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updated engineering plan
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DRAINAGE NOTES:
OH
12. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY
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1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE WITH THE MAXIMUM DEPTH SPECIFIED IN THE PROJECT
DETAILS. SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED
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SURFACE LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE CONFORMANCE IS TO BE RECTIFIED AT THE CONTRACTORS
BOUNDARIES AND/OR COUNCIL OWNED DRAINAGE PIPES EXPENSE.
Curved Roof Ridge RL32.67
INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND
OH
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TESTING TO BE IN ACCORDANCE WITH NOOSA SHIRE COUNCIL 13. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
Gutter RL30.78
DEVELOPMENT GUIDELINES, DRAWINGS AND SPECIFICATIONS. ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT
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AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE FOOTPATHS TO BE CONSTRUCTED WITH MAXIMUM 2.5%
LINES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTED CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5%
Gutter RL30.98
AND TESTED TO BE IN ACCORDANCE WITH RELEVANT CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY
OH
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BY REMOVING AND REPLACING AT THEIR COST.
Roof RL27.86
AUSTRALIAN STANDARDS.
21.
4
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4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL 14. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72
BE: Ø225 RRJ RCP OR APPROVED EQUIVALENT. MESH IN ACCORDANCE WITH NSC STD DWG RS065, AS1679 AND
AS3600 UNO
CP 5. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO
LANDSCAPING PAVERS
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RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT NOT 15. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH
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CONNECT PRIVATE BUP13731
LIMITED TO AS4058 AND AS1992. OF ALL SERVICE CONDUITS IN VERGE PRIOR TO COmmENCING
FOOTPATH TO COUNCIL
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3.0kL KINGSPAN WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY
FOOTPATH.
ABOVE GROUND 6. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS
RAINWATER TANKS DESIGNED FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO IMMEDIATELY.
CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO
25 16. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY
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EXCESSIVE LOADS ARE PLACED ON STORMWATER DRAINAGE
.2
OH
OR STRUCTURES. WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE
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HEALTH AND SAFETY ACT 2011.
21 7. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING
.4 STORMWATER DRAINAGE WHERE CONNECTING ON TO 17. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB
EXISTING. AND CHANNEL INCLUDING ANY ASSOCIATED PIPEWORK
21.
ACROSS THE FOOTWAY AND REINSTATE THE KERB AND
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2
8. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH
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COUNCIL GUIDELINES.
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UNSUITABLE FOUNDING MATERIAL WITHIN DRAINAGE TRENCH
UNIT 2 OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR
GARAGE FLOOR LEVEL POOL 18. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST
TO LAYING OF PIPES.
RL 21.40 RL 24.80 DECK
75 mm THICK BUT NOT EXCEEDING 150 mm IN THICKNESS, AND
RL
9. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM
26.20
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21.4W
TO BE CLASS "D" IN ACCORDANCE WITH AS3996. DRY DENSITY AS DETERMINED IN ACCORDANCE WITH
AUSTRALIAN STANDARD AS1289.6.2.
OH
IL19.82
375dia
SW
10. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND
19. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN
CP AND NOT BE LOOSE OR MOVE UNDER WHEEL LOADS.
ACCORDANCE WITH NOOSA SHIRE COUNCIL GUIDELINES,
BUP5714 DRAWINGS AND SPECIFICATIONS.
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11. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN
ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL 20. INTERNAL CONCRETE TO BE 125mm THICK (EXCLUDING
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AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE
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21.0
FINISHED TREATMENTS) N32 IN ACCORDANCE WITH AS1379 AND
EXISTING Ø375 STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN AS3600. SL72 MESH MIN 50mm TOP COVER TO AS1304. MIN
21
21.2
STORMWATER PIPE STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN
.2
POOL 100mm BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION
USIL = 19.76 ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE AND TYPE OF INTERNAL CONCRETE JOINTS TO CONFORM TO
DECK
DISL = 19.49 GARAGE FLOOR LEVEL SUBJECT STRUCTURE TO BE CONSTRUCTED TO.
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RL STRUCTURAL ENGINEERS SPECIFICATION.
LENGTH = 35m RL 21.40 RL 24.80
27.
27.4
26.20
GRADE = 0.75% UNIT
UNIT 11
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21.0
21.0
OH
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21.0
GRANT ST
LEGEND:
W
OH
40.5 EXISTING CONTOUR MAJOR
FH
WM
0
25. EXISTING CONTOUR MINOR
OH
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Gutter RL25.19 ADJACENT BOUNDARY
CP
WM
W
BUP11507 3.0kL KINGSPAN PROPOSED BOUNDARY
LANDSCAPING PAVERS ABOVE GROUND
OH
CONNECT PRIVATE RAINWATER TANKS EXISTING FENCE
FOOTPATH TO COUNCIL
Gutter RL29.92 EXISTING BUILDING
FOOTPATH.
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Ridge EXISTING KERB AND CHANNEL
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RL26.8
PROPOSED ON GRADE LIP IN LINE STORMWATER
E EXISTING ELECTRICITY
OH
INLET PIT AS PER TMR STD DRG 1459.
SW EXISTING STORMWATER
JOIN NEATLY TO EXISTING Ø375 PIPE
SL = 21.01
S
W EXSTING WATER
Ridge RL32.15
IL = 19.76
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S EXISTING SEWER
PROPOSED RETAINING WALL
PROPOSED STORMWATER PIPE
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PROPOSED STORMWATER PIT
40.5 PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED CONCRETE PAVEMENT
PROPOSED FOOTPATH
PROPOSED TURF
1 0 1 2 3 4 5
SCALE (metres)
1 : 100 (FULL SIZE)
North Point Approved Project Address Title
22 GRANT ST STORMWATER LAYOUT PLAN
RPEQ: 26127
N NOOSA HEADS, QLD 4567
For and on behalf of RECOR Pty Ltd.
Scale ENGINEERING + PROJECT MANAGEMENT Client Details PROJECT NAME: Project Number Sheet Size
SUNSHINE COAST | BRISBANE | SYDNEY
B 28.04.25 UPDATE FOR OPW MINOR CHANGE HL www.recorconsulting.com | ABN 89 647 469 707 INTEGRA PARTNERSHIPS PROPOSED RESIDENTIAL 20220218 A1
A 24.05.23 FOR CONSTRUCTION HL BRP
AS SHOWN COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This DUPLEX Drawing Number Revision
drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK the revision description. 040 B
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