06/0159 - Plans for final approval [As Published] · 142006.159

 

 

 

 

 

 

SITE LOCATION PLAN N.T.S.

 

DRAWING JNDEX

 

SEWER NOTES:

 

2. Alignment unless otherwise noted sh

PIPELINES t

1. All sewers are to be 150mm dio. UPVC Class “SN8” — AS1260 — rubber fing jointed
unless noted otherwise. For sewers deeper than 3.0 metres, uPVC Class 12 pressure
pipe to AS1477 sholl be used. **Inside edge of Closs 12 pipe to be chamfered to
provide a smooth transition of flows when used in conjunction with other ‘Classes of
pipes ond fittings.

 

be

1.50m inside front boundary of allotments !
= 1.50m inside rear boundary of allotments |
- 1,.00m from side boundary of ollotments \

 

3. Bedding for pipelines shall be woshed Smm—10mm screenings or Mary River Sand

with a minimum of 75mm below ond above pipes.
{n coastal sand terrain, excavated moterial may be used for bedding subject to the
opproval of the Shire Engineer.

4, Minimum cover for sewer pipes shall be 0.9m for allotments ond footpaths and

1.2m for roadwoys. Unless stated otherwise on plans. |

HOUSE CONNECTION BRANCHES
Determination of Invert Level of House Connection Branches
The following criteria are to be taken into account when setting the invert level of an
House Connection Branches
Depth to Inspection invert opening shall be between 0.6m and 1.5m;
— Inspection opening shall control the allotment at a grade of 1 in 60 with
300mm cover at head of drai

 

 

 

§. House connection jump—ups on sewers deeper than 2.0m shell be “Sugdon” fibreglass
reinforced drop junctions.

7. All H.C.B. to be Type A, P or F or MH Stub ond constructed
in accordance with Noosa Council Stendard Drawing 9821H.

 

8. All work on existing sewers to be performed by Contractor unless otherwise directed by.
the Woter and Sewerage Works Manager and actual cost including .lcbour ond materiats shall
be met by the developer.

 

9. Pumping stations shalt be installed in accordance with NC Std Dwg Nos. 9823
to 9830, 9832 to 9841.
Rising moin marker shal be installed in accordence with NC Std Dwg No 9842B.

10. Manholes shall be pre-cost 1070mm dio. unless otherise noted and constructed in
accordance with NC Std Owg Nos. 9822C, 9843 ond 984A. They ‘are to be fitted with
600mm dia ductile iron cover and frame. Hoverstock (LA6000) or ‘equivatent.

 

41. The FSL shown on Sewer Plons & Sewer Longitudinal Sections is the Finish Lid Level of Manhole.

However the Finish ground Levels should be confirmed with the inspector before
work commences & adjustments mode if necessary to leave Monhole Lid just proud
in lots and flush with footpath when in walking creas, 4

12. Sewer inspection shafts shall be constructed in accordance with nt Std Dwg No 9843 and 9849,

They ore to be fitted with 600mm dia ductile iron cover and frame.
Haverstock (LA600D) or equivalent.

 

 

 

MCHIEB2
|

 

 

    

 

 

 

— Depths in excess of 1.5M are not acceptable; ALEXANDER DAVID TOTH
= — are to extend o minimum of 1.0 metres into property; REGISTERED PROFESSION.
oie | SITE PLAN & SEDINENT/EROSION CONTROL ~- are to be 100mm diameter unless noted otherwise; ENGINEER QLD A SSIONAL
0619-3 SEWER LONGITUDINAL SECTION - 1.0. inspection shoft to be extended to 300mm below finished surface level
(HCB type P and F only); .
- marker tape shall extend from the |.0. to the surface level. .
PHONE 54554245 |
| % i
1
I
; LEGEND:
SEDIMENT FENCE OR CONTOUR MOUND TO OETAIL
° LOCATED AS DIRECTED BY SUPERINTENDENT
2 {ERECT BEFORE EARTHWORKS)
>
8 KERB INLET SEDIMENT TRAP TO IPWEAQ D004)
REQUIRED DURING CONSTRUCTION 1
7 165
SPIT3769 £G
©
w
3
165 gs 2 5 i
91/3769 \ 3% 5 '
3

SEDIMENT é& -EROSION CONTROL CHECK LIST

 

 

( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers
2/11 Sunshine Beoch Road

{ NOOSA JUNCTION 4567
Ph: 54749081 Fox: 54749041

 

 

 

 

 

 

 

= www.callaghonandtoth.com.au
designed [ADT | datum AHD
drawn BM PSM 75737
checked | AH | Origin (B.M.) RL 1.433
approved
SURVEYED BY

JONES FUNT & PIKE

PHONE 54432500
Nr

——————
project

PROPOSED SEWER DIVERSION
FOR UNIT DEVELOPMENT AT
128-132 GYMPIE TERRACE

Nr

SS
Client

NC OLIVER PROPERTIES PTY LTD

 

SITE PLAN &
SEDIMENT/EROSION CONTROL

Ng
[$<

LOTS 12 3 & 9 on MCH3881

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of NOOSAVILLE

 

 

SEDIMENT FENCE SECTION

Place on the toe of all fill batters

where shown or directed by the Engineer.
These fences are not to be used

for concentrated flows with catchments
greater than 2000 sq. m.

 

 

ISSUE MANAGEMENT COMMITMENT CO
OBJECTIVE / TARGET Comply with all stotutory regulations and maintain ( SCALE )
them during earthworks/construction. -
Comply with the erosion and sediment control plan. O_ 5 10 15__ 2025 Weters 50
- ae an scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
MANAGEMENT STRATEGY Site foreman to identify and check direction of storm water 1:1000(A3) 00_NOT SCALE FROM THIS DRAWING

land flows as shown on plan. Provide barriers ond other
measures shown on the plan to intercept storm water flows
at the end of table drains, ond intercept sediments

before reaching gullies.

 

STRAINER WIRE

TOP & BOTTOM

FILTER FABRIC FIXED TO FENCE
AND EMBEDDED INTO

 

TASKS / ACTIONS

Erect sedimentation borriers os shown on the plons
before commencing earthworks or drainage improvements.
Place rock weirs in toble drains as soon as the drains
ore cut.

 

GROUND MIN. 200mm

PROVIDE OVERFLOW WEIR 0.5 WIDE

FLOW WHERE BACKUP FLOW IS

PERFORMANCE INDICATORS

Site foreman to check that sediment fence and rock weirs
are trapping the flows after rain. Ensure no bypass occurs.
i

 

 

LIKELY TO OVER-TOP WEIR

STAR PICKET OR SO x SO HW STAKE

FREQUENCY / DEADLINE

Site forermcn shall monitor performance and repair damage
after every storm until grass is established. Sedinent shall
be removed before it reaches overflow level.

 

 

1. Provide turf protection to batters subject to

RESPONSIBLE PERSON

 
 

The Principal Contractors foreman shall be

responsible for inspections.

 

catchment lengths greater than 3m.
Loy continous strips @ 3m centres along contour lines.

 

REPORTING / REVIEW

Site Foreman to advise workers: if they notice any
barrier requiring repeic, report it to foreman.

 
 

 

2. Check & repair structures after every storm.

3. Remove sediment fence only after new grass is established.

 

CORRECTIVE ACTIONS

Site foreman is to repair any damaged barriers
daily. Replacements are to be purchased os required.

 

 

 

USE ONLY DIMENSIONS PROVIDED

a
REVISIONS

 

ion details date

 

 

 

 

 

 

 

 

 

\ A

(OS
FILES

 

 

COMPUTER DIRECTORY
E\KEAYS\JOBS\CT\0619

 

 

 

 

Sheet 1 of 3 sheets
drawing number

0619-01

 

 

 

 

 

XQ date 27th Sept 2006