Original source · versioned page text
3001-Set-ifa
REFERENCE POINT LOCATION FOR
DRAINAGE STRUCTURES
1/EX1
2/1
2/EX1
1/2
4/EX1
1/3
2/EX3
5/EX1
STRUCTURE STRUCTURE HORIZONTAL CONTROL VERTICAL CONTROL
NAME TYPE (REFERENCE POINT LOCATION) (REFERENCE LEVEL)
MANHOLE
MANHOLE
MANHOLE
EXISTING MANHOLE
EXISTING MANHOLE
2400mm DIA
2400mm DIA
2400mm DIA
NSC STD CATCHPIT
REFER STD DRG 9223A
NSC STD CATCHPIT
REFER STD DRG 9223A
OVER 2400mm DIA MANHOLE
FIELD INLET
600x900 VEE-GRATE
CL MAIN SHAFT
MANHOLE FINISHED
STRUCTURE SURFACE LEVEL
DESCRIPTION
NOTES:
1. REFER TO IPWEA STD DRG DS-010 TO DS-017 FOR ACCESS CHAMBER DETAILS.
2. REFER TO IPWEA STD DRG DS-030 TO DS-031 FOR BEDDING BACKFILL AND
EXCAVATION DETAILS.
3. REFER TO IPWEA STD DRG DS-050 FOR FIELD INLET DETAILS.
4. REFER TO IPWEA STD DRG DS-061 TO DS-063 FOR KERB INLET LIP IN LINE
GULLY DETAILS.
5. IPWEA STD LIP IN LINE GULLIES MUST BE PROVIDED WITH GRATED INLETS, MAX
Q MANNING OR SCC APPROVED EQUIVALENT FOR BICYCLE AND PEDESTRIAN
EXISTING Ø100 WATER MAIN (TO REMAIN)
SAFETY.
EXISTING ELECTRICAL 6. REFER TO IPWEA STD DRG DS-082 FOR CULVERT INLET SCREEN DETAILS.
CONDUITS 7. REFER TO DEPARTMENT OF TRANSPORT AND MAIN ROADS STD DRGS 1179,
1303, 1304, 1305 AND 1306 FOR APRONS HEADWALLS AND WINGWALL DETAILS.
8. HEADWALLS TO STORMWATER OUTLETS CAN BE PRE-CAST OR CAST INSITU OR
PRE-CAST SUBJECT TO SCC APPROVAL.
9. CONSTRUCTION OF RCBC'S , RCBC HEADWALLS APRONS AND WINGWALLS TO
BE IN ACCORDANCE WITH DEPARTMENT OF TRANSPORT AND MAIN ROADS STD
DRGS 1316 TO 1320 AND 1359
EXISTING COMMUNICATIONS
CONDUITS (TO BE RELOCATED)
PIPE SIZE (mm) 1800 1800 450 375 450
PIPE CLASS 3 3 3 3 3
PIPE GRADE (%) 0.29% 0.27% 0.50% 1.77% 4.56%
PIPE SLOPE (1 in X) 344.89 363.64 200.00 56.44 21.93
DATUM RL 15.0 15.0 15.0
1.500
1.735
2.462
2.138
3.864
3.736
3.756
4.511
4.531
3.925
3.945
1.073
1.275
3.609
DEPTH TO INVERT
30.308
30.250
29.523
28.503
26.777
27.392
27.372
27.229
27.209
27.175
27.155
29.333
29.280
26.946
INVERT LEVEL
OF DRAIN
31.808
31.985
30.641
31.128
31.740
31.100
30.406
30.555
DESIGN SURFACE
LEVEL
N 9800.821
N 9863.049
N 9890.998
E 5105.240
N 9880.459
E 5104.890
N 9890.998
E 5129.585
N 9912.718
E 5126.311
N 9912.713
E 5104.252
N 9916.444
E 5125.917
E 5126.038
E 5104.890
SETOUT
COORDINATES
0.000
3.274
25.646
10.388
59.809
72.141
0.000
10.545
CHAINAGE 49.422 12.332 10.545 3.274 22.372
LINE 1 2 3
FILE: 3001-127.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-DRAIN
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB CB SD SP 02.02.18
FOR APPROVAL 0 10 20 30 40 50 60 70 80
Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH STORMWATER DRAINAGE
A CB CB SP SP 16.04.19 AMENDMENTS PER COUNCIL RFI Birtinya QLD Australia 4575
A
M B CB CB SP SP 07.11.19 ISSUED FOR CONSTRUCTION NOT FOR CONSTRUCTION SCALE 1:1000 (A1) SCALE 1:2000 (A3)
Telephone 07 5314 2520
Facsimile 07 5314 2522
EXTERNAL MAJOR WORKS LONG SECTION - PROPOSED
E
C CB DC SP SP 21.09.20 ISSUED FOR APPROVAL HORIZONTAL
N
D
M D
APPROVED
0 1 2 3 4 5 6 7 8 INTERSECTION MODIFICATION
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N SCALE 1:100 (A1) SCALE
SCALE1:2000
1:200 (A3) ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F VERTICAL
T
S
G SIGN: DATE: 21.09.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 3001-127 C
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