lockhart shire council flood mitigation …...23-15556-c302 general arrangement key plan...
TRANSCRIPT
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:14 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C300.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
COVER SHEET, LOCALITY PLAN AND DRAWING LIST
23-15556-C300
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYAMANSKI
14.11.16
NTS
0 FOR CONSTRUCTION PC SF NS 14.11.16
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
23-15556
DRAWING LISTDRG No. DRAWING TITLE
23-15556-C300 COVER SHEET, LOCALITY PLAN AND DRAWING LIST
23-15556-C301 GENERAL NOTES AND LEGEND
23-15556-C302 GENERAL ARRANGEMENT KEY PLAN
23-15556-C303 OPEN CHANNEL TYPICAL SECTIONS
23-15556-C304 DRAIN 1 LAYOUT PLAN AND LONGITUDINAL SECTIONS - SHEET 1 OF 2
23-15556-C305 DRAIN 1 LAYOUT PLAN AND LONGITUDINAL SECTIONS - SHEET 2 OF 2
23-15556-C306 DRAIN 2 LAYOUT PLAN AND LONGITUDINAL SECTIONS - SHEET 1 OF 3
23-15556-C307 DRAIN 2 LAYOUT PLAN AND LONGITUDINAL SECTIONS - SHEET 2 OF 3
23-15556-C308 DRAIN 2 LAYOUT PLAN AND LONGITUDINAL SECTIONS - SHEET 3 OF 3
23-15556-C309 DRAIN 1 CROSS SECTIONS - SHEET 1 OF 3
23-15556-C310 DRAIN 1 CROSS SECTIONS - SHEET 2 OF 3
23-15556-C311 DRAIN 1 CROSS SECTIONS - SHEET 3 OF 3
23-15556-C312 DRAIN 2 CROSS SECTIONS - SHEET 1 OF 4
23-15556-C313 DRAIN 2 CROSS SECTIONS - SHEET 2 OF 4
23-15556-C314 DRAIN 2 CROSS SECTIONS - SHEET 3 OF 4
23-15556-C315 DRAIN 2 CROSS SECTIONS - SHEET 4 OF 4
23-15556-C317 CULVERT 1 GENERAL ARRANGEMENT PLAN
23-15556-C318 CULVERT 2 GENERAL ARRANGEMENT PLAN
23-15556-C319 CULVERT 3 GENERAL ARRANGEMENT PLAN
23-15556-C320 CULVERT 4 GENERAL ARRANGEMENT PLAN
23-15556-C321 CULVERT 5 GENERAL ARRANGEMENT PLAN
23-15556-C322 CULVERT 6 GENERAL ARRANGEMENT PLAN
23-15556-C323 CULVERT TYPICAL ELEVATION AND SECTION
23-15556-C324 BRIDGE SECTIONS
23-15556-C325 CHANNELS SETOUT TABLES
23-15556-S300 GENERAL STRUCTURAL NOTES
23-15556-S317 CULVERT 1 - STRUCTURAL PLAN AND DETAILS
23-15556-S319 CULVERT 3 - STRUCTURAL PLAN AND DETAILS
23-15556-S320 CULVERT 2 & 4 - STRUCTURAL PLAN AND DETAILS
23-15556-S321 CULVERT 5 - STRUCTURAL PLAN AND DETAILS
23-15556-S322 CULVERT 6 - STRUCTURAL PLAN AND DETAILS
23-15556-S323 DRIVEWAY BRIDGE STRUCTURAL DETAILS
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
LOCALITY PLANSCALE : NTS
SITE OF WORKS
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:15 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C301.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
GENERAL NOTES AND LEGEND
23-15556-C301
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION PC SF NS 14.11.16
GENERAL NOTES: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.
STORMWATER
SW1. BACKFILL CONDITIONS TO BE AS SHOWN.
SW2. ALL STORMWATER PIPES TO BE RRJ
SW3. ALL PIPE LENGTHS, PIPE INVERTS AND LEVELS AND GRADES ARE MEASURED AT CENTRE OF STORMWATER STRUCTURE.
SW4. ALL EXISTING PITS WITHIN CONSTRUCTION AREA TO BE CLEANED AND DEBRIS REMOVED.
SW5. STORMWATER SUMPS DEEPER THAN 900mm TO HAVE STEP IRONS.
SW6. 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 BYSECTION 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
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".
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
CADASTRA BOUNDARIES
COUNTOUR INTERVALS
EXISTING TREES
TREES FOR POTENTIAL REMOVAL
GENERAL LEGEND:
214.5
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
GUARDRAIL
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
B
B
/
MB
MB
MB
MB
U
WM
WM
WM
WM
REFER DRAWING 23-15556-C307 FOR DETAILS
REFER DRAWING 23-15556-C308FOR DETAILS
REFER DRAWING 23-15556-C304FOR DETAILSRE
FER
DRAW
ING
23-1
5556
-C30
6FO
R DE
TAILS
REFER DRAWING 23-15556-C305FOR DETAILS
N
YERO
NG S
TREE
T
URANA STREET
KING STREET
NICHOLAS STREET
BRET
TON
STRE
ET
URANA STREET
URANA STREET
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
CADASTRA BOUNDARIES
COUNTOUR INTERVALS
EXISTING TREES
TREES FOR POTENTIAL REMOVAL
20
GUARDRAIL
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
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:52 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C302.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
GENERAL ARRANGEMENT KEY PLAN
23-15556-C302
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
1:2000
0 FOR CONSTRUCTION PC SF NS 14.11.16
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%
0% 0%1
0% 0%
0% 0%
2.00 2.006.001.00VARIES VARIES
1.50 1.50 VARIESVARIES
1.50 1.50 VARIESVARIES
TYPICAL SECTIONNICHOLAS STREET - DRAIN 1
AT CH. 280.0mSCALE 1:100
661
16
TYPICAL SECTIONYERONG STREET - DRAIN 2
AT CH. 200.0mSCALE 1:100
TYPICAL SECTIONYERONG STREET - DRAIN 3
AT CH. 500.0mSCALE 1:100
311
3
121
2
DESIGN SURFACEEXISTING SURFACE
DESIGN SURFACEEXISTING SURFACE
DESIGN SURFACEEXISTING SURFACE
GRASS LINED OPEN CHANNEL
GRASS LINED OPEN CHANNEL
GRASS LINED OPEN CHANNELBERM
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:17 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C303.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZE
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
SWALE TYPICAL SECTIONS
23-15556-C303
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
1:100
0 FOR CONSTRUCTION PC SF NS 14.11.16
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
LEGEND:
E(OH)
C
W
214.5
20
DESIGN CONTROL LINE
TOP OF BATTER
BOTTOM OF BATTER
DESIGN SURFACE
EXISTING SURFACE
EXISTING OVERHEAD ELECTRICITY
EXISTING COMMUNICATIONS
EXISTING WATER
EXISTING FENCE
CADASTRA BOUNDARIES
COUNTOUR INTERVALS
EXISTING TREES
TREES FOR POTENTIAL REMOVAL
GUARDRAIL
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
LONGITUDINAL SECTION - DRAIN 1 CH 0.0 TO CH 300.0SCALE H 1:500, V 1:100
EXISTING SURFACE
DESIGN SURFACE
MATC
H TO
DRA
IN 2
INVE
RT
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 209.00 L=8.7m L=231.3m L=136.93m
G=0.53% G=0.24% G=1%
R=-15.00m R=100.00mL=23.58m L=29.71mL=8.15m L=220.75m L=94.74m
0.00
210.7
62-1
.1921
1.95
8.15
210.8
05-1
.1521
1.95
8.70
210.8
08-1
.1421
1.95
20.00
210.8
35-1
.2821
2.11
31.73
210.8
63-1
.4321
2.29
40.00
210.8
83-1
.4921
2.37
60.00
210.9
31-1
.4521
2.38
80.00
210.9
79-1
.3621
2.34
100.0
021
1.027
-1.37
212.4
0
120.0
021
1.076
-1.37
212.4
4
140.0
021
1.124
-1.38
212.5
0
160.0
021
1.172
-1.19
212.3
6
180.0
021
1.220
-1.04
212.2
6
200.0
021
1.268
-1.00
212.2
6
220.0
021
1.316
-0.93
212.2
4
240.0
021
1.364
-0.90
212.2
6
252.4
821
1.489
-0.74
212.2
2
260.0
021
1.564
-0.66
212.2
2
280.0
021
1.764
-0.72
212.4
828
2.19
211.7
86-0
.7121
2.50
300.0
021
1.964
-0.70
212.6
6
IP C
H 8.7
RL 2
10.81
IP C
H 24
0 RL 2
11.36
EXISTING COMMUNICATIONSDEPTH UNKNOWN
CMTP
TP
TEL
EP
S
IG
N
S
IG
N
211.5 211.5
212.0
212.0
212.0
212.0
212.0
212.0
212.5
212.5
212.5 211.00
212.00
212.00
212.00
212.0
0
212.00
E(OH)
C C CC
CC
C
C
EP
TEL
E(OH)
E(OH)
E(OH)
212.00
212.00
212.00
212.00
212.00
NICHOLAS STREET
0.000
R-15.000
TC 252.484
R100.000
20 40 60 80
100
120
140
160
180
200
220
240
260
280
300
320
103.899
20
40
60
80
100
120
REFER DRAWING 23-15556-C301FOR DETAILS
0.000
29.70510 20
DRAIN 2REFER TO DRAWINGS 23-1556-C306 TO C308FOR LAYOUT PLAN AND LONGITUDINAL SECTION
RELOCATE EXISTING COMMUNICATIONAS REQUIRED TO AVOID THE CULVERTAND TO ACHIEVE 600mm COVERBELOW CHANNEL INVERT.
DRAIN 1
CONSTRUCT NEW GRASS LINED OPENCHANNEL AND BERM
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:20 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C304_C308.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
DRAIN 1 LAYOUT PLAN AND LONGITUDINAL SECTION 1 OF 2
23-15556-C304
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION PC SF NS 14.11.16
LAYOUT PLAN - DRAIN 1 CH 0.0 TO CH 300.0SCALE 1:500
AT 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
N
CONT
INUE
S ON
DRA
WIN
G 23
-155
56-C
305
CONT
INUE
S ON
DRA
WIN
G 23
-1555
6-C30
5
LEGEND:
E(OH)
C
W
214.5
20
DESIGN CONTROL LINE
TOP OF BATTER
BOTTOM OF BATTER
DESIGN SURFACE
EXISTING SURFACE
EXISTING OVERHEAD ELECTRICITY
EXISTING COMMUNICATIONS
EXISTING WATER
EXISTING FENCE
CADASTRA BOUNDARIES
COUNTOUR INTERVALS
EXISTING TREES
TREES FOR POTENTIAL REMOVAL
GUARDRAIL
LONGITUDINAL SECTION - DRAIN 1 CH 300.0 TO CH 376.9SCALE H 1:500, V 1:100
EXISTING SURFACEDESIGN SURFACE
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 210.00 L=136.93m
G=1%
L=94.74m
300.0
0 21
1.964
-0.70
212.6
6
320.0
0 21
2.164
-0.59
212.7
5
340.0
0 21
2.364
-0.36
212.7
2
360.0
0 21
2.564
-0.16
212.7
3
376.9
3 21
2.733
213.00
213.00
NICHOLAS STREET
376.933
320
340
360
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
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:20 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C304_C308.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
DRAIN 1 LAYOUT PLAN AND LONGITUDINAL SECTION 2 OF 2
23-15556-C305
0
R PACIENTE JR. S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION PC SF NS 14.11.16
LAYOUT PLAN - DRAIN 1 CH 300.0 TO CH 376.9SCALE 1:500
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
25mHORIZONTAL 1:500
5 15 2010
VERTICAL 1:100 1 5m432
CONT
INUE
S ON
DRA
WIN
G 23
-1555
6-C30
4
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
DRAIN 1
N
CONT
INUE
S ON
DRA
WIN
G 23
-155
56-C
304
CONSTRUCT NEW GRASS LINED OPENCHANNEL AND BERM
MATCH TO EXISTING
S
IG
N
S
IG
N
S
IG
N
S
IG
N
S
IG
N
211.0 211.0
211.0 211.0 211.0 211.0
211.5
211.5 211.5
211.5
211.5 211.5 211.5
211.5 211.5
211.5 211.5
211.5
211.5
211.5
212.0 212.0
212.0 212.0 212.0
212.0
212.0
212.0
212.0
212.0
212.5
212.5
212.5
212.5
213.0
213.0
213.0
213
210.00 211.00
211.00
212.00
212.00
212.00
212.00
212.00
E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH)
E(OH)
C C C C C C C C CC
CC
C
C C C C C C C C C C C C
CC
C
TEL
E(OH)E(OH)
E(OH)E(OH)
E(OH)E(OH)
WW
WW
WW
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
EP TEL
TEL
EPEP
EPE(OH)
E(OH)
E(OH)
E(OH)
212.00
212.00
212.00
212.00
212.00
212.00
212.00
213.00
213.00
YERONG STREET
KING
STR
EET
NICH
OLAS
STR
EET
LANE
WAY
N
DRAIN 2DRAIN 1
DRAIN 1REFER TO DRAWINGS 23-15556-C304 TO C305FOR LAYOUT PLAN AND LONGITUDINAL SECTION
0.000
R-15.000
20
40
60
0.000
103.899
171.487
173.887
239.961
244.761
20 40 60 80
100
120
140
160
180
200
220
240
260
280
300
PROVIDE 230mm THICK ROCK SCOURPROTECTION AT JUNCTION OF OPENCHANNELS UNDERSIDE AND ENDSLINED WITH GEOTEXTILE
ROAD 1
REFER TO DRAWINGS 23-15556-C304 TO C305FOR PLAN AND LONGITUDINAL SECTION
CULVERT 1DEMOLISH EXISTING CAUSEWAY AND REPLACE WITHNEW 3 Nos.1800 x 900 HIGH PRECAST BOX CULVERTS,BASE SLAB AND WING WALLS TO SUIT . RECONSTRUCTROAD TO SUIT NEW CULVERT HEIGHTS. WIDENCHANNEL BASE AND STEEPEN BATTERS TO SUIT.REFER TO DRAWING 23-15556-C317.
RELOCATE EXISTING COMMUNICATION ASREQUIRED IN THE VICINITY OF THE CULVERT TOAVOID THE CULVERT AND TO ACHIEVE 600mmCOVER BELOW CHANNEL INVERT.
0.000
27.519
10
20
0.000
29.705
10
20
0.000
26.885
20
CONSTRUCT NEW GRASSED LINEDOPEN CHANNEL
CULVERT 3DEMOLISH EXISTING CAUSEWAY AND REPLACE WITHNEW 2 Nos.1800 x 900 HIGH PRECAST BOX CULVERTSWITH LINK SLAB, BASE SLAB AND WING WALLS TO SUIT .RECONSTRUCT ROAD TO SUIT NEW CULVERT HEIGHTS.WIDEN CHANNEL BASE AND STEEPEN BATTERS TO SUIT.REFER TO DRAWING 23-15556-C319.
CULVERT 2NEW 2 Nos.1800 x 900 HIGH PRECAST BOX CULVERTSWITH LINK SLAB, BASE SLAB AND WING WALLS TO SUIT .RECONSTRUCT ROAD TO SUIT NEW CULVERT HEIGHTS.WIDEN CHANNEL BASE AND STEEPEN BATTERS TO SUIT.REFER TO DRAWING 23-15556-C318.
DRAIN 2 ROAD 2 ROAD 3
JUNCTION OF CHANNELSDRAIN 1 CH. 0.0 ANDDRAIN 2 CH. 94.10
EXISTING Ø100mmPVC WATERMAIN
EXISTING Ø100mmAC WATERMAIN
EXISTING OVERHEADELECTRICITY
EXISTING Ø300mm DITRUNK WATERMAIN
RELOCATE WATER MAIN AS REQUIREDIN THE VICINITY OF THE CULVERT TOAVOID THE CULVERT AND TO ACHIEVE600mm COVER BELOW CHANNELINVERT.
LEGEND:
E(OH)
C
W
214.5
20
DESIGN CONTROL LINE
TOP OF BATTER
BOTTOM OF BATTER
DESIGN SURFACE
EXISTING SURFACE
EXISTING OVERHEAD ELECTRICITY
EXISTING COMMUNICATIONS
EXISTING WATER
EXISTING FENCE
CADASTRA BOUNDARIES
COUNTOUR INTERVALS
EXISTING TREES
TREES FOR POTENTIAL REMOVAL
GUARDRAIL
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
LONGITUDINAL SECTION - DRAIN 2 CH 0.0 TO CH 300.0SCALE H 1:500, V 1:100
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 208.00 L=6.21m L=33.79m L=68.7m L=62.79m L=680.05m
G=-16.67% G=-1.12% G=-0.53% G=-0.74% G=-0.4%
L=99.10m L=4.80m L=4.80m L=62.79m L=2.40m L=2.40m L=58.87m L=4.80m L=4.80m L=62.60m
0.00
212.4
63 -0
.00 21
2.46
6.21
211.4
27 -1
.00 21
2.43
20.00
211.2
73 -1
.01 21
2.28
40.00
211.0
50 -1
.05 21
2.10
60.00
210.9
43 -1
.04 21
1.98
80.00
210.8
37 -1
.09 21
1.93
100.0
0 21
0.730
-1.27
212.0
0
108.7
0 21
0.684
-1.19
211.8
8
120.0
0 21
0.600
-0.79
211.3
9
140.0
0 21
0.453
-0.88
211.3
3
160.0
0 21
0.305
-0.91
211.2
1
171.4
9 21
0.220
-1.04
211.2
6
180.0
0 21
0.186
-0.90
211.0
8
200.0
0 21
0.106
-0.88
210.9
9
220.0
0 21
0.026
-0.98
211.0
1
240.0
0 20
9.946
-0.97
210.9
2
260.0
0 20
9.867
-0.91
210.7
8
280.0
0 20
9.787
-0.98
210.7
6
300.0
0 20
9.707
-1.07
210.7
8
IP C
H 6.2
1 RL 2
11.43
IP C
H 40
RL 2
11.05
IP C
H 10
8.7 R
L 210
.68
IP C
H 17
1.49 R
L 210
.22
EXISTING SURFACEDESIGN SURFACE
EXISTING Ø100mm ACWATER MAINTOP PIPE LEVEL = 210.790CH 170.628
94.10
NOT FOR CONSTRUCTION
MATC
H TO
DRA
IN 1
INVE
RT
CULVERT 1 CULVERT 2 CULVERT 3
99.10
210.7
35-1
.2421
1.98
176.2
921
0.201
-0.91
211.1
2
235.1
620
9.966
-0.91
210.8
8
244.7
620
9.927
-0.97
210.8
9
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:20 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C304_C308.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
DRAIN 2 LAYOUT PLAN AND LONGITUDINAL SECTION 1 OF 3
23-15556-C306
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION PC SF NS 14.11.16
LAYOUT PLAN - DRAIN 2 CH 0.0 TO CH 300.0SCALE 1:500
AT 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
CONT
INUE
S ON
DRA
WIN
G 23
-155
56-C
307
CONT
INUE
S ON
DRA
WIN
G 23
-155
56-C
307
S
IG
N
S
IG
N
M
B
M
B
U
210.0 210.0
210.0 210.0 210.0 210.0
210.5 210.5 210.5 210.5 210.5
210.5 210.5 210.5 210.5 210.5 210.5 210.5
210.5
211.0
211.0
211.0 211.0
211.0 211.0
211.0
211.0
211.0 211.0
211.0
211.0 211.0
211.0
211.0
211.0
211.0
211.0
211.0
211.5 211.5
211.5
211.5
211.5
211.5
211.5
211.5
209.00
210.00
210.00
211.0
0
211.00
211.00 211.00 211.00
211.00 211.00
211.00
CC
C
C C C C C C C C C C C C C C C C C
E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH)E(O
H)
E(OH)E(OH)
E(OH)E(OH)
E(OH)E(OH)
E(OH)E(OH)
E(OH) E(OH) E(OH) E(OH)E(OH) E(OH)
WW
WW
WW
WW
WW
WW
WW
WW
WW
W W W
EPEPEPEPEP
EP
TELTELTELTEL
W W W W W
211.00
211.00
211.00
211.00
211.00
211.00
211.00
YERONG STREET
URANA STREETURANA STREET
LANE WAY
0.000
14.40
0
307.359
309.759
TC 351.919
R-10.000
TC 383.491
421.209
442.262
470.571
300
320
340
360
380 400
420
440
460
480
500
520
540
560
580
600
0.000
27.17
0 20
0.000
31.998
20
0.000
42.404
20
40
CULVERT 5ADEMOLISH EXISTING CULVERT AND REPLACEWITH NEW 2 Nos.1800 x 900 HIGH PRECAST BOXCULVERTS WITH LINK SLAB, BASE SLAB ANDWING WALLS TO SUIT . RECONSTRUCT ROAD TOSUIT NEW CULVERT HEIGHTS. WIDEN CHANNELBASE AND STEEPEN BATTERS TO SUIT.REFER TO DRAWING 23-15556-C321.
BRIDGE 3DEMOLISH EXISTING BRIDGE ANDREPLACE WITH NEW BRIDGE 11.0m LONGREFER TO STRUCTURAL DRAWING
BRIDGE 1DEMOLISH EXISTING BRIDGE ANDREPLACE WITH NEW BRIDGE 11.0m LONGREFER TO STRUCTURAL DRAWING
EXISTING WATERMAIN TO BELOWERED BY RIVERINA WATER
CONSTRUCT NEW GRASSED LINEDOPEN CHANNEL
BRIDGE 2DEMOLISH EXISTING BRIDGE ANDREPLACE WITH NEW BRIDGE 11.0mLONG REFER TO STRUCTURAL DRAWING
REMOVED EXISTING GARDEN BEDS. THECONTRACTOR & COUNCIL ARE TODISCUSS ANY REPLACEMENT ON A LIKEFOR LIKE BASIS WITH THE OWNER.
DEMOLISH EXISTING PIT ANDREMOVE DOWNSTREAM PIPE
CULVERT 5BNEW 1800 x 450 BOX CULVERTS. DEMOLISHEXISTING HEADWALLS AND BOX CULVERTS.REFER TO DRAWING 23-15556-C321.
BLOCK OFF REDUNDANTUPSTREAM PIPELINE
EXISTING POWER POLE
EXISTING LIGHT POLE
EXISTING Ø 100mmPVC WATERMAIN
EXISTING Ø 100mmAC WATERMAINEXISTING OVERHEADELECTRICITY
EXISTING Ø 300mm DITRUNK WATERMAIN
APPROXIMATE LOCATIONOF EXISTING STAY
RELOCATE WATER MAIN AS REQUIREDIN THE VICINITY OF THE CULVERT TOAVOID THE CULVERT AND TO ACHIEVE600mm COVER BELOW CHANNELINVERT.
RELOCATE WATER MAIN AS REQUIREDIN THE VICINITY OF THE CULVERT TOAVOID THE CULVERT AND TO ACHIEVE600mm COVER BELOW CHANNELINVERT.
ADJUST EXISTING PVC DRAINAGEOUTLET TO SUIT RE-SHAPEDCHANNEL.
CULVERT 42 Nos.1800 x 900 HIGH PRECAST BOX CULVERTS WITH LINKSLAB, BASE SLAB AND WING WALLS TO SUIT . RECONSTRUCTROAD TO SUIT NEW CULVERT HEIGHTS. WIDEN CHANNELBASE AND STEEPEN BATTERS TO SUIT.REFER TO DRAWING 23-15556-C320.
LEGEND:
E(OH)
C
W
214.5
20
DESIGN CONTROL LINE
TOP OF BATTER
BOTTOM OF BATTER
DESIGN SURFACE
EXISTING SURFACE
EXISTING OVERHEAD ELECTRICITY
EXISTING COMMUNICATIONS
EXISTING WATER
EXISTING FENCE
CADASTRA BOUNDARIES
COUNTOUR INTERVALS
EXISTING TREES
TREES FOR POTENTIAL REMOVAL
GUARDRAIL
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
LONGITUDINAL SECTION - DRAIN 2 CH 300.0 TO CH 600.0SCALE H 1:500, V 1:100
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 207.00 L=680.05m
G=-0.4%
R=-10.00m R=-10.00m L=10.03m L=5.63m L=62.60m L=2.40m L=2.40m L=39.76m L=2.75m L=7.20m L=7.20m L=4.39m L=32.09m L=21.05m L=28.31m L=138.85m
300.0
0 20
9.707
-1.07
210.7
8
320.0
0 20
9.627
-1.16
210.7
9
340.0
0 20
9.547
-1.13
210.6
8
351.9
2 20
9.500
-1.15
210.6
5
360.0
0 20
9.467
-1.14
210.6
1 36
1.95
209.4
59 -1
.74 21
1.20
380.0
0 20
9.387
-1.22
210.6
1
383.4
9 20
9.374
-1.45
210.8
3
389.1
2 20
9.351
-1.57
210.9
2
400.0
0 20
9.308
-1.38
210.6
8
420.0
0 20
9.228
-1.35
210.5
7
440.0
0 20
9.148
-1.46
210.6
1
460.0
0 20
9.068
-1.43
210.5
0
480.0
0 20
8.988
-1.41
210.3
9
500.0
0 20
8.908
-1.30
210.2
0
520.0
0 20
8.829
-1.28
210.1
1
540.0
0 20
8.749
-1.37
210.1
2
560.0
0 20
8.669
-1.38
210.0
5
580.0
0 20
8.589
-1.26
209.8
5
600.0
0 20
8.509
-1.47
209.9
8
EXISTING SURFACEDESIGN SURFACE
EXISTING Ø 100mm ACWATER MAINTOP PIPE LEVEL = 210.064CH 309.757
EXISTING Ø 100mm ACWATER MAINTOP PIPE LEVEL = 210.304CH 397.235
EXISTING Ø 300mm DITRUNK WATER MAINTOP PIPE LEVEL = 210.004CH 401.732
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:21 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C304_C308.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
DRAIN 2 LAYOUT PLAN AND LONGITUDINAL SECTION 2 OF 3
23-15556-C307
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION PC SF NS 14.11.16
LAYOUT PLAN - DRAIN 2 CH 300.0 TO CH 600.0SCALE 1:500
N
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
25mHORIZONTAL 1:500
5 15 2010
VERTICAL 1:100 1 5m432
CONTINUES ON DRAWING 23-15556-C306
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
CONT
INUE
S ON
DRA
WIN
G 23
-155
56-C
306
CONT
INUE
S ON
DRA
WIN
G 23
-155
56-C
308
CONT
INUE
S ON
DRA
WIN
G 23
-155
56-C
308
NOTE:1. PRIOR TO COMMENCEMENT OF EARTHWORKS,
CONTRACTOR TO SET OUT EXTENTS OFEARTHWORKS AND CONFIRM TREES FOR REMOVAL.
S
IG
N
BB
M
B
M
B
W
M
W
M
W
M
W
M
207.5
207.5
207.5
207.5
208.0
208.0
208.0 208.0
208.0
208.5
208.5
208.5
208.5 208.5 208.5
209.0
209.0
209.0 209.0
209.0 209.0
209.0
209.0
209.5
209.5
209.5 209.5 209.5 209.5
209.5 209.5 209.5
209.5
209.5
209.5 209.5
210.0 210.0
210.0
210.0
210.0 210.0
210.0 210.0
210.0 210.0 210.0 210.0
210.0
210.0
210.0
210.0
210.5
210.5
210.5
210.5
210.5 210.5 210.5
210.5
210.5
210.5
210.5
210.5
210.5
210.5
210.5
210.5
208.00
208.00
209.00
209.00 209.00
210.00
210.00
210.00 210.00 210.00 210.00
CC
C
CC
C
C C C C C C C C C C C C C C C C C C
E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH)
TEL
E(OH)E(OH)
E(OH)
WW
WW
WW
WW
WW
WW
WW
WW
TEL
EPEPEPEP
TELTELTELTEL 208.00
208.00
208.0
0 208.00
209.00
209.00
209.00
209.0
0
210.00
210.00
210.00
210.0
0
210.00
BRETTON STREET
URANA STREET
851.544
648.530
L54.669
703.199
L12.655
715.855
TC 769.249
R-20.000
TC 779.286
R20.000
TC 831.998
R10.000
851.544
620
640
660
680
700
720
740
760
780
800
820
840
0.000
31.998
20
CULVERT 6DEMOLISH EXISTING CULVERT AND REPLACEWITH NEW 2 Nos.1800 x 900 HIGH PRECAST BOXCULVERTS WITH LINK SLAB, BASE SLAB ANDWING WALLS TO SUIT . RECONSTRUCT ROAD TOSUIT NEW CULVERT HEIGHTS. WIDEN CHANNELBASE AND STEEPEN BATTERS TO SUIT.REFER TO DRAWING 23-15556-C322.
DRAIN 2MATCH TO EXISTING CULVERT
BRIDGE 4DEMOLISH EXISTING BRIDGE ANDREPLACE WITH NEW BRIDGE 12.0m LONGREFER TO STRUCTURAL DRAWING
BRIDGE 5DEMOLISH EXISTING BRIDGE ANDREPLACE WITH NEW BRIDGE 12.0m LONGREFER TO STRUCTURAL DRAWING
BRIDGE 6DEMOLISH EXISTING BRIDGE ANDREPLACE WITH NEW BRIDGE 12.0m LONGREFER TO STRUCTURAL DRAWING
ROAD 6
RELOCATE EXISTING COMMUNICATION ASREQUIRED IN THE VICINITY OF THE CULVERT TOAVOID THE CULVERT AND TO ACHIEVE 600mmCOVER BELOW CHANNEL INVERT.
LOWER EXISTING WATER SERVICETO ACHIEVE 600mm COVER BELOWCHANNEL INVERT.
LOWER EXISTING WATER SERVICETO ACHIEVE 600mm COVER BELOWCHANNEL INVERT.
LOWER EXISTING WATER SERVICETO ACHIEVE 600mm COVER BELOWCHANNEL INVERT.
LEGEND:
E(OH)
C
W
214.5
20
DESIGN CONTROL LINE
TOP OF BATTER
BOTTOM OF BATTER
DESIGN SURFACE
EXISTING SURFACE
EXISTING OVERHEAD ELECTRICITY
EXISTING COMMUNICATIONS
EXISTING WATER
EXISTING FENCE
CADASTRA BOUNDARIES
COUNTOUR INTERVALS
EXISTING TREES
TREES FOR POTENTIAL REMOVAL
GUARDRAIL
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
LONGITUDINAL SECTION - DRAIN 2 CH 600.0 TO CH 846.3SCALE H 1:500, V 1:100
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 205.00 L=680.05m
G=-0.4%
R=-20.00m R=20.00m R=10.00m L=2.00m L=2.00m L=15.78m L=138.85m L=6.00m L=6.00m L=27.11m L=54.67m L=12.66m L=53.39m L=8.04m L=50.72m L=3.77m
600.0
0 20
8.509
-1.47
209.9
8
620.0
0 20
8.429
-2.18
210.6
1
640.0
0 20
8.349
-1.35
209.7
0
660.0
0 20
8.270
-1.44
209.7
1
680.0
0 20
8.190
-1.57
209.7
6
700.0
0 20
8.110
-2.07
210.1
8
720.0
0 20
8.030
-1.83
209.8
6
740.0
0 20
7.950
-1.49
209.4
4
760.0
0 20
7.870
-1.19
209.0
6
769.2
5 20
7.833
-1.11
208.9
5 77
1.24
207.8
25 -1
.07 20
8.90
779.2
9 20
7.793
-1.02
208.8
1 78
0.00
207.7
90 -1
.01 20
8.80
781.2
8 20
7.785
-1.04
208.8
2
800.0
0 20
7.711
-0.58
208.2
9
820.0
0 20
7.631
-0.73
208.3
6
832.0
0 20
7.583
0.10
207.4
8
840.0
0 20
7.551
0.12
207.4
3
847.7
8 20
7.520
0.04
207.4
8
851.5
4 20
7.505
-1.35
208.8
5
EXISTING SURFACEDESIGN SURFACE
EXISTING WATER SERVICESDEPTH UNKNOWN
EXISTING WATER SERVICEDEPTH UNKNOWN
EXISTING WATER SERVICEDEPTH UNKNOWN
EXISTING COMMUNICATIONDEPTH UNKNOWN
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:21 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C304_C308.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
DRAIN 2 LAYOUT PLAN AND LONGITUDINAL SECTION 3 OF 3
23-15556-C308
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION PC SF NS 14.11.16
LAYOUT PLAN - DRAIN 2 CH 600.0 TO CH 846.3SCALE 1:500
N
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
25mHORIZONTAL 1:500
5 15 2010
VERTICAL 1:100 1 5m432
CONT
INUE
S ON
DRA
WIN
G 23
-155
56-C
307
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
CONT
INUE
S ON
DRA
WIN
G 23
-155
56-C
307
NOTES:1. LOCATE AND LOWER ALL WATER SERVICES CROSSING THE CHANNEL.2. INCORPORATE ROOF WATER OUTLETS INTO NEW CHANNEL WITH
SCOUR PROTECTION AS REQUIRED.
DESIGN LEVELEXISTING LEVEL
CH 20
-5.99
212.2
20
212.2
15
-1.83
212.1
2-1
.2821
0.835
021
2.11
-1.28
210.8
35
1.75
212.0
1-1
.1721
0.835
5.08
211.9
40
211.9
39
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 210.00
CH 40
-11.5
421
2.30
212.2
99
-10.5
221
2.30
212.3
03
-221
2.36
-1.48
210.8
83
021
2.37
-1.49
210.8
83
221
2.38
-1.5
210.8
83
11.3
212.4
30
212.4
34
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 210.00
CH 60
-11.4
721
2.33
021
2.33
-10.4
321
2.34
021
2.337
-221
2.36
-1.43
210.9
31
021
2.38
-1.45
210.9
31
221
2.4-1
.4721
0.931
11.31
212.4
80
212.4
82
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 210.00
CH 80
-10.9
821
2.31
021
2.305
-9.97
212.3
10
212.3
07
-221
2.32
-1.34
210.9
79
021
2.34
-1.36
210.9
79
221
2.36
-1.38
210.9
79
10.9
212.4
60
212.4
63
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 210.00
CH 100
-11.0
221
2.35
021
2.352
-9.98
212.3
60
212.3
58
-221
2.38
-1.36
211.0
27
021
2.4-1
.3721
1.027
221
2.43
-1.4
211.0
27
11.01
212.5
30
212.5
29
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 210.00
CH 120
-11.2
212.4
30
212.4
27
-10.1
621
2.43
021
2.435
-221
2.5-1
.4221
1.076
021
2.44
-1.37
211.0
76
221
2.46
-1.39
211.0
76
10.87
212.5
50
212.5
53
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 210.00
CH 140
-10.6
821
2.40
212.3
96
-9.66
212.4
021
2.4
-221
2.43
-1.31
211.1
24
021
2.5-1
.3821
1.124
221
2.51
-1.39
211.1
24
10.74
212.5
80
212.5
8
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 210.00
CH 160
-10.1
212.3
6-0
212.3
55
-9.1
212.3
50
212.3
55
-221
2.35
-1.18
211.1
72
021
2.36
-1.19
211.1
72
221
2.38
-1.2
211.1
72
9.71
212.4
60
212.4
57
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 210.00
1 in 3 0% 0%
1 in 3
0%
1 in 6
0% 0%
1 in 6
0%
1 in 6
0% 0%
1 in 6
0% 1 in 6
0% 0%
1 in 6
0% 1 in 6
0% 0%
1 in 6
0%
1 in 6
0% 0%
1 in 6
0% 1 in 6
0% 0%
1 in 6
0% 1 in 6
0% 0% 1 in 6
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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
Level 7, 16 Marcus Clarke Street
Canberra ACT 2601 Australia
GPO Box 1877 Canberra ACT 2601
T 61 2 6113 3200 F 61 2 6113 3299
E [email protected] W www.ghd.com
Plot Date: Cad File No:14 November 2016 - 1:22 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C309_C315.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
DRAIN 1 CROSS SECTIONS - SHEET 1 OF 3
23-15556-C309
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
1:100
0 FOR CONSTRUCTION PC SF NS 14.11.16
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZESuite 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
EXISTING LEVELDESIGN LEVEL
CH 180
-9.22
212.2
60
212.2
56-9
212.2
6-0
.0421
2.22
-821
2.26
-0.04
212.2
2
-221
2.26
-1.04
211.2
2
021
2.26
-1.04
211.2
2
221
2.29
-1.07
211.2
2
921
2.39
021
2.386
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 210.00
CH 200
-9.08
212.2
50
212.2
54
-821
2.26
0.01
212.2
68
-221
2.26
-0.99
211.2
68
021
2.26
-121
1.268
221
2.28
-1.01
211.2
68
8.38
212.3
30
212.3
31
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 210.00
CH 220
-9.49
212.2
30
212.2
34-9
212.2
30.0
821
2.316
-821
2.24
0.08
212.3
16
-221
2.24
-0.93
211.3
16
021
2.24
-0.93
211.3
16
221
2.25
-0.93
211.3
16
8.11
212.3
30
212.3
34
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 210.00
CH 240
-9.59
212.2
70
212.2
66-9
212.2
70.1
212.3
64
-821
2.27
0.121
2.364
-221
2.26
-0.9
211.3
64
021
2.26
-0.9
211.3
64
221
2.26
-0.9
211.3
64
7.36
212.2
60
212.2
57
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 210.00
CH 260
-10.2
121
2.36
021
2.363
-921
2.32
0.25
212.5
64
-821
2.28
0.28
212.5
64
-221
2.23
-0.67
211.5
64
021
2.22
-0.66
211.5
64
221
2.26
-0.7
211.5
64
6.57
212.3
30
212.3
26
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 210.00
CH 280
-10.9
521
2.44
021
2.439
-921
2.44
0.32
212.7
64
-821
2.44
0.32
212.7
64
-221
2.46
-0.69
211.7
64
021
2.48
-0.72
211.7
64
221
2.5-0
.7421
1.764
6.69
212.5
50
212.5
45
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 211.00
CH 300
-11.4
121
2.56
021
2.562
-921
2.56
0.41
212.9
64
-821
2.56
0.41
212.9
64
-221
2.64
-0.68
211.9
64
021
2.66
-0.7
211.9
64
221
2.68
-0.72
211.9
64
6.62
212.7
30
212.7
34
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 211.00
CH 320
-11.6
221
2.73
021
2.727
-921
2.73
0.43
213.1
64
-821
2.73
0.43
213.1
64
-221
2.75
-0.58
212.1
64
021
2.75
-0.59
212.1
64
221
2.75
-0.59
212.1
64
5.52
212.7
50
212.7
5
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 211.00
0% 1 in 6
0% 0% 1 in 6
0% 1 in 6
0% 0% 1 in 6
1 in -6 0% 1 in 6
0% 0% 1 in 6
1 in -6 0% 1 in 6
0% 0% 1 in 6
1 in -6 0% 1 in 6
0% 0% 1 in 6
1 in -6 0% 1 in 6
0% 0% 1 in 6
1 in -6 0% 1 in 6
0% 0% 1 in 6
1 in -6 0% 1 in 6
0% 0% 1 in 6
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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
Level 7, 16 Marcus Clarke Street
Canberra ACT 2601 Australia
GPO Box 1877 Canberra ACT 2601
T 61 2 6113 3200 F 61 2 6113 3299
E [email protected] W www.ghd.com
Plot Date: Cad File No:14 November 2016 - 1:22 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C309_C315.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
DRAIN 1 CROSS SECTIONS - SHEET 2 OF 3
23-15556-C310
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
1:100
0 FOR CONSTRUCTION PC SF NS 14.11.16
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZESuite 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
DESIGN LEVELEXISTING LEVEL
CH 340
-12.9
921
2.70
212.6
98
-921
2.71
0.66
213.3
64
-821
2.71
0.66
213.3
64
-221
2.72
-0.35
212.3
64
021
2.72
-0.36
212.3
64
221
2.73
-0.36
212.3
64
4.221
2.73
021
2.73
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 211.00
CH 360
-14.1
621
2.70
212.7
04
-921
2.71
0.85
213.5
64
-821
2.71
0.85
213.5
64
-221
2.72
-0.16
212.5
64
021
2.73
-0.16
212.5
64
221
2.73
-0.17
212.5
64
3.02
212.7
30
212.7
34
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 211.00
1 in -6 0%
1 in 6 0% 0% 1 in 6
1 in -6 0%
1 in 6 0% 0% 1 in 6
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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
Level 7, 16 Marcus Clarke Street
Canberra ACT 2601 Australia
GPO Box 1877 Canberra ACT 2601
T 61 2 6113 3200 F 61 2 6113 3299
E [email protected] W www.ghd.com
Plot Date: Cad File No:14 November 2016 - 1:23 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C309_C315.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
DRAIN 1 CROSS SECTIONS - SHEET 3 OF 3
23-15556-C311
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
1:100
0 FOR CONSTRUCTION PC SF NS 14.11.16
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZESuite 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
EXISTING LEVELDESIGN LEVEL
CH 100
-7.7
212.2
90
212.2
921
2.291
-3.02
212.1
5-1
.4221
0.73
210.7
3
021
2-1
.2721
0.73
210.7
3
3.01
211.9
-1.17
210.7
321
0.73
6.49
211.8
90
211.8
921
1.888
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 209.00
CH 120
-6.09
212.1
30
212.1
321
2.131
-1.5
211.6
5-1
.0521
0.621
0.6
021
1.39
-0.79
210.6
210.6
1.521
1.34
-0.74
210.6
210.6
4.79
211.7
021
1.721
1.696
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 209.00
CH 140
-6.06
211.9
70
211.9
721
1.972
-1.5
211.3
8-0
.9321
0.45
210.4
53
021
1.33
-0.88
210.4
521
0.453
1.521
1.43
-0.98
210.4
521
0.453
5.99
211.9
50
211.9
521
1.948
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 209.00
CH 160
-6.14
211.8
50
211.8
521
1.851
-1.5
211.2
9-0
.9921
0.321
0.305
021
1.21
-0.91
210.3
210.3
05
1.521
1.18
-0.88
210.3
210.3
05
5.58
211.6
60
211.6
621
1.664
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 209.00
CH 180
-6.16
211.7
40
211.7
421
1.743
-1.89
211.2
-1.01
210.1
921
0.186
021
1.08
-0.9
210.1
921
0.186
1.89
211.1
7-0
.9821
0.19
210.1
86
5.921
1.65
021
1.65
211.6
49
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 209.00
CH 200-6
.4221
1.75
021
1.75
211.7
48
-1.5
211.0
7-0
.9621
0.11
210.1
06
021
0.99
-0.88
210.1
121
0.106
1.521
1-0
.8921
0.11
210.1
06
6.03
211.6
20
211.6
221
1.617
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 209.00
CH 220
-6.49
211.6
90
211.6
921
1.69
-1.5
210.9
8-0
.9521
0.03
210.0
26
021
1.01
-0.98
210.0
321
0.026
1.521
1.16
-1.13
210.0
321
0.026
6.321
1.62
021
1.62
211.6
25
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 209.00
CH 240
-5.84
211.3
60
211.3
621
1.359
-3.02
211.0
4-1
.120
9.95
209.9
46
021
0.92
-0.97
209.9
520
9.946
3.01
211.0
9-1
.1420
9.95
209.9
46
5.621
1.24
021
1.24
211.2
38
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 209.00
CH 260
-721
1.70
211.7
211.6
99
-1.5
210.9
5-1
.0920
9.87
209.8
67
021
0.78
-0.91
209.8
720
9.867
1.521
0.86
-0.99
209.8
720
9.867
6.59
211.5
60
211.5
621
1.563
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 209.00
CH 280
-7.05
211.6
40
211.6
421
1.637
-1.5
210.8
8-1
.0920
9.79
209.7
87
021
0.76
-0.98
209.7
920
9.787
1.521
0.8-1
.0120
9.79
209.7
87
6.84
211.5
70
211.5
721
1.568
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 209.00
CH 300
-7.23
211.6
20
211.6
221
1.618
-1.5
210.9
1-1
.220
9.71
209.7
07
021
0.78
-1.07
209.7
120
9.707
1.521
0.8-1
.0920
9.71
209.7
07
6.64
211.4
20
211.4
221
1.421
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 208.00
CH 320
-7.31
211.5
60
211.5
621
1.563
-1.5
210.8
7-1
.2520
9.63
209.6
27
021
0.79
-1.16
209.6
320
9.627
1.521
0.85
-1.22
209.6
320
9.627
6.72
211.3
70
211.3
721
1.368
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 208.00
1 in 3
0% 0% 1 in 3
1 in 3
0% 0% 1 in 3
1 in 3
0% 0%
1 in 3
1 in 3
0% 0% 1 in 3
1 in 2.7
0% 0% 1 in 2.7
1 in 3
0% 0%
1 in 3
1 in 3
0% 0%
1 in 3
1 in 2 0% 0%
1 in 2
1 in 3
0% 0%
1 in 3
1 in 3
0% 0%
1 in 3
1 in 3
0% 0%
1 in 3
1 in 3
0% 0%
1 in 3
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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
Level 7, 16 Marcus Clarke Street
Canberra ACT 2601 Australia
GPO Box 1877 Canberra ACT 2601
T 61 2 6113 3200 F 61 2 6113 3299
E [email protected] W www.ghd.com
Plot Date: Cad File No:14 November 2016 - 1:23 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C309_C315.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
DRAIN 2 CROSS SECTIONS - SHEET 1 OF 4
23-15556-C312
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
1:100
0 FOR CONSTRUCTION PC SF NS 14.11.16
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZESuite 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
EXISTING LEVELDESIGN LEVEL
CH 340
-7.49
211.5
40
211.5
421
1.543
-1.5
210.8
1-1
.2620
9.55
209.5
47
021
0.68
-1.13
209.5
520
9.547
1.521
0.79
-1.24
209.5
520
9.547
6.78
211.3
10
211.3
121
1.306
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 208.00
CH 360
-6.08
211.5
80
211.5
821
1.582
-1.59
210.5
7-1
.120
9.47
209.4
67
021
0.61
-1.14
209.4
720
9.467
1.59
210.6
9-1
.2220
9.47
209.4
67
4.49
210.8
30
210.8
321
0.834
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 208.00
CH 380
-3.6
210.5
021
0.521
0.496
-2.74
210.5
2-1
.1320
9.39
209.3
87
021
0.61
-1.22
209.3
920
9.387
2.74
211.3
3-1
.9420
9.39
209.3
87
4.29
211.6
10.0
121
1.62
211.6
24.4
121
1.62
-1.13
210.4
921
0.488
6.27
211.7
2-1
.2321
0.49
210.4
936.4
211.7
3-0
211.7
23
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 208.00
CH 400-3
.6521
0.38
021
0.38
210.3
84
-1.5
210.5
2-1
.2120
9.31
209.3
08
021
0.68
-1.38
209.3
120
9.308
1.521
0.86
-1.55
209.3
120
9.308
5.45
211.2
80
211.2
821
1.284
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 208.00
CH 420
-5.69
211.3
20
211.3
221
1.32
-1.5
210.4
2-1
.1920
9.23
209.2
28
021
0.57
-1.35
209.2
320
9.228
1.521
1-1
.7720
9.23
209.2
28
5.77
211.3
60
211.3
621
1.361
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 208.00
CH 440-4
.2921
0.54
021
0.54
210.5
42
-1.5
210.3
5-1
.220
9.15
209.1
48
021
0.61
-1.46
209.1
520
9.148
1.521
0.94
-1.79
209.1
520
9.148
5.68
211.2
40
211.2
421
1.237
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 208.00
CH 460
-5.31
210.9
70
210.9
721
0.974
-1.5
210.2
8-1
.2220
9.07
209.0
68
021
0.5-1
.4320
9.07
209.0
68
1.521
0.67
-1.61
209.0
720
9.068
5.67
211.1
60
211.1
621
1.155
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 208.00
CH 480
-5.43
210.9
50
210.9
521
0.952
-1.5
210.1
8-1
.1920
8.99
208.9
88
021
0.39
-1.41
208.9
920
8.988
1.521
0.81
-1.82
208.9
920
8.988
5.75
211.1
10
211.1
121
1.111
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 208.00
CH 500
-5.5
210.9
10
210.9
121
0.909
-1.5
210.0
9-1
.1820
8.91
208.9
08
021
0.2-1
.320
8.91
208.9
08
1.521
0.59
-1.68
208.9
120
8.908
5.75
211.0
30
211.0
321
1.035
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 208.00
CH 520
-5.47
210.8
10
210.8
121
0.814
-1.5
210.0
4-1
.2120
8.83
208.8
29
021
0.11
-1.28
208.8
320
8.829
1.521
0.55
-1.72
208.8
320
8.829
6.121
1.13
021
1.13
211.1
28
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 208.00
CH 540
-5.75
210.8
70
210.8
721
0.874
-1.5
210
-1.25
208.7
520
8.749
021
0.12
-1.37
208.7
520
8.749
1.521
0.49
-1.75
208.7
520
8.749
5.52
210.7
60
210.7
621
0.759
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 207.00
CH 560
-5.76
210.8
021
0.821
0.801
-1.5
209.8
7-1
.220
8.67
208.6
69
021
0.05
-1.38
208.6
720
8.669
1.521
0.36
-1.69
208.6
720
8.669
621
0.92
021
0.92
210.9
18
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 207.00
1 in 3
0% 0%
1 in 3
1 in 2.1
0% 0% 1 in 2.1
1 in 0.8 0% 0%
1 in
0.7 0.3%
1 in 2 0% 0%
1 in 2
1 in 2
0% 0%
1 in 2
1 in 2 0% 0%
1 in 2
1 in 2
0% 0%
1 in 2
1 in 2
0% 0%
1 in 2
1 in 2
0% 0%
1 in 2
1 in 2
0% 0%
1 in 2
1 in 2
0% 0%
1 in 2
1 in 2
0% 0%
1 in 2
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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
Level 7, 16 Marcus Clarke Street
Canberra ACT 2601 Australia
GPO Box 1877 Canberra ACT 2601
T 61 2 6113 3200 F 61 2 6113 3299
E [email protected] W www.ghd.com
Plot Date: Cad File No:14 November 2016 - 1:23 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C309_C315.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
DRAIN 2 CROSS SECTIONS - SHEET 2 OF 4
23-15556-C313
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
1:100
0 FOR CONSTRUCTION PC SF NS 14.11.16
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZESuite 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
EXISTING LEVELDESIGN LEVEL
CH 580
-5.62
210.6
50
210.6
521
0.65
-1.5
209.6
-1.01
208.5
920
8.589
020
9.85
-1.26
208.5
920
8.589
1.521
0.37
-1.78
208.5
920
8.589
5.92
210.8
021
0.821
0.801
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 207.00
CH 600
-5.12
210.2
60
210.2
621
0.265
-1.75
209.6
6-1
.1520
8.51
208.5
09
020
9.98
-1.47
208.5
120
8.509
1.75
210.3
8-1
.8820
8.51
208.5
09
6.11
210.7
80
210.7
821
0.784
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 207.00
CH 620
-5.75
210.5
021
0.521
0.496
-1.86
210.6
2-2
.1920
8.43
208.4
29
021
0.61
-2.18
208.4
320
8.429
1.86
210.6
2-2
.1920
8.43
208.4
29
6.13
210.7
021
0.721
0.698
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 207.00
CH 640
-5.59
210.4
021
0.421
0.396
-1.5
209.5
8-1
.2320
8.35
208.3
49
020
9.7-1
.3520
8.35
208.3
49
1.521
0.03
-1.68
208.3
520
8.349
5.96
210.5
80
210.5
821
0.581
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 207.00
CH 660
-5.08
210.0
60
210.0
621
0.057
-1.5
209.4
7-1
.220
8.27
208.2
7
020
9.71
-1.44
208.2
720
8.27
1.521
0.05
-1.78
208.2
720
8.27
5.96
210.5
021
0.521
0.498
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 207.00
CH 680
-4.36
209.6
20
209.6
220
9.619
-1.5
209.5
3-1
.3420
8.19
208.1
9
020
9.76
-1.57
208.1
920
8.19
1.520
9.99
-1.81
208.1
920
8.19
5.79
210.3
30
210.3
321
0.333
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 207.00
CH 700
-3.79
209.2
50
209.2
520
9.253
-1.5
209.9
8-1
.8720
8.11
208.1
1
021
0.18
-2.07
208.1
120
8.11
1.521
0.31
-2.2
208.1
120
8.11
6.03
210.3
80
210.3
821
0.376
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 207.00
CH 720
-5.57
210.0
60
210.0
621
0.063
-1.5
209.3
3-1
.320
8.03
208.0
3
020
9.86
-1.83
208.0
320
8.03
1.521
0.36
-2.33
208.0
320
8.03
6.06
210.3
10
210.3
121
0.309
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 207.00
CH 740
-4.84
209.6
20
209.6
220
9.619
-1.5
209.0
4-1
.0920
7.95
207.9
5
020
9.44
-1.49
207.9
520
7.95
1.521
0.02
-2.07
207.9
520
7.95
6.09
210.2
50
210.2
521
0.246
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 207.00
1 in 2
0% 0%
1 in 2
1 in 1.9
0% 0%
1 in 1.9
1 in 1.9
0% 0%
1 in 1.9
1 in 2
0% 0%
1 in 2
1 in 2
0% 0%
1 in 2
1 in 2 0% 0%
1 in 2
1 in 2 0% 0%
1 in 2
1 in 2
0% 0%
1 in 2
1 in 2
0% 0%
1 in 2
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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
Level 7, 16 Marcus Clarke Street
Canberra ACT 2601 Australia
GPO Box 1877 Canberra ACT 2601
T 61 2 6113 3200 F 61 2 6113 3299
E [email protected] W www.ghd.com
Plot Date: Cad File No:14 November 2016 - 1:23 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C309_C315.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
DRAIN 2 CROSS SECTIONS - SHEET 3 OF 4
23-15556-C314
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
1:100
0 FOR CONSTRUCTION PC SF NS 14.11.16
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZESuite 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
EXISTING LEVELDESIGN LEVEL
CH 760
-6.26
210.2
50
210.2
521
0.249
-1.5
208.8
9-1
.0220
7.87
207.8
7
020
9.06
-1.19
207.8
720
7.87
1.520
9.66
-1.79
207.8
720
7.87
6.03
210.1
30
210.1
321
0.134
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 207.00
CH 780
-2.46
208.2
70
208.2
720
8.272
-1.5
208.1
6-0
.3720
7.79
207.7
9
020
8.8-1
.0120
7.79
207.7
9
1.520
9.59
-1.8
207.7
920
7.79
6.06
210.0
70
210.0
721
0.069
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 207.00
CH 800
-1.68
207.8
020
7.820
7.803
-1.5
207.8
2-0
.1120
7.71
207.7
11
020
8.29
-0.58
207.7
120
7.711
1.520
9.26
-1.55
207.7
120
7.711
5.37
209.6
50
209.6
520
9.648
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 206.00
CH 820
-1.53
207.6
50
207.6
520
7.647
020
8.36
-0.73
207.6
320
7.631
1.520
8.97
-1.34
207.6
320
7.631
5.26
209.5
10
209.5
120
9.509
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 206.00
CH 840
-2.62
207.5
60
207.5
620
7.562
-1.5
207.4
50.1
207.5
520
7.551
020
7.43
0.12
207.5
520
7.551
1.520
7.32
0.23
207.5
520
7.551
5.520
7.59
020
7.59
207.5
91
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESN
DESIGNSURFACE LEVEL
DATUM R.L. 206.00
1 in 2
0% 0%
1 in 2
1 in 2 0% 0%
1 in 2
0% 0%
1 in 2
0% 0%
1 in 2
1% 0% 0% 1%
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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
Level 7, 16 Marcus Clarke Street
Canberra ACT 2601 Australia
GPO Box 1877 Canberra ACT 2601
T 61 2 6113 3200 F 61 2 6113 3299
E [email protected] W www.ghd.com
Plot Date: Cad File No:14 November 2016 - 1:23 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C309_C315.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
DRAIN 2 CROSS SECTIONS - SHEET 4 OF 4
23-15556-C315
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
1:100
0 FOR CONSTRUCTION PC SF NS 14.11.16
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZESuite 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
CM TP
TP TEL
S
IG
N
211.5
211.5
212.0
212.0
212.0
212.0
212.0
211.00
212.00
E(OH)E(OH)
CC
CC
CC
CC
CC
CC
C
C C C C C C C C C C C C C C C C C C
CC
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
212.00
212.00
212.00
212.00
212.00
9.60
TELTEL
EP
YERONG STREET
NICHOLAS STREET
AC323
BC323
ROAD 1
R5.0R5.0
0.000 80
CULVERT 1DEMOLISH EXISTING CAUSEWAY AND REPLACE WITHNEW 3 Nos.1800 x 900 HIGH PRECAST BOX CULVERTS,BASE SLAB AND WING WALLS TO SUIT . RECONSTRUCTROAD TO SUIT NEW CULVERT HEIGHTS. WIDENCHANNEL BASE AND STEEPEN BATTERS TO SUIT.
PROVIDE 230mm THICK ROCKFILLED MATTRESS SCOURPROTECTION AT HEADWALL WITHAPRON DEPTH 4000m AND APRONWIDTH 6030mm. UNDERSIDE ANDENDS LINED WITH GEOTEXTILE.
CONSTRUCT NEW GRASSLINED OPEN CHANNEL
MELT TERMINAL
TRAILING TERMINAL
MELT TERMINAL
TRAILING TERMINAL
GUARDRAIL
GUARDRAIL
RELOCATE EXISTING COMMUNICATIONAS REQUIRED TO ACHIEVE 600mmCOVER BELOW CHANNEL INVERT.
C01
C02
C03
C04
C05
C06
G01G02
G03
G04
G05
G06 G07
G08
G09
G10
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
CADASTRA BOUNDARIES
COUNTOUR INTERVALS
EXISTING TREES
TREES FOR POTENTIAL REMOVAL
20
GUARDRAIL
LEGEND:
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
CULVERT 1 - SETOUT POINTSPOINT EASTING NORTHING BASE SLAB
ELEVATIONC01 509726.541 6096972.798 210.735
C02 509720.579 6096973.699 210.735
C03 509727.258 6096977.544 210.709
C04 509721.296 6096978.445 210.709
C05 509727.976 6096982.290 210.684
C06 509722.013 6096983.192 210.684
LONGITUDINAL SECTION - ROAD 1SCALE H 1:500, V 1:100
YERO
NG S
TREE
T
IP C
H 3.5
RL 2
12.25
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 209.00
L=6m
L=0.5m L=23.21m
G=-2% G=-0.43%
K=3.83
L=29.71m
0.000
212.3
160.0
0021
2.316
3.500
212.2
580.0
0321
2.255
10.00
021
2.218
0.240
211.9
78
20.00
021
2.175
0.307
211.8
67
29.70
521
2.146
0.013
212.1
33
GUARDRAIL - SETOUT POINTSPOINT EASTING NORTHING
G01 509719.789 6097000.157
G02 509716.760 6096988.478
G03 509720.956 6096982.787
G04 509728.921 6096981.583
G05 509734.955 6096981.048
G06 509713.422 6096964.221
G07 509713.997 6096970.202
G08 509719.688 6096974.398
G09 509727.598 6096973.203
G10 509739.277 6096970.173
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:26 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C317_C322.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
CULVERT 1 GENERAL ARRANGEMENT PLAN
23-15556-C317
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION PC SF NS 14.11.16
0 1 4 5m32
SCALE 1:100 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
PLAN - CULVERT 1SCALE 1:100
N
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
25mHORIZONTAL 1:500
5 15 2010
VERTICAL 1:100 1 5m432
NOTE:1. FOR BACKFILL DETAILS ABOVE CULVERTS, REFER TO DRAWING 23-15556-C323.
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
CULVERT 2 - SETOUT POINTSPOINT EASTING NORTHING BASE SLAB
ELEVATIONC07 509737.363 6097044.372 210.220
C08 509731.400 6097045.274 210.220
C09 509737.721 6097046.746 210.210
C10 509731.759 6097047.647 210.210
C11 509738.978 6097048.393 210.201
C12 509732.118 6097050.020 210.201
LONGITUDINAL SECTION - ROAD 2SCALE H 1:500, V 1:100
YERO
NG S
TREE
T
IP C
H 5 R
L 211
.81
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 208.00
L=6mL=2m L=18.88m
G=-3% G=-0.38%
K=2.29
L=26.88m
0.000
211.9
640.0
0021
1.964
5.000
211.8
340.1
9921
1.635
10.00
021
1.796
0.592
211.2
04
20.00
021
1.758
0.004
211.7
54
26.88
521
1.732
-0.00
021
1.732
IO
211.5
211.5
212.0
C C C C C C C C C C C C C C C C C C C
WW
WW
WW
WW
WW
WW
WW
WW
YERONG STREETYERONG STREETYERONG STREET
LANE
WAY
AC323
BC323
ROAD 2
CULVERT 2NEW 2 Nos.1800 x 900 HIGH PRECASTBOX CULVERTS WITH LINK SLAB, BASESLAB AND WING WALLS TO SUIT .RECONSTRUCT ROAD TO SUIT NEWCULVERT HEIGHTS. WIDEN CHANNELBASE AND STEEPEN BATTERS TO SUIT.
PROVIDE 230mm THICK ROCKFILLED MATTRESS SCOURPROTECTION AT HEADWALL WITHAPRON DEPTH 4000m AND APRONWIDTH 6030mm. UNDERSIDE ANDENDS LINED WITH GEOTEXTILE.
CONSTRUCT NEW GRASS LINEDOPEN CHANNEL
R5.0 R5.0
MELT TERMINAL
TRAILING TERMINAL
MELT TERMINAL
TRAILING TERMINAL
GUARDRAIL
GUARDRAIL
RELOCATE WATER MAIN AS REQUIREDIN THE VICINITY OF THE CULVERT TOAVOID THE CULVERT AND TO ACHIEVE600mm COVER BELOW CHANNELINVERT.
4.80
C09
C10
C11
C12
G11
G12
G13
G14
G16G17
G18
G19
G20
G15
C07
C08
GUARDRAIL - SETOUT POINTSPOINT EASTING NORTHING
G11 509729.889 6097066.960
G12 509726.860 6097055.281
G13 509731.057 6097049.590
G14 509738.065 6097049.121
G15 509744.946 6097047.819
G16 509724.243 6097035.797
G17 509724.819 6097041.776
G18 509730.510 6097045.973
G19 509738.420 6097044.777
G20 509750.098 6097041.748
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
CADASTRA BOUNDARIES
COUNTOUR INTERVALS
EXISTING TREES
TREES FOR POTENTIAL REMOVAL
20
GUARDRAIL
LEGEND:
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:26 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C317_C322.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
CULVERT 2 GENERAL ARRANGEMENT PLAN
23-15556-C318
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION PC SF NS 14.11.16
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
PLAN - CULVERT 2SCALE 1:100
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZE
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
25mHORIZONTAL 1:500
5 15 2010
VERTICAL 1:100 1 5m432
NOTE:1. FOR BACKFILL DETAILS ABOVE CULVERTS, REFER TO DRAWING 23-15556-C323.
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
CULVERT 3 - SETOUT POINTSPOINT EASTING NORTHING BASE SLAB
ELEVATIONC13 509746.879 6097107.332 209.966
C14 509740.917 6097108.233 209.966
C15 509747.596 6097112.078 209.946
C16 509741.634 6097112.979 209.946
C17 509748.314 6097116.824 209.927
C18 509742.351 6097117.725 209.927
LONGITUDINAL SECTION - ROAD 3SCALE H 1:500, V 1:100
YERO
NG S
TREE
T
IP C
H 21
RL 2
11.73
SAG
CH 19
.22 R
L 211
.76
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 208.00
L=10mL=16m L=1.52m
G=-0.8% G=1.68%
K=4.03
L=27.52m
0.000
211.8
96-0
.001
211.8
98
10.00
021
1.816
0.902
210.9
14
20.00
021
1.756
0.135
211.6
2121
.000
211.7
600.0
3821
1.721
27.51
9 21
1.838
0.00
211.8
38
S
IG
N
S
IG
N
C C C C
C
E(OH)E(OH)
E(OH)E(OH)
E(OH)E(OH)
E(OH)E(OH)
E(OH)E(OH)
E(OH)E(OH)
E(OH)
9.60
TEL
EP
YERONG STREET
KING
STR
EET
AC323
BC323
ROAD 3
R5.0 R5.0
CONSTRUCT NEW GRASS LINEDOPEN CHANNEL
CULVERT 3DEMOLISH EXISTING CAUSEWAY AND REPLACE WITHNEW 2 Nos.1800 x 900 HIGH PRECAST BOX CULVERTSWITH LINK SLAB, BASE SLAB AND WING WALLS TO SUIT .RECONSTRUCT ROAD TO SUIT NEW CULVERT HEIGHTS.WIDEN CHANNEL BASE AND STEEPEN BATTERS TO SUIT.
PROVIDE 230mm THICK ROCKFILLED MATTRESS SCOURPROTECTION AT HEADWALL WITHAPRON DEPTH 4000m AND APRONWIDTH 6030mm. UNDERSIDE ANDENDS LINED WITH GEOTEXTILE.
MELT TERMINAL
TRAILING TERMINAL
MELT TERMINAL
TRAILING TERMINAL
GUARDRAIL
GUARDRAIL
C13
C14
C15
C16
C17
C18
G21G22
G23
G24
G25
G26
G27
G28
G29
G30
CULVERT 3 - GUARDRAILSETOUT POINTS
POINT EASTING NORTHING
G21 509740.127 6097134.690
G22 509737.097 6097123.012
G23 509741.294 6097117.321
G24 509749.207 6097116.124
G25 509755.185 6097115.550
G26 509759.600 6097104.709
G27 509747.921 6097107.738
G28 509740.011 6097108.934
G29 509734.320 6097104.737
G30 509733.745 6097098.756
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
CADASTRA BOUNDARIES
COUNTOUR INTERVALS
EXISTING TREES
TREES FOR POTENTIAL REMOVAL
20
GUARDRAIL
LEGEND:
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:26 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C317_C322.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
CULVERT 3 GENERAL ARRANGEMENT PLAN
23-15556-C319
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION PC SF NS 14.11.16
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
PLAN - CULVERT 3SCALE 1:100
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZE
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
25mHORIZONTAL 1:500
5 15 2010
VERTICAL 1:100 1 5m432
NOTE:1. FOR BACKFILL DETAILS ABOVE CULVERTS, REFER TO DRAWING 23-15556-C323.
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
CULVERT 4 - SETOUT POINTSPOINT EASTING NORTHING BASE SLAB
ELEVATIONC19 509757.672 6097178.719 209.677
C20 509750.805 6097180.321 209.677
C21 509758.031 6097181.092 209.668
C22 509752.069 6097181.993 209.668
C23 509758.390 6097183.465 209.658
C24 509752.427 6097184.366 209.658
LONGITUDINAL SECTION - ROAD 4SCALE H 1:500, V 1:100
IP C
H 5 R
L 211
.57
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 208.00
L=6mL=2m L=19.17m
G=-3% G=-0.34%
K=2.26
L=27.17m
0.000
211.7
16-0
.000
211.7
16
5.000
211.5
860.1
4521
1.441
10.00
021
1.549
0.750
210.7
99
20.00
021
1.514
0.040
211.4
75
27.17
021
1.490
IO
S
IG
N
211.0
211.0 211.0
211.5
211.5
211.5
211.5
210.00
E(OH
)E(
OH)
E(OH
)E(
OH)
E(OH
)E(
OH)
E(OH
)E(
OH)
E(OH
)E(
OH)
E(OH
)E(
OH)
E(OH
)
WW
WW
WW
WW
WW
WW
WW
W
4.80
EP
YERONG STREET
LANE
WAY
AC323
BC323
R5.0 R5.0
CONSTRUCT NEW GRASS LINEDOPEN CHANNEL
CULVERT 4NEW 2 Nos.1800 x 900 HIGH PRECAST BOXCULVERTS WITH LINK SLAB, BASE SLAB ANDWING WALLS TO SUIT . RECONSTRUCT ROADTO SUIT NEW CULVERT HEIGHTS. WIDENCHANNEL BASE AND STEEPEN BATTERS TOSUIT.
PROVIDE 230mm THICK ROCK FILLEDMATTRESS SCOUR PROTECTION ATHEADWALL WITH APRON DEPTH 4000mAND APRON WIDTH 6030mm.UNDERSIDE AND ENDS LINED WITHGEOTEXTILE.
MELT TERMINAL
TRAILING TERMINAL
MELT TERMINAL
TRAILING TERMINAL
GUARDRAIL
GUARDRAIL
EXISTING Ø100mmPVC WATERMAIN
RELOCATE WATER MAIN AS REQUIRED IN THEVICINITY OF THE CULVERT TO AVOID THECULVERT AND TO ACHIEVE 600mm COVERBELOW CHANNEL INVERT.
C19
C20
C21
C22
C23
C24
G31
G32
G33
G34
G35
G36 G37
G38
G39
G40
GUARDRAIL - SETOUT POINTSPOINT EASTING NORTHING
G31 509750.203 6097201.331
G32 509747.173 6097189.652
G33 509751.370 6097183.961
G34 509759.285 6097182.765
G35 509765.261 6097182.190
G36 509744.538 6097170.143
G37 509745.113 6097176.124
G38 509751.725 6097179.618
G39 509758.715 6097179.125
G40 509770.393 6097176.096
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
CADASTRA BOUNDARIES
COUNTOUR INTERVALS
EXISTING TREES
TREES FOR POTENTIAL REMOVAL
20
GUARDRAIL
LEGEND:
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:27 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C317_C322.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
CULVERT 4 GENERAL ARRANGEMENT PLAN
23-15556-C320
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION PC SF NS 14.11.16
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
PLAN - CULVERT 4SCALE 1:100
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZE
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
25mHORIZONTAL 1:500
5 15 2010
VERTICAL 1:100 1 5m432
NOTE:1. FOR BACKFILL DETAILS ABOVE CULVERTS, REFER TO DRAWING 23-15556-C323.
ROAD 4
GRATE
GRATE
S
I
G
N
U
H
Y
D
210.5
210.5
211.0
211.0
211.0
211.0
211.0
211.5
211.5
210.00
211.00
C
C
C
C
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)E(OH)
E(OH)E(OH)
E(OH)E(OH)
E(OH)E(OH)
E(OH
)
E(OH
)
E(OH
)
E(OH
)
E(OH
)
E(OH
)
E(OH
)
E(OH
)
E(OH
)
E(OH
)
E(OH
)
E(OH
)
E(OH
)
E(OH
)
E(OH
)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
211.0
0
211.0
0
14.40
N
EP
TEL
HYD.M
HYD.M
YERONG STREET
A-
BC323
APPROXIMATE LOCATIONOF EXISTING STAY
RELOCATE WATER MAIN AS REQUIRED INTHE VICINITY OF THE CULVERT TO AVOID THECULVERT AND TO ACHIEVE 600mm COVERBELOW CHANNEL INVERT.
PROVIDE 230mm THICK ROCKFILLED MATTRESS SCOURPROTECTION AT HEADWALL WITHAPRON DEPTH 4000m AND APRONWIDTH 6030mm. UNDERSIDE ANDENDS LINED WITH GEOTEXTILE.
CULVERT 5ADEMOLISH EXISTING CULVERTS ANDREPLACE WITH NEW 2 Nos.1800 x 900HIGH PRECAST BOX CULVERTS WITHLINK SLAB, BASE SLAB AND WINGWALLS TO SUIT . RECONSTRUCT ROADTO SUIT NEW CULVERT HEIGHTS.WIDEN CHANNEL BASE AND STEEPENBATTERS TO SUIT.
GUIDEPOST TYPICAL
DEMOLISH EXISTING PIT ANDREMOVE DOWNSTREAM PIPE
CULVERT 5BNEW 1800 x 450 BOX CULVERTS.DEMOLISH EXISTING HEADWALLSAND BOX CULVERTS.
BLOCK OFF REDUNDANTUPSTREAM PIPELINE
RETAIN EXISTING PIT AND GRATE
C25
C26
C27
C28
C29
C30
37
38
39
40
41
42
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
CULVERT 5A - SETOUT POINTSPOINT EASTING NORTHING BASE SLAB
ELEVATIONC25 509757.935 6097236.329 209.449
C26 509753.991 6097231.808 209.449
C27 509752.510 6097241.062 209.420
C28 509748.565 6097236.541 209.420
C29 509747.085 6097245.796 209.391
C30 509743.140 6097241.275 209.391
IP C
H 31
.71 R
L 211
.8CR
EST
CH 29
.03 R
L 211
.8
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 207.00
LONGITUDINAL SECTION - ROAD 5SCALE H 1:500, V 1:100
G=-0.28% L=10m
L=26.71m L=5.69m
G=0.08%
K=27.38
L=31.71m L=10.69m
0.00
0 21
1.775
-0.02
0 21
1.795
10.00
0 21
1.784
-0.00
7 21
1.791
20.00
0 21
1.792
0.01
6 21
1.776
30.00
0 21
1.799
0.00
9 21
1.790
31.71
5 21
1.797
0.00
7 21
1.790
40.00
0 21
1.779
0.00
3 21
1.776
42.40
4 21
1.772
0.00
0 21
1.772
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
CADASTRA BOUNDARIES
COUNTOUR INTERVALS
EXISTING TREES
TREES FOR POTENTIAL REMOVAL
20
GUARDRAIL
LEGEND:CULVERT 5B - SETOUT POINTS
POINT EASTING NORTHING BASE SLABELEVATION
37 509758.242 6097244.217 210.600
38 509757.417 6097242.511 210.600
39 509752.273 6097247.106 210.526
40 509751.448 6097245.401 210.526
41 509745.281 6097250.491 210.456
42 509744.455 6097248.785 210.456
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:27 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C317_C322.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
CULVERT 5A & 5B GENERAL ARRANGEMENT PLAN
23-15556-C321
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION PC SF NS 14.11.16
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
PLAN - CULVERT 5A & 5BSCALE 1:100
ROAD 5
CONSTRUCT NEWGRASS LINED OPENCHANNEL
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZE
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
25mHORIZONTAL 1:500
5 15 2010
VERTICAL 1:100 1 5m432
NOTE:1. FOR BACKFILL DETAILS ABOVE CULVERTS, REFER TO DRAWING 23-15556-C323.
TEL TEL
S
IG
N
210.0
210.0
210.5
210.5
210.5
210.5
C
C
C
CC
CC
CC
CC
CC
C
CC
CC
CC
CC
CC
CC
C
CCCCCCCCCCCCCCCCCCC
E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)
E(OH
)E(
OH)
E(OH
)E(
OH)
E(OH
)E(
OH)
E(OH
)E(
OH)
E(OH
)E(
OH)
WW
WW
WW
WW
WW
WW
WW
W
12.00
TELTEL TEL TEL
EP
WM
BRET
TON
STRE
ET
URANA STREET
A-
BC323
RELOCATE EXISTING COMMUNICATIONAS REQUIRED IN THE VICINITY OF THECULVERT TO AVOID THE CULVERT ANDTO ACHIEVE 600mm COVER BELOWCHANNEL INVERT.
600
620
CULVERT 6DEMOLISH EXISTING CULVERT AND REPLACEWITH NEW 2 Nos.1800 x 900 HIGH PRECASTBOX CULVERTS WITH LINK SLAB, BASE SLABAND WING WALLS TO SUIT . RECONSTRUCTROAD TO SUIT NEW CULVERT HEIGHTS.WIDEN CHANNEL BASE AND STEEPENBATTERS TO SUIT.
PROVIDE 230mm THICK ROCKFILLED MATTRESS SCOURPROTECTION AT HEADWALL WITHAPRON DEPTH 4000m AND APRONWIDTH 6030mm. UNDERSIDE ANDENDS LINED WITH GEOTEXTILE.
CONSTRUCT NEW GRASSLINED OPEN CHANNEL
MELT TERMINAL
MELT TERMINAL
TRAILING TERMINAL
GUARDRAILTRAILING TERMINAL
GUARDRAIL
R5.0
R5.0
LOWER EXISTING WATERMAIN SERVICE TO ACHIEVE600mm COVER BELOWCHANNEL INVERT.
C31
C32
C33
C34
C35
C36
G61
G62
G63
G64
G65
G66
G67
G68
G69
G70
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
CULVERT 6 - SETOUT POINTSPOINT EASTING NORTHING BASE SLAB
ELEVATIONC31 509519.566 6097285.678 208.493
C32 509518.637 6097279.720 208.493
C33 509513.638 6097286.602 208.469
C34 509512.709 6097280.644 208.469
C35 509507.709 6097287.526 208.445
C36 509506.781 6097281.568 208.445
LONGITUDINAL SECTION - ROAD 6SCALE H 1:500, V 1:100
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 206.00 L=32m
G=-0.54%
L=32.00m
0.000
210.8
170.0
0021
0.817
10.00
021
0.763
-0.01
121
0.774
20.00
021
0.709
-0.04
821
0.757
30.00
021
0.656
-0.01
321
0.669
31.99
821
0.645
0.000
210.6
45
GUARDRAIL - SETOUT POINTSPOINT EASTING NORTHING
G61 509502.790 6097294.632
G62 509507.245 6097290.600
G63 509508.208 6097286.827
G64 509507.305 6097280.889
G65 509504.794 6097271.121
G66 509530.116 6097292.676
G67 509520.944 6097288.464
G68 509518.876 6097285.156
G69 509517.930 6097279.057
G70 509517.251 6097273.234
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
CADASTRA BOUNDARIES
COUNTOUR INTERVALS
EXISTING TREES
TREES FOR POTENTIAL REMOVAL
20
GUARDRAIL
LEGEND:
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:27 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C317_C322.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
CULVERT 6 GENERAL ARRANGEMENT PLAN
23-15556-C322
0
P CHILDS S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION PC SF NS 14.11.16
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
PLAN - CULVERT 6SCALE 1:100
ROAD 6
N
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZE
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0
25mHORIZONTAL 1:500
5 15 2010
VERTICAL 1:100 1 5m432
NOTE:1. FOR BACKFILL DETAILS ABOVE CULVERTS, REFER TO DRAWING 23-15556-C323.
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
4.0 4.0 VARIES 1.6
NEW GABION MATTRESSESOVER GEOFABRIC.
NEW CAST IN-SITUBASE SLAB.
REFER STRUCTURAL DRAWING FORFOUNDATION PREPARATION DETAILS
300mm NOMINALPAVEMENT NEW PRECAST BOX CULVERT
SECTIONS (VARIES)
GRADE VARIES
VARIES1.6
VARIES
SECTIONAC512 50SCALE 1 :
2.00
0.23
2.00
0.23
1-
1.80 1.80 1.80
0.901.0
91.59
NEW CAST IN-SITU BASE SLAB.REFER TO STRUCTURAL DRAWINGS.
PRECAST RCBC LINK SLAB.REFER TO STRUCTURAL DRAWINGS.
ELEVATION B- 50SCALE 1 :
NEW GABION MATTRESSESOVER GEOFABRIC
STEEPEN TO BATTERS TO SUITSTEEPEN TO BATTERS TO SUIT
- 2/1800 x 900 PRECAST BOX CULVERTWITH LINK SLAB (CULVERT 2, 3, 4, 5A & 6)
- BACKFILL ABOVE CULVERT
CULVERT CROWN
300mm MIN. THICK DGS20COMPACTED IN LAYERS NOTEXCEEDING 150mm TO ACHIEVEMINIMUM COMPACTION OF 98% MMDD
14 / 7 2 COAT WEARING SURFACE
DGS20 COMPACTED IN 150mmLAYERS TO 95% MMDD
DETAIL1- 10SCALE 1 :
1.80 1.80 1.80
0.901.0
91.59
NEW CAST IN-SITU BASE SLAB.REFER TO STRUCTURAL DRAWINGS.
ELEVATION B- 50SCALE 1 :
NEW GABION MATTRESSESOVER GEOFABRIC
STEEPEN TO BATTERS TO SUITSTEEPEN TO BATTERS TO SUIT
- 3/1800 x 900 PRECAST BOX CULVERT (CULVERT 1)
6.05
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:30 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C323.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
CULVERT TYPICAL ELEVATIONS AND SECTION
23-15556-C323
0
R PACIENTE JR S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
1: 50
0 FOR CONSTRUCTION PC SF NS 14.11.16
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
1 in 2
0% 0%
1 in 2
-4.7
210.8
40
210.8
37
-1.5
210.3
8-1
.1420
9.237
021
0.56
-1.32
209.2
37
1.521
0.8-1
.5720
9.237
5.38
211.1
80
211.1
76
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 208.00
1 in 20% 0%
1 in 2
-4.26
210.5
30
210.5
33
-1.5
210.3
5-1
.220
9.153
021
0.6-1
.4420
9.153
1.521
0.82
-1.67
209.1
53
5.35
211.0
80
211.0
78
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 208.00
1 in 2
0% 0%
1 in 2
-5.92
211.2
50
211.2
51
-1.5
210.2
4-1
.220
9.04
021
0.71
-1.67
209.0
4
1.521
1.02
-1.98
209.0
4
5.95
211.2
70
211.2
67
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 208.00
1 in 2
0% 0%
1 in 2
-5.83
210.5
-021
0.495
-1.5
209.5
6-1
.2320
8.329
020
9.7-1
.3720
8.329
1.521
0.11
-1.79
208.3
29
6.04
210.6
021
0.597
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 207.00
1 in 20% 0%
1 in 2
-3.8
209.2
60
209.2
61
-1.5
209.9
2-1
.8120
8.111
021
0.11
-220
8.111
1.521
0.29
-2.18
208.1
11
6.01
210.3
60
210.3
67
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 207.00
1 in 2
0% 0%
1 in 2
-5.92
210.2
7-0
210.2
72
-1.5
209.5
-1.44
208.0
61
021
0.21
-2.15
208.0
61
1.521
0.48
-2.42
208.0
61
6.07
210.3
50
210.3
45
OFFSET FROM CENTRELINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
DESIGNSURFACE LEVEL
DATUM R.L. 207.00
MATCH TO EXISTING MATCH TO EXISTING
BRIDGE 1 - DRAIN 2 @ CH 421.209
BRIDGE DECK RL 211.360
MATCH TO EXISTING MATCH TO EXISTING
BRIDGE DECK RL 211.300
BRIDGE 2 - DRAIN 2 @ CH 442.262
MATCH TO EXISTING MATCH TO EXISTING
BRIDGE 3 - DRAIN 2 @ CH 470.571
BRIDGE DECK RL 211.300
MATCH TO EXISTING MATCH TO EXISTING
BRIDGE DECK RL 210.550LENGTH 12.0m
BRIDGE 4 - DRAIN 2 @ CH 648.530
MATCH TO EXISTINGMATCH TO EXISTING
BRIDGE DECK RL 210.610LENGTH 12.0m
LOCALLY STEEPENBATTERS TO SUITBRIDGE ABUTMENT
LOCALLY STEEPENBATTERS TO SUITBRIDGE ABUTMENT
BRIDGE 6 - DRAIN 2 @ CH 715.855
MATCH TO EXISTING MATCH TO EXISTING
LENGTH 12.0m
BRIDGE
BRIDGE 5 - DRAIN 2 @ CH 702.199
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:31 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C324.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
BRIDGE SECTIONS
23-15556-C324
0
R PACIENTE JR S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
1: 100
0 FOR CONSTRUCTION PC SF NS 14.11.16
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZESuite 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
SETOUT TABLE - DRAIN 1
POINT CHAINAGE EASTING NORTHING LEVEL
IP1 0 509722.813 6096968.305 210.762
TC 8.152 509721.594 6096960.244 210.805
IP2 19.942 509719.349 6096945.396 210.835
20 509724.392 6096949.046 210.835
CT 31.731 509734.2 6096943.168 210.863
40 509742.377 6096941.941 210.883
60 509762.156 6096938.974 210.931
80 509781.935 6096936.007 210.979
100 509801.713 6096933.04 211.027
120 509821.492 6096930.073 211.076
140 509841.271 6096927.106 211.124
160 509861.049 6096924.138 211.172
180 509880.828 6096921.171 211.22
200 509900.607 6096918.204 211.268
220 509920.386 6096915.237 211.316
240 509940.164 6096912.27 211.364
TC 252.484 509952.51 6096910.418 211.489
260 509959.894 6096909.025 211.564
IP3 267.338 509967.308 6096908.198 211.637
280 509978.821 6096902.667 211.764
CT 282.191 509980.808 6096901.743 211.786
300 509996.875 6096894.062 211.964
320 510014.919 6096885.435 212.164
340 510032.963 6096876.808 212.364
360 510051.007 6096868.182 212.564
IP4 376.933 510066.284 6096860.878 212.733
SETOUT TABLE - DRAIN 2
POINT CHAINAGE EASTING NORTHING LEVEL
IP1 0 509708.747 6096875.263 212.463
20 509711.737 6096895.039 211.273
40 509714.726 6096914.814 211.05
60 509717.716 6096934.589 210.943
80 509720.705 6096954.365 210.837
100 509723.695 6096974.14 210.73
IP2 103.899 509724.277 6096977.995 210.709
120 509726.684 6096993.915 210.6
140 509729.674 6097013.69 210.453
160 509732.663 6097033.466 210.305
IP3 171.487 509734.38 6097044.823 210.22
IP4 173.887 509734.739 6097047.196 210.21
180 509735.653 6097053.241 210.186
200 509738.642 6097073.016 210.106
220 509741.631 6097092.792 210.026
IP5 239.961 509744.615 6097112.528 209.947
240 509744.621 6097112.567 209.946
IP6 244.761 509745.333 6097117.274 209.927
260 509747.61 6097132.342 209.867
280 509750.6 6097152.118 209.787
300 509753.589 6097171.893 209.707
IP7 307.359 509754.689 6097179.169 209.677
IP8 309.759 509755.048 6097181.542 209.668
320 509756.579 6097191.668 209.627
340 509759.568 6097211.444 209.547
TC 351.919 509761.35 6097223.229 209.5
IP9 356.936 509762.17 6097228.652 209.48
360 509759.374 6097230.839 209.467
CT 361.953 509758.037 6097232.259 209.459
380 509744.439 6097244.124 209.387
TC 383.491 509741.808 6097246.419 209.374
IP10 386.305 509739.63 6097248.319 209.362
CT 389.119 509736.774 6097248.764 209.351
400 509726.023 6097250.44 209.308
420 509706.261 6097253.521 209.228
IP11 421.209 509705.067 6097253.707 209.223
440 509686.5 6097256.602 209.148
IP12 442.262 509684.265 6097256.95 209.139
460 509666.739 6097259.683 209.068
IP13 470.571 509656.294 6097261.311 209.026
480 509646.978 6097262.764 208.988
500 509627.216 6097265.844 208.908
520 509607.455 6097268.925 208.829
540 509587.694 6097272.006 208.749
560 509567.932 6097275.086 208.669
580 509548.171 6097278.167 208.589
SETOUT TABLE - DRAIN 2
POINT CHAINAGE EASTING NORTHING LEVEL
600 509528.41 6097281.248 208.509
620 509508.648 6097284.329 208.429
640 509488.887 6097287.409 208.349
IP14 648.53 509480.458 6097288.723 208.315
660 509469.126 6097290.49 208.27
680 509449.365 6097293.571 208.19
700 509429.603 6097296.652 208.11
IP15 703.199 509426.442 6097297.144 208.097
IP16 715.855 509413.938 6097299.094 208.047
720 509409.842 6097299.732 208.03
740 509390.081 6097302.813 207.95
760 509370.319 6097305.894 207.87
TC 769.249 509361.181 6097307.319 207.833
IP17 770.247 509360.194 6097307.472 207.829
CT 771.245 509359.197 6097307.527 207.825
TC 779.286 509351.168 6097307.968 207.793
780 509350.455 6097308.02 207.79
IP18 780.284 509350.171 6097308.023 207.789
CT 781.281 509349.184 6097308.177 207.785
800 509330.689 6097311.06 207.711
820 509310.927 6097314.141 207.631
TC 831.998 509299.073 6097315.989 207.583
IP19 839.888 509289.121 6097317.54 207.551
840 509292.451 6097320.093 207.551
CT 847.777 509290.744 6097327.481 207.52
IP20 851.544 509291.351 6097331.198 207.505
SETOUT TABLE - DRAIN 3
POINT CHAINAGE EASTING NORTHING LEVEL
IP1 0 509744.868 6097249.638 210.456
IP2 14.400 509757.83 6097243.364 210.600
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 1:31 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C325.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
CONSTRUCTION
LOCKHART SHIRE COUNCIL
FLOOD MITIGATION WORKS
NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS
CHANNELS SETOUT TABLES
23-15556-C325
0
K. RAZ S DONDERS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
0 FOR CONSTRUCTION PC SF NS 14.11.16
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
G1. CARRY OUT WORK IN A SAFE MANNER IN ACCORDANCE WITH APPLICABLE LEGISLATIONSTATUTORY REGULATIONS, BY-LAWS OR RULES. CONTRACTOR IS RESPONSIBLE FOROCCUPATIONAL HEALTH AND SAFETY OF SITE PERSONNEL AND GENERAL PUBLIC INACCORDANCE WITH WORK HEALTH AND SAFETY ACT 2010,LEGISLATIVE REQUIREMENTS,ASSOCIATED REGULATIONS AND CODES OF PRACTICE, INDUSTRIAL AGREEMENTS AND ACCEPTEDINDUSTRY PRACTICE.
G2. SUBMIT DETAILS OF CHANGES TO SCOPE, WORK METHODS OR MATERIALS etc FOR APPROVALBEFORE PROCEEDING. APPROVAL DOES NOT AUTHORISE A VARIATION TO THE CONTRACT.
G3. CHECK THE DRAWINGS AGAINST ANY OTHER DRAWINGS FOR REQUIREMENTS FORPENETRATIONS, CONDUITS, DUCTS, PIPES, etc.
G4. OBTAIN NECESSARY PERMITS AND APPROVALS FROM RELEVANT AUTHORITIES BEFORECOMMENCING WORK ON SITE.NOTIFY RELEVANT SERVICE AUTHORITIES BEFORE COMMENCINGWORK ON SITE.
G5. INSPECTIONS UNDERTAKEN BY SUPERINTENDENT OR OTHERS DO NOT RELIEVE CONTRACTOR OFRESPONSIBILITY FOR COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS.
G6. DO NOT OBTAIN DIMENSIONS BY SCALING FROM DRAWINGS.G7. DIMENSIONS ARE IN MILLIMETRES, LEVELS ARE IN METRES UNO.G8. DATUM FOR LEVELS IS AHD (AUSTRALIAN HEIGHT DATUM). CO-ORDINATES ARE TO MGA94 (MAP
GRID OF AUSTRALIA), AMG (AUSTRALIAN MAP GRID).G9. OBTAIN REQUIREMENTS FOR ADJOINING ELEMENTS TO BE FIXED TO OR SUPPORTED ON WORK
AND PROVIDE FOR REQUIRED FIXINGS. DRAWINGS DO NOT SHOW DETAILS OF ALL FIXTURES,INSERTS, SLEEVES, RECESSES OR OPENINGS etc REQUIRED. PROVIDE FOR TEMPORARYSUPPORT OF ADJOINING ELEMENTS DURING CONSTRUCTION.
G10. MAKE GOOD ANY DAMAGE TO EXISTING ELEMENTS AT COMPLETION OF WORKS.
GENERAL
SID1. THE SAFETY RISK MITIGATION ITEMS BELOW ARE BASED ON GHD'S DESIGN OFFICE EXPERIENCEAND DO NOT NECESSARILY ACCOUNT FOR ALL CONSTRUCTION, OPERATION, MAINTENANCE ANDDEMOLITION SAFETY RISKS. BASED ON INFORMATION AVAILABLE WHEN THIS DRAWING WASMADE, IN ITS CAPACITY AS DESIGNER ONLY, GHD HAS TRIED TO IDENTIFY SAFETY RISKSPERTAINING TO CONSTRUCTION, OPERATION, MAINTENANCE AND DEMOLITION PHASES OF THEASSET. INCLUSION (OR NOT) OF ANY ITEM DOES NOT REDUCE OR LIMIT OBLIGATIONS OFCONSTRUCTOR, USER, MAINTAINER AND DEMOLISHER TO UNDERTAKE APPROPRIATE RISKMANAGEMENT ACTIVITIES TO REDUCE RISK AND IS NOT AN ADMISSION BY GHD THAT INCLUSIONOF ANY ITEM IS DESIGNER'S RESPONSIBILITY.
SID2. CONSTRUCT BUILDING ELEMENTS THAT CONTRIBUTE TO SAFETY, SUCH AS HANDRAILS AND TOEBOARDS, 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 REINFORCEMENTSID5. CONTRACTOR TO CONSIDER THE RISKS OF WORKING ADJACENT TO OVERHEAD POWER LINES
AND TO TAKE MEASURES TO ELIMINATE OR MINIMISE THE RISKS .
SAFETY IN DESIGN
F1. THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROPOSED LOADING FROMAS 1597.2 AND AS5100. INCLUDING HIGHER MASS LIMIT (HML) LOADING.
F2. REFER TO GEOTECHNICAL INVESTIGATION REPORT NO.S16-057 PREPARED BY AITKEN ROWEGEOTECHNICAL ENGINEERING DATED 18th FEBRUARY 2016. NOTIFY STRUCTURAL DESIGNER IFCONDITIONS ENCOUNTERED DIFFER FROM THOSE DESCRIBED IN THE REPORT AND SEEKDIRECTIONS.
F3. DESIGN IS BASED ON DATA FROM DISCRETE LOCATIONS AS RECORDED IN GEOTECHNICALINVESTIGATION REPORT. SUBSURFACE CONDITIONS SHOWN ON DRAWINGS IS INFERRED FROMDATA IN GEOTECHNICAL INVESTIGATION REPORT AND IS GIVEN AS A GUIDE ONLY. ACTUALGROUND CONDITIONS MAY VARY FROM THOSE SHOWN.
F4. FOUNDATION LEVELS SHOWN ARE CONTRACT LEVELS. FINAL LEVELS TO BE AS DIRECTED BYSUPERINTENDENT.
F5. REMOVE TOP SOIL CONTAINING GRASS ROOTS OR OTHER ORGANIC MATTER, RUBBLE AND / ORDEBRIS AND OTHER UNSUITABLE MATERIAL BELOW FOUNDATIONS TO A LEVEL THAT ACHIEVES100 KPa BEARING CAPACITY.
F6. THE EXISTING CONCRETE CULVERT BASE IS TO BE TOTALLY REMOVED AND FOUNDINGNATURALLY OCCURRING MATERIAL IS TO BE PROOF ROLLED WITH A MINIMUM 10 TONNEVIBRATING ROLLER. ANY SOFT SPOTS FOUND ARE TO BE REMOVED AND SOUND GRANULARMATERIAL IMPORTED AND COMPACTED TO 98% SSD TO ACHIEVE 100 kPA SAFE BEARINGCAPACITY.
F7. “ENGINEERED FILL” UNDER CULVERT IS: SAND FILL UP TO 800 mm DEEP, WELL COMPACTED INLAYERS < 300 mm THICK BY VIBRATING PLATE OR VIBRATING ROLLER, OR NON-SAND FILL UP TO400 mm DEEP, WELL COMPACTED IN LAYERS <150 mm THICK BY MECHANICAL ROLLER (CLAY FILLTO BE MOIST DURING COMPACTION), OR OTHER MATERIAL PLACED AND COMPACTED INACCORDANCE WITH AS1289 AND AS1597.2.
F8. BACKFILLING OF BOX CULVERTS AND WING WALLS TO BE IN ACCORDANCE WITH AS1289 ANDAS1597.2.
F9. THE ENGINEERED FILL TO BE COMPACTED TO MINIMUM 98% OF STANDARD MAXIMUM DRYDENSITY.
F10. USE SUITABLE CONSTRUCTION TECHNIQUES AND EQUIPMENT FOR BACKFILLING ADJACENT TOSTRUCTURES TO PREVENT OVERSTRESS AND DAMAGE. BACKFILL EVENLY TO AVOIDDIFFERENTIAL SOIL PRESSURES ON STRUCTURES. BACKFILL AGAINST RETAINING WALLS ONLYAFTER SPECIFIED CONCRETE STRENGTH IS ACHIEVED, AND PERMANENT SUPPORT INSTALLEDWHERE APPLICABLE.
F11. FOOTINGS HAVE BEEN DESIGNED FOR A SAFE WORKING BEARING PRESSURE OF 100 kPa INUNDISTURBED NATURAL SOILS, U.N.O.
F12. CONSTRUCT FOOTINGS FOUNDED IN SPECIFIED MATERIALS (AS ABOVE, OR IN GEOTECHNICALREPORT). REMOVE SOFTENED OR LOOSE MATERIAL AND MATERIAL THAT DOES NOT ACHIEVETHESE PRESSURES. ENSURE FORMATION IS CLEAN AND LEVEL.
F13. PROVIDE 0.2 mm HIGH IMPACT RESISTANT VAPOUR PROOF MEMBRANE UNDER THE FOOTING.
FOUNDATIONS
D1. DEMOLITION WORK TO BE TO AS2601. TAKE PRECAUTIONS NECESSARY FOR PROTECTION OFPERSONS, VEHICLES AND PROPERTY.
D2. OBTAIN NECESSARY PERMITS AND APPROVALS FROM RELEVANT AUTHORITIES BEFORECOMMENCING WORK ON SITE. DO NOT COMMENCE DEMOLITION WORK BEFORE DEMOLITIONPERMIT/SCAFFOLD PERMIT OBTAINED.
D3. SEEK ADVICE FROM SUITABLY QUALIFIED STRUCTURAL ENGINEER TO ESTABLISH CRITICALSTABILITY 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 DEMOLITION SUBCONTRACTORS.D7. SUBMIT ELECTRONIC PDF'S OR THREE PAPER COPIES OF PROPOSED DEMOLITION METHOD
STATEMENT AT LEAST 14 DAYS PRIOR TO DEMOLITION WORK. DO NOT PROCEED WITHDEMOLITION UNTIL WRITTEN APPROVAL ISSUED. METHOD STATEMENT TO INCLUDE PROPOSEDSEQUENCE OF WORKS, TIMES FOR DISCONNECTION AND RECONNECTION OF SERVICES, SITESECURITY, HOT WORKS, SPLINTERS AND EXPOSED ELEMENTS, DEBRIS, TRANSPORT ANDDISPOSAL, ACCESS EQUIPMENT, TEMPORARY BATTERS, AIR QUALITY AND POLLUTION CONTROLMEASURES.
DEMOLITION
CONCRETE
1. ALL WORKMANSHIP AND MATERIALS TO BE IN ACCORDANCE WITH AS 3600 AND THE CONCRETESPECIFICATION.
2. CONCRETE QUALITY:-
MINIMUM CEMENT CONTENT = 270 kg/m³ MAX. W/C RATIO = 0.5PROJECT CONTROL TESTING TO BE CARRIED OUT IN ACCORDANCE WITH AS 3600
3. NO ADMIXTURES TO BE USED IN CONCRETE UNLESS APPROVED IN WRITING.4. CONCRETE DIMENSIONS SHOWN DO NOT INCLUDE THICKNESSES OF APPLIED FINISHES.5. DEPTHS OF BEAMS ARE GIVEN FIRST AND INCLUDE SLAB THICKNESS U.N.O.6. ALL EXPOSED EDGES AND CORNERS TO BE PROVIDED WITH 25mm FILLETS OR CHAMFERS. MAINTAIN
COVER TO REINFORCEMENT AT THESE DETAILS UNLESS OTHERWISE INDICATED.7. NO HOLES, CHASES OR EMBEDMENT OF PIPES, OTHER THAN THOSE SHOWN ON THE STRUCTURAL
DRAWINGS, TO BE MADE IN CONCRETE MEMBERS WITHOUT THE PRIOR WRITTEN APPROVAL OF THESUPERINTENDENT.
8. CONSTRUCTION JOINTS WHERE NOT SHOWN TO BE LOCATED TO THE APPROVAL OF THESUPERINTENDENT. DETAILS OF CONSTRUCTION JOINTS TO BE SUBMITTED TO THE SUPERINTENDENTFOR APPROVAL.
9. THE FINISHED CONCRETE TO BE A DENSE HOMOGENEOUS MASS, COMPLETELY FILLING THE FORMWORK,THOROUGHLY EMBEDDING THE REINFORCEMENT AND FREE OF STONE POCKETS. ALL CONCRETEINCLUDING SLABS ON GROUND AND FOOTINGS, TO BE COMPACTED WITH MECHANICAL VIBRATORS.
10. CURING OF ALL CONCRETE TO BE ACHIEVED BY KEEPING SURFACES CONTINUOUSLY WET FOR A PERIODOF 3 DAYS, AND PREVENTION OF LOSS OF MOISTURE FOR A TOTAL OF 7 DAYS FOLLOWED BY A GRADUALDRYING OUT. APPROVED SPRAYED OR CURING COMPOUNDS MAY BE USED WHERE COMPATIBLE WITHFLOOR FINISHES. POLYTHENE SHEETING OR WET HESSIAN MAY BE USED IF PROTECTED FROM WINDAND TRAFFIC.
11. CONSTRUCTION SUPPORT PROPPING TO BE LEFT IN PLACE WHERE NEEDED TO AVOID OVERSTRESSINGTHE STRUCTURE DUE TO CONSTRUCTION LOADING.
12. CONDUITS, PIPES ETC. ONLY TO BE LOCATED AS SHOWN IN THE DRAWINGS OR AS APPROVED BY THESUPERINTENDENT.
13. ALL FORMWORK AND PROPPING UNDER SUSPENDED CONCRETE WORKS SHALL BE SHALL BE REMOVEDBEFORE ANY MASONRY WORK IS BUILT ABOVE.
14. CAMBERS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND EXCEPT FOR PRESTRESSED WORKSHALL BE PROVIDED IN BEAMS AND SLABS AS FOLLOWS:-
i) SPANS - 0.002 x SPANii) CANTILEVERS - 0.004 x CANTILEVER LENGTH
CAMBERS SHALL BE CHECKED BEFORE AND AFTER DEPROPPING TO DETERMINE THE DEFLECTION OF THE MEMBERS UNDER THEIR SELF WEIGHT. PROVISION SHALL BE MADE IN THE FORMWORK SYSTEM FOR THE STRUCTURAL ENGINEER TO VARY THE SPECIFIED CAMBERS ON THE BASIS OF THIS INFORMATION. THE TOP SURFACE OF A CAMBERED MEMBER SHALL BE FINISHED TO MAINTAIN THE SPECIFIED DEPTH OF THE MEMBER.
15. SHRINKAGEMAXIMUM DRYING SHRINKAGE STRAIN MEASURED IN ACCORDANCE WITH AS 1012-PART 13 SHALL NOT EXCEED 650 x 10-6 AT 8 WEEKS. UNDERTAKE TESTING (IE. SHRINKAGE BARS) TO DEMONSTRATE COMPLIANCE WITH THIS REQUIREMENT FOR ALL SUSPENDED CONCRETE ELEMENTS.
16. BACKPROPPING FOR FORMWORK TO BE DESIGNED IN ACCORDANCE WITH AS 3610 AND CERTIFIED BYENGINEER ENGAGED BY THE SUBCONTRACTOR.
17. THE STRUCTURAL DESIGN FOR SUSPENDED STRUCTURES ASSUMES:-1. A MAXIMUM COMBINED VERTICAL DEFLECTION OF FORMWORK AND PROPS OF 2mm UNDER THE WEIGHT OF CONCRETE, REINFORCEMENT AND CONSTRUCTION LIVE LOAD.2. REMOVAL OF FORMWORK AND PROPS SHALL COMPLY WITH CLAUSE 19.6.2 OF AS 3600
ELEMENT SLUMP MAX. SIZEAGGREGATE CEMENT TYPE CONCRETE
GRADE
BASE SLAB 80 20 GP 40 MPaEDGE BEAM 80 20 GP 40 MPaHEAD WALL 80 20 GP 40 MPa
BRIDGE ABUTMENT 80 20 GP 40 MPaMASS CONCRETE 80 20 GP 15 MPa
REINFORCEMENT
1. CLEAR CONCRETE COVER TO ALL REINFORCEMENT TO BE AS FOLLOWS, UNLESS NOTED OTHERWISE.
2. ALL REINFORCEMENT TO BE FIRMLY SUPPORTED NOT GREATER THAN 1m CENTRES BOTH WAYS,UNLESS NOTED OTHERWISE. BARS TO BE TIED AT ALTERNATE INTERSECTIONS.
3. REINFORCEMENT SYMBOLS:-N - DENOTES GRADE 500 DEFORMED BARS TO AS 4671Y - DENOTES GRADE 400 Y BARS TO AS 1302 GRADE Y (TEMPCORE).R - DENOTES GRADE 250 HOT ROLLED PLAIN BARS TO AS 1302SL, RL - DENOTES FABRIC TO AS 4671 (GRADE 500)F - DENOTES GRADE 450 F HARD-DRAWN WIRE REINFORCING FABRIC TO AS 1304W - DENOTES GRADE 450 W HARD-DRAWN PLAIN WIRE TO AS 130317N20-250 means:-17 - NUMBER OF BARS IN GROUPN - BAR GRADE AND TYPE20 - NOMINAL BAR SIZE IN mm250 - SPACING IN mm
THE FIGURE FOLLOWING THE FABRIC SYMBOL SL IS THE REFERENCE NUMBER FOR FABRIC TO AS 13044. REINFORCEMENT BARS TO BE LAID IN LAYERS TAGGED ON PLANS AS FOLLOWS:-
(1) - DENOTES BARS LAID IN BOTTOM LAYER FIRST.(2) - DENOTES BARS LAID IN BOTTOM LAYER SECOND.(3) - DENOTES BARS LAID IN TOP LAYER FIRST.(4) - DENOTES BARS LAID IN TOP LAYER LAST.
REINFORCEMENT IS REPRESENTED DIAGRAMATICALLY AND NOT NECESSARILY IN TRUE PROJECTION.5. SPLICES IN REINFORCEMENT TO BE MADE ONLY IN POSITION SHOWN, OR OTHERWISE APPROVED IN
WRITING BY THE SUPERINTENDENT / DESIGNER. HOOKS, LAPS, SPLICES AND BENDS TO BE INACCORDANCE WITH AS 3600.LAPS TO BE NOT LESS THAN THE DEVELOPMENT LENGTH FOR EACH BAR SHOWN BELOW U.N.O.
6. WELDING OR REINFORCEMENT NOT TO BE PERMITTED UNLESS SHOWN ON THE STRUCTURAL DRAWINGSOR APPROVED BY THE DESIGNER.
7. JOGGLES TO BARS TO BE 1 BAR DIAMETER OVER A LENGTH OF 12 BAR DIAMETERSU.N.O.8. FABRIC TO BE LAPPED 2 TRANSVERSE WIRES PLUS 50mm. BUNDLED BARS TO BE TIED TOGETHER AT 30
BAR DIAMETER CENTRES WITH 3 WRAPS OF TIE WIRE.9. AT PENETRATIONS IN SLABS, UNLESS OTHERWISE DETAILED, REINFORCEMENT NOT TO BE CUT BUT TO
BE GATHERED EQUALLY TO EACH SIDE OF PENETRATION AND EXTRA REINFORCEMENT PROVIDEDBETWEEN THE PENETRATIONS AS DIRECTED BY THE SUPERINTENDENT.
10. DISTRIBUTION BARS TO MAIN REINFORCEMENT IN SLABS SHALL BE N12-300crs. U.N.O.11. NOTIFY AND PROVIDE ACCESS TO THE ELECTRICAL SUBCONTRACTOR TO CONNECT EARTHING.
ELEMENT COVER (mm) - NOTEXPOSED TO WEATHER
COVER (mm) - EXPOSED TOWEATHER
BASE SLAB 50 50
EDGE BEAM 75 75ABUTMENT BEAM 50 50
BORED PIERS - 75
BAR SIZE (mm) SPLICE LENGTH (mm)
N12 475N16 625N20 800N24 950N28 1250N32 1575
P1. PRECAST BOX CULVERT, LINK SLAB, WINGWALL, APRON SLAB AND BASE SLABS TO BE DESIGNEDBY A CERTIFIED MANUFACTURER AND INSTALLED IN ACCORDANCE WITH AS 1597.1 & AS 1597.2.
P2. PRECAST BOX CULVERTS, LINK SLABS & BASE SLABS TO BE DESIGNED IN ACCORDANCE WITH THEPROPOSED LOADING FROM AS 1597.2 & AS 5100 INCLUDING HML LOADING.
P3. SUBMIT SHOP DRAWINGS OF ALL PRECAST ELEMENTS FOR REVIEW AND APPROVAL PRIOR TOFABRICATION.
P4. PRECAST CULVERTS, LINK SLABS & BASE SLABS TO BE DESIGNED FOR EXPOSURECLASSIFICATION B1.
PRECAST CULVERTS
CONSTRUCTION
LOCKHART SHIRE COUNCIL
LOCKHART FLOOD MITIGATION WORKS
YERONG - URANA STREET DRAIN
GENERAL STRUCTURAL NOTES
23-15556-S300
0
D.WILKINSON B.REMEDIOS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
NOT TO SCALE
0 FOR CONSTRUCTION DJW SF NS 14.11.16
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 3:06 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-S300.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
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
300NEW PRECASTCULVERTS300
SECTIONA- 50SCALE 1 :
ET1
CONSTRUCTION JOINT
SJ SJ
SJ SJ
DEJ
DEJ
DEJ
ET1
DEJ
DEJ
DEJ
ET1
300 x 600 DEEP EDGE BEAM
300 x 600 DEEP EDGE BEAM
PLAN ON CULVERT 1 & 3 INSITU BASE SLABSCALE 1:50
200mm THICK APRON SLAB ON 50mmCONCRETE BLINDING ON 200mm MIN.THICK ENGINEERED FILL. PROVIDE SL81MESH TOP & BOTTOM
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
N16-200 TOP
N16-200 TOP
625
N16-
200 T
OP
N16-
150 B
OTTO
MET1
B-
NOTES:1. EXISTING DIMENSIONS TO BE CONFIRMED ON SITE
2. REFER CIVIL DRAWING C317 FOR GENERAL ARRANGEMENT.
3. CONCRETE GRADE TO BE N40
4. ALL REINFORCEMENT TO HAVE 50mm COVER U.N.O.
5. TOP SOIL & UNCONTROLLED FILL TO BE REMOVED. EXISTING FILL TO BEPROOF ROLLED AND REPLACEMENT FILL COMPACTED IN ACCORDANCEWITH THE TECHNICAL SPECIFICATIONS.
6. SITE PREPARATION SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.
7. FOR GENERAL STRUCTURAL NOTES REFER TO DRG. No. 23-15556-S300
8. FINAL LOCATION OF CONSTRUCTION JOINT TO BE AT OR NEARTHE MIDDLE OF THE BASE SLAB.
DESIGN LOADINGS FOR PRECASTCULVERTS:1. SELF WEIGHT
2. UP TO 2.0m OF FILL IN 0.2m STEPS
3. CONSTRUCTION LOADS AS PER AS 5100
4. TRAFFIC LOADS: W7, T44, HLP320, SM1600 AND HIGHER MASS LIMIT LOADINGS.
5. DYNAMIC LOAD ALLOWANCE AS PER AS5100.
6. DESIGN IN ACCORDANCE WITH AS1597.2 AND AS5100
C-
A-
DRILL & EPOXY GROUT 600 LONGR24 GALVANISED DOWELS 200mmINTO PRECAST APRON SLAB AT400crs. GREASE AND TAPEDOWELS IN INSITU CONCRETE
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
200mm THICK APRON SLAB ON 50mmCONCRETE BLINDING ON 200mm MIN.THICK ENGINEERED FILL. PROVIDE SL81MESH TOP & BOTTOM
DRILL & EPOXY GROUT 600 LONGR24 GALVANISED DOWELS 200mmINTO PRECAST APRON SLAB AT400crs. GREASE AND TAPEDOWELS IN INSITU CONCRETE
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
250 THICK BASE SLAB ON 0.2mmHIGH IMPACT RESISTANT VAPOURPROOF MEMBRANE ON 50mmCONCRETE BLINDING ON 200mmMIN. ENGINEERED FILL. PROVIDESL81 MESH BOTTOM LAID FIRST
250
N16-
150 B
OTTO
M
1200160016001200
N16-
150 B
OTTO
M
N16-
150 B
OTTO
M
400 400
450
250
250
N16-200 U-BARS 3-N16LONGITUDINAL BARS
10mm BACKING RODSIKASIL 728 SL ORAPPROVED EQUIVALENT
R24 GALVANISED DOWELS x 600LONG AT 240crs.
SECTIONB- 20SCALE 1 :
SECTIONC- 20SCALE 1 :
500 M
AX.
150
N20 GALVANISED DOWELSAT 200crs. DRILLED &EPOXY GROUTED 150mmINTO CULVERT
N12-200 HORIZ. BARS
INSITU CONCRETE HEAD WALL
CONSTRUCTION JOINT DETAIL
2-N16 TOP & BOTTOMN12-350 LIGS, 75 COVER
R24 GALVANISED DOWELS x 600LONG AT 400crs. GREASE ANDTAPE THIS END
250
150
TYPICAL JOINT TREATMENTAT TOP OF CROWN UNITS
15 GAP BETWEEN UNITS
BACKING ROD
INSTALL 250 WIDE 'BITUTHENE 5000', ORAPPROVED EQUIVALENT, HIGHSTRENGTH MULTI-LAMINATE TAPEALONG LENGTH OF CULVERT INSTALLEDIN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONSINCLUDING APPLICATION OF BITUTHENEPRIMER.
FILL GAP BETWEEN CROWN UNITSWITH NON-SHRINK CEMENTGROUT OR MORTAR - MINIMUM 28DAY COMPRESSIVE STRENGTH OF40 MPa
10mm JOINTEX
10mm BACKING RODSIKASIL 728 SL ORAPPROVEDEQUIVALENT
10
D.E.J.
10
DOWELLED EXPANSION JOINT(D.E.J.) DETAIL
200
600
INSITU CONCRETE APRON SLAB
TYPICAL EDGE THICKENING ET1
ET1ET1ET1
300
SAWN JOINT (SJ) DETAIL
6
⅓ D
D
SCALE 1:10
SCALE 1:10
FILL SAW CUT WITH SIKASIL 728 SLOR APPROVED EQUIVALENT
MEMBRANE200mm MIN. THICK ENGINEEREDFILL FOUNDED 100mm INTONATURAL GROUND ON 150 kPa MIN.SAFE BEARING PRESSURE
NEW PRECASTCULVERTS
REFER TYPICAL JOINT DETAIL ATTOP OF CROWN UNITS
PROVIDE NEW GUARDRAIL WITH MELT TERMINALS ASPER RMS DRAWING MD.R132.G01.B. FIX POSTS TOCROWN UNITS IN ACCORDANCE WITH RMS DRAWINGNo. MD.132.A04.A.1 SAFETY BARRIER ON BASE PLATE
MESH IN BOTTOM25CEMENT MORTARTYPICAL
25mm DEEP RECESS FORCULVERT UNITS - TYPICAL
50mm
CON
CRET
E BL
INDI
NG
250
CONSTRUCTION
LOCKHART SHIRE COUNCIL
LOCKHART FLOOD MITIGATION WORKS
YERONG - URANA STREET DRAIN - CULVERT 1
STRUCTURAL PLAN AND DETAILS
23-15556-S317
0
D.WILKINSON B.REMEDIOS
H.WARR S.FARRELL
N,SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION DJW SF NS 14.11.16
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 3:06 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-S317.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
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
0 200 800 1000mm600400
SCALE 1:20 AT ORIGINAL SIZE
300NEW PRECASTCULVERTS300
SECTIONA- 50SCALE 1 :
ET1
CONSTRUCTION JOINT
SJ SJ
SJ SJ
DEJ
DEJ
DEJ
ET1
DEJ
DEJ
DEJ
ET1
300 x 600 DEEP EDGE BEAM
300 x 600 DEEP EDGE BEAM
PLAN ON CULVERT 1 & 3 INSITU BASE SLABSCALE 1:50
200mm THICK APRON SLAB ON 50mmCONCRETE BLINDING ON 200mm MIN.THICK ENGINEERED FILL. PROVIDE SL81MESH TOP & BOTTOM
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
N16-200 TOP
N16-200 TOP
625
N16-
200 T
OP
N16-
150 B
OTTO
MET1
B-
NOTES:1. EXISTING DIMENSIONS TO BE CONFIRMED ON SITE
2. REFER CIVIL DRAWING C319 FOR GENERAL ARRANGEMENT.
3. CONCRETE GRADE TO BE N40
4. ALL REINFORCEMENT TO HAVE 50mm COVER U.N.O.
5. TOP SOIL & UNCONTROLLED FILL TO BE REMOVED. EXISTING FILL TO BEPROOF ROLLED AND REPLACEMENT FILL COMPACTED IN ACCORDANCEWITH THE TECHNICAL SPECIFICATIONS.
6. SITE PREPARATION SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.
7. FOR GENERAL STRUCTURAL NOTES REFER TO DRG. No. 23-15556-S300
8. FINAL LOCATION OF CONSTRUCTION JOINT TO BE AT OR NEARTHE MIDDLE OF THE BASE SLAB.
DESIGN LOADINGS FOR PRECASTCULVERTS:1. SELF WEIGHT
2. UP TO 2.0m OF FILL IN 0.2m STEPS
3. CONSTRUCTION LOADS AS PER AS 5100
4. TRAFFIC LOADS: W7, T44, HLP320, SM1600 AND HIGHER MASS LIMIT LOADINGS.
5. DYNAMIC LOAD ALLOWANCE AS PER AS5100.
6. DESIGN IN ACCORDANCE WITH AS1597.2 AND AS5100
C-
A-
DRILL & EPOXY GROUT 600 LONGR24 GALVANISED DOWELS 200mmINTO PRECAST APRON SLAB AT400crs. GREASE AND TAPEDOWELS IN INSITU CONCRETE
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
200mm THICK APRON SLAB ON 50mmCONCRETE BLINDING ON 200mm MIN.THICK ENGINEERED FILL. PROVIDE SL81MESH TOP & BOTTOM
DRILL & EPOXY GROUT 600 LONGR24 GALVANISED DOWELS 200mmINTO PRECAST APRON SLAB AT400crs. GREASE AND TAPEDOWELS IN INSITU CONCRETE
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
250 THICK BASE SLAB ON 0.2mmHIGH IMPACT RESISTANT VAPOURPROOF MEMBRANE ON 50mmCONCRETE BLINDING ON 200mmMIN. ENGINEERED FILL. PROVIDESL81 MESH BOTTOM LAID FIRST
250
N16-
150 B
OTTO
M
1200160016001200
N16-
150 B
OTTO
M
N16-
150 B
OTTO
M
1-
SECTIONC- 20SCALE 1 :
50 C
ONCR
ETE
BLIN
DING
CEMENT MORTARTYPICAL
25MESH IN BOTTOM
25mm DEEP RECESS FORCULVERT UNITS - TYPICAL
NEW PRECASTCULVERTS
25
100
NOMINAL 10mm MORTAR PAD
RCBC CROWN UNIT
PRECAST LINK SLAB
STEEL DOWELS AS PERMANUFACTURER'S RECOMMENDATIONS
DETAIL1- 20SCALE 1 :
MEMBRANE
200mm MIN. THICK ENGINEEREDFILL FOUNDED 100mm INTONATURAL GROUND ON 150 kPa MIN.SAFE BEARING PRESSURE
250
10mm JOINTEX
10mm BACKING RODSIKASIL 728 SL ORAPPROVEDEQUIVALENT
10
DOWELLED EXPANSION JOINT(D.E.J.) DETAIL
SAWN JOINT (SJ) DETAIL
6
⅓ D
D
SCALE 1:10
SCALE 1:10
FILL SAW CUT WITH SIKASIL 728 SLOR APPROVED EQUIVALENT
400 400
450
250
250
N16-200 U-BARS 3-N16LONGITUDINAL BARS
10mm BACKING RODSIKASIL 728 SL ORAPPROVED EQUIVALENT
R24 GALVANISED DOWELS x 600LONG AT 240crs.
SECTIONB- 20SCALE 1 :
500 M
AX.
150
N20 GALVANISED DOWELSAT 200crs. DRILLED &EPOXY GROUTED 150mmINTO CULVERT
N12-200 HORIZ. BARS
INSITU CONCRETE HEAD WALL
CONSTRUCTION JOINT DETAIL
2-N16 TOP & BOTTOMN12-350 LIGS, 75 COVER
R24 GALVANISED DOWELS x 600LONG AT 400crs. GREASE ANDTAPE THIS END
10
D.E.J. 200
600
INSITU CONCRETE APRON SLAB
TYPICAL EDGE THICKENING ET1
ET1ET1ET1
300
PROVIDE NEW GUARDRAIL WITH MELT TERMINALS ASPER RMS DRAWING MD.R132.G01.B. FIX POSTS TOCROWN UNITS IN ACCORDANCE WITH RMS DRAWINGNo. MD.132.A04.A.1 SAFETY BARRIER ON BASE PLATE
CONSTRUCTION
LOCKHART SHIRE COUNCIL
LOCKHART FLOOD MITIGATION WORKS
YERONG - URANA STREET DRAIN - CULVERT 3
STRUCTURAL PLAN AND DETAILS
23-15556-S319
0
D.WILKINSON B.REMEDIOS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION DJW SF NS 14.11.16
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 3:07 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-S319.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
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
0 200 800 1000mm600400
SCALE 1:20 AT ORIGINAL SIZE
DESIGN LOADINGS FOR PRECASTCULVERTS:1. SELF WEIGHT
2. UP TO 2.0m OF FILL IN 0.2m STEPS
3. CONSTRUCTION LOADS AS PER AS 5100
4. TRAFFIC LOADS: W7, T44, HLP320, SM1600 AND HIGHER MASS LIMIT LOADINGS.
5. DYNAMIC LOAD ALLOWANCE AS PER AS5100.
6. DESIGN IN ACCORDANCE WITH AS1597.2 AND AS5100
300 x 600 DEEP EDGE BEAM
SJDEJ
SJ DEJ
300 x 600 DEEP EDGE BEAM
SJDEJ
SJ DEJ
ET1
ET1
PLAN ON CULVERT 2 & 4 INSITU BASE SLABSCALE 1:50
200mm THICK APRON SLAB ON 50mmCONCRETE BLINDING ON 200mm MIN.THICK ENGINEERED FILL. PROVIDE SL81MESH TOP & BOTTOM
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
625
N16-
200 T
OP
N16-
150 B
OTTO
M
N16-200 TOP
DRILL & EPOXY GROUT 600 LONGR24 GALVANISED DOWELS 200mmINTO PRECAST APRON SLAB AT400crs. GREASE AND TAPEDOWELS IN INSITU CONCRETE
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
200mm THICK APRON SLAB ON 50mmCONCRETE BLINDING ON 200mm MIN.THICK ENGINEERED FILL. PROVIDE SL81MESH TOP & BOTTOM
DRILL & EPOXY GROUT 600 LONGR24 GALVANISED DOWELS 200mmINTO PRECAST APRON SLAB AT400crs. GREASE AND TAPEDOWELS IN INSITU CONCRETE
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
250 THICK BASE SLAB ON 0.2mmHIGH IMPACT RESISTANT VAPOURPROOF MEMBRANE ON 50mmCONCRETE BLINDING ON 200mmMIN. ENGINEERED FILL. PROVIDESL81 MESH BOTTOM LAID FIRST
B-
C-
A-
NOTES:1. EXISTING DIMENSIONS TO BE CONFIRMED ON SITE
2. REFER CIVIL DRAWINGS C318 AND C320 FOR GENERAL ARRANGEMENT.
3. CONCRETE GRADE TO BE N40
4. ALL REINFORCEMENT TO HAVE 50mm COVER U.N.O.
5. TOP SOIL & UNCONTROLLED FILL TO BE REMOVED. EXISTING FILL TO BEPROOF ROLLED AND REPLACEMENT FILL COMPACTED IN ACCORDANCEWITH THE TECHNICAL SPECIFICATIONS.
6. SITE PREPARATION SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.
7. FOR GENERAL STRUCTURAL NOTES REFER TO DRG. No. 23-15556-S300
N16-
150 B
OTTO
M
N16-
150 B
OTTO
M
N16-
150 B
OTTO
M
1200 1600 1600 1200
300NEW PRECASTCULVERTS300
SECTIONA- 50SCALE 1 :
250
1-
SECTIONC- 20SCALE 1 :
50 C
ONCR
ETE
BLIN
DING
CEMENT MORTARTYPICAL
25MESH IN BOTTOM
25mm DEEP RECESS FORCULVERT UNITS - TYPICAL
NEW PRECASTCULVERTS
25
100
NOMINAL 10mm MORTAR PAD
RCBC CROWN UNIT
PRECAST LINK SLAB
STEEL DOWELS AS PERMANUFACTURER'S RECOMMENDATIONS
DETAIL1- 20SCALE 1 :
MEMBRANE
200mm MIN. THICK ENGINEEREDFILL FOUNDED 100mm INTONATURAL GROUND ON 150 kPa MIN.SAFE BEARING PRESSURE
250
10mm JOINTEX
10mm BACKING RODSIKASIL 728 SL ORAPPROVEDEQUIVALENT
10
DOWELLED EXPANSION JOINT(D.E.J.) DETAIL
SAWN JOINT (SJ) DETAIL
6
⅓ D
D
SCALE 1:10
SCALE 1:10
FILL SAW CUT WITH SIKASIL 728 SLOR APPROVED EQUIVALENT
400 400
450
250
250
N16-200 U-BARS 3-N16LONGITUDINAL BARS
10mm BACKING RODSIKASIL 728 SL ORAPPROVED EQUIVALENT
R24 GALVANISED DOWELS x 600LONG AT 240crs.
SECTIONB- 20SCALE 1 :
500 M
AX.
150
N20 GALVANISED DOWELSAT 200crs. DRILLED &EPOXY GROUTED 150mmINTO CULVERT
N12-200 HORIZ. BARS
INSITU CONCRETE HEAD WALL
CONSTRUCTION JOINT DETAIL
2-N16 TOP & BOTTOMN12-350 LIGS, 75 COVER
R24 GALVANISED DOWELS x 600LONG AT 400crs. GREASE ANDTAPE THIS END
10
D.E.J. 200
600
INSITU CONCRETE APRON SLAB
TYPICAL EDGE THICKENING ET1
ET1ET1ET1
300
PROVIDE NEW GUARDRAIL WITH MELT TERMINALS ASPER RMS DRAWING MD.R132.G01.B. FIX POSTS TOCROWN UNITS IN ACCORDANCE WITH RMS DRAWINGNo. MD.132.A04.A.1 SAFETY BARRIER ON BASE PLATE
CONSTRUCTION
LOCKHART SHIRE COUNCIL
LOCKHART FLOOD MITIGATION WORKS
YERONG - URANA STREET DRAIN - CULVERT 2 & 4
STRUCTURAL PLAN AND DETAILS
23-15556-S320
0
D.WILKINSON B.REMEDIOS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION DJW SF NS 14.11.16
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 3:07 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-S320.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
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
0 200 800 1000mm600400
SCALE 1:20 AT ORIGINAL SIZE
NOTES:1. EXISTING DIMENSIONS TO BE CONFIRMED ON SITE
2. REFER CIVIL DRAWING C321 FOR GENERAL ARRANGEMENT.
3. CONCRETE GRADE TO BE N40
4. ALL REINFORCEMENT TO HAVE 50mm COVER U.N.O.
5. TOP SOIL & UNCONTROLLED FILL TO BE REMOVED. EXISTING FILL TO BE PROOF ROLLED AND REPLACEMENT FILL COMPACTED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.
6. SITE PREPARATION SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.
7. FOR GENERAL STRUCTURAL NOTES REFER TO DRG. No. 23-15556-S300
8. FINAL LOCATION OF CONSTRUCTION JOINT TO BE AT OR NEARTHE MIDDLE OF THE BASE SLAB.
DESIGN LOADINGS FOR PRECASTCULVERTS:1. SELF WEIGHT
2. UP TO 2.0m OF FILL IN 0.2m STEPS
3. CONSTRUCTION LOADS AS PER AS 5100
4. TRAFFIC LOADS: W7, T44, HLP320, SM1600 AND HIGHER MASS LIMIT LOADINGS.
5. DYNAMIC LOAD ALLOWANCE AS PER AS5100.
6. DESIGN IN ACCORDANCE WITH AS1597.2 AND AS5100
PLAN ON CULVERT 5 INSITU BASE SLABSCALE 1:50
ET1
CONSTRUCTION JOINTSJ SJ
SJ SJ
DEJ
DEJ
DEJ
ET1
DEJ
DEJ
DEJET1
300 x 600 DEEP EDGE BEAM
300 x 600 DEEP EDGE BEAM
200mm THICK APRON SLAB ON 50mmCONCRETE BLINDING ON 200mm MIN.THICK ENGINEERED FILL. PROVIDE SL81MESH TOP & BOTTOM
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
N16-200 TOP
N16-200 TOP
625
N16-
200 T
OP
N16-
150 B
OTTO
MET1
B-
C-
A-
DRILL & EPOXY GROUT 600 LONGR24 GALVANISED DOWELS 200mmINTO PRECAST APRON SLAB AT400crs. GREASE AND TAPEDOWELS IN INSITU CONCRETE
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
200mm THICK APRON SLAB ON 50mmCONCRETE BLINDING ON 200mm MIN.THICK ENGINEERED FILL. PROVIDE SL81MESH TOP & BOTTOM
DRILL & EPOXY GROUT 600 LONGR24 GALVANISED DOWELS 200mmINTO PRECAST APRON SLAB AT400crs. GREASE AND TAPEDOWELS IN INSITU CONCRETE
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
250 THICK BASE SLAB ON 0.2mmHIGH IMPACT RESISTANT VAPOURPROOF MEMBRANE ON 50mmCONCRETE BLINDING ON 200mmMIN. ENGINEERED FILL. PROVIDESL81 MESH BOTTOM LAID FIRST
N16-
150 B
OTTO
M
N16-
150 B
OTTO
M
N16-
150 B
OTTO
M
300NEW PRECASTCULVERTS300
SECTIONA- 50SCALE 1 :
250
1-
1200 1600 1600 1200
SECTIONC- 20SCALE 1 :
50 C
ONCR
ETE
BLIN
DING
CEMENT MORTARTYPICAL
25MESH IN BOTTOM
25mm DEEP RECESS FORCULVERT UNITS - TYPICAL
NEW PRECASTCULVERTS
25
100
NOMINAL 10mm MORTAR PAD
RCBC CROWN UNIT
PRECAST LINK SLAB
STEEL DOWELS AS PERMANUFACTURER'S RECOMMENDATIONS
DETAIL1- 20SCALE 1 :
MEMBRANE
200mm MIN. THICK ENGINEEREDFILL FOUNDED 100mm INTONATURAL GROUND ON 150 kPa MIN.SAFE BEARING PRESSURE
250
10mm JOINTEX
10mm BACKING RODSIKASIL 728 SL ORAPPROVEDEQUIVALENT
10
DOWELLED EXPANSION JOINT(D.E.J.) DETAIL
SAWN JOINT (SJ) DETAIL
6
⅓ D
D
SCALE 1:10
SCALE 1:10
FILL SAW CUT WITH SIKASIL 728 SLOR APPROVED EQUIVALENT
400 400
450
250
250
N16-200 U-BARS 3-N16LONGITUDINAL BARS
10mm BACKING RODSIKASIL 728 SL ORAPPROVED EQUIVALENT
R24 GALVANISED DOWELS x 600LONG AT 240crs.
SECTIONB- 20SCALE 1 :
500 M
AX.
150
N20 GALVANISED DOWELSAT 200crs. DRILLED &EPOXY GROUTED 150mmINTO CULVERT
N12-200 HORIZ. BARS
INSITU CONCRETE HEAD WALL
CONSTRUCTION JOINT DETAIL
2-N16 TOP & BOTTOMN12-350 LIGS, 75 COVER
R24 GALVANISED DOWELS x 600LONG AT 400crs. GREASE ANDTAPE THIS END
10
D.E.J. 200
600
INSITU CONCRETE APRON SLAB
TYPICAL EDGE THICKENING ET1
ET1ET1ET1
300
PROVIDE NEW GUARDRAIL WITH MELT TERMINALS ASPER RMS DRAWING MD.R132.G01.B. FIX POSTS TOCROWN UNITS IN ACCORDANCE WITH RMS DRAWINGNo. MD.132.A04.A.1 SAFETY BARRIER ON BASE PLATE
CONSTRUCTION
LOCKHART SHIRE COUNCIL
LOCKHART FLOOD MITIGATION WORKS
YERONG - URANA STREET DRAIN - CULVERT 5
STRUCTURAL PLAN AND DETAILS
23-15556-S321
0
D.WILKINSON B.REMEDIOS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION DJW SF NS 14.11.16
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 3:08 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-S321.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
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
0 200 800 1000mm600400
SCALE 1:20 AT ORIGINAL SIZE
ET1
CONSTRUCTION JOINT
SJ SJ
SJ SJ
DEJ
DEJ
DEJ
ET1
DEJ
DEJ
DEJ
ET1
300 x 600 DEEP EDGE BEAM
300 x 600 DEEP EDGE BEAM
PLAN ON CULVERT 6 INSITU BASE SLABSCALE 1:50
200mm THICK APRON SLAB ON 50mmCONCRETE BLINDING ON 200mm MIN.THICK ENGINEERED FILL. PROVIDE SL81MESH TOP & BOTTOM
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
N16-200 TOP
N16-200 TOP
625
N16-
200 T
OP
N16-
150 B
OTTO
M
ET1
B-
NOTES:1. EXISTING DIMENSIONS TO BE CONFIRMED ON SITE
2. REFER CIVIL DRAWING C322 FOR GENERAL ARRANGEMENT.3. CONCRETE GRADE TO BE N40
4. ALL REINFORCEMENT TO HAVE 50mm COVER U.N.O.
5. TOP SOIL & UNCONTROLLED FILL TO BE REMOVED. EXISTING FILL TO BE PROOF ROLLED AND REPLACEMENT FILL COMPACTED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.
6. SITE PREPARATION SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.
7. FOR GENERAL STRUCTURAL NOTES REFER TO DRG. No. 23-15556-S300
8. FINAL LOCATION OF CONSTRUCTION JOINT TO BE AT OR NEARTHE MIDDLE OF THE BASE SLAB.
DESIGN LOADINGS FOR PRECASTCULVERTS:1. SELF WEIGHT
2. UP TO 2.0m OF FILL IN 0.2m STEPS
3. CONSTRUCTION LOADS AS PER AS 5100
4. TRAFFIC LOADS: W7, T44, HLP320, SM1600 AND HIGHER MASS LIMIT LOADINGS.
5. DYNAMIC LOAD ALLOWANCE AS PER AS5100.
6. DESIGN IN ACCORDANCE WITH AS1597.2 AND AS5100
C-
A-
DRILL & EPOXY GROUT 600 LONGR24 GALVANISED DOWELS 200mmINTO PRECAST APRON SLAB AT400crs. GREASE AND TAPEDOWELS IN INSITU CONCRETE
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
200mm THICK APRON SLAB ON 50mmCONCRETE BLINDING ON 200mm MIN.THICK ENGINEERED FILL. PROVIDE SL81MESH TOP & BOTTOM
DRILL & EPOXY GROUT 600 LONGR24 GALVANISED DOWELS 200mmINTO PRECAST APRON SLAB AT400crs. GREASE AND TAPEDOWELS IN INSITU CONCRETE
PRECAST WINGWALL, APRON SLAB& EDGE BEAM
250 THICK BASE SLAB ON 0.2mmHIGH IMPACT RESISTANT VAPOURPROOF MEMBRANE ON 50mmCONCRETE BLINDING ON 200mmMIN. ENGINEERED FILL. PROVIDESL81 MESH BOTTOM LAID FIRST
7200
4800
℄ CU
LVER
TS
℄ BRETTON STREET
N16-
150 B
OTTO
M
N16-
150 B
OTTO
M
N16-
150 B
OTTO
M
300NEW PRECASTCULVERTS300
SECTIONA- 50SCALE 1 :
250
1-
1200 1600 1600 1200
SECTIONC- 20SCALE 1 :
50 C
ONCR
ETE
BLIN
DING
CEMENT MORTARTYPICAL
25MESH IN BOTTOM
25mm DEEP RECESS FORCULVERT UNITS - TYPICAL
NEW PRECASTCULVERTS
25
100
NOMINAL 10mm MORTAR PAD
RCBC CROWN UNIT
PRECAST LINK SLAB
STEEL DOWELS AS PERMANUFACTURER'S RECOMMENDATIONS
DETAIL1- 20SCALE 1 :
MEMBRANE
200mm MIN. THICK ENGINEEREDFILL FOUNDED 100mm INTONATURAL GROUND ON 150 kPa MIN.SAFE BEARING PRESSURE
250
10mm JOINTEX
10mm BACKING RODSIKASIL 728 SL ORAPPROVEDEQUIVALENT
10
DOWELLED EXPANSION JOINT(D.E.J.) DETAIL
SAWN JOINT (SJ) DETAIL
6
⅓ D
D
SCALE 1:10
SCALE 1:10
FILL SAW CUT WITH SIKASIL 728 SLOR APPROVED EQUIVALENT
400 400
450
250
250
N16-200 U-BARS 3-N16LONGITUDINAL BARS
10mm BACKING RODSIKASIL 728 SL ORAPPROVED EQUIVALENT
R24 GALVANISED DOWELS x 600LONG AT 240crs.
SECTIONB- 20SCALE 1 :
500 M
AX.
150
N20 GALVANISED DOWELSAT 200crs. DRILLED &EPOXY GROUTED 150mmINTO CULVERT
N12-200 HORIZ. BARS
INSITU CONCRETE HEAD WALL
CONSTRUCTION JOINT DETAIL
2-N16 TOP & BOTTOMN12-350 LIGS, 75 COVER
R24 GALVANISED DOWELS x 600LONG AT 400crs. GREASE ANDTAPE THIS END
10
D.E.J. 200
600
INSITU CONCRETE APRON SLAB
TYPICAL EDGE THICKENING ET1
ET1ET1ET1
300
PROVIDE NEW GUARDRAIL WITH MELT TERMINALS ASPER RMS DRAWING MD.R132.G01.B. FIX POSTS TOCROWN UNITS IN ACCORDANCE WITH RMS DRAWINGNo. MD.132.A04.A.1 SAFETY BARRIER ON BASE PLATE
CONSTRUCTION
LOCKHART SHIRE COUNCIL
LOCKHART FLOOD MITIGATION WORKS
YERONG - URANA STREET DRAIN - CULVERT 6
STRUCTURAL PLAN AND DETAILS
23-15556-S322
0
D.WILKINSON B.REMEDIOS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION DJW SF NS 14.11.16
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 3:08 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-S322.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
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
0 200 800 1000mm600400
SCALE 1:20 AT ORIGINAL SIZE
3400
3400
LENGTH VARIES (12000 MAX.)
PLAN ON PRECAST CONCRETE BRIDGE
ELEVATION ON PRECAST CONCRETE BRIDGE
SCALE 1:50
SCALE 1:50
ABUTMENT A ABUTMENT B
3000
MIN
. BOR
ED P
IERS
2000
MIN
. BOR
ED P
IERS
A-
BRIDGE TO BE WAEGER PRECAST CONCRETE OR APPROVED EQUIVALENT
2 BORED PIERS TOEACH ABUTMENT
DRAINAGE CHANNEL-REFER CIVIL DRAWINGS
PROPRIETARY PRECAST CONCRETE BRIDGE
B-
B-
300x300x13 60 IRHD GRANOR BEARING PADUNDER BRIDGE - TYPICAL
BEARING PAD UNDER
BEARING PAD UNDER
BEARING PAD UNDERBRIDGE FIXING BRACKETSAT ABUTMENT A ONLY
BRIDGE FIXING BRACKET
NOTES:1. REFER TO CIVIL DRAWINGS FOR GENERAL ARRANGEMENTS
2. ABUTMENT FOOTING IS DESIGNED FOR:-2.1 PRECAST BRIDGE = 20 t MAX.2.2 GVM = 15 t MAX.2.3 MAX. AXLE LOAD = 10 t
3. ALL PROPRIETRY PRODUCTS TO BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
4. ALL CONCRETE TO BE GRADE N40
ABUTMENT A ABUTMENT B
PRIV
ATE
PROP
ERTY
SID
E
ROAD
SID
E
3000 PRECAST BRIDGE
PROPRIETARY PRECAST BRIDGE
SECTIONA- 20SCALE 1 :
TYPICAL BORED PIER DETAIL
1000
MIN
. SOC
KET
INTO
STI
FFTO
VER
Y ST
IFF
CLAY
- 75
0kPa
SAFE
BEA
RING
PRE
SSUR
E
D-
SECTIONC- 20SCALE 1 :
SECTIOND- 20SCALE 1 :
SECTIONB- 20SCALE 1 :
250 PFC BRIDGE FIXING BRACKETBOLTED TO ABUTMENT - 2-M16CHEMICAL ANCHORS - HILTI HIT-RE 500
1-M20 GALVANISED BOLT SLEEVEDTHROUGH PRECAST BRIDGE BEAMAND FIXING BRACKET
BEARING PAD
BEARING PAD
150150
800
400
400
800
6-N20 MAIN BARSR10-300 LIGS
E-
N12-200 EACH WAY
ABUTMENT REINFORCEMENT:-5-N20 TOP & BOT.R10-300 LIGS. IN PAIRS
20 GAP20 GAP
SECTIONE- 20SCALE 1 :
Ø600
STEEL HANDRAILS ALONG THEBRIDGE BY PRECAST BRIDGEDESIGNER
HERCULES HN/40NEOFERMA SEALTYPICAL
HERCULES HN/40NEOFERMA SEALTYPICAL
THIS SECTION OF WALLCAN BE POUREDSEPARATELY ASREQUIRED
150 WIDE x 150 HIGH KERB
150 WIDE x 150 HIGH KERB
PROVIDE WEEP HOLES AS REQUIRED
CONSTRUCTION
LOCKHART SHIRE COUNCIL
LOCKHART FLOOD MITIGATION WORKS
YERONG - URANA ST DRAIN
DRIVEWAY BRIDGE STRUCTURAL DETAILS
23-15556-S323
0
D.WILKINSON B.REMEDIOS
H.WARR S.FARRELL
N.SZYMANSKI
14.11.16
AS SHOWN
0 FOR CONSTRUCTION DJW SF NS 14.11.16
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
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:14 November 2016 - 3:08 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-S323.dwg
Plotted by:
Sammy Jung
(Project Director)
Approved
Job
Manager
Project
Director
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
0 200 800 1000mm600400
SCALE 1:20 AT ORIGINAL SIZE