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

 

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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.

 

 

 

/ |

NvO2/01
SL 17

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BAH 202K:

 

 

 

 

 

 
          

           

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

           

 

 

 

 

 

 

   

 

 

 

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:

V

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

     
   

 

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 $<
ae c ~)
project
TS

 

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

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OO
REVISIONS

 

 

 

 

 

 

ined] revision details date

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