221131Dw-b

Page 2

 

 

 

 

 

   
 

 

   
 
  

 

   
  
  

     
 

 

 

 

 

 

 
 

 

 
 

 
 

 

 

 

       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GENERAL NOTES (SOME MAY NOT APPLY) \ & > y
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we
1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS 2S THIS PLAN IS BASED ON THE CONTOUR
DRAWINGS AND SPECIFICATIONS.
2. BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES of SURVEY PLAN PROVIDED BY CAD CON
IN THE CONTRACT DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER. +
3, DO NOT SCALE FROM DRAWINGS IF IN DOUBT, ASK! w CONTOUR & DETAILED SURVEY PLAN
4. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS AND LEVELS,
» THE QUEENSLAND SUPPLEMENT) THE GUEENSLAND BUILDING ACT AMENDMENT ACT 1294 AND 229274-01-01 DATED 23-02-22 LINDSAY CONSULTING #7
6. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR TO
7. ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO BE uPVC
8. SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS AND
9, ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH OFF.
COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL'S DECISION Ne
10.CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S STANDARD THIS DRAWING REMAI THE PROPERTY OF
DRAWING AND SHALL BE CONSTRUCTED STRICTLY IN ACCORDANCE WITH COUNCIL STANDARD LINDSAY CONSULTING PTY LTD AND IS FOR
41. ALL TEMPORARY AND PERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY WITH Te THE SOLE USE OF THE CLIENT. NO PART
THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.). EXISTING LINE rs aoe a MAY BE USED IN PART OR WHOLE WITHOUT
MARKING SHALL BE REMOVED BY GRINDING NOT"BLACKING OUT". COUNCIL DOES NOT a at a . PRIOR EXPRESS WRITTEN CONSENT OF
APPROVE OF BLACKING OUT OF EXISTING LINE MARKING. KERB MARKERS SHALL BE PROVIDED . 4 a a <
FOR ALL WATER, TELSTRA AND ANY OTHER SERVICE CONDUIT ROAD CROSSINGS AS 4 4 < < LINDSAY CONSULTING PTY LTD
APPLICABLE. ; p.* ae a ty ag CLIENT AND PROJECT DESCRIPTION
. /Neighbouring crossover
Existing crossover to be removed g No.8 vib St NICK BROADHURST
7 oO. TTI
and replaced with turfed lawn. ela ce, PROPOSED DRIVEWAY
ft ag Re NO.6 MITT] STREET
Awe of 4 2 NOOSA HEADS
Concrete kerb fo be re-instated as Os : :
per detail B2 in aZw RS-080 IPWEAQ
DRAWING TITLE
ee
; 4 7 ITT EXISTING SITE CONDITIONS
sa aca gy @ 4
¢ a4y 4 o. . *
i Existing Crossover 2 SCALES
location to be relocated
a @ “a 2
NO.6 MITTI STREET, NOOSA HEADS 0 { 2 3 4m
Lot 4.0n RP67833
Orig. 1:
Protect your
PERSONAL
INTERESTS. SURVEY DATUM
ASSOCIATED CONSULTANTS
re-located of replaced to council
requirements
WARNING
THE CONTRACTOR SHALL CONFIRM THE
LOCATION OF ALL EXISTING SERVICES ON
AND EXTERIOR TO THE SITE INCLUDING
WATER MAINS, SEWER MAINS, GAS MAINS,
TELECOMMUNICATIONS CABLES, ELECTRICAL
CABLES, AND STORMWATER PIPES. ANY
DAMAGE TO EXISTING SERVICES SHALL BE
REPAIRED AT THE CONTRACTORS EXPENSE.
NOTE
THE ENGINEER MUST BE NOTIFIED
OF CHANGES PLANS. IF NOT, AS
CONSTRUCTED DRAWINGS WILL NOT]
BE ISSUED
REVISION LIST
itis the—responsibility—of the ‘A | ORIGINAL ISSUE 02/03/23
Foreman to contact the B_| COUNCIL RFI 16/03/23 21/03/23
relevant service authorities to
ascertain the exact location of
services prior to construction.
Existing Power pole to remain
~,
\
& DIAL BEFORE
& ‘yy .
= fe No.4 Mitti St Driveway crossover YOU DIG
[fonputer Fle
S 221B1DW.DWG
A aig EXISTING SITE CONDITIONS aawtiOOcmen |= cea
: ; : / 22-1131-F2 2/8

 

 

 

 

 

 

 

 

 

Page 3

 

 

 

GENERAL NOTES (SOME MAY NOT APPLY)

1, THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS
DRAWINGS AND SPECIFICATIONS.
2. BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES
IN THE CONTRACT DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER
3, DO NOT SCALE FROM DRAWINGS IF IN DOUBT, ASK!
4. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS AND LEVELS
5. ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS2890, THE (INCLUDING
THE QUEENSLAND SUPPLEMENT), THE QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND
6. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR TO
7. ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO BE uPVC
8. SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS AND.
9. ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL'S DECISION
10.CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S STANDARD
DRAWING AND SHALL BE CONSTRUCTED STRICTLY IN ACCORDANCE WITH COUNCIL STANDARD
11. ALL TEMPORARY AND PERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY WITH
THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.). EXISTING LINE
MARKING SHALL BE REMOVED BY GRINDING NOT'BLACKING OUT". COUNCIL DOES NOT
APPROVE OF BLACKING OUT OF EXISTING LINE MARKING. KERB MARKERS SHALL BE PROVIDED
FOR ALL WATER, TELSTRA AND ANY OTHER SERVICE CONDUIT ROAD CROSSINGS AS
APPLICABLE.

Blue Lines indicate new proposed carparking lines

Carpark 1 to be relocated to
original crossover location

 

LINEMARKING TO BE
IN AW AS1742.2:2009

 

 

 

New concrete driveway crossover
in aZw RS-049 & RS-050

Carpark 2 to be
relocated south
1300mm into the
existing no-parking

lined section
ay
S
Ss ~
do
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Q
S
Ss
Ww
Vv 2.
30g
2
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No parking line

   

oy Neighbouring cross
No.8 Mitti St

10 2

a 4 4

 

 

 

   
  

4

over —

 

| THIS PLAN IS BASED ON THE CONTOUR
SURVEY PLAN PROVIDED BY CAD CON
CONTOUR & DETAILED SURVEY PLAN
229274-01-01 DATED 23-02-22

 

PIY

LINDSAY CONSULTING
GStructurel§ Givi Engineers)

 

CAD CON Survey did not identify location of existing water meter. Water main is on the

northern side of Mitti St. Builder/Plumber required to confirm location of water meter prior

to work. If present in location of new crossover, then new water meter to be relocated by
an approved installer as directed by Unitywater. Water meter to be a 32mm min

 

 

 

New re-located/replaced tree to council requirements

 

NO.6 MITTI STREET, NOOSA HEADS
Lot 4 on RP67833

L RPEO 4928
OFF. 26/82 PARKER PIREET, MAROOPAYDORE PH Sh 792 118

 

THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD

 

CLIENT AND PROJECT DESCRIPTION
NICK BROADHURST
PROPOSED DRIVEWAY

NO.6 MITT] STREET
NOOSA HEADS

 

 

Protect your

PERSONAL

INTERESTS.
HEAI

EYES
EARS

Grated drain by others

 

HANDS

x

 

 

 

 
  
  

FEET

 

 

 

WARNING

THE CONTRACTOR SHALL CONFIRM THE
LOCATION OF ALL EXISTING SERVICES ON
AND EXTERIOR TO THE SITE INCLUDING

GARAGE
FFL 30.00

5039

 

v
>
v

 

 

 

 

 

Garage Block Wall - Partial Retaining”

 

8733

aN
Proposed Block Fence - Partial Retaining

 

 

New linemarking will reduce current
no-park line by 1.3m but still
acheiving an approx distance of 2.2m
to No.4 Mitti st driveway crossover

Existing Power pole to remain

PROPOSED WORKS LAYOUT

 

WATER MAINS, SEWER MAINS, GAS MAINS,
TELECOMMUNICATIONS CABLES, ELECTRICAL
CABLES, AND STORMWATER PIPES. ANY

DAMAGE TO EXISTING SERVICES SHALL BE
REPAIRED AT. THE CONTRACTORS EXPENSE.

 

 

 

NOTE

THE ENGINEER MUST BE NOTIFIED
OF CHANGES PLANS. IF-NOT, AS
CONSTRUCTED DRAWINGS WILL NOT
BE ISSUED

 

 

 

 

It is the responsibility of the
Foreman to contact the
relevant service authorities to
ascertain the exact location of
services prior to construction.

 

 

 

 

 

DIAL BEFORE |

YOU DIG

www.1100.com.au

 

 

DRAWING TITLE
PROPOSED WORKS LAYOUT

 

SCALES

 
 

Orig. 1:100

 

SURVEY DATUM

 

ASSOCIATED CONSULTANTS

 

REVISION LIST

 

ORIGINAL ISSUE 02/03/23

 

COUNCIL RFI 16/03/23 2703/23,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

{Computer File
221131DW.DWG

 

DRAWING NUMBER ‘SHEET

22-1131-F3 3|B

 

 

 

 

 

 

Page 4

 

 

 

 

VERTICAL SIMULATION HAS BEEN

PERFORMED BY AUTOTURN PRO AND NO
CONFLICTS WERE TRIGGERED OVER THE

LONG SECTION FOR A B99 VEHICLE

 

 

 

mmo 99_,
STANDARDS 2004 (AU

 

B99
STANDARDS 2004 (AU_NZ)

 

 

Ground Clearance (units: mm)

 

 

 
 
 
  

 

 

 

It is the responsibility of the
Foreman to contact the
relevant service authorities to
ascertain the exact location of
services prior to construction.

 

 

 

DIAL BEFORE

YOU DIG

 

 

 

      

 

 

 

 

 

 

 

OF CHANGES PLANS. IF NOT, AS
CONSTRUCTED DRAWINGS WILL NOT,

 

BE ISSUED.

 

 

 

 

 

 

 

Part # Front Wheelbase Rear
#1 120 120 120
Existing Services. Location and depths to
ram be confirmed onsite prior to construction.
x Builder to ensure adequate cover is
S achieved
SD
a
€
2
2
el
J]
|
fin 20
Tin 8 (1 in 40 Lin 22 1 in 9.6
DATUM RL = 26.000
2
Te) © o|o = 2 2 ° °
FINISHED SURFACE LEVEL| 8 8 §/8 5, 8 2| 8 8
oO So a/9 S So So fo) S
oO a} oO oO oO o o
2/9 io lo) a oD 2 2 °
EXISTING SURFACE LEVEL | 8/8 5] 8/8 3 e 8 8 8
S|9 S S/90 So So So So So
00 oO oO] 0 oO oO oO o o
ie) ioe) |
CUT / FILL DEPTH 3 § -/8 q g s| 3 5
3 9 c| 2 N ~ N a
S z 2\F 9 9 9| 9
Lo ° °
CONTROL LINE CHAINAGE 2 g\3g 0 8 s| 8 g
io Oo] '2 S of} A = oO
° = 9/9 wo © = - =

 

 

 

 

 

 

 

 

 

 

 

 

LONGITUDINAL SECTION A

 

Proposed Garagé FFL 30:000

Grated drain by others

www.1100.com.au ony
LINDSAY CONSULTING (i;
Protect our Structural vil Engineers
PERSONAL WARNING HFEO W928
INTERESTS THE CONTRACTOR SHALL CONFIRM THE f PARODY
° LOCATION OF ALL EXISTING SERVICES ON THIS DRAWING REMAINS THE PROPERTY OF
eve we ANS SEW MAINS GAS MAINS LINDSAY CONSULTING PTY LTD AND IS FOR
EARS TELECOMMUNICATIONS CABLES, ELECTRICAL Why Be USED IN Ant ow able Sanur
CABLES, AND STORMWATER PIPES. ANY
poor | | PRIOR EXPRESS WRITTEN CONSENT OF
HANDS JAMAGE TO EXISTING SERVICES SHALL BE LINDSAY CONSULTING PTY LID
REPAIRED AT THE CONTRACTORS EXPENSE.
NOTE CLIENT AND PROJECT DESCRIPTION
FEET THE ENGINEER MUST BE NOTIFIED NICK BROADHURST

PROPOSED DRIVEWAY
NO.6 MITT] STREET
NOOSA HEADS

 

DRAWING TITLE
DRIVEWAY SECTION

 

 

1

 

 

 

NOTE

 

All appropriate permits must be obtained from relevant council, specifying crossing type
construction materials, location, levels, surface finishes and dimension
Alternative materials for construction, other than reinforced concrete,
for approval.
Crossing to be constructed square to the street alignment, whol
frontage from invert of channel to property boundary.
One access to be constructed per allotment unless
To reduce impact on available street parking, c
neighbouring property's parking needs when selecting a crossing location.
Crossing to be located clear of existing gully pits. where this cannot be achieved, the gully pit
and pipework may be relocated at the property owner's expense, subject to approval of the
art council

ing to be clear of all service authority's fittings, manh
-vart Council approval, where this cannot be achieved
contained within the area of new driveway, pit surface to match approved driveway finished

  
  
 

   

 

 

   
  

 

 

herwise approved by relevant Council
ation is to be given to visitor's and

 

  

 

  
  

 

and pits. Subject to

   

  

Kerb adaptors and associated roofwater drainage to be located clear of vehicular crossings.
Council will not relocate traffic islands or provide breaks in traffic islands to allow driveway
access.

 

). For water sensitive urban design verges, the vehicular crossing is subject to relevant council

desi

 

and approval
Driveways must achieve a high point of 250mm above invert of kerb to ensure stormwater is
contained within the road reserve as per requirement of Q.U.0.M. (Queensland Urban Drainage
manual). This constraint may be varied upon the approval of the relevant Council

Under special circumstances Council may approve a rising grade of 1:6 max or falling grade
Longitudinal grades along property boundary must allow for free drainage and

 

 

 

 

  
  

Path zone width may vary to match
Path earthworks adjoining
Earthworks cut and fill batters way or path to natural surface
maximum grade at 1 in 10 and fully turfed prior to council inspection

Existing po ned to new driveway at a maximum grade o
Plain concrete surfaces to be heavy broom finished

Decorative surfaces are subject to relevant council approval, where approved, to have a Smm
max depth variation in the finished surface profile, All finished surfaces of driveways are to
comply with the requirements of AS/NZS 3661.1 slip resistance of pedestrian surfaces.
Exposed aggregate finish subject to relevant council approval due to environmental reasons.
Expansion joints to be 10mm thick full depth closed linked polyeth foam (85 -
150 kg/m), or 8.5mm thick bitumen impregnated com granulated cor
to manufacturers’ instructions. Seal surface of joint with a suitable polyurethane sealant.
Concrete surface tolerance to be, #8M™over 3 metre sections.
Concrete to be minimum grade N32"in accordance with AS 1379 and AS 3
Concrete construction to comply with the requirements of AS 3600, con:
Reinforcement fabric to AS 1304, 50 top and edge cover, lap fabric 250.
Control joints are to be sealed with a low modulus self priming sealant to the manufacturers
specification. refer RS-065.

Formwork and reinforcement shall be in place and inspected and approved by the relevant
council prior to placement of concrete

Maintenance of the crossings are the responsibility of the property owner.

Drawing to be read in conjunction with RS-049,

Cross fall of existing pavement adjacent to the driveway to be checked. If cross fall exceeds
3%, relevant Council will decide if driveway needs to be re-designed to ensure satisfactory
clearance for vehicles.

All dimensions are in millimetres unless shown otherwise.

   

 
    

     

 

1 in 10,

  

  

   

 

 

 

cross

      

 

 
  

 

  

 

  
 

SCALES

 

Orig. 1:100

 

SURVEY DATUM

 

ASSOCIATED CONSULTANTS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REVISION LIST
A [ORIGINAL ISSUE 02/03/23
B | COUNCIL RFI 16/03/23 2703/23,
{Computer File

221131DW.DWG
DRAWING NUMBER SHEET] REV.

 

 

 

22-1131-F4 4/B