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RFI - Eng Plans
Plans and drawings
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N
STREET
Y A ND R A PROPOSED STORMWATER DRAINAGE
W 2x125x75x3 HOT DIPPED GALVANISED RHS
PROPOSED GRATE
PROPOSED FIELD INLET PIT
LENGTH: 9.7m
USIL: 33.10m
PROVIDE 2x KERB ADAPTOR OUTLET FOR DSIL: 32.78m
RHS AS PER NSC STD DWG RS-081 GRADE: 3.3% PROPOSED STORMWATER TANK
IL: 32.78m
Ø150mm uPVC SN8
600x600 GRATED INLET PIT LENGTH: 18.7m DRAINAGE NOTES
SL: 33.81m USIL: 33.86m
DSIL: 33.50m 1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
IL: 33.10m
GRADE: 1.9% 2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED
DEPTH: 0.71m
DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN
PROVIDE GRATED TRENCH DRAIN AT
ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND
GARAGE THRESHOLD. ACO
SPECIFICATIONS.
KLASSIKDRAIN 100 OR EQUIVALENT.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE
CONNECT OUTLET TO PIT
BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN
STANDARDS.
61°39'00" 4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE MINIMUM: Ø150 uPVC SN8 OR
APPROVED EQUIVALENT.
18.900
00"
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS
° 5 2 ' INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992.
45 5
8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS
10.53
450x450 GRATED INLET PIT ONLY. CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS
SL: 34.11m ARE PLACED ON STORMWATER DRAINAGE OR STRUCTURES.
IL: 33.86m 9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE
DEPTH: 0.25m CONNECTING ON TO EXISTING.
10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL
Ø150mm uPVC SN8 WITHIN DRAINAGE TRENCH OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO
LENGTH: 4.1m LAYING OF PIPES.
USIL: 33.93m 11. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE
DSIL: 33.88m WITH AS3996.
GRADE: 1.2% 12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER
WHEEL LOADS.
13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT
PROVIDE MINIMUM 3KL ATTENUATION SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES
TANK AS PER ATTENUATION TANK EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL
DETAIL. ALL ROOF DRAINAGE TO ENSURE AN ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE SUBJECT STRUCTURE TO
DISCHARGE VIA TANK. INDICATIVE BE CONSTRUCTED TO.
LOCATION ONLY. CONNECT OVERFLOW 450x450 GRATED INLET PIT 14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH
TO INLET PIT. SL: 34.50m SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE
IL: 33.93m LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE
DEPTH: 0.57m CONTRACTORS EXPENSE.
15. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE CONDUITS IN
43
VERGE PRIOR TO COMMENCING WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY
PROVIDE MINIMUM 3KL ATTENUATION CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS IMMEDIATELY.
TANK AS PER ATTENUATION TANK 16. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE
DETAIL. ALL ROOF DRAINAGE TO QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011.
151°39'00"
DISCHARGE VIA TANK. INDICATIVE 17. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING ANY
ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE THE KERB AND CHANNEL AND
30.175
LOCATION ONLY. CONNECT OVERFLOW
TO INLET PIT. THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES.
RP1 44
Ø150mm uPVC SN8
RP1 42 397
LENGTH: 14.3m
USIL: 34.1m
76
315°5 5
397
DSIL: 33.95m
GRADE: 1.1%
30.17
76
2'00"
450x450 GRATED INLET PIT
SL: 34.50m ROOF AND DWAY DOWNPIPE CONNECTION TO
IL: 34.10m HYDRAULIC ENGINEERS SPECIFICATIONS
DEPTH: 0.40m 100Ø HIGH FLOW OUTLET
ORIFICE PLATE DISK
WITH 43mm SHARP
EDGED ORIFICE 3,000L SLIMLINE TANK
HIGH FLOW TANK WALL
OUTLET
TANK BASE
SCREW ON
241°39'00" ACCESS CAP
2 ' 0 0 " 133
14.715
225°5 5
ATTENUATION VOLUME
6.35 RP1 OUTLET TO ORIFICE DISK TO BE GLUED INSIDE
604 DRAINAGE
NETWORK
JUNCTION. uPVC OUTLET FROM
TANK TO BUTT UP AGAINST
25
ORIFICE DISK
LOW FLOW OUTLET WITH SCREW CAP
NOT TO SCALE
DETAIL A - RAINWATER ATTENUATION TANK
RP1 135 RP1 134
NOT TO SCALE
604
LOW FLOW OUTLET
604
25 CLIENT DETAILS:
25 PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
12 WYANDRA STREET STORMWATER LAYOUT FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
02 07/11/2022 REISSUED FOR APPROVAL MVP JB BP
NOOSA HEADS, QLD, 4567 BEN PARRY PLAN CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 16/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
040 20220214 A1 02
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