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20220089 21 Jirrima Cr Plans
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Log in to see the plans as drawnPROPOSED SUBDIVISION 21 JIRRIMA CRESCENT COOROIBAH, QLD 4565 CIVIL WORKS GENERAL NOTES 1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. 2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY SETOUT THE WORKS. 3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. 4. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUBJECT SITE SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO LOCATE AND PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. 5. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS. 6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL. LOCALITY PLAN 8. ALL WORKS ARE TO BE UNDERTAKEN IN ACCORDANCE WITH ALL RELEVANT WORKPLACE HEALTH AND SAFETY REQUIREMENTS. NOT TO SCALE 9. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED. 10. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT APPROVALS. 11. DRAWINGS TO BE READ IN CONJUNCTION WITH THE FOLLOWING CONSULTANTS/CONTRACTORS DRAWINGS: DRAWING SCHEDULE SURVEYOR: MAX WATTERSON AND ASSOCIATES DRAWING ARCHITECT: TBA DRAWING TITLE REVISION NUMBER HYDRAULICS: TBA C01 COVER SHEET AND LOCALITY PLAN 2 STRUCTURAL: TBA C30 PROPOSED DRIVEWAY CROSSOVER 2 LANDSCAPE: TBA LAYOUT AND DETAILS 12. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY: ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS C31 DRIVEWAY LONGSECTION 2 WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS ASSOCIATED WITH IMPLEMENTATION OF THE TMP. C32 DRIVEWAY CROSS SECTIONS 2 13. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY APPROVALS RECEIVED FOR THE PROJECT 14. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH OPW C33 STORMWATER LONGSECTION 2 APPROVALS BY COUNCIL FOR THIS PROJECT. 15. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS. SCALE: CLIENT: APPROVED BY: PROJECT NAME: PROPOSED SUBDIVISION AT 21 JIRRIMA CRESCENT 1:1 TITLE: STATUS: COVER SHEET AND RFI RESPONSE © ABN 89 647 469 707 IAN & JANIS ROWE BEN PARRY LOCALITY PLAN 2 15/05/23 RFI UPDATE BP BP 37 MARY ST SCALE 1:1 RPEQ: 28084 1 04/04/22 'RFI RESPONSE' ISSUE JAC BRP BRP 10 20 30 40 10 100mm NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: REV: +61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP SHEET DATE: 15/05/23 SIZE: RECORCONSULTING.COM REVISIONS C01 20220089 A1 2
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Page 2
PROPO
SE
PROVID D CULVERT C
E R
INLET A ROCK ENERG OSSINGS.
ND OUT Y DISS
LETS IPATOR
AT
LOT 47
RP1364
61
.5M
. 0M
283
280
.0M
EA
BATTER
ACCESSEMENT FOR
260
S
1V:2H A INCREASE TO S AND
0M
220.0M
GRAVE
L SECT
T CROS
SING SERVC
ES
240.
INDICA ION
TIVE O
M
LOCAT N L
ION AN Y.
200.0
TO BE D EXTE A/1 SEALED
M
CO NT B/1 ROADB
ONSITE NFIRMED ADJAC A
180.0
ENT DW SE TO EXTE
A/2 E ND 50m
M
150m A
PPROX LLINGS BEYON
160.0
B/2 SINGLE . LENG D
COAT 1 T H FROM
M
0mm PR CROSS
140.0
IME AN OVER
D SEAL
M
2
120.0
LOT 46
M
125MM
100.0
N3
RP1364
61 OVER C 2 CONCRETE
ROSSIN
80.0M
G
DRIVEW
60.0M
A
OVER A Y CROSS
S PER
EXISTIN STD DW NS
G RS-0 C
40.0M
G GRAV
100mm E 56
ROADB L FORMATION
300mm AS TO BE
BALLAS E
M
RETAIN
20.0
T SUBB ED
ASE ON
GEOFA
BRIC
0.0M
1
LOT 46
RP1364
61
LEGEND
NOTE:
SPRAY SEAL EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN
DRAWINGS, ALL IN-GROUND SERVICES WITHIN THE PROPERTY
BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER
EXISTING GRAVEL ROADBASE DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL AND
COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED
FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO
CONCRETE ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN
ACCORDANCE WITH RELEVANT SERVICE PROVIDER
SPECIFICATIONS AND STANDARD DETAILS
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
PROPOSED SUBDIVISION AT 21 JIRRIMA CRESCENT
1:500 TITLE: STATUS:
PROPOSED DRIVEWAY RFI RESPONSE
© ABN 89 647 469 707 IAN & JANIS ROWE BEN PARRY CROSSOVER LAYOUT
2 15/05/23 RFI UPDATE BP BP SCALE 1:500
RPEQ: 28084
37 MARY ST
NOOSAVILLE, QLD 4566
1 05/04/22 'RFI RESPONSE' ISSUE JAC BRP NW
10 30 50M
CPEng NER
AND DETAILS
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
DATE: 15/05/23 SIZE:
RECORCONSULTING.COM REVISIONS C30 20220089 A1 2
Page 3
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Page 4
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
OFFSET
OFFSET
OFFSET
OFFSET
37 MARY ST
+61 7 5211 1003
DATUM RL 6.700
DATUM RL 5.900
DATUM RL 5.300
DATUM RL 4.800
© ABN 89 647 469 707
NOOSAVILLE, QLD 4566
FINISHED SURFACE
FINISHED SURFACE
FINISHED SURFACE
FINISHED SURFACE
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
RECORCONSULTING.COM
-3.100 9.198 -3.019 8.366 -3.100 7.792 -3.100 7.267
-2.100 9.190 9.130 LBAT -2.019 8.341 8.341 LBAT -2.100 7.752 7.660 LBAT -2.100 7.243 7.214 LBAT
-2.000 9.188 9.155 LEB -2.000 8.340 8.345 LEB -2.000 7.750 7.685 LEB -2.000 7.244 7.239 LEB
0%
0%
0%
0%
0.000 9.150 9.155 DWAY 0.000 8.317 8.345 DWAY 0.000 7.699 7.685 DWAY 0.000 7.233 7.239 DWAY
1
2
CH 0.000
0%
0%
0%
0%
CH 60.000
CH 40.000
CH 20.000
REV
2.000 9.109 9.155 REB 2.000 8.281 8.345 REB 2.000 7.695 7.685 REB 2.000 7.236 7.239 REB
2.199 9.106 9.106 RBAT 2.259 8.281 8.281 RBAT 2.100 7.690 7.660 RBAT 2.011 7.236 7.236 RBAT
DATE
05/04/22
15/05/23
3.199 9.081 3.259 8.265 3.100 7.657 3.011 7.200
RFI UPDATE
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
OFFSET
OFFSET
OFFSET
OFFSET
'RFI RESPONSE' ISSUE
REVISIONS
DESCRIPTION
DATUM RL 4.400
DATUM RL 4.200
DATUM RL 3.900
DATUM RL 3.700
FINISHED SURFACE
FINISHED SURFACE
FINISHED SURFACE
FINISHED SURFACE
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
-3.100 6.829 -3.100 6.609 -3.202 6.300 -3.160 6.082
-2.100 6.838 6.782 LBAT -2.100 6.597 6.550 LBAT -2.202 6.292 6.292 LBAT -2.160 6.071 6.071 LBAT
BP
JAC
DWN
-2.000 6.836 6.807 LEB -2.000 6.594 6.575 LEB -2.000 6.288 6.343 LEB -2.000 6.071 6.111 LEB
0%
0%
0%
0%
0.000 6.790 6.807 DWAY 0.000 6.539 6.575 DWAY 0.000 6.287 6.343 DWAY 0.000 6.081 6.111 DWAY
BRP
CHK
0%
0%
0%
0%
CH 80.000
CH 120.000
CH 140.000
CH 100.000
BP
NW
APP
2.000 6.809 6.807 REB 2.000 6.548 6.575 REB 2.000 6.320 6.343 REB 2.000 6.089 6.111 REB
2.100 6.806 6.782 RBAT 2.109 6.548 6.548 RBAT 2.081 6.323 6.323 RBAT 2.093 6.087 6.087 RBAT
3.100 6.774 3.109 6.535 3.081 6.331 3.093 6.068
SCALE:
1
SCALE 1:100
2
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
OFFSET
OFFSET
OFFSET
OFFSET
DATUM RL 3.500
DATUM RL 3.200
DATUM RL 2.500
DATUM RL 1.400
5
1:100
FINISHED SURFACE
FINISHED SURFACE
FINISHED SURFACE
FINISHED SURFACE
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
-4.243 4.024
-3.460 4.815
-3.055 5.897 -3.034 5.583 -3.243 3.878 4.048 LBAT
1 in
-2.460 4.858 4.858 LBAT
2-
-2.055 5.865 5.865 LBAT -2.034 5.574 5.574 LBAT -2.000 3.764 4.670 LEB
-2.000 4.873 4.973 LEB
-2.000 5.863 5.878 LEB -2.000 5.575 5.583 LEB
0%
0%
0%
0%
0.000 5.851 5.878 DWAY 0.000 5.585 5.583 DWAY 0.000 4.975 4.973 DWAY 0.000 3.710 4.670 DWAY
10M
0%
0%
0%
0%
CH 200.000
CH 160.000
CH 180.000
CH 220.000
2.000 5.925 5.878 REB 2.000 5.611 5.583 REB 2.000 5.054 4.973 REB 2.000 3.774 4.670 REB
CLIENT:
2.100 5.929 5.853 RBAT 2.100 5.613 5.558 RBAT 2.100 5.056 4.948 RBAT
1 in
-2
3.100 5.905 3.100 5.618 3.100 5.083 3.733 3.788 3.803 RBAT
4.733 3.800
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
OFFSET
OFFSET
OFFSET
OFFSET
DATUM RL 1.000
DATUM RL 2.000
DATUM RL 2.600
DATUM RL 2.700
FINISHED SURFACE
FINISHED SURFACE
FINISHED SURFACE
FINISHED SURFACE
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
IAN & JANIS ROWE
-4.140 4.552
-3.000 3.706 -3.100 5.107 -3.100 5.150
-3.140 4.517 4.517 LBAT
-2.100 5.089 5.029 LBAT -2.100 5.147 5.061 LBAT
1 in -4
-2.000 3.663 4.670 LEB -2.000 4.486 4.801 LEB
-2.000 5.087 5.054 LEB -2.000 5.141 5.086 LEB
0%
0%
0%
0%
0.000 3.595 4.670 DWAY 0.000 4.413 4.801 DWAY 0.000 5.049 5.054 DWAY 0.000 5.087 5.086 DWAY
0%
0%
0%
0%
CH 283.513
CH 240.000
CH 280.000
CH 260.000
APPROVED BY:
2.000 3.417 4.670 REB 2.000 4.393 4.801 REB 2.000 5.015 5.054 REB 2.000 5.066 5.086 REB
3.000 3.367 2.171 5.012 5.012 RBAT 2.070 5.069 5.069 RBAT
1 in -4
3.695 4.378 4.378 RBAT 3.171 4.959 3.070 5.048
CPEng NER
BEN PARRY
RPEQ: 28084
4.695 4.372
DATE: 15/05/23
TITLE:
C32
PROJECT NAME:
DRAWING NUMBER:
DRIVEWAY
CROSS SECTIONS
STATUS:
20220089
PROJECT NUMBER:
RFI RESPONSE
PROPOSED SUBDIVISION AT 21 JIRRIMA CRESCENT
A1
SIZE:
SHEET
2
REV:
Page 5
A/2 A/1 B/2 B/1
2100 1% AEP FLOOD DEPTH
DATUM RL -11.00 -11.00
COVER (& NATURAL SURFACE) LEVEL 4.35 (3.60) 4.20 (3.49) 3.97 (3.82) 3.61 (3.65)
DEPTH TO INVERT 0.75 0.75 0.32 0.11
HYDRAULIC GRADE LINE 4.86 4.78 4.27 4.87 4.65 4.27
INVERT LEVEL 3.60 3.45 3.65 3.50
PIPE CHAINAGE 0.00 5.42 0.00 6.23
PIPE LENGTH L=5.42 L=6.23
PIPE SIZE (mm) (2x)1500x750 (2x)1500x750
PIPE GRADE (%) 2.77% 2.41%
PIPE GRADE (1 in) 1 in 36.1 1 in 41.5
PIPE COVER MINIMUM Cover=-0.81
PIPE CLASS Class=BC Class=BC
PIPE ROUGHNESS n=0.013 n=0.013
Vcap - CAPACITY VELOCITY (m/s)
Vc - CRITICAL DEPTH VELOCITY (m/s)
Vn - NORMAL DEPTH VELOCITY (m/s)
Vf - FULL PIPE VELOCITY (m/s) Vf=1.94 Vf=1.62
Qcap - CAPACITY FLOW (L/s)
Q - PIPE FLOW (L/s) Q=3261 Q=2720
Qi - PIT INFLOW (L/s) & CHOKE (%)
Ku (& Kw) - PIT LOSS FACTORS
PIT TYPE HW IN auto HW OUT auto HW IN auto HW OUT auto
499965.20E 499967.11E 499978.88E 499977.51E
PIT SETOUT 7085459.90N 7085464.97N 7085456.61N 7085463.39N
3.60Z 3.45Z 3.65Z 3.50Z
ROAD NAME &
ROAD CHAINAGE & OFFSET
LINE A LINE B
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
PROPOSED SUBDIVISION AT 21 JIRRIMA CRESCENT
H 1:500 V 1:100 TITLE: STATUS:
STORMWATER RFI RESPONSE
© ABN 89 647 469 707 IAN & JANIS ROWE BEN PARRY LONGSECTIONS
2 15/05/23 RFI UPDATE BP BP SCALE 1:500
37 MARY ST 10 30 50M RPEQ: 28084
1 05/04/22 'RFI RESPONSE' ISSUE JAC BRP NW
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: REV:
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP SHEET
DATE: 15/05/23 SIZE:
RECORCONSULTING.COM REVISIONS C33 20220089 A1 2