Scg 0111 - Cd - 09.07.2024

Page 2

 

 

DRAWING SIZE — Al

LEGEND

4180 EXISTING SURFACE SPOT LEVELS.

—— E —— INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

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

—_ 7 —— INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

— sw/ExX ————_ INDICATES STORMWATER DRAIN EXISTING
AS NOTED

 

www.dialbeforeyoudig.com.au

SAS DIAL 1100

‘Wy BEFORE YOU DIG

 

  

 

 

 

 

 

 

 

  

SITE PLAN — SITE SURVEY & EXISTING SERVICES

Scale 1: 100

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

 

 

KE

EX. SWPT
EX. SMH
EX. SCP
E.0.B.
K&C
N.S.L.
FH.
TP
EP.
KERB
RCEW
S.V
W.M

6.

r

Ke
ee
ge

 

 

27 25

EXISTING STORMWATER PIT
EXISTING SEWER MANHOLE
EXISTING SEWER CONNECTION POINT
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL

FIRE HYDRANT

TELSTRA PIT

ELECTRICAL PILLAR

EXISTING KERBING

REINFORCED CONCRETE END WALL
STOP VALVE

WATER METER

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.

 

 

Revision Description

 

Date

 

 

Issue:

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.

 

SCG HOLDINGS PTY LTD Ti

C) St6

Unit 1/11 Project Ave,
Noosa Heads

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

web:www.scg-engineers.com
ABN 68 689 675 790

 

Title:

SITE SURVEY & EXISTING
SERVICES

 

Project

31 SEAVIEW TCE,
SUNSHINE BEACH

 

 

 

: D Desi
Date: JULY 24 rawn TH esign TH
0 : 5 3 4 5 Checked: Drg No. Rew
nannnt——1_r——7_7m1:100 © A1_— | RpEQ 27698
1:200 @ AS || T Harrington 01 1 1 -OW1 A .

 

 

 

 

 

Page 3

 

DRAWING SIZE — Al

 

 

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

 

HEIGHT DATUM

Seaview Terrace, Sunshine Beach

 

 

LEGEND

_--7-77 INDICATES PROPOSED SURFACE

43.07

4\89

= [x =
0 [—

x | 29.740

RAMP. wx.

— Sw/EX

oe RW

CONTOURS AND LEVELS TO AHD.
EXISTING SURFACE SPOT LEVELS.

INDICATES FINISHED SURFACE GRADE

INDICATES DIRECTION OF FALL
TO FINISHED SPOON DRAINS.

INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

INDICATES PROPOSED FINISHED
SURFACE LEVELS

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

DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DRG. OW4.3 DETAILS

DENOTES SAWN CUT DANLEY JOINT
REFER TO DRG. OW4.3 DETAILS

DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG. OW4.3 FOR
THICKNESS AND REINFORCING.

LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.

INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER 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 POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEERS DETAIL.

 

  

>

 

www.dialbeforeyoudig.com.au

SAY DIAL 1100

BEFORE YOU DIG

 

 

 

KEY

EX. SWPT EXISTING STORMWATER PIT
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT

 

        
    
 

 

  

FOR STORMWATER PIT
DETAILS. REFER DRG
O111-SW1.1. TYPICAL

5

2.3
2b 235
2.388
nO *<

ao! 57
ie?

e

717 KOre

4x0

 

 

RESIDENTIAL

DEVELOPMENT

FFL: 23.750

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

24.1

SITE PLAN — DRIVEWAY & CROSSOVER PLAN

Scale 1: 100

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

 

 

CONTRACTOR TO TOPSOIL AND TURF ANY

DISTURBED OR DAMAGED AREAS OF THE ROAD

 

RESERVE ADJACENT THE CONSTRUCTION SITE

ALL LINE MARKING TO BE IN ACCORDANCE
WITH THE QUEENSLAND MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES & A.S 2890.1
PARKING FACILITIES PART 1: OFF-STREET CAR

PARKING

 

CONTRACTOR TO REPAIR/REINSTATE ANY
DAMAGED AREAS OF EXISTING FOOTPATHS,
KERB & CHANNELS TO COUNCIL STANDARDS

 

 

BUILDING OVER 'NG OVER

(SWP)

2g >>

sl?
2 <4
“a ave 7
ZO Ky
o> a
4d ¥
<a

 

DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH IPWEA STD DRG RS-049 &
RS-050 AND COUNCIL REQUIREMENTS. LEVELS
AS NOTED, REFER DRG OW4.2 FOR DETAILS.

 

DEMOLISH & REMOVE EXISTING
DRIVEWAY CROSSOVER AND
RE-CONSTRUCT NEW TYPE B1 BARRIER
KERB & CHANNEL AS PER NOOSA
COUNCIL STD DETAIL IPWEA RS—080.
MAINTAIN EXISTING SURFACE GRADES
AND ENSURE SMOOTH TRANSITIONS.

 

 

MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS

 

CONTRACTOR TO REPAIR ADJACENT THE
CONSTRUCTION SITE KERB, FOOTPATH OR
ROAD RESERVE IF ANY DAMAGE IS SUSTAINED
DURING CONSTRUCTION. GRASSED AREAS ARE
TO BE RE TOP SOILED AND TURFED.

 

 

 

NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH IPWEA STANDARD Drg. SEQ-RS-080 &
COUNCIL STANDARD DETAILS

 

 

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
RCEW
S.V
W.M

 

 

<2. 25HE7 25

0

1:200 @ A3

1

EXISTING KERBING

REINFORCED CONCRETE END WALL
STOP VALVE

WATER METER

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.

FOOTPATHS AND DRIVEWAYS:

1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. MINIMUM CONCRETE THICKNESSES:

PAVEMENT (VEHICLES): 125mm U.N.O.
FOOTPATHS: 100mm _U.N.O.

3. CONCRETE IN ACCORDANCE WITH AS360 AND AS1379
AND MINIMUM STRENGTHS AS FOLLOWS:

PAVEMENT (VEHICLES): 32 MPa
FOOTPATHS: 25 MPa

4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL
SLAB DEPTH.

6. MAX. 1 in 40 CROSSFALL (ACCROSS) ON FOOTPATHS.
7. EXPANSION JOINTS AS NOTED (T.J.) ON PLANS 10 BE
10mm WIDE WET TOOLED WITH EVERY 2ND MESH WIRE CUT
ALONG JOINT. REFER DETAIL.

8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO
INSIDE EDGE OF CURVE

10. ALL EXISTING SERVICES TO BE LOCATED AND PROTECTED
AS REQUIRED PRIOR TO WORK COMMENCING

 

 

 

 

 

 

 

 

A COUNCIL RFI 10.07.24

 

Revision Description Date

 

 

 

Issue:

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.

 

email:[email protected]

web:www.scg-engineers.com
ABN 68 689 675 790

_ Unit 1/11 Project Ave,
P Noosa Heads
Ph (07) 5455 5604

SCG HOLDINGS PTY LTD Ti

 

Title:

DRIVEWAY & ACCESS PLAN

 

Project

31 SEAVIEW TCE,
SUNSHINE BEACH

 

Date: Drawn Design

JULY 24 TH

 

TH

 

Checked: Drg No.

jmeze O11 -Ow2.1) A

 

 

 

Page 4

                  Issue:




                  SCG HOLDINGS PTY LTD T/A
                                                       Unit 1/11 Project Ave,
                                                       Noosa Heads
                                                       Ph (07) 5455 5604
                                                       email:[email protected]
                                                       web:www.scg-engineers.com
                                                       ABN 68 669 675 790




                            Title:




                         Project




                         Date:               Drawn                Design

                           Checked:          Drg No.                        Rev.




Rev. - 10.06.16

Page 5

 

 

DRAWING SIZE — Al

 

HEIGHT DATUM me CONSTRUCTION NOTES
GENERAL:
Oo ee WAZ 1. DO NOT SCALE FROM THIS DRAWING.
Level Origin PM 44264 FZ 2. ALL DIMENSIONS IN MILLIMETRES
evel Origin a 3, SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM
Seaview Terrace, Sunshine Beach 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 7 ! | 2. ALL SANITARY HYDRAULICS AND WATER RETICULATION
7 | WITHIN THE ALLOTMENT BOUNDARY TO BE IN
| x ACCORDANCE WITH AS3500.
Se 3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS
[ a OF AUTHORITIES HAVING JURISDICTION, AFTER OBTAINING
‘ | 7] ALL NECESSARY PERMITS AND APPROVALS.
4. THE CONTRACTOR IS TO CONFIRM THE POSITION OF
ZN FFL 4 | ALL EXISTING SERVICES AS INDICATED ON THESE. AND
> 3750 | ASSOCIATED PLANS PRIOR TO THE COMMENCING OF
. WORK.
| 5. STORMWATER DRAINAGE PIPES SHALL BE CLASS SH
BUILDING OVER R UPVC OR RUBBER RING JOINTED REINFORCED CONCRETE
c | PIPE LAID AT A MINIMUM GRADE OF 1 IN 100 U.N.O.
oH RESIDENTIAL gt | JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH
295 NBO MS THE MANUFACTURERS REQUIREMENTS.
22.190 2, ih / DEVELOPMENT ae 2> | 6. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A
EXISTING OVERLAND FLOW TO C- a FFL: 93.750ti(ai‘(<‘(‘iéi(‘i‘(‘(i‘i‘a lids | 6) 4% MINIMUM GRADE OF 1 IN 60.
oe — . ;
REMAIN AS IS. MAINTAIN EXISTING Os . . [ | 3 7. WATER SUPPLY PIPEWORK BELOW GROUND IS TO BE
SURFACE GRADES AND FLOW ®, | as _- eS TT 2 63MM DIAM. OR LESS — HIGH DENSITY TYPE 50
PATHS TO PROMOTE SHEET FLOW. ® CLASS 12 POLYETHYLENE
NO CONCENTRATION OF FLOWS o: 8. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY
TYPICAL % | | PIPEWORK TO BE TYPE B COPPER.
| | 9. WATER SERVICES ARE NOT PERMITTED IN GROUND
c FALL SLABS AND ALL JOINS AND CONNECTIONS SHALL BE
- Re. o— | | >. MADE ABOVE THE SLAB.
327 2 | 2 - HIEEP. 0 10. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE
LEGEND €2.326 3 | | %90 e INSTALLED IN ACCORDANCE WITH AS2419.1. HOSE REELS
9 L — — — Q | a ARE TO BE INSTALLED IN ACCORDANCE WITH AS2441,
0 on AL 11. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING
+8 PASTING SURFACE SPOT LEVELS. We \ = | aN CAPS SITUATED IN VEHICULAR OR PEDESTRIAN
“2Na 5 PAVEMENTS ARE TO BE FITTED WITH EITHER BRASS OR
--- ONO. om: <
B07 CONTOURS AND LEVELS 10. AAD x Be |. 6 ---R-K 4 ° s og 12. ALL I-GROUND
48 29 y %,. ’Re 12. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE
37 S 6,
4 p © / o7 IN APPROVED CONCRETE PATH BOXES.
S / 13. ALL WASTE PIPES AND WATER SERVICES
Alin TO EINSRED SROUND SURPACE Se PENETRATING SLABS TO BE WRAPPED IN AN APPROVED
, c \ —-- -- __ . DRIVEWAY. 6.8, y j FLEXIBLE JOINT JOINT WRAPPING.
OO REFER Drg. OW2.1 FOR DETAILS. ~~ @ | 2 | “/ 14. THE TERM ’SERVICE’ REFERS TO THE MINIMUM
S.L_ 12.50 INDICATES SURFACE LEVEL (S.L.) AND INVERT AN REFER Org OW2.2 FOR LEVELS. 40 | 2 | Y INTERNAL PIPE DIAMETER UNLESS NOTED OTHERWISE.
IL. 12,00 LEVEL (LL.) OF ADJACENT STORMWATER PIT ® X : = 2 | 2 | ol
AA a 4X oo 708
5 2 J
Co DRIVEWAY SLAB/PAVEMENT. REFER TO NOTES g 8 0 _ 4 849 KEY
NE PENCORGN OW2.1 FOR THICKNESS SL 23.600 ul “A EX. SWPT EXISTING STORMWATER PIT
, 22.4 IL, 23.200 D ROOF WATER CONNECTION, REFER a 4 EX. SMH EXISTING SEWER MANHOLE
3 22 —— \ FUTURE HYDRAULIC CONSULTANT ie 4a EX. SCP EXISTING SEWER CONNECTION POINT
LANDSCAPING, REFER LANDSCAPE X FOR INTERNAL DRAINAGE DETAILS, 7 nr of 4 EOB. EXISTING EDGE OF BITUMEN
[ ARCHITECT FOR DETAILS. 3S TYPICAL. a 2 Yy K &C EXISTING KERB & CHANNEL
oS On, NS.L. NATURAL SURFACE LEVEL
® 2 2.95 FH. FIRE HYDRANT
5 GP1  400Sq GRATED FIELD INLETS, POLY AND LIGHT ' TP TELSTRA PIT
DUTY GRATE WHER IN LANDSCAPE AREAS. > EP. ELECTRICAL PILLAR
23 SEP KERB EXISTING KERBING
Gp2 450Sq STORMWATER JUNCTION BOX, x 25 235 22. 4B RCEW REINFORCED CONCRETE END WALL
X PRE-CAST CONCRETE. AND SEALED 4 SV STOP VALVE
LID. oN 3 WM WATER METER
1050 PRE-CAST CONCRETE MANHOLE IN & Sum
ACCORDANCE WITH COUNCIL STD NN sl 24
DRAWINGS IPWEA DS-010, DS-O15 & LL, 23,100
MH-O1  DS-020. CLASS D LID. 5
“S88 | BUILDER 10 POT HOLE LOCATE AND x
(RCS) ROOF WATER CONNECTION, REFER CONFIRM EXISTING SERVICES LOCATIONS oN
+e HYDRAULIC CONSULANT FOR
| INTERNAL DRAINAGE. DETAILS, TRE CURRIED Gus ROT ANY
TYPICAL. . 2s
DISCREPANCIES TO THIS FIRM. eS:
Ad SS
GD-200 200(W) GRATED DRAIN WITH HEAVY 462
(mom ~—CUTY ‘GRATE. ‘ Z
a ec? “X
E INDICATES OVERHEAD ELECTRICITY 92275 «0 \
SUPPLY LINE x \S
Xe S. a CONSTRUCT NEW MANHOLE OVER DRIVEWAY PAVEMENT. REFER
«0 Z ae & COUNCIL STORMWATER PIPE FOR DRIVEWAY & ACCESS PLAN
3 2 FOR REINFORCING.
—— w————__INDICATES WATER MAIN APPROX oes a NEW DRAINAGE CONNECTION IN
ALIGNMENT, BUILDER TO CONFIRM EXACT go “22.397 ae ae ACCORDANCE WITH COUNCIL STD x COUN RA oor da
LOCATION PRIOR TO WORKS Zee DRAWINGS. Sona | bron ot.
oO 6 evision escription ate
a INDICATES TELSTRA LINE APPROX lcO ZZ we Issue:
: “
ALIGNMENT, BUILDER TO CONFIRM EXACT s so % SITE PLAN — SITE STORMWATER MANAGEMENT - 300mm MIN THK COMPACTED FOR APPROVAL
LOCATION PRIOR’ TO WORKS 4s, ee Scale T: 100 GRANULAR MATERIAL UNDER SLAB
“XN
INDICATES STORMWATER DRAIN EXISTING » & el oo MIN. 98% FIELD DENSITY THROUGH DO NOT SCALE FROM THIS DRAWING
— sw/EX ————_ & o DRAINAGE PIPE SIZES BACKFILL DEPTH. D>900mm The design and associated details contained on this and associated
AS NOTED Zz = —_— — drawings are copyright and are not to be used or reproduced without
% ct 6 al AS NOTED. NOMPART IN TSorrn PR NERS D>400mm the written permission of SCG Consulting Engineers.
xe)
sw INDICATES STORMWATER DRAIN PROPOSED eo OA ALL SERVICES SHOWN ON THIS PLAN INDICATIVE ALL STORMWATER FINISHED SITE DRAINAGE. IN : San ait Projock ave
AS NOTED MIN 1 IN 100 FALL UNLESS ae a ONLY CONTRACTOR TO LOCATE ALL SERVICES PIPES TO BE LAID AT ACCORDANCE WITH HYDRAULICS _ ~ Unit 1/14 Project Ave,
NOTED OTHERWISE Ue PRIOR TO COMMENCING WORKS ON SITE. ALL CONSULTANTS DOCUMENTATION. APPROVED COMPACTED E SOG oes ees
6 SERVICES ARE TO BE PROTECTED IN 1:100 MIN. UNO. SLbNe san z Bn (07) 5455 5604
v c 195 ACCORDANCE WITH THE AUTHORITY . g \es web:www.scg-engineers.com
RW INDICATES POSITION OF RETAINING WALL RESPONSIBLE FOR THE SERVICE OUTSIDE g ‘968669675 750
— — TO STRUCTURAL ENGINEERS DETAIL. 150 DIAMETER 150
Title:
ROOF DRAINAGE: STORMWATER MANAGEMENT
ALL GUTTERS AND DOWNPIPES TO PLAN
COMPLY WITH BCA VOLUME 2 PART
www.dialbeforeyoudig.com.au eas /—\SW PIPE TRENCH/PIPE BEDDING & BACKFILLING —
roject
DIAL 14100 Ye) UNDER PAVEMENT TYPICAL SECTION 51 SEAVIEW TCE
?
BEFORE YOU DIG Date: JULY 24 Drawn TH Design TH
0 1 2 3 4 5 Checked: Drg No. Rev
rn ——1_7——7__7m1:100 © Al RpEQ 27698
1:200 @ A3 : T Harrington 01 11 -SW a A