SCG 0111 - CD - 10.10.2025. (SW1.1 - Rev B)

 

 

DRAWING SIZE — Al

 

LOT 89 ON RP 81810
Level Datum AHD
Level Origin PM 44264

 

HEIGHT DATUM

Seaview Terrace, Sunshine Beach

 

 

EXISTING OVERLAND FLOW TO
REMAIN AS IS. MAINTAIN EXISTING 5
SURFACE GRADES AND FLOW o,
PATHS TO PROMOTE SHEET FLOW.

NO CONCENTRATION OF FLOWS,

TYPICAL.

LEGEND

+100

4.077

F,
Lali

 

S.L. 12.50
LLL. 12.00

 

 

 

 

L

L_]

— SW/EX

 

Sw

 

oe RW

EXISTING SURFACE SPOT LEVELS.

INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.

INDICATES DIRECTION OF FALL
TO FINISHED GROUND SURFACE.

INDICATES SURFACE LEVEL (S.L.) AND INVERT
LEVEL (I.L.) OF ADJACENT STORMWATER PIT

DRIVEWAY SLAB/PAVEMENT. REFER TO NOTES
AND DETAILS ON DRG. OW2.1 FOR THICKNESS

AND REINFORCING.

LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.

400Sq GRATED FIELD INLETS, POLY AND LIGHT

DUTY GRATE WHER IN LANDSCAPE AREAS.

450Sq STORMWATER JUNCTION BOX,
PRE-CAST CONCRETE. AND SEALED
UD.

1050 PRE-CAST CONCRETE MANHOLE IN
ACCORDANCE WITH COUNCIL STD
DRAWINGS IPWEA DS-010, DS-015 &
DS-020. CLASS D LID.

ROOF WATER CONNECTION, REFER
HYDRAULIC CONSULANT FOR
INTERNAL DRAINAGE DETAILS,
TYPICAL.

200(W) GRATED DRAIN WITH HEAVY
DUTY GRATE.

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES STORMWATER DRAIN EXISTING
AS NOTED

INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE

INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEERS DETAIL.

 

 

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 
  
    
    
 
 
 
 
  
   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

&

BUILDING OVER R

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‘MO14 L33HS NAAI

ROOF WATER CONNECTION, REFER
FUTURE HYDRAULIC CONSULTANT
FOR INTERNAL DRAINAGE DETAILS,

DRAWINGS.

SITE PLAN — SITE STORMWATER MANAGEMENT

 

  

  
  

——-- aT
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22.326 8 / y /
CON Lo So So Lo
ONS \
"oN ¥.
aNO. % OY
22.374 vy %,
%,
c ——--------____ DRIVEWAY.
oO REFER Drg. OW2.1 FOR DETAILS. ~~ 2 |
ES. REFER Drg. OW2.2 FOR LEVELS. 30 =
® I —_= st
| 2
SL 23,600
23;422 iL, 23.200
2S TYPICAL.
eS. “
Q
2.3: IEF
x 2b 235 *22. 4 S
NN ® O
2.388 BUILDER TO POT HOLE LOCATE AND
CONFIRM EXISTING SERVICES LOCATIONS|
& LEVELS BEFORE ANY EARTHWORKS
ARE CARRIED OUT. REPORT ANY
DISCREPANCIES TO THIS FIRM.
os
e 8 17
9)
2
4% Scale 1: 100
AE
% %
a. * c es ABLE TECH SERVICE REPORT INDICATES EXISTING
~ 2 a STOMWATER PIPE TO BE APPROXIMATELY 1m ALL SARVICES SHOWN ON THIS PLAN INDICATIVE

  
   
   
   

DEEP. PROPOSED MANHOLE DEPTH IS TO BE ONLY PONTRACTOR TO LOCATE ALL SERVICES

TO COMMENCING WORKS ON SITE. ALL
LSERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE

   

WORKS VIA POT HOLING INVERT LEVEL IS TO
ATCH EXISTING STOMRWATER PIPE. ENSURE

 

   

REV. B

ALL STORMWATER

PIPES TO BE LAID AT
1:100 MIN. UNO.

 

ROOF DRAINAGE:
ALL GUTTERS AND DOWNPIPES TO

COMPLY WITH BCA VOLUME 2 PART
3.5.3

CONSTRUCT NEW MANHOLE OVER
COUNCIL STORMWATER PIPE FOR
NEW DRAINAGE CONNECTION IN

ACCORDANCE WITH COUNCIL STD

 

‘O14 LISHS N3A3

 

 

FINISHED SITE DRAINAGE IN
ACCORDANCE WITH HYDRAULICS
CONSULTANTS DOCUMENTATION.

 

 

ay

DRAINAGE PIPE SIZES ——

AS NOTED.

APPROVED COMPACTED
BEDDING SAND.

————__]

 

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8.060 27.94
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2.
3
@
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6.90 OR OD
<2. Gf,
/ <6. 8>
/
I
oO

DRIVEWAY PAVEMENT. REFER
DRIVEWAY & ACCESS PLAN

/ FOR REINFORCING.

 

 

 

 

 

 

 

150 DIAMETER

 

 

OUTSIDE |

 

 

300mm MIN THK COMPACTED
GRANULAR MATERIAL UNDER SLAB.
TRAFFICABLE AREAS

MIN 98% FIELD DENSITY THROUGH
BACKFILL DEPTH. D>900mm
NON-TRAFFICALBE AREAS

COMPACT IN 150mm LAYERS D>400mm

(- SW PIPE TRENCH/PIPE BEDDING & BACKFILLING

 

\£_/ UNDER PAVEMENT TYPICAL SECTION

0

1:200 @ AS

1 2 3 4 5

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.

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 AS39500.

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 TO BE TYPE B COPPER.

9. WATER SERVICES ARE NOT PERMITTED IN GROUND

SLABS AND ALL JOINS AND CONNECTIONS SHALL BE

MADE ABOVE THE SLAB.

10. 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.

11. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING

CAPS SITUATED IN VEHICULAR OR PEDESTRIAN

PAVEMENTS ARE TO BE FITTED WITH EITHER BRASS OR

CAST-IRON COVERS.

12. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE

IN APPROVED CONCRETE PATH BOXES.

13. ALL WASTE PIPES AND WATER SERVICES

PENETRATING SLABS TO BE WRAPPED IN AN APPROVED

FLEXIBLE JOINT JOINT WRAPPING.

14. THE TERM ‘SERVICE’ REFERS TO THE MINIMUM

INTERNAL PIPE DIAMETER UNLESS NOTED OTHERWISE.

KE

EX. SWPT EXISTING STORMWATER PIT

EX. SMH — EXISTING SEWER MANHOLE

EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN

K&C EXISTING KERB & CHANNEL

N.S.L. NATURAL SURFACE LEVEL

FH. FIRE HYDRANT

TP TELSTRA PIT

EP. ELECTRICAL PILLAR

KERB EXISTING KERBING

RCEW REINFORCED CONCRETE END WALL
S.V STOP VALVE
W.M WATER METER

 

 

 

 

 

B COUNCIL RFI 09.10.25

A COUNCIL RFI 10.07.24
Revision Description Date
Issue:

 

FOR APPROVAL

 

drawings are copyright and are not to be used or reproduced
the written permission of SCG Consulting Engineers.

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated

without

 

AAAI ree & tape Piel eNO tage CEA

SCG HOLDINGS PTY LTD Tid

ABN 68 669 675 790,

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com

 

 

 

 

 

 

 

 

STORMWATER MANAGEMENT
PLAN
51 SEAVIEW TCE,
SUNSHINE BEACH
Date: JULY 24 Drawn TH Design TH
[Peze_ oi -swit, B