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

Page 2

 

 

 

 

 

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
$$

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project

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

Ky

_—————————————————— as
Client

NC OLIVER PROPERTIES PTY LID

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

 

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ROAD CROSSING TO NC STD
ORG 9813 WiTH SAND BACKFILL,
450mm LEAN MIX & 50mm AC.

REINSTATE KERB AS REQUIRED.

 

 

 

  

   

 

CORE DRILL AND EPOXY NEW
INTERNAL BACKDROP TO
MANHOLE (TO NSC STD DRG
9822). COUNCIL TO SEAL
EXISTING SEWER INTERNALLY
WITH ALUMINIUM PLATE AND
EPOXY.

 

 

 

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NvO2/01
SL 17

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LEGEND:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FX OAIAA IRN

EXISTING VEGETATION

 

>
a ° HCE TYPE 8 We poe
3 ofS 2.0 COVER 1.65
= COVER 1.50 CH 57.25
a s83 Hea TPE B 2
| 3 _ U o/s 2.0 2
tL COVER 1.65 MCH3881
| Hy CH 46.50
— a
| | B i L MeHS61 MCH3881
3
I 43

 

 

O/S 2.0
COVER 1.65
CH 15.72

HCB TYPE 6

 

 

 

—_ SENT EDGE OF BITUMEN ;
SSEESHH= EXTG KERB & CHANNEL
~oet s EXSTING SEWERAGE WAN
NEW SEWER PIPE
a EXISTING CONCRETE DRIVEWAY OR PATH
E PROPOSED FINISH SURFACE LEVEL
on NATURAL SURFACE LEVEL
sw EXISTING STORMWATER
sw PROPOSED STORMWATER
100 EXISTING 1006 AC WATER MAIN (LOCATE PRIOR TO WORKS)
w EXISTING 6756 RCP SALINTY LINE (LOCATE PRIOR TO WORKS)
€—sz>— EXISTING UNDERGROUND ELECTRICITY & LIGHT POLE (LOCATE PRIOR TO WORKS)
1 EXISTING TELSTRA (LOCATE PRIOR TO WORKS)

   

3
MCH3881

           

ALEXANDER DAVID [OTH
REGISTERED PROFESSIONAL
ENGINEER QLD No,069

   

 

 

 

cP
GTP103058

 

   
                   

    

              

 

EDGE OF PROPOSED
DRIVEWAY

 

 

 

LANDSCAPED BANK

NOTES:

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HCB TYPE B
ofS 2.0
COVER 1.65

~ -
g (Callaghan & Toth )
CHECK INVERT LEVEL OF Civil, Environmental &
SAUNITY LINE PRIOR To Hydraulic Engineers
z MINIMISE DAMAGE 70 REMOVE ONE EXTG ,
nial - 1 TREE_ROOTS DURING MANHOLE ASPRO TO TIP 2/11, Sunshine, Beach, Rood
‘ CONSTRUCTION & BACKFILL TO Ph: 54749081 Fox: 54749041
2 MINIMISE EXISTING TREE i Me SATISFACTION OF NC wercallaghanandtoth.com.ou
eee. we et = REMOVAL TO SEWER REMOVE TWO EXIG WSCWM, MIKE FROUDE PH
ARRANGE FOR COUNCIL TO APPROVE - EXCAVATION WIDTH. NANNOLE SsPROS 70 TP 6495288, RESTORE WH designed [ADT] datum ARO
LOCATION AND TIMING OF WATER SUPPLY a & BACKFILL TO {TURF TO ORIGINAL STATE. drown JBM [ PSM 75737
OUTAGE. REPLACE 5m OF AC WATER MAIN SATISFACTION OF NC checked FAH | Origin (8.M.) RU _1.433
ut CL16 PVC FROM HYDRANT TO NEW WSCWM, MIKE FROUDE PH Nv02/01/02
JBAULT_JOINT. PRIOR. TO_SEWER_EXCAVATION..J | Nd - ~- | STAY-EXISTING- LIGHT POLE » +> = ~|-54495288,-RESTORE-WITH - NV02/01/05\/——-{~SOPA approved TT
: o DURING EXCAVATION AND TURF TO ORIGINAL STATE. = SURVEYED BY
g BACKFILLING ACB MA STUB SONES FLINT & PIKE
NVvO02/01 /03 O/S 2.0 PHONE 54432500
SL 130d COVER 1.65 $<
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project
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PROPOSED SEWER DIVERSION
FOR UNIT DEVELOPMENT AT
128-132 GYMPIE TERRACE

\. /

 

 

LOCATE AND CHECK INVERT
LEVEL OF EXISTING UNITS HCB
PRIOR TO SEWER WORKS,
CONNECT EXISTING UNIT HCB
TO NEW 150¢ MH STUB.
COUNCKL TO SUPERVISE LIVE
CUT IN WORKS.

 

 

EXISTING SEWER HCBS TO BE ABANDONED, CAPPED AND SEALED

= 77, =>

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Client

NC OLIVER PROPERTIES PTY LTD

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$e
title

SEWER LAYOUT PLAN

ee
_———————

LOTS 1 2 3 & 9 on MCH3881

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

er,

SCALE

 

 

0.25 5 75 10 125 Meters. 25
scole SCALE SHOWN iS ORIGHAL DRAWING SCALE
1:500(A3) 00. NOT SCALE FROM THS DRARING

USE ONLY DIMENSIONS PROVIDED

eee

OO
REVISIONS

 

 

 

 

 

 

ined] revision details date

A | ALTER MH NVO02/02/01 LOCATION 10/06)
B { ADD EASEMENT 10/06)
\. _/

 

 

 

 

_ a.
FILES

COMPUTER DIRECTORY
IC:\KEAYS\JOBS\CT\0619

 

 

 

 

 

Sheet 2 of 3. sheets
drowing number

0619-02

 

 

 

 

 

XQ date 27th Sept 2006

 

 

 

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