Original source · versioned page text
N13078 - 2014.10.17 - 2 Of 2
Attached to the e-mail OPW14/0197 - Amended Plans for Approval (Email 2 of 5).
LEGEND
STRUCTURE TYPE
900B CONCRETE LOCATED IN
@ | ROADS, FOOTPATHS OR LOTS.
DEPTH<3.00m
1200% CONCRETE LOCATED IN
F | ROADS, FOOTPATH OR LOTS.
3.00m<DEPTH<4.25m
1200% CONCRETE LOCATED IN
ROADS OR LOTS. DEPTH>4.25m
600% PE MAINTENANCE SHAFT
MS | LOCATED IN FOOTPATHS OR LOTS.
1.30m<DEPTH<5.0m,
STORMWATER LINE
JORIZONTAL BEND.
STRUCTURE COVER TYPE
B__ | NON-TRAFFICABLE
D | TRAFFICABLE
D(BD) | TRAFFICABLE WITH BOLT DOWN
MAINTENANCE HOLE DROP TYPE
FALL THROUGH MH
al>
OBLIQUE 45° BACKDROP
D__| EXTERNAL BACKDROP.
MAINTENANCE SHAFT DROP TYPE
MS-A | BULB CONNECTION (20mm/OBVERT)
MS-B| RISER CONNECTION {>=750mm)
NOTES:
1, ALL PROPERTY CONNECTIONS TO BE 110%
UNLESS NOTED OTHERWISE.
@ CROSS ROAD HOUSE CONNECTIONS
\ >
\
STORMWATER LINE
DN 375 (IL 1137 approx]
WATER MAIN DN100
| —— CONCRETE BUL!
SEQ. STD. DRG. 1206-1
i
STORMWATER LINE
EFER LIVE WORKS
FOR CONNECTION DETAILS
STORMWATER LINE
DN 375 (L 14.54 approx]
WATER MAIN
HAND MAE OM “YY MY ®) &) Yaw!” Ow @)
MANHOLE TYPE & DROP 2 lg ee £|2 2. 22 2 42 “<2 “2 22 ¥le ge g
LID TYPE 2 8 | 8 | S | 6 | 6 a a 2
JUNCTION LINE & DROP ~ . le [ls
T T T T
DEPTH TO HC | | | | BIR)R Ea Ea Ea
| | | |
HOUSE CONNECTION | algle 3 a} 8
INVERT LEVEL | | | aisle = z 2
HC TYPE | ales G S g
HC LOT No L_=lels g = z
CH. FROM D/S MH | 8 g g) &
4 2 a
KHEADS TO
DN 225 (IL
|
L
WATER MAIN DN150
/
\ —>~ ae
DATUM | a ) | ‘DATUMRL 10.0! J
STREET ETC t t t t T t t t
| | | | | | | |
DIAMETER | | | 160 PE100 CLASS SDR21 | f } 1
GRADE 4: 180.00 a 1: 1.00, | 1:55.00 1:55.00 | 1: 2150 1:2150,
T+ 4 t+ TH 7 TH rt TH 114
JUNCTION INVERT LEVEL 8 ||| 8 b}| ll 8 i!) 8 bli ot 2 i i!i 8 i! bl} od lt z
. Eloi Li ply * phy Ll | — Ll ply = Ll Lt | | -
~ ale aatel of. ol CI TI ale! ole lel OL ele LE! J, aL! JJ. CLL AI. CLL CII o cele _
DEPTH TO INVERT = af Sale| S/& SSR) FBS SBR 8/8 BSE) Ss S/§ S68) S/5 S88) S/6 SRR S/= SSe SIRE) SF = a2 8
1 | 4 14 rl i 14 i 14 | tL i 14 i 14 i 14 | |
INVERT LEVEL zs als els! gle gel sel sla eeyl slg gel gk! gis skal sls see! gle sel slg gig! sile's! 5 g 28 z
OF SEWER SF efe Gels Se SRR) Sr) sje see) sls sel se s/= see, ala | 3/3 Ss, sls ee) sisle) s = sje 2
1-4 htt rH tHt+—- 4 rH tH ttt 4
DESIGN SURFACE es} =| galsi g| geki gag g) $88 §| SEE SBE S| 88S 3) S88 g| see 2) SBR Bigg) g} = 8 8
LEVEL “ery MP ery erry Ft] SRR RP OFRR) FRR) FOF Of] ORR) A) FPR Of] FRR) FRR FOF . .
os ~ a sls! es splighe| cole 2 elelel abel als z algel = wkel ¢ aesl = agel glelel 2 e 2 2
RUNNING CHAINAGE S| S| 3s!8| 8] gee see 2) see gs} EGE eeel S| aslel S| eel g| See 2) sels giglsl a} = 3 S
ey pe Srey See * “er * “ce * ee” eer sy - *
16.622 24.819 15,398 6.256 11.936 5.16 21,939 26.749 25.000 20.270 45.930 16.940
FILE; NIBO78-203.dwq_ DATE; 16-10-2014 TIME: 16.06
Pxref's: X-NBBOI8-TIT X-NIBO78-BASE X-NIBO78-SEWER RETICULATION USR: Curtis Boorman
g
g
2
$
a
5
PROPERTY CONNECTION
BLE
TYPE A
STANDARD & EXTENDED <0,300m
a
=, Zl ae
At
4
His RSD
a3} A, Le A
a
%0
TYPE B
SLOPED CONNECTIGN 0.301m-0.500m
e
BI <4 4 B2
0.50 max- 0.50 max-
vias fH)
B3 bt | i Bu
50 max! | 0.50 mex
TYPE C
VERTICAL RISE 50.50im
a im re] 0
4.50 max: 1.50 max
MS. Ms [2
C3 | 0.75 min 0.75 min Ch
MH MH [2
TARST | CALCS [ORAWN] _ DATE
LF eon
i
AMENDMENT DETAILS
SURVEYOR: RPS
Nt [a [ 2606.1 [UD TYPES AMENDED
1 INNOVATION PARKWAY, BIRTINYA
Ph (07) 5436 7888 Fax (07) 5493 6630
@ [ce | 16.10.4 [ SURFACE PROFILES AMENDED
LL ——_————
[ea
O4zmzOzmE>
Palm o] oe] >
FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LT0
“CLIENT
QM PROPERTIES
‘PROJECT
anew i fr ibs LAKE DOONELLA NOOSA
STAGE C1 - C6
BROWN
‘Brown Consulting (QLD) Pty Ltd
DRAWING TITLE
SEWER RETICULATION
LONGITUDINAL SECTIONS
SHEET 1 OF 4
Logo 3, 14 nonaton Polvo, Bitingy QUD Antli 4575,
Forsinile 07 54709282 BOD
ey
‘DRAWING NUMBER
Smart Consulting
N13078-203
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