22-0533_H-101-02-Cover Sheet & Schedules -Stormwater Drainage · OPW24/0017

100mm|

50.

100mm

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| 40_
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Omm

 

HYDRAULIC SERVICES

 

DRIVEWAY DRAINAGE TO EXISTING RESIDENCE

38 PLOVER STREET,

PEREGIAN BEACH, QLD 4573

Lot 12 RP9313

Sunshine Coast Regional Council

PROJECT NOTES
General Notes

1, THE CONTRACTOR IS OBLIGATED TO INSPECT THE SITE & BE SATISFIED AS TO
THE CONDITIONS UNDER WHICH THE WORK WILL BE CARRIED OUT PRIOR TO THE
SUBMISSION OF A TENDER OFFER.

2, DO NOT SCALE DRAWINGS, REFER TO ARCHITECTURAL DRAWINGS FOR ALL
SET-OUT DIMENSIONS.

3. LAYOUTS OF SERVICE LINES SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC
ONLY EXCEPT WHERE FIGURED DIMENSIONS ARE PROVIDED OR CALCULABLE.

4. ALL WORK UNDERTAKEN ON THE SITE BY THE CONTRACTOR IS TO COMPLY WITH
THE REQUIREMENTS OF THE WORKPLACE HEALTH & SAFETY REGULATIONS.

5. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL LIAISE DIRECTLY
WITH THE APPROPRIATE AUTHORITIES & SHALL ASCERTAIN THE EXACT
POSITIONS OF ALL SERVICES. THE CONTRACTOR SHALL NOT WORK NEAR THESE
SERVICES WITHOUT THE PERSONAL SUPERVISION OR THE WRITTEN PERMISSION
OF THE RELEVANT AUTHORITIES.

6. DATUM FROM WHICH LEVELS HAVE BEEN CALCULATED - A.H.D.

Authority Requirements

1, ALL PLUMBING AND DRAINAGE WORK OR ON-SITE SEWERAGE WORK MUST
COMPLY WITH THE COUNCILS LOCAL LAWS AND POLICIES AND RELATED
DEVELOPMENT PERMIT CONDITIONS.

2. PROVIDE ALL NECESSARY TESTING OF THE SERVICES SHOWN ON THE DRAWINGS
AS REQUIRED BY THE RESPECTIVE AUTHORITIES.

3. IF ANY DOUBTS EXIST AS TO WHETHER A SECTION OF THE DESIGN IS ABLE TO
COMPLY WITH THE RELEVANT AUTHORITY'S REGULATIONS, THE
SUPERINTENDENT SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF ANY
WORKS. NO CONSIDERATION OF CLAIM FOR REDUNDANT WORK SHALL BE GIVEN
IF THE SUPERINTENDENT IS NOT NOTIFIED.

4. CONTRACTOR TO ALLOW ALL COST FOR PREPARATION OF 'AS CONSTRUCTED
DRAWINGS' PRESENTED TO THE SAME STANDARD AS THE APPROVED PLANS.

Minor Works

1. MINOR WORK TO BE INCLUDED.

a. PROVIDE MINOR WORKS WHICH ARE REQUIRED, OR MINOR PARTS WHICH ARE
NECESSARY, FOR THE COMPLETION OF THE WORK(S) NECESSARY TO
PRODUCE A COMPLETE AND OPERATIONAL SYSTEM WITHOUT ADDITIONAL
COST TO THE CONTRACT.

b. PROVIDE TEMPORARY CONSTRUCTION PHASE DIVERSION WORKS TO
MAINTAIN SERVICE AND FUNCTION OF EXISTING OPERATIONAL FACILITIES
ON-SITE WHETHER DOCUMENTED OR OTHERWISE.

Existing Services

1. NO WARRANTY IS GIVEN TO THE COMPLETENESS OR ACCURACY OF EXISTING
SERVICES INFORMATION WHETHER DOCUMENTED OR OTHERWISE. WHERE
CONNECTION IS REQUIRED TO EXISTING SERVICES THE CONTRACTOR SHALL
ALLOW ALL COSTS TO HIRE OR PURCHASE EQUIPMENT NECESSARY TO VERIFY
THE PRECISE LOCATION AND DEPTH OF THE EXISTING SERVICE CONNECTION
POINT PRIOR TO THE INSTALLATION OF ANY ASSOCIATED WORKS.

2. _ EXISTING SERVICES HAVE BEEN DRAWN FROM VISUAL INVESTIGATION ONSITE
AND ARE INDICATIVE ONLY. CONTRACTOR TO LOCATE, TRACE AND VERIFY
BEFORE COMMENCING ANY ASSOCIATED WORKS.

3. ALLOWALL COSTS TO PROTECT AND/OR REPAIR EXISTING RETAINED SERVICES
IMPACTED BY CONSTRUCTION PHASE ACTIVITIES.

Coordination

THE CONTRACTOR SHALL COORDINATE ALL PIPEWORK WITH THE OTHER TRADE
SERVICES PRIOR TO COMMENCEMENT OF ANY WORK.

1, PROVIDE COMPLETE COORDINATION WITH ALL OTHER SUBCONTRACTORS AND.
THE MANAGING CONTRACTOR. FIT INTO CONSTRAINTS PROVIDED BY
ARCHITECTURAL AND OTHER SERVICES ELEMENTS AND REFLECTED IN THE
DESIGNED LAYOUT.

Cross Reference

1, | THESE HYDRAULIC AND WET FIRE SERVICES DRAWINGS AND ASSOCIATED
PERFORMANCE SPECIFICATIONS (IF APPLICABLE) SHALL BE READ IN
CONJUNCTION WITH ALL OTHER ARCHITECTURAL, STRUCTURAL, CIVIL,
MECHANICAL, LANDSCAPE, IRRIGATION, ELECTRICAL AND OTHER DRAWINGS,
SPECIFICATIONS, CONTRACT DOCUMENTS AND WITH SUCH OTHER WRITTEN
INSTRUCTION THAT MAY BE ISSUED DURING THE COURSE OF THE CONTRACT.

Compliance, Standards and Codes

GENERAL CODES:
a. VOL 2-CLASS 1 AND 10 BUILDINGS
b. VOL 3-PLUMBING CODE OF AUSTRALIA

- AS/NZS 3500.3 : 2021

Authorised Products

1. | PRODUCTS LISTED IN THE WATER MARK PRODUCT DATABASE, UNLESS
OTHERWISE REQUIRED BY THE NETWORK UTILITY OPERATOR.

2. PROVIDE ALL PLUMBING AND DRAINAGE PRODUCTS IN ACCORDANCE WITH THE
ABCB WATERMARK CERTIFICATION SCHEME.

3. ANY REFERENCE WITHIN THE SPECIFICATION TO PROPRIETARY BRAND NAMES OR
TO A PARTICULAR MANUFACTURED PRODUCT WITHOUT THE USE OF "OR EQUAL"
IS TO BE INTERPRETED THAT THE PARTICULAR ARTICLE OR PRODUCT IS THE
ONLY ONE TO BE SUPPLIED OR USED.

DEFINITION: A PROPRIETARY ITEM SHALL BE ANY ITEM IDENTIFIED BY GRAPHIC
REPRESENTATION ON THE DRAWINGS, OR BY NAMING ONE OR MORE OF THE
FOLLOWING: MANUFACTURER, SUPPLIER, INSTALLER, TRADE NAME, BRAND NAME,
CATALOGUE OR REFERENCE NUMBER, AND THE LIKE.

Substitution

1. IDENTIFIED PROPRIETARY ITEMS: IDENTIFICATION OF THE PROPRIETARY ITEM
DOES NOT NECESSARILY IMPLY EXCLUSIVE PREFERENCE FOR THE ITEM AS
IDENTIFIED, BUT INDICATES THE NECESSARY PROPERTIES OF THE ITEM.
ALTERNATIVES; IF ALTERNATIVES TO THE DOCUMENTED PRODUCTS, METHODS
OR SYSTEMS ARE PROPOSED, SUBMIT SUFFICIENT INFORMATION TO PERMIT
EVALUATION OF THE PROPOSED ALTERNATIVES, INCLUDING;

- EVIDENCE THAT THE PERFORMANCE IS EQUAL TO OR GREATER THAN THE
SPECIFIED.

- EVIDENCE OF CONFORMITY TO THE CITED STANDARDS.

- ESSENTIAL TECHNICAL INFORMATION, IN ENGLISH.

- REASONS FOR THE PROPOSED SUBSTITUTIONS.

- STATEMENT OF THE EXTENT OF REVISIONS TO THE CONTRACT DOCUMENTS.

- STATEMENT OF THE EXTENT OF REVISIONS TO THE CONSTRUCTION PROGRAM.

- STATEMENT OF COST IMPLICATIONS INCLUDING COSTS OUTSIDE THE
CONTRACT,

- STATEMENT OF CONSEQUENT ALTERATIONS TO OTHER PARTS OF THE WORKS.

AVAILABILITY: IF THE DOCUMENTED PRODUCTS OR SYSTEMS ARE UNAVAILABLE WITHIN
THE TIME CONSTRAINTS OF THE CONSTRUCTION PROGRAM, SUBMIT EVIDENCE.
CRITERIA: IF THE SUBSTITUTION IS FOR ANY REASON OTHER THAN UNAVAILABILITY,
SUBMIT EVIDENCE THAT THE SUBSTITUTION:
- IS OF NET ENHANCED VALUE TO THE PRINCIPAL.
- IS CONSISTENT WITH THE CONTRACT DOCUMENTS AND IS AS EFFECTUAL AS
THE IDENTIFIED ITEM, DETAIL OR METHOD.

Manufacturers’ or Suppliers' Recommendations

 

1. PROVIDE, SELECT (IF NO SELECTION IS GIVEN) TRANSPORT, DELIVER, STORE,
HANDLE, PROTECT, FINISH, ADJUST AND PREPARE FOR USE, MANUFACTURED
ITEMS IN ACCORDANCE WITH THE CURRENT WRITTEN RECOMMENDATIONS AND
INSTRUCTIONS OF THE MANUFACTURER OR SUPPLIER.

Certification

1. PROVIDE CERTIFICATION THAT THE PLANT AND EQUIPMENT SUBMITTED MEETS
ALL REQUIREMENTS AND CAPACITIES OF THE CONTRACT DOCUMENTS EXCEPT
FOR DEPARTURES THAT ARE IDENTIFIED IN THE SUBMISSION.

2. PROVIDE ALL WARRANTIES, TECHNICAL DATA, TESTING CERTIFICATES, ASPECT &
COMPLIANCE CERTIFICATES PRIOR TO HANDOVER.

Differential Movement

1. SOIL CLASSIFICATION: 'TBC’

2. GENERAL: IF THE GEOTECHNICAL SITE INVESTIGATION REPORT PREDICTS
DIFFERENTIAL MOVEMENTS BETWEEN BUILDINGS AND THE GROUND IN WHICH
PIPES OR CONDUITS ARE BURIED, PROVIDE MOVEMENT CONTROL JOINTS IN THE
PIPES OR CONDUITS.

MAGNITUDE: ACCOMMODATE THE PREDICTED MOVEMENTS.

2

PROVIDE MOVEMENT CONTROL JOINTS AS REQUIRED & IN ACCORDANCE WITH
THE GEOTECHNICAL REPORT, THE SITE SOIL CLASSIFICATION, MANUFACTURERS
RECOMMENDATIONS AND AS3500.2

Drainage - General

1, THE HYDRAULIC SERVICES CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING WITH ALL TRADES AND TRADE DOCUMENTATION PACKAGES
ON-SITE PRIOR TO THE COMMENCEMENT OF INSTALLATION INCLUDING INCLUDING
BUT NOT LIMITED TO:

- STRUCTURAL SLABS, FOOTINGS, BEAMS & COLUMNS.

- CIVIL STORMWATER.

- MECHANICAL A/C DUCT & TUNDISH LOCATIONS.

- ELECTRICAL CABLE TRAYS & HIGH-VOLTAGE IN-GROUND CONDUITS.

BEDDING FOR PIPELINES TO BE WASHED 5MM SCREENING WITH A MINIMUM
150MM BELOW AND ABOVE PIPES.

3. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS
NOT EXCEEDING 300MM (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE
COMPACTION IS NOT LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION
WHEN TESTED IN ACCORDANCE WITH AS 1289 (MODIFIED COMPACTION). TESTING
SHALL BE CARRIED OUT AFTER EACH ALTERNATE LAYER AND CERTIFICATES
MADE AVAILABLE CERTIFYING THAT THE REQUIRED COMPACTION HAS BEEN
ACHIEVED.

S

WHERE SERVICES ARE CAST WITHIN THE BUILDING STRUCTURE THE PIPING
MATERIAL MUST BE HDPE OR SOLVENT WELD UPVC WITH A STIFFNESS RATING OF
N10 (MIN). PROVIDE SUITABLE PIPE PROTECTION IN THE FORM OF LAGGING -
DOUBLE WRAPPED WITH LOW DENSITY POLYETHYLENE CLOSED CELL FOAM (OR
EQUAL) WITH TAPED JOINTS TO SAFEGUARD THE INTEGRITY OF THE PIPE, PERMIT
EXPANSION, CONTRACTION & PROVIDE THERMAL PROTECTION. CAST-IN
SERVICES SHALL BE FILLED WITH WATER DURING CONCRETE POUR & WATER
LEVELS ARE TO BE MONITORED & MAINTAINED FOR A PERIOD OF 24 HOURS
THEREAFTER.

5. _ PROVIDE MOVEMENT CONTROL JOINTS IN ACCORDANCE WITH MANUFACTURES
RECOMMENDATIONS TO ACCOMMODATE ANTICIPATED MOVEMENT.
(REFER GEOTECHNICAL REPORT).

Trench Grates & Covers

AREA OF WORK ====

Stormwater Drainage

1 THE WHOLE OF THE STORMWATER DRAINAGE WORKS SHALL BE IN ACCORDANCE
WITH THE NATIONAL CONSTRUCTION CODE (NCC), AS/NZS 3500.3, & THE LOCAL
GOVERNMENT GUIDELINES & REGULATIONS, & THE QUEENSLAND DEVELOPMENT
CODE (QDC).

2. ALL STORMWATER DRAINAGE SHALL BE FREE OF LEAKS WHEN TESTED IN
ACCORDANCE WITH AS/NZS 3500.3.

Materials

1. STORMWATER uPVC /SWJ

Linetypes - Existing

STORMWATER

Linetypes - Proposed

— — —_ STORMWATER
4—+++-++++++-___ REDUNDANT SERVICES

 

sw

 

Abbreviations

e Existing

FFL Finished Floor Level
IP Inflow Pit

RL Reduced Level

SL Surface Level

SW Stormwater Drain
TG Trench Grate

TGO Trench Grate Outlet
TOG Top of Grate

UNO Unless Noted Otherwise

 

NOTE: DRAWING SHOULD BE PRINTED IN COLOUR

 

 

 

 

LOCALITY MAP

SCALE: NTS AT SHEET A1

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Covers & Grates Channel
Description Clear Material Manufacturer / Model Load Classification Description Manufacturer / Model Installation Directions
Opening Trafficable Other
TG-1 LONGITUDINAL TRENCH 300mm CAST DUCTILE IRON | EJCOLG30Dim CLASS D POLYMER CONCRETE CHANNEL EJCO C3000.0 Part No 15370 CONTRACTOR TO BED BASE OF CHANNEL
GRATE, FRAME & CHANNEL 330mm DEEP CHANNEL COMES IN 1mLENGTHS, —_| ONSITE AT 1% GRADE TO THE OUTLET
PROVIDE No of LENGTHS AS
REQUIRED
TG-3 HEEL GUARD GRATE, FRAME |100mm STAINLESS STEEL ACCO 447D CLASS B POLYMER CONCRETE CHANNEL ACO KS100
& CHANNEL 150mm DEEP
Covers & Grates Schedule
Type Covers & Grates Features \ Comments
Description Clear Material Manufacturer / Model Load Classification
Opening Trafficable Other
GRATE & FRAME (GMS GRATE) 600x600 GALVANISED MILD STEEL EJ GRATES / M66# CLASS D CLASS B

 

 

 

 

 

 

 

 

Notes:

 

e# denotes load class as required.

e Pit surfaces shown are indicative only. Coordinate onsite with finished levels.

© All infill lids to include surface finish to match surrounding pavement.

Provide precast 150mm wide concrete surround to all grates or covers in grass and/or landscaped areas
Provide precast or insitue pits in trafficable areas.

Provide glass reinforced concrete pits in non trafficable areas.

© All pits & chambers to be compatible with grate & cover selections, include riser rings where necessary to finish at required level.

 

 

10

100mm

 

Omm|

 

06.02.24 | CD [ISSUED FOR TENDER/ CONSTRUCTION Tot | RP

 

DESCRIPTION

 

DATE STAGE [rev wo] AUTH.

ARCHITECT \ BUILDING DESIGNER

 

JO CASE architect

 

 

CLIENT

JO CASE ARCHITECT

47 CORMORANT CRESCENT,
PEREGIAN BEACH, QLD 4573
P: 0754713097

 

HYDRAULIC CONSULTANT

 

MRP HYDRAULIC & FIRE SERVICES
CONSULTANTS PTY LTD
© BRISBANE = SUNSHINE COAST

A: Unit 1/47 Owen Creek Rd, Forest Glen, QLD.
PO Box 646, Cotton Tree, QLD, 4558.

P: — (07) 5443 1000

E:  [email protected]

PROJECT DESCRIPTION & ADDRESS

DRIVEWAY DRAINAGE TO EXISTING
RESIDENCE

38 PLOVER STREET, PEREGIAN BEACH 4573

HYDRAULIC SERVICE SHEET DESCRIPTION

COVER SHEET
NOTES, LEGENDS & LOCALITY PLAN

 

P: — mrp.com.au VERIFIED BY:

SIMON LYNCH

| DATE

JUN 2024

 

DESIGNER

BSA: 1137134 ABN: 23 126 270 326 QBCC: 1137134

 

| DATE

JUN 2024

 

ISSUED FOR TENDER
& CONSTRUCTION

SCALE

Noted Al

PROJECT NUMBER

22-0533

SHEET SIZE

 

 

‘SHEET NUMBER

H -101

NUMBER

 

REVISION

 

 

 

Omm

 

 

a
50
100mm)