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1856-S01_S18
JOINS PLAN 1856-S04
5m
LEGEND - NEW FEATURES
Y
1.7
LL
NEW DN225 uPVC SN8 SEWER
GU
NEW DN150 uPVC SN8 SEWER
G
NEW OD250 SEWER RISING MAIN
LOT 3
TIN
CONDUIT FH
1
4
4.004Ha
IS
1
3 NEW SEWER MANHOLE
EX
HB1
C
4
HB1
D
3 NEW SEWER HORIZONTAL BEND
1
A
5
RO
HB1
EXISTING RESIDENTIAL 5
UNIT COMPLEX
HB1
LOT 4
1.75
FH
6 1
16
m
5
SP222982 HCB MH STUB
TYPE A N
O/S 10.0 EW
5
1 HB1
6 SL 4.00 16 D
IL 2.60 LOT 4 HCB MH STUB HB1 N
15
50
NE
1 17
2365m2 TYPE A 14 0
1
HCB MH STUB
W
O/S 4.00
DN
5 TYPE A
DN
SL 7.96 22 LOT
O/S 24.62
5m N
W
IL 6.46
22
N
D 7
1.7 SL 8.43
EW
NE
EW
5
5m IL 5.67
HO
2.5 N
D
N
HB1
15
1
FM
17
JOINS PLAN 1856-S07
0
7
LOT
LOT 5
AN
1
15 LOT HCB MH STUB
13
2307m2 8 TYPE A
5
N
O/S 26.59
DR
SL 8.27
HCB MH STUB HCB MH STUB LOT 6 HB1 IL 6.65
TYPE A LOT 8
I
TYPE A 16
9m
2473m2
VE
O/S 5.50
2.3
O/S 25.43
SL 4.34 1 SL 4.94 HCB MH STUB
HB1
15
3257m2
5
IL 2.84 HB1 8 IL 3.54 TYPE A 1
7 O/S 5.50 12
1 HB1
5 9 SL 5.68 14 NEW
HCB MH STUB
NE IL 4.28 DN1 TYPE A
LOT 15 HB1
1.75m
W 50 O/S 5.50
8 DN
4238m2 22 5 225 SL 8.30
HB1 5 DN HB1
IL 6.40
0
W
NE
15
9 13
1 LOT
DN
HB1 HB1
11 9 LOT 9
3202m2
W
10 1 HB1 12
NE
10 11
HB2
1 HOFMANN DRIVE
DB
1.75 HCB MH STUB
m
ROA
HB2 TYPE A
2 O/S 3.00
SL 4.66
2 IL 3.16
1 1.75m RO
AD
HB2
LOT 16 A
NE
3 4339m2
W
2
DN
2
LOT 14
B
5 0
1
N1
50
3951m2
AD
D
ATTENTION: CONTRACTOR W 2
NE 3
RO
5m
HCB MH STUB LOT
2
MINIMUM CLEARANCES
1.7
1.7
TYPE A 14
0
6
5m
NEW
15
O/S 18.69 DN1
50
DN
SL 3.10 HB2
1. STORMWATER SHALL ALWAYS PASS OVER IL 2.75 4 LOT
10
W
2 2 HB2
SEWER MAINS WITH 500mm VERTICAL 4 9 HCB MH STUB
NE
HB2 55 TYPE A
CLEARANCE. 5 NEW DN150 HB2
O/S 21.29
NEW DN150
NE
2. WATERMAINS SHALL ALWAYS PASS OVER 8
SL 5.56
LOT HB2
LOT 10
W
HB2
SEWER MAINS WITH 500mm VERTICAL 13 6 IL 3.80
7
DN
CLEARANCE. HCB MH STUB
TYPE A 4686m2
15
3. ELECTRICAL SHALL ALWAYS PASS OVER SEWER O/S 21.17
0
MAINS WITH 300mm VERTICAL CLEARANCE. SL 4.62 LOT
IL 2.59 11
IT IS THE CONTRACTORS RESPONSIBILITY TO LOT HCB MH STUB
MAINTAIN ACCEPTABLE VERTICAL & HORIZONTAL
LOT 13 12 TYPE A
CLEARANCE AS OUTLINED IN THE SEQ CODE. 4078m2 HCB MH STUB
O/S 20.36
SL 4.97
TYPE A IL 3.04
O/S 19.76
SL 4.78 LOT 12 LOT 11 55
JOINS PLAN 1856-S06
IL 2.79 7942m2 4967m2 5
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 5 OF 20
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 SEWER LAYOUT PLAN S05 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 2 OF 8
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