Original source · versioned page text
Revised 8256 Eumundi Noosa Road TENDER ISSUE electronically signed 2024-04-11
EASEMENT TO BE COINCIDENT WITH N LEGEND
SEWER EASEMENT TO REAR
(NORTHERN BOUNDARY) OF PROPERTY EXSITING RP BOUNDARY
EXISTING EASEMENT BOUNDARY
EXISTING ELECTRICAL SERVICE
NEW DRAINAGE EASEMENT TO BE EXISTING STORMWATER LINE
REGISTERED IN FAVOUR OF LOT 1
EMT A SP185853
EXISTING SEWER LINE
EXISTING UNDERGROUND COMMUNICATIONS LINE
EXISTING CONCRETE
EXISTING SEWER EASEMENT EXTENTS
PROPOSED OVERLAND FLOW
26
LOT 2 EXISTING SEWER PROPERTY 2 PROPOSED DESIGN CONTOUR
CONNECTION/INSPECTION TEE RP222164
SP151406 PROPOSED BLOCKWORK RETAINING WALL
TO BE USED FOR WORKS BY
HYDRAULIC CONSULTANT PROPOSED ROOF WATER DRAINAGE
IL18.400m
PROPOSED STORMWATER DRAINAGE PIPE
REMOVE EXISTING PROPOSED STORMWATER OPEN DRAIN
BLOCKWORK WALL
PROPOSED FIELD INLET PIT
PROPOSED NEW EASEMENT BOUNDARY
PROPOSED STORMWATER EASEMENT EXTENTS
84
25
70
80
60
.7
50
.
40
30
24
81
4
1 IN 200
EXCESS OVERLAND FLOW IN
NOTES
NEW 600x600 TYPE 2 FIELD MAJOR STORM EVENTS TO FLOW 1. REFER DRG 8256-002 CONSTRUCTION SPECIFICATION.
INLET PIT, PER STD DRG OVER RETAINING WALL AND DOWN
GRASSED 'V' SWALE ALONG REAR OF
IL 18.850 DS-050. GRATE RL 19.580 DRIVEWAY OF LOT 2
20 LOT BEHIND RETAINING WALL. 1 IN 10
REMOVE EXISTING SIDES, MIN 50mm DEPTH (1.0m TOTAL
PIPEWORK WIDTH) TO OUTLET INTO NEW FIELD CONDITION OF EXISTING 2SEWER HOUSE
INLET PIT DRAIN UPSTREAM OFDP327773
INSPECTION TEE 90.000
1 IN 2
TO BE CERTIFIED AS SUITABLE FOR
DP327773
EMT B
FUTURE USE BY QUALIFIED PLUMBER
00
POSSIBLE EXISTING UNDERGROUND
COMMS/NBN SERVICE CONNECTIONS
TO BE RELOCATED 1 IN 6 BATTER
CAUTION !! NEW Ø225 PIPE WITH
450mm MIN COVER
10 1 OVERHEAD
IL 18.770 X.)
DP327773 POWER LINES 1 IN 50 (APPRO LOT EUMUNDI NOOSA ROAD RESERVE
OVERHEAD ELECTRICITY lve
CABLES EXIST IN THIS VICINITY. l Va ro
EXISTING Ø225 PVC DRAINAGE
ont CLEARANCE TO UNDERSIDE OF
BDY RL 19.878
PIPE TO BE RE-USED AS PRIMARY
EXTREME CARE MUST EX IL 18.750 nC CONSTRUCT NEW 600x600 TYPE 2 100mm CONCRETE
r ig atio ter OUTLET FOR OVERLAND FLOWS
BE TAKEN WHILST USING TALL
LOT 1 Tap I r M e FIP OVER EXISTING PIPE 1.0m 1.0m
EQUIPMENT. REMOVE EXISTING ter
PIPE AND CAP Wa FROM EASEMENT TO CENTRE OF REINSTATED CONCRETE FOOTPATH
PIT FOR FUTURE DEVELOPMENT PER IPWEA STD DRG RS-081
REMAINING STUB
CAUTION !! OVERLAND FLOW CONNECTION.
GRATE RL 19.640 THE END OF PIPES INSIDE THE ~0.6% EXIST
UNDERGROUND PROPERTY BOUNDARY SHALL PATH XFALL
15%
0.000 COMMUNICATIONS BE MARKED WITH A 1.0m LONG
UNDERGROUND EXISTING Ø40mm WATER METER TO VERTICAL DN40 WHITE PVC 1% 10%
CONDUIT PLACED AT THE IL OF KIL 19.271
COMMUNICATIONS CABLES BE MAINTAINED AS SINGLE
EXIST IN THIS VICINITY. PROPERTY CONNECTION FOR NEW THE DRAINAGE PIPE
EXTREME CARE MUST LOT 1.
EXISTING 25mm WATER METER TO COMMS AND ELEC COMMS AND ELEC
BE TAKEN WHILST EXCAVATING.
BE REMOVED AND CONNECTION TO CONDUITS, FROM CONDUITS, FROM
MAIN TO BE CAPPED SURVEY SURVEY
Ø300 WATER MAIN
FROM SURVEY
E
CONCRETE FOOTPATH AND
-
VERGE TO BE MADE GOOD CONSTRUCT NEW ROOFWATER
FOLLOWING INSTALLATION OF CONNECTION LINES USING 2/125x75
ROOF WATER CONNECTIONS RHSs (HOT DIP GALVANISED) IN SECTION E
ACCORDANCE WITH STD DRG RS081 SCALE 1:100 -
FOR FUTURE DEVELOPMENT CONTRACTOR TO CONFIRM EXACT
ROOFWATER CONNECTION. LOCATION, DEPTH AND SIZE OF
PROVIDE KERB ADAPTORS TO EXISTING SERVICES AT NEW
EXISTING KERB AND CHANNEL. THE ROOFWATER OUTLET LOCATION BY
END OF THE PIPE INSIDE THE POTHOLING PRIOR TO INSTALLATION
PROPERTY SHALL BE MARKED WITH
A 1.0m LONG VERTICAL DN40 WHITE
D LOT EUMUNDI NOOSA ROAD RESERVE
F
A PVC CONDUIT PLACED AT THE IL OF
-
A RO THE DRAINAGE PIPE
BDY RL 19.878
OOS 1.0m
Tap ete
r
D IN CONSTRUCT NEW ROOFWATER REINSTATED CONCRETE FOOTPATH
UN
te rM CONNECTION LINES USING 2/125x75 PER IPWEA STD DRG RS-081
Wa
UM
RHSs (HOT DIP GALVANISED) IN
E ACCORDANCE WITH STD DRG RS081
FOR FUTURE DEVELOPMENT
THE END OF PIPES INSIDE THE ~1% EXIST
ter EXISTING WATER METER TO PROPERTY BOUNDARY SHALL PATH XFALL
r Me ROOFWATER CONNECTION. BE MARKED WITH A 1.0m LONG
16%
Wate BE REMOVED& CONNECTION
PROVIDE KERB ADAPTORS TO
TO MAIN TO BE CAPPED EXISTING ACCESS CROSSOVER VERTICAL DN40 WHITE PVC 1% KIL 19.770
AND DRIVEWAY TO REMAIN EXISTING KERB AND CHANNEL. THE CONDUIT PLACED AT THE IL OF
END OF THE PIPE INSIDE THE 2/175x75 RHS ROOFWATER
THE DRAINAGE PIPE OUTLETS TO KERB
PROPERTY SHALL BE MARKED WITH
A 1.0m LONG VERTICAL DN40 WHITE ASSUMED COMMS ASSUMED COMMS
PVC CONDUIT PLACED AT THE IL OF AND ELEC CONDUITS AND ELEC CONDUITS
THE DRAINAGE PIPE
ASSUMED Ø300
WATER MAIN
SECTION F
SCALE 1:100 -
0 2 4 6 8 10m 0 1 2 3 4 5m
SCALE 1:200 ( A1 SIZE) SCALE 1:100 ( A1 SIZE)
TENDER ISSUE
© Black & More Client Drawing Title
This document is and shall remain
Black & More
ABN 19 609 960 232
BDH GROUP INVESTMENTS
the property of Black & More. Project
170-174 EUMUNDI-NOOSA ROAD REDEVELOPMENT
Revisions
This document may only be used
for the purposes for which it was
ATHERTON | CAIRNS | NOOSA |
NORTH LAKES | TOOWOOMBA
SITEWORKS & DRAINAGE LAYOUT
commissioned and in accordance Drawn Drawing Approved Date 10/04/2024
with the Terms of Engagement for Telephone (07) 4031 9944 WM Check KMK Original signed by
Telephone (07) 5447 4444
A ISSUED FOR TENDER PM PM 10/04/24
the commission. Unauthorised use
P. Mathers RPEQ 6954 Drawing Size Scale (A1 size) Drg No Revision
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
KMK
Design
Check PM Drawing is not to be used for construction unless approved A1 AS SHOWN 8256-010 A
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