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Response to information request REC13/0095
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LEGEND: PROPOSED SERVICES SEWER RETICULATION STANDARD DRAWINGS SEWER NOTES:
Callaghan & Toth
SEW-1201 PIPEUNE EMBEDMENT AND TRENCH FILL TYPICAL ARRANGEMENT 1. Unity Water to submit prices for
o PROPOSED SEWER &: MANHOLE Civil, Environmental &
SEW-1202 PIPELINE STANDARD EMBEDMENT FLEXIBLE AND RIGID PIPES -
live cut-in works only
~ Hydraulic Engineers
-e- FUTURE SEWER ALIGNMENT SEW-1316
SEW-1317
SEW-1300
SEW-1301
MAINTENANCE SHAFTS TMS AND CONNECTION INSTALLATIONS
MAINTENANCE SHAFTS TYPICAL MS COVER ARRANGEMENTS
MAINTENANCE HOLE SEWERS < OR
TYPES PI & P2.
MAINTENANCE HOLE SEWERS < OR
=
=
DN300 PRECAST
DN300 CAST IN-SITU
2.
3.
All live water and
carried out
All sewer
accordonce with
works are
sewer connections to be
by Unity Water at applicants cost.
to be carried out in
Unity Woter Sewer Specification
~~-==
.
II 8/41
PO BOX 2305
NOOSA HEADS 4567
Sunshine Beach Rood
Phone 54749081, fax 54749041
WWVI.callO<jhonandtoth.com.au
TYPES Cl & C2. datum AHD DERIVED
SEW-1302 MAINTENANCE HOLES PIPE CONNECTION DETAILS 4. Maximum HCB depth 1.5m for Unity Water
PSU 178243
SEW-1303 MAINTENANCE HOLE SEWERS < OR = DN300 CHANGES IN approval, ony HCB’s deeper than 1.5m to Origin (B.M.) RL 108.138
LEVEL DETAILS be adjusted to Unity Water satisfaction
SEW-1304 MAINTENANCE HOLE SEWERS < OR = DN300 TYPICAL CHANNEL
5. All existing services are to be located approved
ARRANGEMENTS.
SURVEYED BY
1<<:8 UH ST SEW-130S MAINTENANCE HOLES TYPICAL CHANNEL DETAILS before commencing excavation.
TYPE A MAX WATTERSION a ASSOCIATES
O/S 1.0 SEW-1306 MAINTENANCE HOLES ALTERNATIVE DROP CONNECTIONS 6. Manhole Drop type to be in accordance with PHONE 54 426 121
SL 102.56 WSA standard drawings SEW 1300-1306.
IL 101.56 LOT 10
~ LOT 1 ~1{)~__-
project
PROPOSED 3 LOT
RP173883
SUBOMSION AT 55 LAKE
MacDONALD DRIVE COOROY
HC8 MH SIlJ8
TYPE A
Client
O;S 1.0
,[L lb~26~0 LOT 11
II V EV PlY LID
N
II
[mi’
SEWER LAYOUT PLAN
]
"’" LOT 136 on MCH978
LOT 12 C>
a-
Parish of TEWANTIN
County of MARCH
~ "’"
----// LEGEND: EXISTING SERVICES
-------
BanOM OF BANK
SUNSHINE COAST COUNCIL
Locality of LAKE MacDONALD
t, L L 10 I 01 ,10 10 L 10 I I
TOP OF BANK
I( FSL 1
~
LMDDlt06/3)
( 0.915
(LMD01(?;~0.)
FSL 1 L5
~
I
-----
I I
-
,I I
..LI.J.L
(I
-
J
-
I I (
EDGE OF BITUMEN
BUILDING
CENTRE LINE
CONCRETE
o
SCALE
2.5
scale
5 7.5 10 12.5 IIden 25
~
~ SCALf SHOWN IS ORIGIN \\1NC SCALf
DO NOT SCIU fROIoI 1HIS WlNG
1:500(A3} US!’ OHlY OOEHSIOIIS P!!O\1OED
D- DRAINAGE
eMD01/06/02)
FSl 100.979
I EASEMENT
FENCE
REVISIONS
revision details date
EDGE OF GRAVEL REVISED fiLL EXTENTS 08 13
I KERB &: CHANNEL
A
,,/ ,/
OVERHEAD POWER
CONTRACTOR TO CORE DRILL
CONNECT NEW SEWER &: PLUG
I -s-SEWER
UNITYWATER TO REBENCH &: --
’vi WATER MAIN
REMOVE PLUG fiLES
@ EXISTING WATER METER
. EXISTING WATER HYDRANT
MANHOLE SETOUT POINTS FOR APPROVAL
--=- EASTlNG NORTHING
~--
S Sheet 11 of 14 sheets
491495.158 7079152.861
--\.I--S 491498.542 7079168.004 drawing number
--"-- --
___ \.I S -
_--== 491520.465
491533.424
7079173.970
7079177.478
1225-27
491543.468 7079200.044
491546.991 7079225.061 dote 15th JUNE 2013
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