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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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SP233494
CP
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
4.
1.75
1.8
0
71
1.7
5
7
1.6
1.8
1.8
8
1.7
1.7
3
0
6
6
1.7
1.8
9
5.
1
1.6
37
1.7
9
O.Nail in Kerb
4.
6
RL 1.42m
99
TBM
1.7
1.7
6
NANNYGAI STREET
5
20.117m
314°0'
2.
1.3
5. 5.3
1.6 1.6
34 L2. .35
1.4
10 9
3
7 7
Gate
4
F 2
1.8
1.9
1.6
46
1.8
2
6
Lip of Barrier Kerb
6
6
1.8
1.8
9
2
5.
13
5.
1.6
1.6
09
5
5.
9
01
1.7
1.3
5.
1.6
1.4 1
4
07
6
9
6 .44
1.6
Gate
7
1.8
5
1.9
0
1.3
1.4 6
6
4
1.4
1.6
1.7
1.7
1.8
1.8
4
5
1
5.
3
0
79
1.6
1.4
1.3
3
6
5
CP 2
BUP6914 GTP101191
A
. . .
.A. .NEW ARCHITECTURALS. .23.02.2018
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:
STORMWATER MANAGEMENT
Project Lot 36 Nannygai Street
Noosaville
Date: Jan 2018 Drawn: CK Design: TH
Drg No.
Rev. - 10.06.16
Rev.
Checked:
27285-SW1 .A.
[OCR of page images]
DRAWING SIZE - A2
ALL PIPES TO BE
LAID AT 1 IN 100
MIN. UNLESS NOTED
LOT 36 ON RP 63879
Level Datum AHD
Level Origin PSM97268, RL 1.589m
10
Za
PROVIDE MIN 1 in 150 FALL ALONG
LENGTH OF SWALE. DRAIN TO APPROVED
POINT OF DISCHARGE
IN
TYPICAL SECTION OPEN GRASS SWALE
3——
vereezdS
do
+
+
AUSDRAIN a IROMODULE 2 \
=
Ss
=
2
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
RAINFALL
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 10 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.
HYDRAULICS
1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. REFER 10
ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.
2. ALL SANITARY HYDRAULICS AND WATER RETICULATION WITHIN: THE
ALLOTMENT BOUNDARY 10 BE IN ACCORDANCE WITH AS3500.
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
, INFILTRATION S__REFE | SERVICES AS INDICATED ON THESE AND ASSOCIATED PLANS PRIOR 10
PROVIDE GALVANISED 2/125x75 “ m | DETAIL ON THIS SHEET THE COMMENCING OF WORK.
Ree PES Tors) ners ° j | o RUBBER RING SONTED RENFORCED CONCRETE PPE LAI AT A
RHS PIPES 10 FINISH PIPES ACROSS RR Pasar (Haset House) EX. SMH ROOF RUNOFF MINIMUM GRADE OF 1 IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED
Al 10P OF STANDUP FOOTPATH, : DRIVEWAY IN ACCORDANCE. WITH THE MANUFACTURERS REQUIREMENTS.
. Y 6. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A MINIMUM
S EX. EASEMENTnt at GRADE OF 1 IN 60.
| — a ee RE
ee . -
° WwW . CLASS 12 POLYETHYLENE
. 2/125x75x4.0 RHS (GALV.) ——T our a ome me — at OE wPNE. 8. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK TO
LAID AT 1 in 100 MIN. = L — DP . — rn + He a INFILTRATION PITS BE TYPE B COPPER.
INSTALL TO NEW KERB ——. rab / pp’ | \ @D-150 9. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL
RHS (2) KERB OUTLET ADAPTORS AND MAKE 6 | ‘ a / fF CCC )~— INS AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
= fe 10. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE INSTALLED IN
FOOTPATH 00D. SLA. . Bt x 7 LN 7 * HOUSE 2 = . ACCORDANCE WITH AS2419.1. HOSE REELS ARE TO BE INSTALLED IN
fa ry | | ACCORDANCE WITH AS2441.
LEGEND @ om FALL. | RL 2.32 | FFL 2.70 i * 11. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED
— KEK v NV. “| ® ; I L I i IN VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED WITH
a INDICATES EXISTING SURFACE CONTOUR tH = : | | Lf VL yy Wy | / Y 0 GROUNDWATER EITHER BRASS OR CAST-IRON COVERS.
2 12. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
18.0 AND LEVEL TO AHD. aé da f ef GP i 7H ae SLLLA ro T oF POOL RUNOFF TO COUNCIL CONCRETE PATH BOXES.
oe / BS ORS I — L DP> GP2 13, ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO
wv EXISTING SURFACE SPOT LEVELS. 0 S| |} ctalln * | < Sw sw <b swig— <a swe — wwe — <a swe — INFRASTRUCTURE BE WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING,
+ z 8, Q DR oO S C aq th | 14, THE TERM 'SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE
SL. 15.820 INDICATES PROPOSED FINISHED Oo 3 + Ce A = ? - BR Dp. POOL DIAMETER UNLESS NOTED OTHERWISE.
LL. 14.725 SURFACE /INVERT LEVELS OF NOMINATED SW 5 x ! = x o SL ia Stee % WY 4 J J 4 / l WATER CYCLE DIAGRAMATIC
PITS AND HEADWALLS. sr ft 7 ATT I
EZ ae RL 2.52 INFILTRATION PITS
INDICATES DIRECTION OF FALL Zz HOUSE, 1 oF | TREAT FIRST FLUSH RUNOFF FROM ROOF’S —-RHS PIPES TO FINISH Smm
FAL. 70 FINISHED SURFACES. LL FFL 2,70 /4 * STORAGE AND ONGOING INFILTRATION MIN. OFFSET FROM FACE OF
# | | STANDUP KERB 10 PREVENT
fs REDUCES DEVELOPED SITE RUNOFF VEHICLES CUTTING TYRES
GP1 450Sq STORMWATER JUNCTION BOX, | I el
PRE-CAST CONCRETE. PROVIDE GRATED LID Rh | GALVANISED CAP
TO ALLOW STILL WATER EVAPORATION OF | 125x75x4.0 OVER RHS PIPES.
WET SYSTEM. [ RHS PIPE. LL.
TO MATCH KERBS.
GP2 — 300Sq GRATED FIELD INLETS, PRE-CAST + S FALL LANDSCAPED AREAS 10 FALL
2 CONCRETE. PROVIDE GRATED LID WHERE | AUSORANLENVROM@DULE 2 o> FORMED FLOW PATHS 10 __ FALL
INSTALLED IN LANDSCAPED AREAS PROVIDE GRATED LID TO AL | FIC TRAC epeceD oS ; __ DIVERT RUNOFF TO FRONT =
GPI’s TO ALLOW STILL WICTRAHON. CELLS REFER “3 | OF SITE. 1 in 100 MN FALL
ee err 150(W) GRATED DRAIN WITH HEAVY WATER EVAPORATION OF 1 tof kT - DOWNPIPES (DP) SHOWN ; TYPICAL.
DUTY GRATE. WET SYSTEM. TYPICAL. ce DIAGRAMATIC TO DEMONSTRATE
+ STORMWATER MANAGEMENT. | ESS SSN
| aS NUMBER AND LOCATION TO BE |
" SWERVE ELECTRICITY ™ DETERMINED BY HYDRAULICS
CONSULTANT & ARCHITECT. RHS KERB ADAPTOR TO
INDICATES EXISTING SEWER LINE SITE PLAN — STORMWATER MANAGEMENT
Scale 1: 200 PROVIDE INSPECTION
t INDICATES TELSTRA LINE APPROX OPENINGS (1.0.S) FROM EXISTING KERB_ DETAIL.
ALIGNMENT, BUILDER TO CONFIRM EXACT | AUSDRAIN ENVIROMODULE 2 SLOTTED PIPE IN BASE FOR
LOCATION PRIOR TO WORKS CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO cs INFILTRATION CELLS 10 IN oe ae KaERFLOW
\ NOCATES WATER WAN APPROX COMMENCNG WORKS ON STE, ALL SERVES ARE a UNE, WRAPPED I | Sb oe 7 7
ALIGNMENT, BUILDER TO CONFIRM EXACT AUTHORITY RESPONSIBLE FOR THE SERVICE | RAISED GALVANISED 0S LOS A._ | NEW ARCHITECTURALS. 23.02.2018
LOCATION PRIOR TO WORKS | CRATE TO PIT STORMWATER .0. “ STORMWATER Revision | Description Date
sw INDICATES STORMWATER DRAIN PROPOSED INFLOW Issue:
AS NOTED MIN 1 IN 100 FALL UNLESS ALL PIPES TO BE LAID AT 1 IN 100 MIN. | FOR APPROVAL
NOTED OTHERWISE UNLESS NOTED
muro AGKES AIQNENT OF SE no rag tes A gr ee unireae
DIRECTION OF FLOW, REFER TYPICAL
SWALE DETAILS
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
BREAK OUT BTM OF PIT &
INSTALL LAYER OF 40-80mm
AGGREGATE TO ALLOW FOR
DRAINAGE AFTER RAIN EVENT.
450 SQ PRE-CAST
CONCRETE JUNCTION
BOX
GP1_ TYPICAL SECTION
MAIN THROUGH DRAIN TO
THE SLOTTED PIPE IN THE
PROVIDE SLOTTED PIPE BASE
THROUGH BOTTOM OF ALL PIPE PENETRATIONS THROUGH THE
CELLS GEOFABRIC TO BE FITTED WITH STAINLESS
STEEL PIPE CLAMPS, GEOFABRIC TO BE
LAPPED AT JOINS WITH A ROOT INHIBITOR
PROVIDED ALONG THE JOIN LINES
AUSDRAIN INFILTRATION SOAKER PIT DETAIL
fnnnnt—1_?>——1_fm1:100 @ A2
DEBUILD T/A
C) St
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
AABN 40 098 481 899
Title: OPERATIONAL WORKS:
STORMWATER MANAGEMENT
Project Lot 36 Nannygai Street
Noosaville
Date: Jan 2018
p
Drawn: CK
Design: TH
Checked:
RPEQ 5835
S Richardson
Rev. 10.06.16
Rev.
27285-SW1| A.
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