06/0159 - Copies of design plans and A3 amended per fax dated 19/10/06 [As Published] · 142006.159

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Callaghan & Toth

Civil, Environmental &
Hydraulic Engineers
2/41 Sunshine Beach Road
NOOSA JUNCTION 4567

Ph: 54749081 Fox: 54749041
wew.callaghanondtoth.com.au

PIPELINES . 6. House connection jump—ups on sewers deeper than 2.0m shol
1 All sewers are to be 150mm dia. UPVC Class "SMB ~ AS1260 — rubber ring jointed reinforced drop junctions.

unless noted otherwise. For sewers deeper than 3.0 metres, uPVC Closs 12 pressure

pipe to ASI477 shall be used. **Inside edge of Closs 12 pipe to be chomfered to 7. Al HOB, fo be Type A P or F or MH Stub and constructed

 “Sugdon” fibreglass

 

i
SEWER NOTES: | (~

 

provide o smooth transition of flows when used in conjunction with other classes of hh Noosa Council Stondard Drawing 98211.
Pipes and fittings.

2. Alignment unless otherwise noted shall be

{
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 lobour and moterials shall

— 1.50m inside front boundary of allotments . be met by the developer. : dotum AKD

— 1.50m inside rear boundary of allotments ! drown 6M

— 1,00m from side boundary of allotments : 9. Pumping stations shall be instotled in occordance with NC Std Dwg Nos, 9823 Origin (BM) BoM. 13787

; _ to 9830, 9832 to 9841. checked J} AK gin (BM) RL I

. 5. Bedding for pipelines shall be washed Smm~tOmm screenings or Mary River Sand Rising main marker shall be installed in accordance with NC Std) Dwg No 98428.

with a minimum of 75mm below ond above pipes. . : .

'n coastal sand terrain, excavoted material may be used for bedding subject to the 10. Manholes shall be eset 1070mm dia. unless otherwise noted ond constructed in approved

approval of the Shire Engineer. accordance with NC Std Dwg Nos. 9822C, 9843 ond 9848A They are to be fitted with SURVEYED BY

600mm dio ductile iron cover and frame. Haverstock (LA500D) or equivalent. JONES FUNT & PIKE
4, Minimum cover for sewer pipes shail be 0.9m for allotments and footpaths and 11, The FSL shown on Sewer Plans & Sewer Loncitudi i ish Li PHONE 54432500
. : gitudinal: Sections is the’ Finish Lid Level of Manhole. PHONE 24482000 CYS
SITE LOCATION PLAN N.T.S. 1.2m for roadways. Unless stated otherwise on pions. However the Finish ground Levels should be confirmed with the inspector before
work commences & adjustments made if necessary to leave Manhole Lid just proud fr. ‘\
Oe NETON BRANCHES in lots and flush with footpath when in walking areas. project
lermination of Invert Level of House Connection Bronches

The following criteria are io be taken into account when setting the invert level of an 12. Sewer inspection shafts shall be constructed in accordance with NC Std Owg No 9843 and 9849. PROPOSED SEWER DIVERSION

House Connection Branches They are to be fitled with 600mm dia ductile iron cover and frame. FOR UNIT DEVELOPMENT AT

— Depth to Inspection invert opening shall be between 0.6m and 1.5m; Kaverstock (LAS00D) or equivalent. . 128-132 PIE

- inspection opening shall contro! the allotment at a grade of 1 in 60 with . | — GYM TERRACE

 

DRAWING INDEX 300mm cover at head of drain

~ Depths in excess of 1.5M are not acceptable;

 

$$$ $  _S

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0619-1 A SITE PLAN & SEDIMENT/EROSION CONTROL ~ are to extend a minimum of 1.0 metres into property; | Client
0619-2 A SEWER LAYOUT PLAN ~- are to be 100mm diometer unless noted otherwise; |
0619-3 A SEWER LONGITUDINAL SECTION - LO. inspection shoft to be extended to 300mm below finished surfoce tevel LIVER ERTII
(HCB type P and F only); t NC 0 PROP ES PTY LID
- marker tape shail extend from the 1.0. to the surface level, ‘ 4
‘ nT |
& a.
. ‘ title
“ LEGEND: SITE PLAN &
SEDIMENT/EROSION CONTROL
ye SEDIMENT FENCE OR CONTOUR MOUND 10 DETAIL EEE EEGtbeeeeeieeeeee amen
2 LOCATED AS DIRECTED BY SUPERINTENDENT Se
5 (ERECT BEFORE EARTHWORKS)
8S KERB INLET SEDIMENT TRAP TO IPWEAQ DO041 A
V . REQUIRED DURING CONSTRUCTION | LOTS 123 & 9 on MCH3881
165
SPI7I769 . Parish of TEWANTIN
os \ Se 2 County of MARCH
5 2 Soh 0. ‘
sp173769\ SS 5 7 < o ' NOOSA SHIRE COUNCIL
S S 4
A Locality of NOOSAVILLE
as on SEDIMENT & EROSION CONTROL CHECK LIST ty
5 = ~ \ cp ISSUE MANAGEMENT COMMITMENT 1 \ )
le : By, GTP103058 - ~
yl I CEs SG x OBJECTIVE / TARGET Comply with all statutory regulations and maintain SCALE
[ % xo them during earthworks/construction. t
aw ale 3 2 Comply with the erosion ond sediment control a QS 10 1320.25 Meter. 50
! / | | = McH3B81 \G
; 3 - scole SCALE SHOWN IS ORIGINAL ORAWING SCALE
MCHIBB2 - 9 woHage! &, SEDIMENT FENCE SECTION MANAGEMENT STRATEGY Site foreman to identify and check direction of storm water 1:1000(A3) _PO,NO, SCALE FROM. THS_ DRaMS
3 \ aS 1 Place on the toe of oll fill batt lond flows as shown on plan. Provide barriers ‘ond other Lee)
| nn | MCH388I MCH3884 where shown or directed b the En ineer. Measures shown on the plan to intercept storm woter flows —_——- —
x 2 These fences are not to be used 9 . rane end a table drains, ond intercept sediments REVISIONS
m for concentrated flows with catchments efore reaching gules. mt} revision details dote
a - greater then 2000 sq. m. : | ALTER MH _NVO2/02/01 LOCATION 10/06
TASKS / ACTIONS Erect sedimentation barriers es shown on the plons
BRACE STRAINER WIRE before commencing earthworks or drainage improvernents.
TE TOP & BOTTOM Ploce rock weirs in table drains os soon as the drains
* ———_ FILTER FABRIC FIXED TO FENCE are cut. ‘ ;
AND EMBEDDED INTO | C J
7 aLTON GROUND MIN. 200mm PERFORMANCE INDICATORS Site foreman to check that sediment fence and rock weirs
f{- — PROVIDE OVERFLOW WEIR 0.5 WIDE ore trapping the flows after rain. Ensure no byposs occurs. FILES
— FLOW WHERE BACKUP FLOW IS f COMPUTER DIRECTORT
UKELY TO OVER-TOP WEIR FREQUENCY / DEADLINE Site foreman shall monitor performance and repair damage % JOBS\CT\0619
° 4 . © IC:\KEAYS \JOBS\CT\|
after every storm until grass is estoblished. Sediment shall
Il be removed before it reaches overflow level. {
STAR PICKET OR 50 x 50 HW STAKE
N RESPONSIBLE PERSON The Principal Contractors foremon shall be
I responsible for inspections. |
. Provide turf protection to batters subject to 14
catchment lengths greater than 3m. . REPORTING / REVIEW Site Foremon to advise workers: if they notice [any Sreet_|_of_3 _sheets
Loy continous strips @ 3m centres along contour lines. barrier requiring repair, report it to foreman. |, drawing number
. Check & ir st torm. . —
2. Chee! repair structures ofter every storm CORRECTIVE ACTIONS Site foreman is to repair any domaged bartiers 06 1 9 0 1
3. Remove sediment fence only offer new grass is established. dolly. Replacements ore to be purchosed as required. C A z
. dote 27th Sept 2006

 

 

 

 

Page 3

 

 

 

 

ARRANGE FOR COUNCIL TO APPROVE
LOCATION AND TIMING OF WATER SUPPLY
OUTAGE. REPLACE Sm OF AC WATER MAIN
WITH CL16 PVC FROM HYDRANT TO NEW
GIBAULT JOINT PRIOR TO SEWER EXCAVATION.

 

 

 

 

ROAD CROSSING TO NC STO
DRG 9813 WITH SAND BACKFILL,
450mm LEAN MIX & SOmm AC.

REINSTATE KERB AS REQUIRED.

 

  

NVvO2/01
SL 1.17

   
 

 

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.

 

 

 

 

NV02/01/00
St 1.22

 

LEGEND:

EDGE OF BITUMEN

 

EXTG KERB & CHANNEL

 

 

 

 

 

 

 

 

 

 

T

 

 

pesertciteriosesed

EXISTING VEGETATION

 

 

ee

-ostt EXISTING SEWERAGE WAIN
NEW SEWER PIPE
ak EXISTING CONCRETE DRIVEWAY OR PATH
gE, PROPOSED FINISH SURFACE LEVEL
oo NATURAL SURFACE LEVEL
sw EXISTING STORMWATER
sv PROPOSED STORMWATER
woo EXISTING 1006 AC WATER MAIN (LOCATE PRIOR 10 WORKS)
w EXISTING 6756 RCP SALINITY LINE (LOCATE PRIOR TO WORKS)
Eee

EXISTING TELSTRA (LOCATE PRIOR 10 WORKS)

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REMOVE ONE EXTG
MANHOLE ASPRO TO TIP
& BACKFILL 10

 

 

 

 

 

 

 

Callaghan & Toth )

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

NOOSA JUNCTION 4567
Ph: 54749081 Fox: 54749041

 

 

 

 

 

 

 

 

 

SATISFACTION OF NC www.colloghanondtoth.com.au
WSCWM, MIKE FROUDE PH -
$44952B8. RESTORE WITH designed { ADT_| datum AHD
TURF TO ORIGINAL STATE. drawn BM PSM 75737
checked | AH Origin (B.M.) RU 1.433
NVO2/01/02
SL 1.33 approved:
SURVEYED BY
HCE MH STUB JONES FLINT & PIKE
O/S 2.0 PHONE 54432500
COVER 1.65 $$ $$$$_____/
a ~
project

 

COVER 1.65

 

 

 

 

 

e
$ !
> i
Me CHECK INVERT LEVEL OF .
SALINITY LINE PRIOR TO
“ SEWER WORKS. WINIMISE DAMAGE TO]
TREE ROOTS DURING
CONSTRUCTION
3 MINIMISE EXISTING TREE _ cn
2 REMOVAL TO SEWER
? EXCAVATION WIDTH. REMOVE TWO EXIG
MANHOLE ASPROS 0 TIP
7 & BACKFILL 10 Nvo2/01/0 ¢
SATISFACTION OF NC SL1.17 s
WSCWM, MIKE FROUDE PH % »
STAY EXISTING LIGHT POLE 54495288, RESTORE WITH & oe 2/01/05
° DURING EXCAVATION AND TURF TO ORIGINAL STATE. : /,
8 BACKFILLING VA ple,
s — > < Ld4 55 t
Nv02/01/03 Lk"
st 130 a \ —_———-
v02/01/02 Nv02/0i /02 ¥
a SL_1.25 we SL_1.57 s a
Quy )
pe = S 45
. S E a = eh . wee RS aC
fi —— o \
3 cP :
Par g — GD gmt a\ GTP103058 |
\ | eB < ae HCE WH STUB \
SSIES SNS SO \ RS
\ IL 0.10
Slnce wi Sus HOB MH STUB
8 B¥lO/S 54 + GS ae HCB TYPE B
eth Tit ~0.05 + [ACB MH STUB 0.10 o/s 20 6
le o/s 64 CH 15.73
s .
2 HOB TPE B roio oe to? 3
S o/s 20 50 COVER 1.65 MCH3881
| CH 35.53 HCB IYPE 8 CH 57.25
L : b o/s 2.0
\| COVER 1,65 MCH3881 EDGE OF PROPOSED
i CH 46.50 DRIVEWAY
9
1 %
il e MoHSBaI McH3881 2 =
3 3B &
N73 2 \6 3
a a
I | o 3 \& ». CD
: a Z
| 2 CD _<
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48 HOUSE wo _
| 5 C2. XE —
nom
| 795 c LANDSCAPED BANK
Ve ree - TERR pc
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ay
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NOTES:

EXISTING UNDERGROUND ELECTRICITY & UGHT POLE (LOCATE PRIOR TO WORKS)

EXISTING SEWER HCBS TO BE ABANDONED, CAPPED AND

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

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

 

 

 

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SEALED

nN
Client

NC OLIVER PROPERTIES PTY LTD

Nc rere rere

KS rac
title

SEWER LAYOUT PLAN

SS
(SN

LOTS 12 3 & 9 on MCH3881

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

ee )
(

SCALE
025 5

 

7.510 12.5 Meters 25

 

scole ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:500(A3) 00. NOT SCALE FROM THIS DRAWING

‘ USE ONLY DIMENSIONS PROVIDED

ne

(NN
REVISIONS

 

revision details dote

 

el
A | ALTER MH _NV02/02/01 LOCATION 10/06}

 

 

 

 

 

 

 

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Sen
FILES

 

 

COMPUTER DIRECTORY

 

(C:\KEAYS\ JOBS\CT\0519

 

 

 

Sheet 2 of 3 sheets

 

drawing number

0619-02

 

 

 

 

XY

date 27th Sept 2006

 

 

 

 

 

 

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Callaghan & Toth
1 Civil, Environmental &
(4) C2) 4) A) (6) Hydraulic Engineers
MANHOLE/END NAME La ve fa fa 6 2 BOS UUNCTON S26
— Ph: 54749081 Fox: 54749041
MANHOLE TYPE = = = = = www.callaghanandtoth.com.ov
= = = = =
LID TYPE s oS = a Ss designed J ADT | datum AHD
1 drawn BM
JUNCTION LINE ey checked [AH] Origin (BM) Reed
MH DROP TYPE a < < < -
d
HOUSE CONNECTION Ble gis g SURCTED BY
INVERT LEVEL sis als x ONES FLINT & PIKE
aS mle : PHONE 54432500
Ola OOo er ' Nr
HC TYPE =/E T= Se TT TF
= = = = =“ project
HC LOT No al. cul o 3 PROPOSED SEWER DIVERSION
: FOR UNIT DEVELOPMENT AT
CH. FROM D/S MH s|\8 38 3 128-132 GYMPIE TERRACE
. als sls S ,
rn
Sn,
\ | Client
5 o NC OLIVER PROPERTIES PTY LID
R= 2 ey a '
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oS aTUy = $e
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a = a =2 $ title
ey 288 2 SEWER LONGITUDINAL SECTION
ioe a Oo
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fon [ : oF
[|
LOTS 12 3 & 9 on MCH3881
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
' Locality of NOOSAVILLE
KY
SS
SCALE
Dar RL -10.00 ; Te wea
AMETER/CLASS 150 CLI2| 150 SNB | 150 SNB | 150 SNO
GRADE % 067% | 067% | 067% | 125% » ano Vent Sout som & omc nea se
GRADE 1: x 1148.76] 1+ 150] 1: 150] 1: 80 ‘ 000 TORIZ DoW SAE FM Ts Dra
' ONE Frere
JUNCTION INVERT LEVEL
REVISIONS
ol og 2 o 2 ment] revision details date
DEPTH TO INVERT |= & 8 8 8 @ [ALTER MH NVO2/02/01 LOCATION ~~] 70/06
INVERT LEVEL Ble yg 3a|F g|3 &
or Seve se 8 56 38 8
DESIGN SURFACE e B s e 8 ~ 2
5 4 8 3 o
LEVEL = % 2 = 2 FILES
wn oO co
s o c 2 3 COMPUTER DIRECTORY
RUNNING CHAINAGE 8 37.9358 33275 21.033 x ies & SAKEATS OBS \CT\o619
LINE
LEGEND: |
: MAXIMUM HCB DEPTH 1.5m FOR COUNCIL APPROVAL Sheet_ 3 of 3 sheets
MPP POO PIT TO N.C. STANDARD DRG 4844C MHi1 1050 @ PRECAST MANHOLE ANY HCB'S DEEPER THAN 1.5m 1p BE ADJUSTED drawing number
MHO6 600 # PRECAST MANHOLE VMH11 1100 @ PRECAST VACUUM MANHOLE TO COUNCIL'S. SATISFACTION 061 9-03
A
Ky dote 27th Sept 2006
: