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SCG Engineering Plans
Attached to the e-mail MCU18/0003 - 20 Nannygai Street, Noosaville - Response to information request.
Plans and drawings
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Log in to see the plans as drawn 35
8.
8.
29
34
RP63879
(Highset House)
1.3 O.Nail
1.2
Emt A
9
1.6
8
Kerb
1.6
CP
9
SP233494
6
SP124749
1.4
1.7
0
1.6
1.6
1. 4
0
9
6
1
1.7
1.7
1.9
1.8
O.Nail
1.8
6
2
6
8
1.75
4.
0
71
1.8
1.7
5
7
1.6 1.8
1.8
8 3
1.7
1.7
0
1.8
6
6
1.7
1
9
5.
1.6
37
1.7
9
O.Nail in Kerb
4.
6
RL 1.42m
99
TBM 1.7
1.7
5
6
NANNYGAI STREET
20.117m
314°0'
2
1.3
5. 5.3
.3
1.6 1.6
10 9
3
4
7 7
Gate
1.4
FL
4
2
2. .46
1.8
1.9
35
1.6
1.8
2
6
1.8
Lip of Barrier Kerb
6
6
1.8
2
9
5.
13
5.
1.6
1.6
09
5
5.
9
01
5.
07
1.3
1.6
1.4 1
1.7
6
9
6 .44
4
1.6
Gate
7
1.8
5
1.9
0
1.3
1.4 6
1.7
6
1.8
4
1.4
1.6
1.7
1
1.8
0
4
5
3
5.
79
1.6
1.4
1.3
3
6
5
CP 2
BUP6914 GTP101191
. . .
Revision Description Date
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title: OPERATIONAL WORKS:
WATER SUPPLY & SEWER
Project Lot 36 Nannygai Street
Noosaville
Date: Jan 2018 Drawn: CK Design: TH
Drg No.
Rev. - 10.06.16
Rev.
Checked:
27285-OW5 .
[OCR of page images]
DRAWING SIZE - A2
a
|
LOT 36 ON RP 63879
Level Datum AHD
Level Origin PSM97268, RL 1.589m
INSTALL DOMESTIC 25 Diam BRANCHS CONNECTION
AND METERS FROM WATER MAIN IN ACCORDANCE
WITH UNITYWATER SPECIFICATIONS & DETAILS.
WORKS BY UNITYWATER AT DEVELOPERS COST.
REFER TO HYDRAULIC CONSULTANTS DRAWINGS
35
ao en RP63879
(Highset House)
; EX. EASEMENTnt at
° ‘SP233494
EXISTING PROPERTY z
BRANCHES & METERS TO BE - a q_ RP. BOUNDARY a ~
DECOMMISIONED.
+ +
—— =
NEW 256 DIAMETER | xt
BRANCHES FROM —— .
WATER MAIN “St c lf 4
r ‘|i HOUSE 2 ° :
© \ | FFL 2.70, i
- Y ry
Ww Hp :
wt J AI SL. / J
V4 bie POOL
EE | ar 4 Zé L L ZL J + +
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< af | ! SO, TA ie * I
2 z | + Sy SS Vey MY / ie
Zz au [] |Gecs ‘
Z #7". i SN HOUSE 1 L | |
zZ I Ay | { FFL 2.70,
S. So +
ti 8 . Y) |
| y= 3 YY. |
| + 4
UNITYWATER APPROVAL TO BE OBTAINED ALL | oe ee
Jom | * QUNDARY SOS
7
+- — —— +
FOR METER REQUIREMENTS. i Se
q | INTERNAL WATER SUPPLY, K J |
| RETICULATION BY HYDRAULICS ( |
“2 | CONSULTANT. TYPICAL. |
| | BUP6914 |
| + |
SITE PLAN — WATER SUPPLY & SEWER CONNECTION
Scale 1: 200
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
CIVIL CONTRACTOR TO POT HOLE
AND EXPOSE EXISTING SEWER TO
CONFIRM DEPTH PRIOR TO
COMMENCING WORKS
EXISTING SEWER CONNECTION BRANCH TO
BE UPGRADED AS NECESSARY. UNITY
WATER CONNECTION APPROVAL TO BE
OBTAINED PRIOR TO START OF WORKS.
REFER HYDRAULICS CONSULTANT FOR
CONNECTION DETAILS. ALL WORKS AT
DEVELOPERS COST.
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY RESPONSIBLE
FOR THE SERVICE
cP
$P124749
GTP101191
KE
EX. SWPT EXISTING STORMWATER PIT
RC. HW. —- REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING
EX. SMH
fnnnnt—1_?>——1_fm1:100 @ A2
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
DRAWINGS ARE TO BE REFERRED TO THE ENGINEER IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
DIAGRAM.
SEWER WORKS:
— ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE
HOLES SHALL BE CARRIED OUT BY UNITYWATER OR AN APPROVED
UNITYWATER CONTRACTOR AT THE CONTRACTOR'S COST
— UNLESS SHOWN OTHERWISE ALL GRAVITY SEWERS SHALL BE 150mm
DIAMETER uPVC CLASS SN8 IN 3.0m MAXIMUM LENGTHS. MINIMUM PIPE
GRADES SHALL BE: -
150 @ PIPE - 1 in 150, 225 @ PIPE - 1 in 290,
300 ® PIPE - 1 in 420
— SEWER MAINS AND MANHOLES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH SEQ SEWERAGE CODE STD DWG SERIES SEQ-1200
THROUGH 1500
— WHERE SEWER MAINS CONNECT INTO EXISTING SEWER MAINS, THE
CONTRACTOR MUST VERIFY THE EXISTING LOCATION AND LEVELS OF THE
CONNECTION POINT PRIOR TO COMMENCEMENT OF ANY
CONSTRUCTION.
— SEWER PIPE LINE BEDDING SHALL BE COMPACTED SAND COMPACTED
TO A MINIMUM 65% DENSITY INDEX AND SHALL BE PLACED IN
ACCORDANCE WITH SEQ SEWERAGE CODE STD DWG SERIES SEQ-1200
—PROVIDE DROPS IN MAINTENANCE SHAFTS AND MANHOLES AS PER SEQ
SEWERAGE CODE STD DRAWINGS
— HOUSE CONNECTIONS BRANCHES (HCB) SHALL BE 100mm DIAMETER
UPVC AND INSTALLED IN ACCORDANCE WITH SEQ SEWERAGE CODE STD
DRAWINGS
— HCB STUBS TO BE EXTENDED A MINIMUM OF 0.5m INTO THE
PROPERTY IT SERVES. HCB LOCATION CONDUITS (ORANGE) 10 BE
EXTENDED 10 SURFACE
— MANHOLE OR MAINTENANCE SHAFT COVERS 10 BE GAS TIGHT IN
ACCORDANCE WITH UNITYWATER’S REQUIREMENTS & SEQ SEWERAGE CODE
STD DRAWINGS
— MINIMUM COVER TO uPVC SN8 COLLARS SHALL BE: -
ALLOTMENTS AND FOOTPATHS 0.9m
ROAD CROSSINGS 1.2m or 0.6m CLASS 18 uPVC FROM MH 10 MH
HYDRAULICS
1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.
2. ALL SANITARY HYDRAULICS AND WATER RETICULATION WITHIN THE
ALLOTMENT BOUNDARY TO BE IN ACCORDANCE WITH AS3S00.
3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF AUTHORITIES
HAVING JURISDICTION, AFTER OBTAINING ALL NECESSARY PERMITS AND
APPROVALS.
4. THE CONTRACTOR IS TO CONFIRM THE POSITION OF ALL EXISTING
SERVICES AS INDICATED ON THESE AND ASSOCIATED PLANS PRIOR TO THE
COMMENCING OF WORK.
5. STORMWATER DRAINAGE PIPES SHALL BE CLASS SH UPVC OR RUBBER
RING JOINTED REINFORCED CONCRETE PIPE LAID AT A MINIMUM GRADE OF 1
IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE
MANUFACTURERS REQUIREMENTS.
6. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A MINIMUM GRADE OF
1 IN 60.
7. WATER SUPPLY PIPEWORK BELOW GROUND IS TO BE ;
63MM DIAM. OR LESS —- HIGH DENSITY TYPE 50
CLASS 12 POLYETHYLENE
8. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK 10 BE
TYPE B COPPER.
WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL JOINS
AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
9. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2419.1. HOSE REELS ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2441.
10. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED IN
VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED WITH EITHER
BRASS OR CAST-IRON COVERS.
11. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
CONCRETE PATH BOXES.
12. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS 10 BE
WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
13. THE TERM ‘SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE DIAMETER
UNLESS NOTED OTHERWISE.
Revision | Description Date
issue: FOR APPROVAL
~) SCG Unit 1/11 Project Ave,
DEBUILD T/A
Noosa Heads
Ph (07) 5455 5604
Title: OPERATIONAL WORKS:
WATER SUPPLY & SEWER
email:[email protected]
web:www.scg-engineers.com
Project Lot 36 Nannygai Street
Noosaville
Date: Jan 2018 Drawn: CK Design: TH
p
Drg No. Rev,
Checked:
sass, [i 2728505,
Rev. 10.06.16
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