENERAL ARRANGEMENT
PLAN AND TYPICAL DETAILS3. REFER DRAWING 23-15556-C601 TO C603 FOR LEVEE LAYOUT
PLAN AND LONGITUDINAL SECTIONS4. REFER DRAWING 23-15556-C617 FOR SETOUT DETAILS
CH 400
-2.3%1 in -4
3% -3%1 in -4
-1%
-20.3
215
6.50
156.5
-20.3
215
6.50
156.5
-5.5
157.8
8-1
.0315
6.845
-1.5
157.9
2-0
.0715
7.845
015
7.93
-0.13
157.8
1.515
7.94
-0.19
157.7
55
5.515
7.92
-1.16
156.7
55
30.85
156.5
015
6.530
.8515
6.50
156.5
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 425
-2.2%1 in -4
3% -3%1 in -4
-1.3%
-23.7
515
6.50
156.5
-23.7
515
6.50
156.5
-5.23
157.7
7-0
.8615
6.912
-1.5
157.8
5-0
157.8
45
015
7.84
-0.04
157.8
1.515
7.84
-0.08
157.7
55
5.23
157.8
3-1
.0115
6.822
29.36
156.5
015
6.529
.3615
6.50
156.5
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 450
1 in -4 3% -3% 1 in -4
-2.99
157.4
70
157.4
72
-1.5
157.5
0.35
157.8
45
015
7.53
0.27
157.8
1.515
7.54
0.22
157.7
55
2.51
157.5
015
7.502
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 156.00
CH 475
1 in -4
3% -3%
1 in -4
-8.22
156.1
70
156.1
66
-1.5
155.9
1.95
157.8
45
015
5.93
1.87
157.8
1.515
5.95
1.815
7.755
8.35
156.0
40
156.0
44
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 500
1 in -4
3% -3%
1 in -4
-7.93
156.2
40
156.2
37
-1.5
156.2
61.5
915
7.845
015
6.31
1.49
157.8
1.515
6.31.4
515
7.755
7.43
156.2
70
156.2
74
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 525
1 in -4
3% -3%
1 in -4
-7.15
156.4
30
156.4
32
-1.5
156.4
21.4
215
7.845
015
6.42
1.38
157.8
1.515
6.43
1.33
157.7
55
7.49
156.2
60
156.2
57
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:29 March 2016 - 1:31 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C607
B
P CHILDS S DONDERS
AS SHOWN
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
5mHORIZONTAL 1:100
1 3 42
5m4VERTICAL 1:100 1 2 3
NOTE:1. REFER DRAWING 23-15556-G601 FOR GENERAL NOTES AND
LEGEND2. REFER DRAWING 23-15556-C600 FOR GENERAL ARRANGEMENT
PLAN AND TYPICAL DETAILS3. REFER DRAWING 23-15556-C601 TO C603 FOR LEVEE LAYOUT
PLAN AND LONGITUDINAL SECTIONS4. REFER DRAWING 23-15556-C617 FOR SETOUT DETAILS
CH 550
1 in -4
3% -3%1 in -4
-7.16
156.4
30
156.4
31
-1.5
156.2
11.6
415
7.845
015
6.23
1.57
157.8
1.515
6.29
1.46
157.7
55
6.74
156.4
40
156.4
45
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 575
1 in -43% -3%
1 in -4
-6.72
156.5
40
156.5
41
-1.5
156.4
81.3
615
7.845
015
6.43
1.37
157.8
1.515
6.51.2
615
7.755
5.84
156.6
70
156.6
71
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 600
1 in -43% -3%
1 in -4
-6.49
156.6
015
6.597
-1.5
156.5
41.3
115
7.845
015
6.48
1.32
157.8
1.515
6.57
1.19
157.7
55
5.44
156.7
70
156.7
69
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 625
1 in -43% -3%
1 in -4
-5.29
156.9
015
6.898
-1.5
156.7
21.1
315
7.845
015
6.63
1.17
157.8
1.515
6.71.0
515
7.755
4.98
156.8
80
156.8
85
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 650
1 in -43% -3%
1 in -4
-5.02
156.9
60
156.9
64
-1.5
156.7
81.0
615
7.845
015
6.75
1.05
157.8
1.515
6.81
0.94
157.7
55
4.51
157
015
7.002
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 675
1 in -43% -3%
1 in -4
-4.92
156.9
90
156.9
91
-1.5
156.7
51.0
915
7.845
015
6.82
0.98
157.8
1.515
6.92
0.84
157.7
55
4.18
157.0
90
157.0
86
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 155.00
CH 700
1 in -43% -3% 1 in -4
-3.98
157.2
20
157.2
24
-1.5
156.8
80.9
715
7.845
015
6.99
0.81
157.8
1.515
7.11
0.65
157.7
55
3.49
157.2
60
157.2
57
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 156.00
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:29 March 2016 - 1:31 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C608
B
P CHILDS S DONDERS
AS SHOWN
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
5mHORIZONTAL 1:100
1 3 42
5m4VERTICAL 1:100 1 2 3
NOTE:1. REFER DRAWING 23-15556-G601 FOR GENERAL NOTES AND
LEGEND2. REFER DRAWING 23-15556-C600 FOR GENERAL ARRANGEMENT
PLAN AND TYPICAL DETAILS3. REFER DRAWING 23-15556-C601 TO C603 FOR LEVEE LAYOUT
PLAN AND LONGITUDINAL SECTIONS4. REFER DRAWING 23-15556-C617 FOR SETOUT DETAILS
CH 725
1 in -43% -3% 1 in -4
-4.04
157.2
10
157.2
09
-1.5
157.0
90.7
615
7.845
015
7.17
0.63
157.8
1.515
7.28
0.48
157.7
55
2.99
157.3
80
157.3
83
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 156.00
CH 750
1 in -4 3% -3% 1 in -4
-3.54
157.3
40
157.3
36
-1.5
157.2
40.6
157.8
45
015
7.20.6
157.8
1.515
7.31
0.45
157.7
55
2.86
157.4
20
157.4
15
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 156.00
CH 775
1 in -4 3% -3% 1 in -4
-3.59
157.3
20
157.3
23
-1.5
157.2
60.5
915
7.845
015
7.21
0.59
157.8
1.515
7.31
0.44
157.7
55
2.82
157.4
20
157.4
25
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 156.00
CH 800
1 in -4 3% -3% 1 in -4
-3.22
157.4
10
157.4
14
-1.5
157.3
50.5
157.8
45
015
7.31
0.49
157.8
1.515
7.43
0.33
157.7
55
2.55
157.4
90
157.4
91
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 156.00
CH 850
1 in -4 3% -3% 1 in -4
-2.74
157.5
40
157.5
36
-1.5
157.4
80.3
715
7.845
015
7.41
0.39
157.8
1.515
7.40.3
515
7.755
2.94
157.4
015
7.396
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 156.00
CH 870
-1.5
157.7
8
015
7.8
1.515
7.82
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 156.00
CH 825
3% -3%
-2.45
158.0
8-0
.6815
7.4
-1.5
158.1
2-0
.2815
7.845
015
8.16
-0.36
157.8
1.515
8.2-0
.4415
7.755
3.48
158.2
5-0
.7515
7.500
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 157.00 1 in -4 1 in -4
REMOVE HIGH MOUND TO 600mmBELOW DESIGN HEIGHT. COMPACT FILL MATERIALTO CONSTRUCT LEVEE TO DESIGN HEIGHT
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:29 March 2016 - 1:31 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C609
B
P CHILDS S DONDERS
AS SHOWN
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
5mHORIZONTAL 1:100
1 3 42
5m4VERTICAL 1:100 1 2 3
NOTE:1. REFER DRAWING 23-15556-G601 FOR GENERAL NOTES AND
LEGEND2. REFER DRAWING 23-15556-C600 FOR GENERAL ARRANGEMENT
PLAN AND TYPICAL DETAILS3. REFER DRAWING 23-15556-C601 TO C603 FOR LEVEE LAYOUT
PLAN AND LONGITUDINAL SECTIONS4. REFER DRAWING 23-15556-C617 FOR SETOUT DETAILS
MATCH TO EXISTING
VERTICAL ALIGNMENTL=63.56m
G=0.39%
HORIZONTAL ALIGNMENT L=53.00m L=10.56m
0.00
153.5
00
20.00
153.5
78-1
.9615
5.54
40.00
153.6
57-3
.2415
6.90
60.00
153.7
35-0
.7215
4.46
63.56
153.7
490.0
015
3.75
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 150.00
LONGITUDINAL SECTION - LOW FLOW PIPEHORZ 1:200 VERT 1:200
53.00
252
.454
53.53
415
3.707
153.7
1015
5.401
155.3
97
1 in -43% -3%
1 in -4
WARNINGSERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
||
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0.000
10.000
20.000
30.000
40.000
50.000
60.000 63.560
53.002
B-
INSTALL Ø450mm RCP RRJCLASS 2 LOW FLOW PIPE
INSTALL PIT AND VALVE.REFER SECTION B DETAIL.
LOW FLOW PIPE INVERT AT RL 153.75
1
5
3
1
5
4
154
155
1
5
5
1
5
5
1
5
5
1
5
5
1
5
6
1
5
6
157
157
PRECAST HEADWALL
PRECAST HEADWALL
2m GABION MATRESS
SHAPE SHALLOWCHANNEL TO DIRECTFLOW TO CREEK LINE
A-
C-
PROVIDE CAST IRON CHECKER PLATELOCKING LID WITH HOLE FOR VALVE SPINDLETO SUIT
DN450 RCP RRJ
ROCLA 900X900 RKO PIT BASEPBKL0909060E.
1600
1080
TYCO Ø450mm KEYSTONE KNIFE GATE VALVE - FIGURE 952
TYPICAL DETAIL: LOW FLOW DRAINAGE PIT
RL 153.71
RL 155.30
5045
0
45090
060
015
0
ROCLA 900X900X600 RKO PIT RISERPRSL0906060E.
ROCLA 900X900X150 RKO PIT RISERPRSL0906015E.
SECTIONB- SCALE 1 : 50
NOTES:1. ALL PIT PENETRATIONS TO BE WATERTIGHT2. PIPE TO BE LAID AT MIN. 0.5% GRADE3. HOLE TO BE DRILLED IN PIT LID FOR EXTENDED SPINDLE SHAFT.
SPINDLE SHAFT TO BE CAPPED WITH KEY ADAPTOR TO SIT FLUSHWITH TOP OF PIT LID. DIAMETER OF HOLE IS TO BE WIDE ENOUGHTO ACCOMMODATE REMOVABLE HANDLE WITH SOCKET TO FIT KEYADAPTOR TO OPERATE VALVE
1.00
NATURAL SURFACE RESPREAD 100mm TOPSOIL OVER INVERTAND BATTERS AND SEED WITH LOCALGRASSES
SHALLOW CHANNEL TYPICAL SECTION
1 in -30%1 in -3
SECTIONA- SCALE 1 :200
LOW FLOW PIPE SETOUT POINTSPOINT EASTING NORTHING
CH 0.000 474847.121 6102774.688
474857.113 6102775.176
474867.102 6102775.634
474877.092 6102776.092
474887.081 6102776.551
474897.071 6102777.009
474900.015 6102777.151
474906.369 6102774.099
474909.574 6102772.549
CH 10.000
CH 20.000
CH 30.000
CH 40.000
CH 50.000
CH 53.002
CH 60.000
CH 63.560
1.2m (TYP.)
1.2m
(TYP
.)
3.0m (MIN)
154.137
157.80
EXISTING SURFACE
DESIGN SURFACE
0.45m
BACKFILL TO 98% MDD. MOISTURECONDITIONED TO OMC 0% TO OMC +2%
450mm Ø LOW FLOW PIPE
CONCRETE ENCASING AROUND PIPE (300mm MIN)
EXCAVATE 3m WIDE SLOT TO APPROX LEVEL 300mmABOVE TOP OF LOW FLOW PIPE WITH SIDE SLOPESOF 1(V) : 1(H) MAX.
EXCAVATE NARROW SERVICE TRENCH TOMATCH CONCRETE ENCASEMENT
SECTIONC- 50SCALE 1 :
LOW FLOW PIPE TYPICAL SECTION
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:29 March 2016 - 1:31 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C610
B
P CHILDS S DONDERS
AS SHOWNAT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
25mHORIZONTAL 1:500
5 15 2010
VERTICAL 1:100 1 5m432
0 2.5 10 12.5m7.55
SCALE 1:250 AT ORIGINAL SIZE
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
0
SCALE 1:50 AT ORIGINAL SIZE
500 2000 2500mm15001000
NOTE:1. REFER DRAWING 23-15556-G601 FOR GENERAL NOTES AND
LEGEND2. REFER DRAWING 23-15556-C600 FOR GENERAL ARRANGEMENT
PLAN AND TYPICAL DETAILS
LAYOUT PLANSCALE 1:250
VERTICAL ALIGNMENTL=395.02m
G=0.77%
R=20.00m R=-20.00m R=-40.00m R=40.00m R=-50.00mHORIZONTAL ALIGNMENT L=7.44m L=6.99m L=20.33m L=27.76m L=46.66mL=3.38m L=15.24m L=29.19m L=112.12m L=13.19m L=112.72m
0.00
157.0
770.0
015
7.08
3.38
157.1
03-0
.2115
7.31
10.82
157.1
60-0
.2115
7.37
25.00
157.2
70-0
.1215
7.39
26.06
157.2
78-0
.1115
7.39
33.05
157.3
32-0
.0815
7.41
50.00
157.4
63-0
.0315
7.50
62.23
157.5
580.0
015
7.55
75.00
157.6
57-0
.0415
7.70
82.57
157.7
15-0
.1715
7.88
100.0
015
7.850
-0.27
158.1
2
125.0
015
8.044
-0.22
158.2
7
150.0
015
8.237
-0.24
158.4
7
175.0
015
8.431
-0.26
158.6
9
194.6
915
8.583
-0.43
159.0
1
200.0
015
8.624
-0.35
158.9
7
222.4
515
8.798
-0.32
159.1
222
5.00
158.8
17-0
.3115
9.13
235.6
415
8.900
-0.29
159.1
9
250.0
015
9.011
-0.33
159.3
4
275.0
015
9.204
-0.35
159.5
5
282.3
015
9.261
-0.34
159.6
0
300.0
015
9.398
-0.27
159.6
6
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 155.00
LONGITUDINAL SECTION - BERM 02 CH 0.00 TO 300.00HORZ 1:500 VERT 1:100
WARNINGSERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:29 March 2016 - 1:32 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C611
B
P CHILDS S DONDERS
AS SHOWN
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
25mHORIZONTAL 1:500
5 15 2010
VERTICAL 1:100 1 5m432
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
LAYOUT PLANSCALE 1:500
NOTE:1. REFER DRAWING 23-15556-G601 FOR GENERAL NOTES AND
LEGEND2. REFER DRAWING 23-15556-C600 FOR GENERAL ARRANGEMENT
PLAN AND TYPICAL DETAILS3. REFER DRAWING 23-15556-C613 TO C614 FOR LEVEE CROSS
SECTIONS4. REFER DRAWING 23-15556-C617 FOR SETOUT DETAILS
FOR CONTINUATION REFER TO DRAWING 23-15556-C612
FOR
CONT
INUA
TION
REF
ER T
O DR
AWIN
G 23
-155
56-C
603
VERTICAL ALIGNMENTL=395.02m
G=0.77%
HORIZONTAL ALIGNMENT L=112.72m
300.0
015
9.398
-0.27
159.6
6
325.0
015
9.591
-0.13
159.7
2
350.0
015
9.785
-0.06
159.8
5
375.0
015
9.978
-0.04
160.0
2
395.0
216
0.133
0.00
160.1
3
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 157.00
LONGITUDINAL SECTION - BERM 02 CH 300.00 TO 395.02 HORZ 1:500 VERT 1:100
WARNINGSERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:29 March 2016 - 1:32 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C612
B
P CHILDS S DONDERS
AS SHOWNAT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
25mHORIZONTAL 1:500
5 15 2010
VERTICAL 1:100 1 5m432
0 5 20 25m1510
SCALE 1:500 AT ORIGINAL SIZE
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
MATCH TO EXISTING SURFACE
NOTE:1. REFER DRAWING 23-15556-G601 FOR GENERAL NOTES AND
LEGEND2. REFER DRAWING 23-15556-C600 FOR GENERAL ARRANGEMENT
PLAN AND TYPICAL DETAILS3. REFER DRAWING 23-15556-C613 TO C614 FOR LEVEE CROSS
SECTIONS4. REFER DRAWING 23-15556-C617 FOR SETOUT DETAILS
FOR
CONT
INUA
TION
REF
ER T
O DR
AWIN
G 23
-155
56-C
611
CH 0
1 in 31 in 3
0% 1 in -3
-0.93
157.3
015
7.303
-0.25
157.1
8-0
.115
7.077
015
7.08
015
7.077
0.25
157.0
20.0
615
7.077
3.25
157.2
80.7
915
8.077
3.75
157.2
90.7
815
8.077
5.91
157.3
60
157.3
55
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 156.00
CH 25
1 in 31 in 3
0%1 in -3
-0.62
157.3
90
157.3
93-0
.2515
7.39
-0.12
157.2
70
157.3
9-0
.1215
7.27
0.25
157.3
9-0
.1215
7.27
3.25
157.4
30.8
415
8.27
3.75
157.4
50.8
215
8.27
5.96
157.5
30
157.5
34
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 156.00
CH 50
1 in 30%
1 in -3
-0.31
157.4
80
157.4
82-0
.2515
7.48
-0.02
157.4
630
157.5
-0.03
157.4
630.2
515
7.51
-0.04
157.4
63
3.25
157.6
30.8
315
8.463
3.75
157.6
40.8
215
8.463
6.07
157.6
90
157.6
9
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 156.00
CH 75
1 in 30%
1 in -3
-0.41
157.7
10
157.7
11-0
.2515
7.71
-0.05
157.6
570
157.7
-0.04
157.6
570.2
515
7.7-0
.0415
7.657
3.25
157.6
90.9
715
8.657
3.75
157.6
90.9
715
8.657
6.48
157.7
50
157.7
49
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 156.00
CH 100
1 in 31 in 3
0%1 in -3
-1.08
158.1
30
158.1
27
-0.25
158.1
2-0
.2715
7.85
015
8.12
-0.27
157.8
50.2
515
8.12
-0.27
157.8
5
3.25
158.0
90.7
615
8.85
3.75
158.0
90.7
615
8.85
6.03
158.0
90
158.0
91
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 157.00
CH 125
1 in 31 in 3
0%1 in -3
-0.91
158.2
60
158.2
62
-0.25
158.2
6-0
.2215
8.044
015
8.27
-0.22
158.0
440.2
515
8.27
-0.22
158.0
44
3.25
158.2
80.7
615
9.044
3.75
158.2
80.7
615
9.044
6.01
158.2
90
158.2
91
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 157.00
CH 150
1 in 31 in 3
0%1 in -3
-0.95
158.4
70
158.4
7
-0.25
158.4
7-0
.2415
8.237
015
8.47
-0.24
158.2
370.2
515
8.48
-0.24
158.2
37
3.25
158.4
90.7
515
9.237
3.75
158.4
90.7
515
9.237
5.97
158.5
015
8.499
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 157.00
CH 175
1 in 31 in 3
0% 1 in -3
-1.04
158.6
90
158.6
94
-0.25
158.6
9-0
.2615
8.431
015
8.69
-0.26
158.4
310.2
515
8.69
-0.26
158.4
31
3.25
158.7
10.7
215
9.431
3.75
158.7
10.7
215
9.431
5.87
158.7
20
158.7
23
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 157.00
CH 200
1 in 31 in 3
0% 1 in -3
-1.21
158.9
40
158.9
45
-0.25
158.9
7-0
.3415
8.624
015
8.97
-0.35
158.6
240.2
515
8.98
-0.35
158.6
24
3.25
159.0
20.6
159.6
243.7
515
9.02
0.61
159.6
24
5.55
159.0
30
159.0
25
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 157.00
CH 225
1 in 31 in 3
0% 1 in -3
-1.24
159.1
50
159.1
47
-0.25
159.1
3-0
.3115
8.817
015
9.13
-0.31
158.8
170.2
515
9.12
-0.3
158.8
17
3.25
159.1
50.6
715
9.817
3.75
159.1
50.6
615
9.817
5.69
159.1
70
159.1
71
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 158.00
CH 250
1 in 31 in 3
0%1 in -3
-1.32
159.3
70
159.3
69
-0.25
159.3
5-0
.3415
9.011
015
9.34
-0.33
159.0
110.2
515
9.34
-0.33
159.0
11
3.25
159.2
80.7
316
0.011
3.75
159.2
80.7
316
0.011
5.95
159.2
80
159.2
76
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 158.00
CH 275
1 in 31 in 3
0% 1 in -3
-1.3
159.5
50
159.5
54
-0.25
159.5
5-0
.3515
9.204
015
9.55
-0.35
159.2
040.2
515
9.55
-0.35
159.2
04
3.25
159.5
50.6
516
0.204
3.75
159.5
50.6
616
0.204
5.73
159.5
50
159.5
46
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 158.00
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:29 March 2016 - 1:32 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C613
B
P CHILDS S DONDERS
AS SHOWN
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
5mHORIZONTAL 1:100
1 3 42
5m4VERTICAL 1:100 1 2 3
CH 300
1 in 31 in 3
0%1 in -3
-1.04
159.6
60
159.6
62
-0.25
159.6
6-0
.2715
9.398
015
9.66
-0.27
159.3
980.2
515
9.66
-0.27
159.3
98
3.25
159.6
60.7
316
0.398
3.75
159.6
60.7
316
0.398
5.96
159.6
60
159.6
6
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 158.00
CH 325
1 in 31 in 3
0%1 in -3
-0.62
159.7
20
159.7
16-0
.2515
9.72
-0.13
159.5
910
159.7
2-0
.1315
9.591
0.25
159.7
2-0
.1315
9.591
3.25
159.7
30.8
616
0.591
3.75
159.7
30.8
616
0.591
6.31
159.7
40
159.7
37
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 158.00
CH 350
1 in 30%
1 in -3
-0.42
159.8
40
159.8
43-0
.2515
9.84
-0.06
159.7
850
159.8
5-0
.0615
9.785
0.25
159.8
5-0
.0615
9.785
3.25
159.8
60.9
216
0.785
3.75
159.8
60.9
216
0.785
6.47
159.8
80
159.8
78
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 159.00
CH 375
1 in 30%
1 in -3
-0.38
160.0
20
160.0
21-0
.2516
0.02
-0.04
159.9
780
160.0
2-0
.0415
9.978
0.25
160.0
2-0
.0415
9.978
3.25
160.0
30.9
516
0.978
3.75
160.0
30.9
516
0.978
6.58
160.0
30
160.0
34
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 159.00
CH 395
1 in 30%
1 in -3
-0.25
160.1
30
160.1
33-0
.2516
0.13
016
0.133
016
0.13
016
0.133
0.25
160.1
3-0
160.1
33
3.25
160.1
40.9
916
1.133
3.75
160.1
40.9
916
1.133
6.72
160.1
40
160.1
44
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 159.00
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:29 March 2016 - 1:32 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C614
B
P CHILDS S DONDERS
AS SHOWN
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
5mHORIZONTAL 1:100
1 3 42
5m4VERTICAL 1:100 1 2 3
NOTE:1. REFER DRAWING 23-15556-G601 FOR GENERAL NOTES AND
LEGEND2. REFER DRAWING 23-15556-C600 FOR GENERAL ARRANGEMENT
PLAN AND TYPICAL DETAILS3. REFER DRAWING 23-15556-C6110 TO C612 FOR LEVEE LAYOUT
PLAN AND LONGITUDINAL SECTIONS4. REFER DRAWING 23-15556-C617 FOR SETOUT DETAILS
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
PLACE GUIDEPOSTS AT SPACINGSNO GREATER THAN 5m ALONGSIDECULVERT STRUCTURES.
NEW PRE CAST CONCRETEWING WALLS.
INSTALL 2 CELL PRECASTØ900mm CLASS 4 CONCRETE PIPE CULVERTS,ON CAST IN SITU BASE SLAB, TO STRUCTURAL ENGINEERS DETAIL
NEW PRE CAST CONCRETEWING WALLS.
RETAIN Ø750mm CONCRETE PIPE CULVERT.
||
||
||
||
||
||
||
||
2.0m
7.0m
2.0m
6.5m
1
2
3
4
14.40m
LEGEND
| | | |
E(OH)
C
W
214.5
DESIGN CONTROL LINE
TOP OF BATTER
BOTTOM OF BATTER
DESIGN SURFACE
EXISTING SURFACE
EXISTING OVERHEAD ELECTRICITY
EXISTING COMMUNICATIONS
EXISTING WATER
EXISTING FENCE
CADASTRE BOUNDARIES
CONTOUR INTERVALS
EXISTING TREES
GABION MATRESS
CULVERT LAYOUT
WARNINGSERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
300m
m
ROCK MATTRESS WITH Ø53mm ROCK
ENVIRO 6030 LINER (OREQUIVALENT) BENEATH ROCK
PRECAST HEADWALL
2000mm
GABION MATTRESS TYPICAL SECTIONSCALE 1:20
DOWEL GABION MATTRESS TO HEADWALL APRON
CULVERT SETOUT POINTS
POINT EASTING NORTHING ELEVATION
1 475563.238 6102583.197 156.641
2 475564.119 6102584.002 156.641
3 475573.758 6102573.303 156.799
4 475572.877 6102572.498 156.799
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:31 March 2016 - 4:57 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C615
B
P CHILDS S DONDERS
AS SHOWN
0
SCALE 1:50 AT ORIGINAL SIZE
0.5 2.0 2.5m1.51.0
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
0 200 800 1000mm600400
SCALE 1:20 AT ORIGINAL SIZE
N
LOCKHART COLLINGULLIE ROAD
SHAPE CHANNEL AND TAIL OUTDOWNSTREAM OF NEW CULVERT
5.8m 5.8m 1.4m
NEW PRECAST HEADWALL AND WING WALLS
1% GRADE
RL 156.631RL156.799
1.40
NEW Ø900mm STORMWATER PIPE
NEW PRECAST HEADWALL,WING WALLS AND APRON
RL158.061 (ROAD EDGE LINE)RL158.061 (ROAD EDGE LINE) RL158.085
WARNINGSERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
PRECAST CONCRETE HEADWALL TO SUIT
150mm MIN THICKNESS DGB20 CRUSHED ROCK
COMPACTED SAND
150
150
14/7 2 COAT SEAL TO OVERLAPEXISTING BY 200mm EITHER SIDE OF TRENCH
MINIMUM 300mm GRAVEL BASE COURSE IN ACCORDANCE WITHLOCKHART SHIRE COUNCIL STANDARDS
4% PLANT-MIXED CEMENT STABILISEDSAND COMPACTED IN 300mm LAYERS
TRENCH SECTION - UNDER ROADWAYSSCALE 1:20
300 900
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:29 March 2016 - 1:32 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C616
B
P CHILDS S DONDERS
AS SHOWN
0 0.1 0.4 0.5m0.30.2
SCALE 1:10 AT ORIGINAL SIZE
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
0
SCALE 1:50 AT ORIGINAL SIZE
0.5 2.0 2.5m1.51.0
ELEVATIONAC617 SCALE 1 : 10
SECTIONAC618 SCALE 1 : 50
0
SCALE 1:20 AT ORIGINAL SIZE
0.2 0.8 1.0m0.60.4
GOVERNMENT DAM LEVEE SETOUT POINTSCHAINAGE EASTING NORTHING
474937.416 6102828.1600.000
474921.421 6102817.219TC 19.379
474916.399 6102814.73525.000
474915.830 6102814.557CT 25.596
474902.246 6102810.517TC 39.769
474893.591 6102805.27250.000
474890.102 6102800.380CT 56.032
474888.338 6102796.895TC 59.063
474883.278 6102782.75075.000
474883.038 6102757.932100.000
474886.376 6102746.931CT 111.513
474890.836 6102736.098TC 123.229
474891.535 6102734.470125.000
474906.125 6102714.392150.000
474927.593 6102701.937175.000
474939.069 6102699.380CT 186.779
474952.196 6102697.782200.000
474977.013 6102694.763225.000
474997.811 6102692.233TC 245.952
475001.810 6102691.609250.000
475024.701 6102682.015275.000
475036.398 6102671.393CT 290.847
475042.305 6102664.401300.000
475048.335 6102657.265TC 309.342
475059.877 6102646.750325.000
475082.737 6102637.085350.000
475093.668 6102635.988CT 361.001
475107.666 6102635.871375.000
475132.665 6102635.663400.000
475147.413 6102635.540TC 414.748
475157.542 6102634.149425.000
475172.970 6102626.032CT 442.574
475178.631 6102621.226450.000
475186.201 6102614.798TC 459.931
475195.602 6102603.135475.000
475200.290 6102585.583CT 493.328
475200.503 6102578.914500.000
475201.301 6102553.927525.000
475201.320 6102553.334TC 525.549
475211.405 6102543.698CT 541.029
475220.375 6102543.780550.000
475245.374 6102544.009575.000
475270.373 6102544.238600.000
475295.372 6102544.467625.000
475320.371 6102544.697650.00
475345.370 6102544.926675.000
475370.369 6102545.155700.000
475395.368 6102545.384725.000
475420.367 6102545.613750.000
475445.366 6102545.842775.000
475470.364 6102546.072800.000
475495.363 6102546.301825.000
475505.798 6102546.396TC 835.435
475512.098 6102548.705CT 842.278
475518.036 6102553.642850.000
475523.598 6102558.266TC 857.233
475534.592 6102557.539CT869.387
475535.000 6102557.097869.988
POINT EASTING NORTHING
BUND AND DIVERSION CHANNELSETOUT POINTS
CHAINAGE EASTING NORTHING
475572.546 6102570.0370.000
475574.402 6102567.212TC 3.380
475577.250 6102560.386CT 10.819
475580.197 6102546.51525.000
475580.417 6102545.480TC 26.058
475583.024 6102539.031CT 33.049
475592.012 6102524.65950.000
475598.500 6102514.286TC 62.235
475606.866 6102504.71775.000
475613.112 6102500.461CT 82.570
475628.379 6102492.050100.000
475650.276 6102479.987125.000
475672.173 6102467.924150.000
475694.070 6102455.861175.000
475711.314 6102446.362TC 194.687
475715.784 6102443.497200.000
475729.259 6102425.912CT 222.448
475730.190 6102423.536225.000
475734.071 6102413.626TC 235.642
475741.141 6102401.187250.000
475760.680 6102386.010275.000
475767.564 6102383.595CT 282.642
475784.647 6102378.971300.000
475808.779 6102372.439325.000
475832.910 6102365.907350.000
475857.042 6102359.375375.000
475876.366 6102354.145395.020
SETOUT POINTSTBM EASTING NORTHING ELEVATION
01 475211.677 6102580.199 156.294
02 475550.212 6102535.347 157.856
03 475723.357 6102741.264 156.294
04 475727.244 6102376.666 159.518
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:29 March 2016 - 1:33 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg
Plotted by:
Scott Donders
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15556-C617
B
P CHILDS S DONDERS
AS SHOWN
0 0.1 0.4 0.5m0.30.2
SCALE 1:10 AT ORIGINAL SIZE
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
0
SCALE 1:50 AT ORIGINAL SIZE
0.5 2.0 2.5m1.51.0
0
SCALE 1:20 AT ORIGINAL SIZE
0.2 0.8 1.0m0.60.4