Attachment 5 - Concept Sewer Reticulation · MCU13/0251

Page 2

ConcerT Sener ——

GENERAL NOTES:

ISSUE ISSUE DATE REVISION

1 18.10.2013 CLIENT REVIEW
2 06.11.2013 CLIENT REVIEW
3 08.11.2013 CLIENT REVIEW
4 12.11.2013 CLIENT REVIEW

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DEVELOPMENT SUMMARY
PARKING
CARS 67
STAFF 13
DISABLED 2
TOTAL 82
SRV 2
HRV 1
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For| SALE 4 i
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ARCHITECTURE

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PROJECT:

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LOCATION:

DAVID LOW WAY, PEREGRIAN

 

SITE PLAN
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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
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Fre 3950
377
Fr 4250
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FRC 4280
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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
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RL REDUCED LEVEL
RPO REAL PROPERTY DESCRIPTION
swe STORMWATER WANNOLE

 

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REFER TO STRUCTURAL
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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

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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
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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
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DRAWING LEVEL: AHD
PART SITE PLAN 1 of 2 Scale o~
SEWER & STORMWATER 25 -
DIVERSION PLAN Al~ 15250) oNge
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PROJECT STATUS jSSUE >
ESSENCE APPROVAL fe
MIXED USE DEVELOPMENT O64. Ol J
DAVID LOW WAY 964 - OP 1 +
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Page 4

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PITCHED SPILL WAY (ACCESS
ROAD) VA CONCRETE
HEADWALL GRADNG IMO.
BORETENTION BASIN CIB

EXTENT OF SHADING DENOTES.
STONE PITCHED SPILL WAY

 

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KEY PLAN
NTS
K_ {14.06.12 STORMWATER LEVLES REVISED. JS
J [3105.12 STORMWATER PIPEWORK. REVISED S r
H 123.0212 ‘SW TREATMENT AMENDED Js
6 [iit SSTAGE_1 STORMAATER ADDED s 78
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© [01.09.10 ISSUE FOR APPROVAL 8
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u_|77.09.12 SEWER OVERSION REVISED 8
[1708.12 SEWER DVERSION REVISED 8 im
issvel_OATe ROVSON DESIRED
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Telephone 07 5445 3888
QBSA Facsimile 07 5445 3824 rw
1124616 Email — [email protected] AHSCA
vENT CONTRAST CONSTRUCTIONS P/L L
DRAWING LEVEL: AKD
PART SITE PLAN 2 of 2 SCN:
SEWER & STORMWATER fa eR -
DIVERSION PLAN al 4 TNE
A3-_1:500 o
PROUECT STATUS ISSUE
ESSENCE APPROVAL it
MIXED USE DEVELOPMENT O64. op2 M
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