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Attachment 2 - Operational Works Plans
Attached to the e-mail Complete - Response to Info Request MCU17 0563.msg.
Plans and drawings
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Log in to see the plans as drawn EXISTING TELSTRA LEGEND
PROPOSED BUILDINGS
EXISTING
ELECTRICITY
RETAINING WALL BY OTHERS - PROPOSED DRIVEWAY
REFER STRUCTURAL
ENGINEERS DETAILS D D D D D
EXISTING STORMWATER
EXISTING DRIVEWAY TO BE EXISTING SEWER
MIN.FALL 1 IN 100 (TYP) EXISTING SEWER MAIN
REMOVED, KERB AND CHANNEL SWG
AND VERGE TO BE REINSTATED EXISTING WATERMAIN
IN ACCORDANCE WITH COUNCIL EXISTING ENERGEX - UNDERGROUND
REQUIREMENTS
EXISTING TELSTRA
THE COCKLESHELL PROPOSED RETAINING WALLS
GP1 GP1 GP1 (BY OTHERS)
FSL: 2.55 FSL: 2.55 FSL: 2.30 PROPOSED KERB ADAPTORS
IL:1.97
PROPOSED 450 SURFACE GULLY
GP1 PIT WITH PIPE JUNCTION BOX
PROPOSED SWG. SIDE ENTRY
90mm DIA uPVC STORMWATER SWG OVERLAND STORMWATER GRATE.
REFER TO DETAIL
CONNECTION. GRATED DRAIN TO
CONNECT TO KERB ADAPTORS
'ENTRY ONLY' SIGN
NEW KERB ADAPTER IN
ACCORDANCE WITH IPWEA STD
DWG RS-081 GP1
FSL: 2.55
0.000
2.948
IL:1.90
CONCRETE SLEEPER
LINEMARKING MIN.FALL 1 IN 100 (TYP) RETAINING WALL
PROPOSED DRIVEWAYS AS PER
RP BOUNDARY
IPWEA STD DRG RS-049
(TYPE 5) & RS-050
FILLED ALLOTMENT
10.000
20.000
28.311
EXISTING WATER FSL
GP1
METER TO BE STORMWATER EASEMENT
FSL: 2.30
RELOCATED
IL:1.86 NEIGHBOURING ALLOTMENT
DRIVEWAY 1 NSL NSL
'NO ENTRY' SIGN
4.00m
EXISTING STORMWATER BOTTOM WALER
EXISTING SW PIT REPLACED WITH TRENCH STORMWATER PIPE SET BELOW
10
SL:1.68 2 GRATE LAID ON SIDE N.S. TO ACHIEVE 1:100 FALLS
.
AY
00
IL:0.68 W GP1
VE
0
I FSL: 2.30
EXISTING WATER DR PROPOSED FIELD INLET PIT SIDE ELEVATION
CONCRETE SLEEPER
METER TO BE LINEMARKING (TYPE 2B) TO CONNECT TO COUNCIL'S IL:1.86 RETAINING WALL
RELOCATED STORMWATER PIPE. AS PER IPWEA STD DRG DS-050 1000 MIN
'EXIT ONLY' SIGN SL:2.40
PROPOSED DRIVEWAYS AS PER
MIN.FALL 1 IN 100 (TYP)
IPWEA STD DRG RS-049 GP1
(TYPE 5) & RS-050 FSL: 2.30
IL:1.90
NEW KERB ADAPTER IN
ACCORDANCE WITH IPWEA STD
DWG RS-081 200 (H) TRENCH GRATE
90mm DIA uPVC STORMWATER LAID ON SIDE IN PLACE OF
BOTTOM WALL EXTEND
CONNECTION. GRATED DRAIN TO FRONT ELEVATION 100mm PAST POSTS
CONNECT TO KERB ADAPTORS
EXISTING DRIVEWAY TO BE EXISTING SEWER
REMOVED, KERB AND CHANNEL
AND VERGE TO BE REINSTATED
IN ACCORDANCE WITH COUNCIL GP1 GP1 SCALE 1:60 (A3)
UP UP GP1
REQUIREMENTS FSL: 2.55 FSL: 2.55 FSL: 2.30
SWG'S TO BE LOCATED ADJACENT TO LOW POINT IN
IL:1.97 NEIGHBOURING ALLOTMENT TO CAPTURE PONDING CAUSED BY
RETAINING WALL CONSTRUCTION REFER DETAIL
PROPOSED 2.0m FOOTPATH AS
PER IPWEA STD DRG RS-065
SWG
2.00m
EXISTING KERB AND CHANNEL
MIN.FALL 1 IN 100
(TYP) CAUTION -
EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE EXACT
LOCATION OF ALL EXISTING SERVICES IN THE VICINITY OF THE
PROPOSED WORKS PRIOR TO THE START OF ANY CONSTRUCTION.
THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO
EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.
360 CIVIL CONSULTING PTY LTD No Date Amendment
Design: J.A.G FOR APPROVAL CLIENT: JOHNSON COLES, JOHNSON, RANDALL & HUSSAIN JOB NUMBER
A 08-03-18 CHANGES AS PER COUNCIL RFI
ABN: 13 609 593 339 Drawn: J.A.G PROJECT: PROPOSED DUPLEX DEVELOPMENT
BEATRICE GIBBERD RPEQ 14557 - DIRECTOR AND PRINCIPAL ENGINEER
2017115
23 OOGAR STREET, MAROOCHYDORE. QLD 4558 Date: 04/11//17
BEATRICE GIBBERD RPEQ 14557 AT: 30-32 COCKLESHELL, NOOSAVILLE
DRAWING No:
Mobile: 0403 862 009 Email: [email protected] Checked: B.G. DATE: 04/11/2017 LOT 11 ON RP138550 & 0 BUP6971
THIS PLAN IS COPY PROTECTED BY 360 CIVIL CONSULTING PTY. LTD.
Datum: A.H.D. Size: A3 TITLE: STORMWATER AND DEVELOPMENT LAYOUT PLAN
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