Attachment 5 - Concept Sewer Reticulation · MCU13/0251

3.0

gig

566

LEGEND

PROPOSED SEWER
PROPOSED STORMWATER
PROPOSED WATER
RISING MAIN

EXISTING WATER
EXISTING SEWER
EXISTING HOUSE DRAIN
EXISTING STORMWATER
ABANDONED SERVICE
PROPOSED LEVEL
EXISTING LEVEL

 

 

ENOTES LATER STAGES OF OEVELOPMENT

EXE or NrWEnct oF
State seavces
185.051
ag
ow srso0dy?
5.4 000 OF +a35
s29
FE s0s0
ae Fr 250
ms
528
Fre 3950
377
Fr 4250
s26
FRC 4280
32s
Fe 4.000
323
i Fr 4280
2
FAC 4.000
32
Fr 4.280
sa
FAL 4.000
sh
3|
©
z
a
si9
FAL «000 Mm 4280
\*
si
o FrL 4.000 a
ms dos
oe
sie ©
Fre 4.000 ae
rm 5
S15
FRU 4.000 s
su
Frac fe
sis
Fre «000
312 Q
FRC 4.000 5
2
©)
sum “Pitas
shy
i A
FFL FINISHED FLOOR LEVEL
— Fl FIELO INLET
ee Fs FINSHED SURFACE LEVEL
rien -—-— Hee HOUSE CONNECTION BRANCH
—_— Hos HOT DIPPED GALVANIZED
= oP GuuLy Pit
— Ho — Ho — — Ho — opr GROSS POLUTANT TRAP
— —sw— —sw— —sw— aw IN ACCORDANCE wrTH
a ns mu INVERT LEVEL
+318 6 10 INSPECTION OPENING
. 08 oBuique ne
RL REDUCED LEVEL
RPO REAL PROPERTY DESCRIPTION
swe STORMWATER WANNOLE

 

Nore:
REFER TO STRUCTURAL
ENGINEERS PLANS FOR
PIERING OF BUILDINGS.
TWMICH ARE wife THE

 

 

 

RELOCATE ESTING

HEB CONNECTION
connect onveRtéo

ACCORDANCE WH Um
STANOARD. DRAWINGS.

PROVOE 3m SEeviCES

¢

ACCESS EASEVENT
(TYPICAL)

 

uNo UNLESS NOTED OTHERWISE

f 7
| a] ~F
|
| I Ifo
ks |
l is
= ! — |
I i_S |
a x So
: > Ta foo ome
a =
| is]
| | Ss j
|
\ f
~ s |
ZN ;
UO Jugoog
=
: wo S
—
S 6
= wo
S
S
Ss
a
"on dole w EZ
215001 25x era = EXTENT OF SHADING

LLLLL EL

 

 

 

SANITARY PLUMBING & DRAINAGE

1) ALL SANITARY ORANAGE SHALL BE

MATERIALS:
HOUSE ORAINAGE

SOIL, WASTE AND VENT PIPE
TRADE WASTE

100 DA AT 1.65% FALL UNO.

PVC CLASS DAV
PVC CLASS Day

VITRIFIED CLAY / HOPE IN GROUND
HOPE / POLYPROPYLENE ABOVE GROUND

Ke KLLLLELL IEEE
Lee GL j

 

 

 

 

 

PROVE 3 seAVICES
ACCESS EAGEWENT
(rea)
106 NE 0350 Hon 78Y
POMETRAT BUSING RETAINS.
‘oveRsize ON BY. 150mm
Pir wf Feeime seat
LOCALISEM FLUNG TO BE PROVIDED
‘OVER HCA TO MAINTAN 600mm MIN
cover’
scp
(9s 105
a 8850 je 8.675
7
RECONNECT OXSTING
DRANAGE TO NEW
CB IN ACCORDANCE
o twits AS3500)
pAWGE TO ExSTING
ETANING WALL TO BE.
aunstara ATER
COMPLETION OF WORKS
(reen)
a EXTEND NEW Sw
UNDER EXSTING
3g RETAWNG WALL
STRUCTURAL ENGNEER
To Conriny any
REQURED WORKS TO
RETANING WALL
sawn

 

 

STORMWATER & DOWNPIPES

1) ALL STORMWATER DRAINAGE SHALL BE 100 DIA AT 1% FALL UNO.

2) DOWNPIPE SIZES STATED ARE MINIMUM REQUIRED CROSS-SECTIONAL
AREAS,

MATERIALS:
DOWNPIPES -
STORMWATER -

SUBSOIL DRAINAGE -

Pvc CLASS OW.
PVC CLASS SW HEAVY UNO

PERFORATED PVC (DN100 U.N.O.) IN FILTER SOCK

SCALE 1:250

      

 

PART_SITE_ PLAN 1

 

 

 

 

KEY _ PLAN
NTS

GENERAL NOTES

TOBTAN ALL NECESSARY APPROVALS FROM ALL AUTHORITIES, HAVING JURISDICTION
‘AND PAY ALL FEES DUE

2)ALL WORK SHALL COMPLY WITH THE REQUIREVENTS OF THE LOCAL AUTHORITY
HAVING JURISDICTION AND WITH THE REQUIREMENTS OF ALL RELEVANT AUSTRALIAN
‘STANDARDS.

3) CONFIRM INVERT LEVELS AND LOCATIONS OF ALL EXISTING SERVICES PRIOR TO THE
INSTALLATION OF ANY ASSOCIATED SERVICES,

4) AS~CONSTRUCTEO DRAWINGS IN DIGITAL FORMAT ARE TO BE LODGED WiTH
COUNCIL IN ACCORDANCE WITH COUNCIL'S ENGINEERING GUIDELINES.
DETAILED COSTINGS OF AS-CONSTRUCTEO WORKS SHALL ALSO BE SUBMTTED
WITH THIS DATA, WITH COST DISSECTIONS BEING COMPLETED IN ACCORDANCE
WITH STANDARD FORMS OF THE GUIDELINES,

5) THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION OF ALL EXISTING
SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL BE RESPONSIBLE
FOR THE COST OF RECTIFICATION OF ANY DAMAGE WHICH MAY OCCUR. THE LOCATION
OF EXISTING SERVICES SHOWN ON THIS DRAWING IS REPRODUCED FROM LOCAL AUTHORITY
RECORDS ETC. FOR WHICH NO OPINION IS EXPRESSED AS TO THE ACCURACY OF SAME

6) "AS~CONSTRUCTED' ORAWINGS~_ WHERE REQUIRED BY THE LOCAL AUTHORITY ARE THE
RESPONSIBILTY OF THE CONTRACTOR. THE CONTRACTOR SHALL RECORD ALL
CHANGES TO ORIGINAL DESIGN AND ALLOW ALL COSTS FOR THE PREPARATION OF
"AS-CONSTRUCTED’ DRAWINGS IN AN APPROVED ELECTRONIC FORMAT

7)AS A CONDITION OF TENDERING, THE CONTRACTOR SHALL VISIT THE SITE
AND SHALL BE DEEMED TO BE FULLY AWARE OF SITE CONDITIONS,
ANY CLAIM FOR VARIATION ON THE BASIS OF LACK OF KNOWLEDGE OF SITE
CONDITIONS SHALL NOT BE ACCEPTED.

8) WHERE A PARTICULAR MANUFACTURERS PRODUCT IS SPECIFIED OR NOTED,
OTHER MANUFACTURERS PRODUCTS MAY BE SUBSTITUTED.
SUBSTITUTED PRODUCTS MUST HAVE PERFORMANCE AND LONGETIVITY
CRITERIA EQUAL TO OR GREATER THAN THE SPECIFIED PRODUCT.
DOCUMENTED PROOF OF SAID CRITERIA MAY BE REQUIRED.

9) ANY FENCING AROUND THE PERIMETER OF THE PROPERTY THAT IS REMOVED OR
DAMAGED AS A RESULT OF WORKS ASSOCIATED WITH THE SEWER RELOCATION IS TO
BE RESTORED 10 ITS PRESENT CONDITION AT THE CONTRACTORS EXPENSE.

10) UNLESS PRIOR PERMISSION HAS BEEN GRANTED BY UNITYWATER, THE CONTRACTOR
SHALL ARRANGE FOR LIVE SEWER WORK TO BE UNDERTAKEN BY UNITYWATER
DAY LABOUR, ALL COSTS SHALL BE MET BY CONTRACTOR:

11) CONTRACTOR 10 WAKE ARRANGMENTS TO DIVERT SEWAGE FROM UPSTREAM SEWER
MAN WHILST CONSTRUCTION OF SEWER DIVERSION TAKES PLACE.

12) ALL SEWERS SHALL BE 1508 uPVC CLASS SNB RR. TO AS 1260 UNO,
SEWERS DEEPER THAN 3m SHALL BE uPVC CLASS 12 PRESSURE PIPE 10 AS 1477
OR PRIOR APPROVED EQUIVALENT. INSIDE EDGE OF CLASS 12 PIPE SHALL BE
CHAMFERED TO PROVIDE A SMOOTH TRANSITION TO OTHER CLASSES OF PIPE.

13) ALIGNMENT: — WITHIN LOT
FRONT & REAR BOUNDARIES: 1.5m
SIDE BOUNDARIES: 1.0m
FOOTPATH: 2.80m FROM FRONT ALIGNMENT

14) BEDDING SHALL BE TYPE 1 UNO AND PLACED AS PER STD DWG 9813.
IN COASTAL SAND TERRAIN, EXCAVATED MATERIAL MAY BE USED SUBJECT TO
APPROVAL BY MANAGER. IN OTHER AREAS USE 5~10mm WASHED SCREENINGS
OR 20mm WASHED SCREENINGS AS ORDERED BY WORC MANAGER
MINIMUM COVER SHALL BE 1,00m FOR ALLOTMENTS & FOOTPATHS & 1.50m FOR
ROADWAYS.

15) MANHOLES SHALL BE 10508 PRE-CAST UNO & CONSTRUCTED AS PER
THE LOCAL AUTHORITIES STO DWGS

16) MANHOLE LIDS SHALL BE FINISHED:
FOOTPATHS. ~ FLUSH. Wil, SURFACE
ALLOTMENTS ~ 0.075m ABOVE fl
ACL MUST FOLLOW THE SLOPE ANO BATTER OF ADJOINING TERRAN

NOTE:
‘ALL WORKMANSHIP 1S TO BE TO THE SATISFACTION OF THE
UNITY WATERS WATER AND SEWERAGE ENGINEER

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

K_ {27.09.12 SEWER DIVERSION REVISED. JS
J 417.09.12 ‘SEWER DIVERSION REVISED IS
H 1} 23.02.12 ‘SW TREATMENT AMENDED JS
G72 ‘STAGE_1 STORMWATER ADDED IS t-&
FF} 16.00.01 ADDRESSION COUNCIL RFI Ss
E_102.09.10 ISSUE FOR APPROVAL JS rr
D_}13.08.10 ISSUE FOR APPROVAL JS
C | 10.08.10 ISSUE FOR APPROVAL IS im
B 114.07.10 PREUMINARY ISSUE JS
A {18.06.10 APPROVAL JS im
issue] wre REVSION TESCRED
. SPICE CONSULTING =
\ CONSTRUCTION HYDRAULICS CONSULTANTS
PO BOX 1406 BUDERIM Q 4556 r-2
Telephone 07 5445 3888
QBSA Facsimile 07 5445 3824 Fr |
1124616 Email - [email protected] AHSCA
‘a CONTRAST CONSTRUCTIONS P/L L
DRAWING LEVEL: AHD
PART SITE PLAN 1 of 2 Scale o~
SEWER & STORMWATER 25 -
DIVERSION PLAN Al~ 15250) oNge
A3—_1:500 =
PROJECT STATUS jSSUE >
ESSENCE APPROVAL fe
MIXED USE DEVELOPMENT O64. Ol J
DAVID LOW WAY 964 - OP 1 +
PEREGIAN BEACH ‘too 4