Council archive · source document
06/0159 - Plans for final approval [As Published] · 142006.159
Plans and drawings: the text below has words only, no drawings.
W100
ARRANGE FOR COUNCIL 70 APPROVE |
LOCATION AND TIMING OF WATER SUPPLY a
OUTAGE. REPLACE Sm OF AC WATER MAIN
WITH CLI6 PVC FROM HYDRANT TO NEW
GIBAULT JOINT PRIOR TO SEWER EXCAVATION.|
= {|
ROAD CROSSING TO NC STD
DRG 9813 WITH SAND BACKFILL,
NvO2/01/02,
450mm LEAN MIX & SQmm AC. Po (02/01/02) )
REINSTATE KERB AS REQUIRED. w ll
W100 —————- W100
| \ CHECK INVERT LEVEL OF
REMOVAL TO
MINIMISE EXISTING TREE
EXCAVATION WIDTH.
STAY EXISTING
OURING EXCAV:
BACKFILLING
ly
NvO2/01 {01 < 3
S117 P) HOB MH =)
0/S 8.1
1.25
iL -0.65
nvo2/01/00 s
SL art 2 HB TYPE 6
2 o/s 2.0
| = COVER 1.50
CH 35.53
CORE DRILL AND EPOXY NEW be 4
INTERNAL BACKDROP. TO ty Il
MANHOLE (TO NSC STO DRG ty i 9
9822). COUNCIL TO SEAL
EXISTING SEWER INTERNALLY || 5 MCH3881
WITH ALUMINIUM PLATE AND Y) s
EPOXY, | a3
44 lt
ill
|
48
| 3
IL
My yy
et
yo FH
LEGEND:
_
aa SER EDGE OF BITUMEN —_—
_
=acnzccs= EXTG KERB & CHANNEL | —_—_
sud ee
~OP—S— EXISTING SEWERAGE MAN
NEW SEWER PIPE
a EXISTING CONCRETE DRIVEWAY OR PATH
= 52 PROPOSED FINISH SURFACE LEVEL
)
Co NATURAL SURFACE LEVEL
sw EXISTING STORMWATER
sw PROPOSED STORMWATER
wi00 EXISTING 1006 AC WATER MAIN (LOCATE PRIOR 70 WORKS)
w EXISTING 6756 RCP SALINITY LINE (LOCATE PRIOR TO WORKS)
E—og— EXISTING UNDERGROUND ELECTRICITY & LIGHT POLE (LOCATE PRIOR TO WORKS)
T
RIKI IHN
EXISTING TELSTRA (LOCATE PRIOR TO WORKS)
EXISTING VEGETATION
4 SALINITY LINE PRIOR TO /
: SEWER WORKS. MINIMISE DAMAGE TO REMOVE ONE EXTG
TREE ROOTS DURING MANHOLE ASPRO TO TIP
4 CONSTRUCTION & BACKFILL TO
‘ % SATISFACTION OF NC
REMOVE Two ExIG =f WSCWM, MIKE FROUDE PH
SEWER MANHOLE ASPROS 10 TIP; 54495288. RESTORE WITH
& BACKFILL TO { Nv02/01/0- € JURF TO ORIGINAL STATE,
SATISFACTION OF NC | SL1.17 S 7
WSCWM, MIKE FROUDE PH ‘ ~ :
54495288. RESTORE WITH € Nv02/01/05 2/03/02
TURF TO ORIGINAL STATE. SL_1.33 SL_133
> a Oks, }
= lap
LIGHT POLE qe LL IT HCB MH STUB
ATION AND | o/s 2.0
: COVER 1.65
= \
PH
HCB TYPE F
COVER 3.65
CH 46.50
1
MCH3881
3 ofS 2.0
g = — COVER 1.65
=~ 7 \ ,
\ | {p P emt a \ orPsa088
C \
Ko o/s, 42 \ LOCATE AND CHECK INVERT
C8 MH STUB iL 0.10 {LEVEL OF EXISTING UNITS HCB
O/s 42 PRIOR TO SEWER WORKS.
ts 1.47 ove age 8 CONNECT EXISTING UNIT HCB
or COVER 1.65 .TO NEW 1508 MH STUB,
CH 15.72 COUNCIL TO SUPERVISE LIVE
elo” 3 (CUT IN WORKS.
COVER 1.65 MCH3881 t
CH 57.25 1
2 i
MCH3881 EDGE OF PROPOSED
DRIVEWAY
za
2, 2
z Oo 2 '
a \2 e 1
3 & \ L— e®
-s
GD ;
Ne
2.00 < ONT
CH é TANDSCAPED BANK
ee G
2 RA
\ es Pea TER
evo’
ALEXANDER DAVID TOTH
REGISTERED PROFESSIONAL
ENGINEER QL) No. 6089
PHONE 5455 4245 ,
'
|
NOTES: } | |
Nv02/01/02 ;
= \@B™ Ls aC Wy
41! HGB TYPE B
o
2,
Y
€ ———- ¢ ————_ rr
ts ana a
(~ Callaghan & Toth )
Civil, Environmental &
Q \ Hydraulic Engineers
i 2/11 Sunshine Beach Rood
Ny NOOSA JUNCTION 4567
tN Ph: 54749081 Fax: 54749041
wrw.collaghanendtath.com.au
designed | ADT | datum AHD
drown BM
7 PSM 75737
checked | AH Origin (B.M.) RL 1.433
approved
SURVEYED BY
JONES FUNT & PIKE
PHONE 54432500
SL
—N
project
PROPOSED SEWER DIVERSION
FOR UNIT DEVELOPMENT AT
128-132 GYMPIE TERRACE
\. 4
LN
Client
NC OLIVER PROPERTIES PTY LID
Ld)
EXISTING SEWER HCBS 10 BE ABANDONED, CAPPED AND SEALED
( ™
title
SEWER LAYOUT PLAN
MO
oS
LOTS 12 3 & 9 on MCH3881
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of NOOSAVILLE
NS
nije
SCALE
0.25 5 7.5 10 125 Meters 25
scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:500(A3) 00 NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
Nr re
$<
REVISIONS
{ment| revision details date
=f? .
\ /
(ere =r =")
FILES
COMPUTER DIRECTORY
C:-\KEAYS\JOBS\CT\0619
Sheet 2 of 3. sheets
drawing number
0619-02
date 27th Sept 2006 SS
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