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

 

 

 

 

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 ¥
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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
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: a Z
| 2 CD _<
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nom
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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

\. A

 

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,

 

 

 

=7 ==

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}

 

 

 

 

 

 

 

. A

Sen
FILES

 

 

COMPUTER DIRECTORY

 

(C:\KEAYS\ JOBS\CT\0519

 

 

 

Sheet 2 of 3 sheets

 

drawing number

0619-02

 

 

 

 

XY

date 27th Sept 2006