SCG 31240 - CD-Issue 4 19.08.2022

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                                                                                               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:




                                                                                                  Project




                                                                                                  Date:       Drawn                Design

                                                                                                   Checked:   Drg No.                        Rev.




                                                                             Rev. - 10.06.16


[OCR of page images]
 

DRAWING SIZE — Al

 

HEIGHT DATUM

LOT 75 ON RP 81810
Level Datum AHD
Level Origin PM 44264,
RL 24.290m

ee

 

2A

Survey information provided by Max

 

 

 

Watterson & Associates |

LEGEND

FIELD INLETS OR JUNCTION BOX PRE-CAST
CONCRETE CAST-INTO PAVEMENT. REFER SW1.1
FOR FURTHER DETAILS.

GRATED DRAIN CAST-INTO PAVEMENT.
REFER SW1.1 FOR FURTHER DETAILS

SEALED LID IN ACCORDANCE WITH
COUNCIL STD DRG. DS-020

(NON-ROADWAY) & COUNCIL STANDARDS.

O 1050 # STORMWATER MANHOLE, WITH

 

SL 12.50 INDICATES PROPOSED FINISHED

IL 12.00 SURFACE/INVERT LEVELS OF NOMINATED
SW PITS.

 

 

 

 

——— E ——_. INDICATES OVERHEAD ELECTRICITY

SUPPLY LINE

INDICATES EXISTING SEWER LINE

—— w————_ 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 PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE

 

sw

 

 

www.dialbeforeyoudig.com.au

SA DIAL 1100

“ed BEFORE YOU DIG

 

   
 

 

 

 

 

 

 

 

GD-xxx

EX. SWPT_/L

 

 

 

REFER Drg 31240—OW4.1 FOR
DRIVEWAY CROSSOVER
DETAILS.

PART OF EX. 3000
RCP 10 BE
DECOMISSIONED &

 

i

(SWP)

 

 

 

REMOVED
(ASSET ID 1033147)

CONCRETE PLUG
DECOMISSIONED
EXISTING PIPE END

D
-
><
WF
=
a

eZ,

CONNECT S/W PIPE 10
NEW MANHOLE TO
COUNCIL STANDARDS

NEW 1050 @ STORMWATER MANHOLE,
WITH SEALED LID IN ACCORDANCE
WITH COUNCIL STD DRG. DS-020
(NON-ROADWAY) é& COUNCIL
= STANDARDS.

SL 29.200
LL: 28.250
(ALL LEVELS TO BE CONFIRMED
ONSITE).

 

 

   

 

 

  
   
  
  
 
   
 

EX. SWMH

 

 

 

 

 

 

 

 

K & C

DECOMISSION & REMOVE

OO
V

 

 

 

SITE PLAN — EXTERNAL STORMWATER MANAGEMENT PLAN

Scale 1: 50

 

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

 

 

 

EXISTING PIPES

EX. STORMWATER SIDE
ENTRY PIT TO BE
DECOMISSIONED &
REMOVED FOR NEW
DRIVEWAY CROSSOVER
(ASSET ID 1002676)

EX. 3006 RCP

TO BE
DECOMISSIONED &
REMOVED

(ASSET ID 1032049)

EX. MANHOLE TO BE
DECOMISSIONED

3
(ASSET ID 1018389) ee
+

SEAVIEW TERRACE

 

 

BUILDER TO POT HOLE LOCATE AND
CONFIRM EXISTING SERVICES LOCATIONS
& LEVELS BEFORE ANY EARTHWORKS
ARE CARRIED OUT. REPORT ANY
DISCREPANCIES TO THIS FIRM.

 

 

& DS-063.
S.L: 28.850
IL: 28.300

NEW STORMWATER ON GRADE KERB
INLET PIT IN ACCORDANCE WITH
COUNCIL STD DRG. DS—061, DS-062

(ALL LEVELS TO BE CONFIRMED

ONSITE).

EX. 3006 RCP

US I.L: UNKNOWN
DS I.L: UNKNOWN
(ASSET ID 1033147)

APPROVED COMPACTED

N.G.L.

KEY

EX. SWPT EXISTING STORMWATER PIT

RC. HW.
EX. SMH
EX. SCP
E.0.B.
K&C

REINFORCED CONCRETE HEADWALL

EXISTING SEWER MANHOLE

EXISTING SEWER CONNECTION POINT

EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL

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

 

DRAINAGE PIPE SIZES ——
AS NOTED.

BEDDING SAND.

——_]

 

 

 

 

FIRE HYDRANT
TELSTRA PIT
ELECTRICAL PILLER
EXISTING KERBING
EXISTING POWER POLE

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

 

(<7 UNDER N.G.L. TYPICAL SECTION

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 TO 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
SERVICES AS INDICATED ON THESE AND ASSOCIATED PLANS DO NOT
CLASH WITH THE PROPOSED PIPE WORKS PRIOR TO THE COMMENCING OF
WORK.
5. ALL TRENCH EXCAVATIONS AND CONSTRUCTION TO BE IN ACCORD
WITH WORKPLACE HEALTH & SAFETY 1989 AND ANY AMENDMENTS AND
THE MINE REGULATION ACT.
6. STORMWATER DRAINAGE PIPES SHALL BE LAID AT A MINIMUM GRADE
OF 1 IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH THE MANUFACTURERS REQUIREMENTS. (REFER NOTE 10.)
7. ALL PRECAST CONCRETE PIPES AND TO MANUFACTURED IN ACCORD
WITH AS. 4058.
8. STORMWATER PIPES SHALL BE THE FOLLOWING CLASSES:

8.1. REINFORCED CONCRETE PIPES (RCP) = CLASS 2.

8.2. uPVC 100 OR GREATER = CLASS ‘SN8’.

8.3. 'STORMPRO’ PIPES = CLASS 'SN8’.
9. ALL RCP PIPES TO HAVE THE FOLLOWING JOINTS U.N.O:

9.1. RCP 6008 OR LESS = RUBBER RING JOINT.

9.2, RCP 6006 OR GREATER = FLUSH JOINT.
10.ROOF STORMWATER TO DESIGN BY HYDRAULIC CONSULTANTS 10
CLASS ’SH’ U.N.O.
11. INSTALL SW MANHOLE AND FILED GULLY/INLETS IN ACCORDANCE
WITH AS1657 AND AS DESCRIBED BELOW:

11.1. MANHOLE/FIELD INLETS >1.35m DEEP = STEP IRONS.

11.2. MANHOLES 0.85m-3.0m DEEP = STEP IRONS.

11.3. MANHOLES >3.0m DEEP = FIXED ACCESS LADDER.
12. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A MINIMUM GRADE
OF 1 IN 60.
13. WATER SUPPLY PIPEWORK BELOW GROUND IS 10 BE:

13.1. 63mm DIAM. OR LESS - HIGH DENSITY TYPE 50

CLASS 12 POLYETHYLENE

14. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK TO BE
TYPE B COPPER.
15. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL
JOINS AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
16. 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,
CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED IN
VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED WITH EITHER
BRASS OR CAST-IRON COVERS.
17. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
CONCRETE PATH BOXES.
18. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE
WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
19. THE TERM 'SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE
DIAMETER UNLESS NOTED OTHERWISE.

 

 

 

 

Revision Description Date

 

 

 

“FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

 

Unit 1/11 Project Ave,

Noosa Heads
Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com

‘ABN 40 098 481 899

DEBUILD T/A

 

Title:

EXTERNAL STORMWATER
PLAN

 

Project

99 SEAVIEW TCE,
SUNSHINE BEACH

 

Date: Drawn Design

Aug 2022 TW

 

 

TH

Checked: Drg No. Rev
Sharer |) | OI 240 —-SWI.2 -

10.06.16

Rex