SCG_29201_CD_Issue 1_25.03.20

 

 

DRAWING SIZE — A2

HEIGHT DATUM

LOT 9 ON RP 99140
\\ Level Datum AHD
~ Level Origin PSM120511, RL 0.598m

Survey information provided by
\ MAX WATTERSON and Associates

 

LEGEND

_--777 INDICATES EXISTING SURFACE CONTOURS
18.07 AND LEVELS TO AHD.
418.0 EXISTING SURFACE SPOT LEVELS.

INDICATES DIRECTION OF FLOW OF

FLOW ss EXISTING TABLE DRAIN AS INDICATED
2056 uPVC INDICATES STORMWATER DRAIN PROPOSED

AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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PART SITE PLAN —

Scale 1: 200

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL

SERVICES ARE TO BE PROTECTED IN

 

 

CROSSOVER & STORMWATER

NEW DRIVEWAY CROSSOVER IN ACCORDANCE

WITH IPWEA STD DRG RS-056 AND LOCAL
COUNCIL REQUIREMENTS

 

 

ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE

 

 

 

FACE OF EMBANKMENT

 

   

RS-056.

—
NEEDLE PUNCHED 4 \ BURY DOWNSTREAM TOE

GEOTEXTILE OF STONE PITCHING 500
BLANKET INTO EXISTING FLOW PATH
UNDERLAY Section A-A

EXTEND PITCH UP

FACE OF

EMBANKMENTS

 

 

Section B-B
STONE PITCHING SCOUR PROTECTION DETAIL

FLARE SIDES 1 OUT: 4 ALONG
LENGTH OR TO WITHIN EXISTING
EMBANKMENT EXTEND PITCH UP

STONE PITCHED INLET/OUTLET. Nin 2008
ROCKS (GROUTED WITH CEMENT) IN
PIPE ACCORDANCE WITH IPWEA STD DRG

CONSTRUCTION NOTES

GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN MILLIMETRES

3. SETTING OUT DIMENSIONS ARE 10 BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.

4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED 10 THE
ENGINEER IMMEDIATELY.

5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.

PAVEMENT EARTHWORKS NOTES

=THE PAVEMENT AREA IS TO BE SCRAPED CLEAR OF ALL
ORGANIC MATERIAL AND DEBRIS.

—ANY STOCKPILED SOILS MUST BE COVERED TO PROTECT
AGAINST WIND BLOWN OR STORMWATER RUNOFF OF SILT/FINES
FROM THE SITE.

—THE EXPOSED SURFACE MUST BE TESTED BY A
GEOTECHNICAL ENGINEER FOR SUB-GRADE ADEQUACY (min
CBR 5) .

~ANY AREAS REQUIRING FILLING T0 THE UNDERSIDE OF
PAVEMENT SHOULD USE APPROVED STOCKPILED MATERIAL
FREE OF TOPSOIL/VEGETATION OR IMPORTED CLEAN
GRANULAR MATERIAL (LE. SAND TO A CLAYEY SAND IN
ACCORDANCE WITH ASI726). ALL FILL IS TO BE FREE OF ANY
ORGANIC OR DELETERIOUS MATERIAL AND HAVE A CLAY
CONTENT OF LESS THAN 12% (PLASTICITY INDEX LESS THAN
15%, LINEAR SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS
TO BE INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO
ITS USE TO ENSURE ITS COMPATIBLITY.

—THE FILL IS TO BE PLACED AND COMPACTED IN MAX 150mm
THICK LAYERS ACCORDANCE WITH AS3798-2007 TO ACHIEVE
LEVEL 1 CERTIFICATION WITH A MINMUM STANDARD DENSITY
RATIO OF 100% COPIES OF COMPACTION TEST RESULTS SHALL
BE PRESENTED TO SCG CONSULTING ENGINEERS FOR
APPROVAL PRIOR TO FURTHER PAVEMENT WORKS.

—THE PREPARED SUB-GRADE SHOULD BE PROOF ROLLED AND
ANY IDENTIFIED SOFT AREAS REMOVED AND BACKFILLED IN
ACCORDANCE WITH THE ABOVE SPECIFICATIONS

FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
DETAILS AND SPECIFICATIONS.

—AREAS WHERE EXISTING STRUCTURES OR TREES ARE
REMOVED SHOULD BE REMOVED AND BACKFILLED IN
ACCORDANCE WITH THE ABOVE SPECIFICATIONS

—PAVEMENT BASE AND SUB-BASE MATERIAL SHALL BE
PLACED AND COMPACTED IN MAX 150mm THICK LAYERS IN
ACCORDANCE WITH AS3798-2007 TO ACHIEVE LEVEL 1
CERTIFICATION WITH A MINIMUM STANDARD DENSITY RATIO OF
100% COPIES OF COMPACTION TEST RESULTS SHALL BE
PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL
PRIOR TO PAVEMENT WORKS CONTINUING,

-FOR AC PAVEMENTS THE COMPACTED BASE COURSES
SHOULD BE PROOF ROLLED WITH A FULL WATER TRUCK IN
THE PRESENCE OF THE DESIGN ENGINEER TO CONFIRM
ADEQUACY PRIOR TO AC PLACEMENT.

SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
INSTALLED PRIOR TO CONSTRUCTION COMMENCING,

MINOR RESHAPING TO EXISTING
TABLE DRAIN FOR NEW LOW
POINT. MAINTAIN POSITIVE
FALLS. TYPICAL.

   
 

PROVIDE NEW
NON-RETURN VALVE
TO MATCH EXISTING.

3 ee RELOCATE EXISTING
2 PIPED CULVERT FOR
= CONSTRUCTION OF

NEW DRIVEWAY.

7 NOOSA RIVER DRIVE

 

NEW 375¢ R.C.P. CULVERT WITH
MINOR STONE PITCHING AT
ENTRANCE & EXIT POINTS FOR
SCOUR PROTECTION IN ACCORDANCE
WITH COUNCIL STD DRG IPWEA
STANDARD Drg. RS-056.

NEW 4.0m (W) Min. ACCESS DRIVEWAY
WITH 5.0m RADIUS FLARES. COMPACTED
ROADBASE AS PER IPWEA STANDARD
Drg. RS—056. (125mm COMPACTED
GRAVEL BASE, UNBOUND PAVEMENT
TYPE 2.1 CBR.)

 

N.G.L.
7 300mm MIN THK COMPACTED
y J GRANULAR MATERIAL UNDER SLAB.
J TRAFFICABLE AREAS
— NIN 98% FIELD DENSITY THROUGH
UL Y BACKFILL DEPTH. D>900mm
Yor NON-TRAFFICALBE AREAS
DRAINAGE PIPE SIZES —— J COMPACT IN 150mm LAYERS D>400mm
AS NOTED. (o~\
\ J
APPROVED COMPACTED | s~/47
BEDDING SAND.

 

 

 

/— SW PIPE TRENCH/PIPE BEDDING & BACKFILLING
\__/ UNDER N.G.L. TYPICAL SECTION

 

HYDRAULICS

1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY.

REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF

FIXTURES.

2. ALL SANITARY HYDRAULICS AND WATER RETICULATION

WITHIN THE ALLOTMENT BOUNDARY TO BE IN ACCORDANCE

WITH AS3500.

3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF

AUTHORITIES HAVING JURISDICTION, AFTER OBTAINING ALL

NECESSARY PERMITS AND APPROVALS.

4. THE CONTRACTOR IS TO CONFIRM THE POSITION OF ALL

EXISTING SERVICES AS INDICATED ON THESE AND ASSOCIATED

PLANS DO NOT CLASH WITH THE PROPOSED PIPE WORKS

PRIOR TO THE COMMENCING OF WORK.

5. ALL TRENCH EXCAVATIONS AND CONSTRUCTION TO BE IN

ACCORD WITH WORKPLACE HEALTH & SAFETY 1989 AND ANY

AMENDMENTS AND THE MINE REGULATION ACT.

6. STORMWATER DRAINAGE PIPES SHALL BE LAID AT A

MINIMUM GRADE OF 1 IN 100 U.N.O. JOINS ARE TO BE

CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURERS

REQUIREMENTS. (REFER NOTE 10.)

7. ALL PRECAST CONCRETE PIPES AND TO MANUFACTURED IN

ACCORD WITH AS. 4058.

8. STORMWATER PIPES SHALL BE THE FOLLOWING CLASSES:
8.1. REINFORCED CONCRETE PIPES (RCP) = CLASS 2.
8.2. uPVC 100% OR GREATER = CLASS ’SN8’.

8.3. ’STORMPRO’ PIPES = CLASS ’SN8’.

9. ALL RCP PIPES TO HAVE THE FOLLOWING JOINTS U.N.O:
9.1. RCP 6006 OR LESS = RUBBER RING JOINT.

9.2. RCP 600¢ OR GREATER = FLUSH JOINT.

10. ROOF STORMWATER TO DESIGN BY HYDRAULIC

CONSULTANTS TO CLASS ’SH’ U.N.O.

11. INSTALL SW MANHOLE AND FILED GULLY/INLETS IN

ACCORDANCE WITH AS1657 AND AS DESCRIBED BELOW:

11.1. MANHOLE/FIELD INLETS >1.35m DEEP = STEP IRONS.

11.2. MANHOLES 0.85m—3.0m DEEP = STEP IRONS.

11.3. MANHOLES >3.0m DEEP = FIXED ACCESS LADDER.
12, SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A
MINIMUM GRADE OF 1 IN 60.

13. WATER SUPPLY PIPEWORK BELOW GROUND IS TO BE:
13.1. 63mm DIAM. OR LESS - HIGH DENSITY TYPE 50

CLASS 12 POLYETHYLENE

14. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY

PIPEWORK TO BE TYPE B COPPER.

15. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS

AND ALL JOINS AND CONNECTIONS SHALL BE MADE ABOVE

THE SLAB.

16. FIRE HYDRANTS ARE TO BE INSTALLED ARE 10 BE

INSTALLED IN ACCORDANCE WITH AS2419.1. HOSE REELS ARE

TO BE INSTALLED IN ACCORDANCE WITH AS2441.

CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS

SITUATED IN VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO

BE FITTED WITH EITHER BRASS OR CAST-IRON COVERS.

17. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN

APPROVED CONCRETE PATH BOXES.

18. ALL WASTE PIPES AND WATER SERVICES PENETRATING

SLABS TO BE WRAPPED IN AN APPROVED FLEXIBLE JOINT

JOINT WRAPPING.

19. THE TERM ’SERVICE’ REFERS TO THE MINIMUM INTERNAL

PIPE DIAMETER UNLESS NOTED OTHERWISE.

 

 

 

 

Revision | Description Date

 

issue: FOR APPROVAL

 

Ph (07) 5455 5604
email:[email protected]

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~) SCG Unit 1/11 Project Ave,

DEBUILD T/A

 

Noosa Heads
Title’ DRIVEWAY CROSSOVER PLAN

 

Project 71 Noosa River Drive,
Noosa North Shore

 

 

 

 

 

Date: Mar 2020 Drawn: CK Desig1: TH
p
=| Checked: Drg No. Rev
©] RPEQ 5835 _
3] S Richardson 29201 C1 1 .