OPW20-0033 Plans · OPW20/0033

Page 2

 

DRAWING SIZE — A2

*
LOT 108 ON SP 184118 ~

Level Datum AHD
Level Origin PSM101160, RL 5.641m

PARK ROAD

KE

EX. SM EXISTING SEWER MANHOLE
EX. SWPT EXISTING STORMWATER PIT
K.&C. EXISTING KERB & CHANNEL

  
  

co EXISTING K. & C._o

 

 

 

 

 

 

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DIAL1100

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/ -

_ INDICATES FINISHED SURFACE GRADE

 

 

 

 

 

 

 

 

 

  

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& SITE PLAN — SURVEY & EXISTING SERVICES
AS Scale 1: 200
4
bY
& ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
| $ yo ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
! / SERVICES ARE TO BE PROTECTED IN
Io] f ACCORDANCE WITH THE AUTHORITY RESPONSIBLE
I | J FOR THE SERVICE

fy /

| ws

i hae ™ f

| 14

} /
/ / LEGEND

---~ INDICATES PROPOSED SURFACE

CONTOURS AND LEVELS TO AHD.

190 EXISTING SURFACE SPOT LEVELS.

INDICATES EXISTING SEWER LINE

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

 

 

 

 

  

R.P. BOUNDARY

   

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.

 

 

 

 

 

Rev. | Description Date

 

'ssue: FOR APPROVAL

 

oR Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604

[email protected]

CONSULTING 09-1
ENGINEERS — SoNmsgpendhees.com

(DEBULOTA

 

Title: OPERATIONAL WORKS:
SURVEY & EXISTING SERVICES

 

Project 62 Park Road
Noosa Heads

 

 

Date: April 2018 | Drawn: CK | Design: TH

 

 

 

 

 

«| Checked: Drg No. Rev
3) RPEQ 5835 -
5] S Richardson | 25239-OW1.1

 

Page 3

 

 

DRAWING SIZE — A2

S
LOT 108 ON SP 184118 s

Level Datum AHD NN
Level Origin PSM101160, RL 5.641m

 

 

EXISTING
DRIVEWAY.

 

 

 

HATCHED REGION INDICATES
CONSTRUCTED DRIVEWAY CROSSOVER
(125mm THK) IN ACCORDANCE WITH
IPWEA STD DRG RS-050 AND
COUNCIL REQUIREMENTS

   
 

 

 

_ EX. SHH

 

 

 

 

 

 

 

PART SITE PLAN — EXISTING CROSSOVER

Scale 1: 200

 

 

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

 

 

 

www.dialbeforeyoudig.com.au
eS te An anrenseT |

DIAL1100

BEFORE YOU DIG

 

 

 

LEGEND,

_--7-77 INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.

_ INDICATES FINISHED SURFACE GRADE

x 189 EXISTING SURFACE SPOT LEVELS.
INDICATES EXISTING SEWER LINE
INDICATES STORMWATER DRAIN PROPOSED

AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE

 

Sw

 

INDICATES PROPOSED FINISHED
SURFACE LEVELS

 

KEY

EX. SMH EXISTING SEWER MANHOLE
EX. SWPT EXISTING STORMWATER PIT
K.&C. EXISTING KERB & CHANNEL

SEEK COUNCIL APPROVAL FOR
NON-STANDARD DRIVEWAY
CROSSOVER, DIMENSIONS AND
LEVELS AS NOTED.

EX. SMH

 

 

 

 

 

 

 

 

 

PART SITE PLAN — EXISTING CROSSOVER LEVELS

Scale 1: 200

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: 125mm _U.N.O.

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

PAVEMENT (VEHICLES): 52 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.v.) ON PLANS 10 BE
10mm WIDE WET TOOLED WITH EVERY 2ND MESH WRE 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

 

 

 

 

 

 

 

 

 

Rev. | Description Date

 

 

 

Issue: FOR APPROVAL

 

~ Unit 1/11 Project Ave,
P Noosa Heads
Ph (07) 5455 5604
[email protected]

CONSULTING sop ongneers:
Nes ENGINEERS  YObwwagy “mn

 

DEBULD TA

 

Title: ~OQPERATIONAL WORKS:
SURVEY & EXISTING SERVICES

 

Project 62 Park Road
Noosa Heads

 

Date: April 2018 | Drawn: CK | Design: TH

 

 

 

 

 

.| Checked: Drg No. Fe
3] RPEQ 5835 7
aS Richardson 25239-OW2.1| .

 

 

Page 4

 

 

DRAWING SIZE — A2
KE

K. &

mh
LOT 108 ON SP 184118

Level Datum AHD
Level Origin PSM101160, RL 5.641m

co EXISTING K. & C. @

PARK ROAD

 
 

   

2/1009 uPVC PIPES LAID
AT 1 in 100 MIN. INSTALL
TO NEW KERB ADAPTORS &
MAKE KERB GOOD. TYPICAL.

   
 

MATCH KERB ADAPTORS
TO IL OF EXISTING KERB. 2

/y

     
 

INSTALL 1508 TO 1009

 

EX. SMI EXISTING SEWER MANHOLE
N EX. SWPT EXISTING STORMWATER PIT
C. EXISTING KERB & CHANNEL

  
     

LEGEND.

_--777 INDICATES PROPOSED SURFACE

SPLITTER. REFER TO ——?
MANUFACTURES. SPEC. a
J vs '
www.dialbeforeyoudig.com.au ms
DIAL1100 Kis
BEFORE YOU DIG GD-xxx
oo

 

 

 

CONTOURS AND LEVELS TO AHD.

INDICATES FINISHED SURFACE GRADE

EXISTING SURFACE SPOT LEVELS.

INDICATES DIRECTION OF FALL
TO FINISHED SPOON DRAINS.

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

GRATED DRAIN WITH HEAVY DUTY
GRATE. WIDTH AS NOTED.

1509 S/W PIPE INTO EXISTING
SIDE ENTRY PIT ON MITTI ST TO
COUNCIL STANDARDS AND GOOD
PRACTICE. MAINTAIN INVERT
LEVELS AS NOTED.

    

 

 

 

 

 

 

 

 

 

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.

  

 

 

 

 

 

 

 

 

 

 

 

Sw/Ex

NL EXISTING SW DRAIN FROM

NEIGHBOURING ALOTMENT.
CONNECT TO NEW SP.

SITE PLAN — STORMWATER MANAGEMENT

Scale 1: 200

 

 

FOR THE SERVICE

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

 

 

XXX uPVC

—— SW/EX

INDICATES EXISTING SEWER LINE

INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE. SIZE NOTED ON PLAN.

INDICATES STORMWATER DRAIN EXISTING
AS NOTED

 

 

 

 

 
 
 

EXISTING SEWER LINE TO BE
REMOVED. REFER Drg. OW2.1 FOR

GALVANISED KERB ADAPTOR TO
LOCAL AUTHORITY STANDARDS.
CUT OUT LAYBACK KERB AS
NECESSARY TO INSTALL
GALVANISED KERB ADAPTOR
WITH NEAT, TIGHT FIT.

 

LAY BACK KERB ADAPTOR TO
EXISTING KERB DETAIL.

 

 

DN100 PC CLASS SNI0.
CONNECT NEW PIPE
TO KERB ADAPTOR.

 

 

 

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 1008 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 6009 OR LESS = RUBBER RING JOINT.

9.2. RCP 6009 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:

111. 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 10 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.

 

 

 

 

 

Rev. | Description Date

 

Issue: FOR APPROVAL

 

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
‘[email protected]

  

ENGINEERS ‘awaua on™

DEBULD TA

 

Title: OPERATIONAL WORKS:
SURVEY & EXISTING SERVICES

 

Project 62 Park Road
Noosa Heads

 

 

Date: April 2018 | Drawn: CK | Design: TH
/ Drg No. te

25239-SW1.1) .

Checked: I

RPEQ 5835 N,
S Richardson |

 

 

 

 

 

he 1906.16

 

Page 5

 

 

108

SP184118

Scale 1:150 - Lengths are in Metres

ltt | | | | [| | J ft
1.5 0 1.5 3 45 6 75 9 10.5

—_

MAX WATTERSON
+ ASSOCIATES

CONSULTING SURVEYORS
& PLANNERS

12 Maple Street
PO Box 639
Cooroy Qld 4563

Ph. (07) 54426121
Fax. (07) 54425125
Email. [email protected]

12 13.5

Client SCG
CONSULTING
ENGINEERS.

LOCAL GOVT: NOOSA S.C.

LOCALITY: NOOSA HEADS

| Max Watterson, being a Consulting Surveyor registered with the Surveyors Board hereby,

- certify the information contained in this drawing is an accurate “as constructed”

representation of the works.

- accept responsibility for the “as constructed" information contained in this drawing.
~ acknowledge the “as constructed" information may be relied on by Council and others.

Certification of Stage by Mi blob ‘on 22-01-2020 Registered Surveyor No. $1788.

|_|

15

Project:
PLAN SHOWING
AS-CONSTRUCTED
DETAILS ADJOINING
LOT 108 ON
SP184118.

 

LINETYPE LEGEND
BANK BOTTOM
BANK TOP
BATTER
CROWN
GUTTER
GRAVEL
BITUMEN
KERB
CONCRETE
ELECTRICAL
WATER
DAMIPOOL
SEWER
DRAINAGE
‘TREELINE

— GARDEN

- TELSTRA
BUILDING
PAVING
RETAINING WALL
WALL,
GUARDRAIL
FENCE
BDY
MAJOR CONTOUR
MINOR CONTOUR

Plan 1 of 1

Date: 22-01-20

Scale: 1:150

Datum: AHD

PM 101160
RL 5.641

Cont.Int: 1.0m

Origin:

Ref:
02-1266AH

 

 

Page 6

 

 

=

 

108

SP184118
1
SP116607 Scale 1:100 - Lengths are in Metres
| | | | | | J | J
3 4 5 6 7 8 9 10 11

 

MAX WATTERSON
+ ASSOCIATES

CONSULTING SURVEYORS
& PLANNERS

12 Maple Street

PO Box 639

Cooroy Qld 4563

Ph. (07) 54426121

Fax. (07) 54425125

Email. [email protected]

 

Gient A. ST BAKER

 

Project:

PLAN SHOWING
LOCATION OF
IMPROVEMENTS
ADJACENT TO THE
NORTH-WEST
BOUNDARY OF LOT
108 ON SP184118.

 

LOCAL GOVT: NOOSA S.C.

LOCALITY: NOOSA HEADS

 

 

 

 

 

Scale: 1:100 Plan 1 of 1
Datum: Date: 22-01-2020
Origin:
Cont Int Ref:
ont.int:
02-1266AJ
NOTE: