29228 - CD Issue 1 · OPW20/0072

 

DRAWING SIZE — A2

HEIGHT DATUM

ALL STORMWATER

PIPES TO BE LAID AT

 

GALVANISED KERB ADAPTOR TO LOCAL
AUTHORITY STANDARDS AND IPWEA

 

INSTALL REECE 'RHS TO PVC
ADAPTOR’ (PROD. CODE 304284),
OR APPROVED EQUIVELANT AS PER
MANUFACTURERS SPECIFICATIONS.

 

 

STD. DRG SEQ—RS-081. CUT OUT
LAYBACK KERB AS NECESSARY TO

 

 

INSTALL GALVANISED KERB ADAPTOR
WITH NEAT, TIGHT FIT.

\
i

 

 

 

 

LOTS 718 ON P 93127 Level
Datum AHD

1:100

NOMINAL KERB, |
SETOUT LINE
|

 

 

 

 

40 110
R20 —
|

|/ 4 2

PAVEMENT LEVEL \f 4 2
‘ re
4 44 44 ae — Nn

“uf ‘ < r -

300/450 150

 

 

 

 

SECTION ~ TYPE M1 KERB & CHANNEL (RS-080)

REPLACE EXISTING DRAINAGE
FEATURE WITH GRATED
SURCHARGE PIT WITHIN KERB
FORMATION, HEAVY DUTY GALV.
GRATE TO COUNCIL STANDARDS.

NEW DRIVEWAY CROSSOVER
(125mm THK) IN ACCORDANCE
WITH IPWEA STD DRG R-0050
AND COUNCIL REQUIREMENTS.
TYPICAL.

  
  

DEMOLISH & REMOVED EXISTING
CROSSOVERS AND RE-CONSTRUCT

STAND-UP KERB TO LOCAL AUTHORITY

STANDARDS & DETAILS. MAINTAIN

POSITIVE FALLS ALONG NEW KERB & s
CHANNEL FOR STORMWATER FLOWS. oY

LEGEND —ypicaL ALL LocaTions.
_--7 INDICATES PROPOSED SURFACE

p07 CONTOURS AND LEVELS TO AHD.
__ 50h» INDICATES FINISHED SURFACE GRADE

CPI 450Sq STORMWATER SURCHARGE PIT,
PRE-CAST CONCRETE. AND HEAVY DUTY
TRAFFICABLE GRATED LID, PROVIDE
2/100 SLOW LEAK PIPES, REFER DETAIL

INDICATES EXISTING SEWER LINE

 

— Ww INDICATES WATER MAIN APPROX

ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

ne INDICATES TELSTRA LINE APPROX

 

ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES STORMWATER DRAIN PROPOSED

 

sw
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE
— sw/eEx INDICATES STORMWATER DRAIN EXISTING

AS NOTED

 

 

 

www.dialbeforeyoudig.com.au

 

DIAL1100

BEFORE YOU DIG

 

 

 

   

MIN. UNO.

Z yf oe
\\ YQ

 

 

 

 

 

2/125x75 x4.0 RHS
H.D. GALV. PIPES ACROSS

 

 

M. RCP
—— 97x sy,

EX. 300 DIAM.

   

12 s°533W.M

 
 
 
 
 
 
 

eee oO Ex.Water

 

FOOTPATH/VERGE.

SECTION DETAIL

KERB OUTLET (2) rP

F.H FIRE HYDRANT
TELSTRA PIT

KERB _EXISTING KERBING

STAND-UP KERB ADAPTOR 10

EXISTING KERB DETAIL (RHS).

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   
   

 

 

 

 

 

 

 

 

  
  
    
 
    
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

i Screw
Se RL 14.63
™~ ~, — A vit
ve =a Po
rS eo «—|oo™m™m
= + op i - oe
=r : / “= a os, 4
5B 2 / ‘4 6 ™~— .. S =
i 0 \ “ ~
LS } / POOL. la NN mM
i = \ \ \ ve oN
Is . |
Wie Lot 718 — |
o-___- Pp fowl Y a2
= “ Postar YY JT
es RESIDENTIAL “ nA |
A: DWELLING =~ ~~~ nes
iY 2 NS ~ Pe
bE i OAL i A 4 - oe 38
wat ly | Z :
! mid - - — / x “ / : /
tiaesEX.SMH) 1 | - “fee
ood FEDS Be BO Re “Te 756 T3307 73, }
ee es : ame |
ze
RHS (GALV.) LAID AT 1 in
100 MIN. NUMBER & SIZE AS
| INDICATED. INSTALL TO NEW Lot /19
KERB ADAPTORS AND MAKE
P93127
- FOOTPATH GOOD. TYPICAL. Type BI K & C TO COUNCIL
| | STANDARDS AND IPWEA STD DRG |
RS-081. KERB TO CONTINUE BEHIND
SITE PLAN — STORMWATER MANAGEMENT PLAN NEW KERB SURCHARGE PIT YO Kae
Scale 1: 150 KERB BACK LL ee
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE KERB _TOP eee STORNWATER >
ONLY CONTRACTOR TO LOCATE ALL SERVICES KERE WERT FLOW, 707 FW INFLOW
PRIOR TO COMMENCING WORKS ON SITE. ALL Se 1 be
SERVICES ARE TO BE PROTECTED IN A— 5 BX 3008 ROP ! —~
|

ACCORDANCE WITH THE AUTHORITY RESPONSIBLE
FOR THE SERVICE

ALL PIPES TO BE LAID AT 1 IN 100 MIN.
UNLESS NOTED

 

 

 

 

 

 

 

KERB EDGE

450 SQ KERB SURCHARGE

INLET. CLASS D WITH
HINGED GALV. GRATE.
REFER IPWEA STD Drg
DS-062.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PROVIDE 2/1006 CLASS 16 PVC

 

KEY
50 GAP.
Min. _ EX. SWPT EXISTING STORMWATER PIT
RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH EXISTING SEWER MANHOLE
l EX. SCP EXISTING SEWER CONNECTION POINT
rT + iN Nh + E.0B. EXISTING EDCE OF BITUMEN
| sot thse | K &C EXISTING KERB & CHANNEL
N.SL. NATURAL SURFACE LEVEL

ELECTRICAL POWER POLE

   
   

IL TO BE DETERMINED ON SITE.

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 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 6006 OR LESS = RUBBER RING JOINT.

9.2. RCP 600¢ OR GREATER = FLUSH JOINT.
10. ROOF STORMWATER TO DESIGN BY HYDRAULIC CONSULTANTS TO
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 TO 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 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.

 

 

Date

 

 

Revision | Description

 

issue: FOR APPROVAL

 

C) Ste

DEBUILD T/A

ABN 40 098 481 299,

Unit 1/11 Project Ave,
Noosa Heads

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

 

Title) OPERATIONAL WORKS:

 

 

 

 

 

baa 4 DOUBLE STACKED SLOW LEAK PIPES #00 SO PRECAST STORMWATER MANAGEMENT PLAN
FOR DRAINAGE AFTER RAIN EVENT SECTION AA CONCRETE, JUNCTION BOX
PLAN VIEW CONNECT TO K & C DOWNSLOPE TO WITH GALVANISED GRATE. Project 8 Lorikeet Dr
APPROVED KERB ADAPTORS, Peregian Beach
Date: Mar 2020 Drawn: TH Desig1: TH
GP1_& KERBING TYPICAL DETAILS Dot sks Vchocea: Brg No. =
rua F$—7____ym1:100 © A2-— 4 REQ 5835 -

| Sion 29228 -SW1.1| .