06/0159 - Copies of Amended plans - 01B & 02B [As Published] · 142006.159

 

 

 

 

 

SEWER NOTES:

PIPELINES

 

unless noted otherwise. For sewers deeper thon 3.0 metres, uPVC Closs 12
pipe to AS1477 shall be used.

pipes ond gs.

2. Alignment unless otherwise noted shall be
=~ 1.50m inside front boundary of allotments
= 1.50m inside rear boundary of allotments
- 1.00m from side boundary of allotments

 

 

with @ minimum of 75mm .below. and obove pipes, ——.

approval of the Shire Engineer.

 

 

SITE LOCATION PLAN N.T.S._

 

DRAWING INDEX

 

0619-4 A SITE PLAN & SEDIMENT/EROSION CONTROL
0619-2 B SEWER LAYOUT PLAN
0619-3 A SEWER LONGITUDINAL SECTION

4, Minimum cover for sewer pipes shall be 0.9m for allotments and footpaths and
1.2m for roodways. Unless stated otherwise on plons,

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 12. Sewer inspection shafts shall be constructed in accordance with NC Std Dwg No 9843 ond 9849.

House Connection Branches :
— Depth to Inspection invert opening shall be betweén 0.6m and 1.5m;

- Inspection opening shall control the allotment at a grade of 1 in 60 with
300mm cover at head of drain;

- Depths in excess of 1,5M are not acceptable;

- are to extend a minimum of 1.0 metres into property;

- are to be 100mm diameter unless noted otherwise;

~ 10. inspection shaft to be extended to 300mm below finished surface level
(HCB type P and F only); |

— — marker tape shall extend from the I.0. to the surface level.

1. All sewers ore to be 150mm dia, UPVC Class "SN8” — AS12680 — rubber ring jointed
ressure

*inside edge of Closs 12 pipe to be chamfered to 7.

provide a smooth transition of flows when used in conjunction with other classes of

3. Bedding for pipelines shall be washed Smm-10mm screenings or Mary River Sond

8. All work on existing sewers to be performed by Contractor unless otherwise directed by
the Water and Sewerage Works Manager and actual cost including labour and materials shall

6. House connection jump—ups on sewers deeper than 2.0m shall be “Sugden” fibreglass
reinforced drop junctions.

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

be met by the developer.

9 Pumping stations shall be installed in accordance with NC Std Dwg Nos, 9823

{n coastal sand terrain, excavated material may be used for bedding subject to the 10. Manholes shall be
. accordance with N

to 9830, 9832 to 9841.
Rising main marker sh

 

| be installed in accordonce with NC Std Dwq No 98428.

re-cast 1070mm dia. unless otherwise noted and constructed in
Std Dwg Nos. 9822C, 9843 and 9848A. They are to be fitted with

600mm dio ductile iron cover and frame. Haverstock (LA600D) or equivalent.

11. The FSL shown on Sewer Plans & Sewer Longitudinat Sections is the Finish Lid Level of Manhole.

However the Finish ground Levels should be confirmed with the inspector before
work commences & adjustments made if necessary to leave Manhole Lid just proud
in lots ond flush with footpath when in walking areas.

They are to be fitted with 600mm dia ductile iron cover and frame.

Haverstock (LAGOOD) or equivalent.

ALEXANDER DAVID TOTH
REGISTERED PROFESSIONAL
ENGINEER QLD No. 6069

  
 

PHONE 5455 4245

 

 

    

 

 

 

 

 

cn
& $$
. title
} LEGEND: SITE PLAN &
, SEDIMENT/EROSION CONTROL
‘ee SEDIMENT FENCE OR CONTOUR MOUND TO DETAIL ———_________
3 LOCATED AS DIRECTED BY SUPERINTENDENT . nt
3 (ERECT BEFORE EARTHWORKS) +
8 KERB INLET SEDIMENT TRAP TO IPWEAQ D0041
\ a ' : REQUIRED DURING CONSTRUCTION { LOTS 1 23 & 9g on MCH3881
165 :
/ SPU73769 Ce Parish of TEWANTIN
165 2 . ' County of MARCH
SPIT3769 5 aa :
S : ; eo NOOSA SHIRE COUNCIL
: Locality of NOOSAVILLE
‘ E SEDIMENT & EROSION CONTROL CHECK LI ity
\ cp . ISSUE MANAGEMENT COMMITMENT \ J
—_ aay a _ ‘ , <
co s : 4 > OBJECTIVE / TARGET Comply with all statutory regulations and maintain SCALE
a , them during earthworks/construction.
3 3, Comply with the erosion and sediment control plan. Oe I 15 2025, deters 50
a MCHS88t % : scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
MCHSB62 9 MCH3881 ™“ SEDIMENT FENCE SECTION MANAGEMENT STRATEGY ite foreman to identify and check direction of “storm woter 11000(A3) Poe Merson oROTeD
1 PI the t f all fill batt land flows as shown on pion. Provide barriers and other \. J
MCHS861 MCH3881 where Sn wn or directed b th een ineer measures shown on the plen to intercept storm water flows FT
: These fences ore nat to beusd at the end of toble drains, and intercept sediments REVISIONS
} id : . for concentrated flows with catchments before reaching gullies. “onl Tevsion delais Gale
Bee greater than 2000 sq. m. | ALTER WA NVO2/02/01 LOCATION _}10/06
TASKS / ACTIONS Erect sedimentotion barriers as shown on the pons B | ALTER PLAN INDEX 10/06
eT RRACE..-.. howe STRAINER WIRF before commencing earthworks or drainage improvements. ; .
=: i qe TOP & BOTTOM Place rock weirs in table drains as soon os the drains
o — FILTER FABRIC FIXED TO FENCE are cut.
AND EMBEDDED INTO \ C y
_—_— FUTON 05 GROUND MIN, 200mm PERFORMANCE INDICATORS Site foreman to check that sediment fence ond rock weirs 3 O_O
PROVIDE OVERFLOW WEIR 0.5 WIDE are trapping the flows after roin, Ensure no bypass occurs. FILES
— . oe FLOW WHERE BACKUP FLOW IS :
/ UKELY TO OVER-TOP WEIR : . COMPUTER DIRECTORY
FREQUENCY / DEADLINE Site foremon shall monitor performance and repair damage C:\KEATS\JOBS\CT\0819
after every storm until grass is established. Sediment shall
| os : be removed before it reaches overflow level. !
STAR PICKET OR SO x 50 HW STAKE
N . . RESPONSIBLE PERSON The Principal Contractors foreman shall be
| | responsible for inspections. : .
1. Provide turf protection to batters subject to 4
catchment lengths greater than 3m. . REPORTING / REVIEW Site Foremon to advise workers: if they notice ony Sheet_1_of_3__ sheets
Lay continous strips © Sm centres along contour lines. barrier requiring repair, report it to foremon. drowing number
{
. 2. Check tract ft tor. ~ —
eck & repair structures after every sia CORRECTIVE ACTIONS Sile foreman is to repair any damaged barriers _ 0619 01
3. Remove sediment fence only after new grass is established. doily. Replacements ore to be purchased os required,
~ date 27th Sept 2006 }

 

 

 

 

 

 

 

 

 

 

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers
2/11 Sunshine Beach Road
NOOSA JUNCTION 4567

Ph: 54749081 Fox: 54749041
www.callaghanandioth.com.au

 

 

 

 

 

 

 

 

designed | ADT |} datum AHD
drown 8M

PSM 75737
checked | AH__| Origin (8.M.) RL 1.433
approved
SURVEYED 6Y

 

JONES FUNT & PIKE

PHONE 54432500
$$

FF
project

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

Ky

_—————————————————— as
Client

NC OLIVER PROPERTIES PTY LID