Engineering · OPW22/0295

Page 2

 

DRAWING SIZE — At

 

HEIGHT DATUM

LOT 2 & 3 ON MCH3881
Level Datum AHD iI
Level Origin PM 105735, RL 4.577
Gympie Tce, Noosaville

Survey information provided by | !
Max Watterson & Associates

 

 

 

LEGEND

+\89 EXISTING SURFACE SPOT LEVELS.

EF 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

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

 

 

 

 

 

  

 

1 8 Sh 8

42

   

 

 

~~ 2-Storey
Building ~~

 

 

 

 

 

4 ee

——-

HAPLAIN PARK

9
re

EX. SMH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

   

|7.68Eave 7.69Eave.

Window Opening PX.
Top 7.30 ‘,

    

Bottom 6.26 { \
Ay 1 \
: } \
Window N
3h , 16 ny op 7.30 N, A
vee 18 ADA: ‘ Bottom 6.38| . 98
tN — ia
} —4- Bafcany_\_--_-----__------------= | N 8 2 Storey
7. 456 N 6.89Eave 2 i) 2 rt Building
* AW | gh
a fs" Be
i 7ON,
|
2 Storey | Window
Building 50 | 5 Beton % 38.
A: So?
pe

        

      

1

1

l
x

 

 

 

 

 

 

 

  

www.dialbeforeyoudig.com.au

SAY DIAL 1100

 

BEFORE YOU DIG

 

 

 

 

 

 

 

 

 

 

GYMPIE

TERRACE

SITE PLAN — SITE SURVEY & EXISTING SERVICES

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

 

 

- 7.62Eave| gee Soar ge Bes 7 61E
Pe 4 i EXISTING BUILDINGS oot getgi Gee ag!
6 7 8 eos 8
“a TO BE DEMOLISHED E 3
AO ToS. at s ©
i 6.89 Al | Single Storey
I i 11 a * a Buildini
a eo oat LAS ht ” (os se 9
\" 142 9 oes
Pp on a8 Ae
trot the? 4 Landi ;
| Steps | ey 3.69 [so Lo |
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ae IL 3 7 ih
oon S1 12
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42 ~— — — ‘ 43° 4
AN at rte W.M + A243 + Wat 5 on WM
0 oh Ko rT Ke .
BF _s 4 E #06 E *, FH 2 a 1.92 Bus Shelter | eo el * 6
00 ee ae ae &| ¥L------ a7 4h 7 dz 6
at = 9 * - 8 Ava: —,
{2 ae + sad ARAB 90 Roo— e428
oor a a Cr ae a6 SRT vee +
Agr a TAAD TAD ae ctr Ne “AA VAN AGB je SWPT at XX
! '
6 L LINE MARKING g Po

KE
EX. SWPT
EX. SMH
EX. SCP
E.0.B.
K&Cc
NS.L.
FH.
TP
EP.
KERB
RCEW
SV
W.M

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

 

 

 

“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.

 

a Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604

email:[email protected]

web:www.scg-engineers.com
ABN 40 098 481 299

DEBUILD T/A

 

 

 

 

 

“SITE SURVEY & EXISTING
SERVICES
130-152 Gympie Tce,
Noosaville

Date: Sept 22 Drawn 1H Design H

 

 

 

| 85, | 32225 -OW11| -

 

 

Page 3

 

 

DRAWING SIZE — At

 

HEIGHT DATUM

LOT 2 & 3 ON MCH3881
Level Datum AHD iI
Level Origin PM 105735, RL 4.577
Gympie Tce, Noosaville

Survey information provided by |
Max Watterson & Associates

 

 

 

EXISTING SIDE ENTRY
PIT OR SIMILIAR
GRATED PIT

SILT FILTER SOCK TO SURROUND
GRATES AND SIDE ENTRY INTO

 
  
   

KERB é& CHANNEL

SILT FILTER SOCK DETAIL

EXISTING STORMWATER

PROVIDE SILT FENCE
AROUND INLET AS PER
DETAIL ON THIS SHEET.

PROTECTION OF EXISTING STORMWATER PITS

LEGEND

+180 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

a INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

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

———— SLE SILT RETENTION FENCE TO DETAIL

INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINERS DETAIL.

wee RW

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

PROVIDE RUMBLE) GRATES
DURING SITE BULK EARTHWORKS.

80-120mm ROCK (NO FINES)
HARD STAND OVERLAY

FOR DELIVERY'S [DURING
CONSTRUCTION. TYPICAL.

 

— 2 ah ,e
“  —- __CHAPLAIN PARK
———— ee ah. , \ .
—___ */ rt ree
ao — 4? —
eg — ' EX. SMH

: I
PROPOSED BASEMENT EXCAVATION
REFER SCG DRG. 32225 — OW3.1
FOR DETAILS

 

 

 

 

 

 

 

4d
+
42 Lp
+ y
— fo
NN Avs J
~— + 7
+ kK
9 Ze *
gv
Waa

 

 

 

 

 

CREATE BUNDING IN
TEMPORARY HARDSTAND

 

 

FOR DIVERISION INTO
SILT FENCES. TYPICAL.

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

 

GYMPIE TERRACE

  
 
 

 

PROTECT EXISTING

STORMWATER INLETS WITH

FILTER SOCK SURROUND,

REFER DETAIL.

SITE PLAN — SILT & SEDIMENT EROSION PLAN

Scale 1: 200

 

SITE DRAINAGE — CONSTRUCTION

ENSURE GROUND PROFILE DURING CONSTRUCTION
FALLS TOWARDS THE CENTRE OF THE ALLOTMENT
THEN TOWARDS THE FRONT BOUNDARY WHERE
RUNOFF WILL DRAIN THROUGH THE SILT POND & SILT
FENCES. IN NO INSTANCE SHALL THE ALLOTMENT
DRAIN INTO NEIGHBOURING ALLOTMENTS.

 

 

SITE DRAINAGE — CONSTRUCTION
CONSTRUCTED STORM WATER PITS WITHIN THE SITE

ARE TO BE COVERED UNTIL THE SITE IS COMPLETED
OR TO BE FITTED WITH SILT PROTECTION MEASURES
TO THE APPROVAL OF THE ENGINEER

 

 

900(W) GEO-FABRIC SILT
FENCE, FIXED TO SPIKES ——»

AND BURIED 300 INTO
STABLE GROUND.

1200(L) 50 SQ. HDWD
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND.

KEY CONSTRUCTION NOTES.
GENERAL:

EX. SWPT EXISTING STORMWATER PIT 1. DO NOT SCALE FROM THIS DRAWING.
EX. SMH — EXISTING SEWER MANHOLE 2. ALL DIMENSIONS IN MILLIMETRES
EX. SCP EXISTING SEWER CONNECTION POINT 3. SETTING OUT DIMENSIONS ARE 70 BE OBTAINED FROM THE
E.0.B. EXISTING EDGE OF BITUMEN ARCHITECTURAL DRAWINGS.
K&C — EXISTING KERB & CHANNEL 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
N.S.L. NATURAL SURFACE LEVEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
FH. FIRE HYDRANT ENGINEER IMMEDIATELY.
TP TELSTRA PIT 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
EP. ELECTRICAL PILLAR SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
KERB EXISTING KERBING ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
RCEW REINFORCED CONCRETE END WALL THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
SV STOP VALVE
WM WATER METER

DUST MOBILISATION FROM WIND ACTION

SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE OF
SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL
STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING
AROUND BASE OF STOCKPILES

MAINTENANCE OF SILT PROTECTION

SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION
MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY
BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED
IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION
MEASURES. SILT RUNOFF PROTECTION IS TO BE MAINTAINED UNTIL
SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT
SUSCEPTABLE TO STORMWATER SCOUR.

Yq SILT RETENTION

THE CONTRACTOR IS TO INSTALL APPROVED SILT

s RETENTION FENCES PRIOR TO COMMENCING ANY

° EARTHWORKS. THE FENCE IS TO BE CONSTRUCTED ALONG
THE LOWEST BOUNDARY AND RETURNED UP SIDE
BOUNDARIES TO ENSURE FULL STORMWATER ENTRAPMENT.
SURFACE RUNOFF FROM WITHIN THE ALLLOTMENT MUST
DRAIN TOWARDS THE FENCE AND SHALL NOT ENTER
NIEGHBOURING ALLOTMENTS THROUGH THE USE OF
SURFACE BUNDING OR SCOUR PROTECTED DRAINS. THE
FENCE MUST REMAIN IN PLACE UNTIL SUCH TIME THAT
FINISHED LANDSCAPING AND DRAINAGE MEASURES ARE

SILT FENCE DETAIL — 'NSTALLED

   
  
  
 

 

 

06.1

 

 

Revision | Description

 

Date

 

 

Iss

* 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.

 

DEBUILD T/A

C) St

Unit 1/11 Project Ave,
Noosa Heads

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

web:www.scg-engineers.com
ABN 40 098 481 299

 

Title:

SILT & SEDIMENT EROSION

PLAN

 

Project

130-152 Gympie Tce,

 

 

 

Checked:
=] RPEQ 5835
| S Richardson

 

Noosaville
Date: Sept 22 Drawn 1H Design 1H
Drg No. Rev.

 

$2225-OW2.1, «

 

 

 

Page 4

 

DRAWING SIZE — At

 

HEIGHT DATUM

LOT 2 & 3 ON MCH3881
Level Datum AHD ih
Level Origin PM 105735, RL 4.577

Gympie Tce, Noosaville

Survey information provided by
Max Watterson & Associates

 

 

 

 

 

SITE_DEWATERING

— THE SITE IS TO BE CONSTANTLY DE-WATERED UNTIL THE GROUND
LEVEL SUSPENDED SLAB IS POURED.

— THE DESIGN AND INSTALLATION OF THE DEWATERING SYSTEM IS TO
BE BY A SPECIALIST CONTRACTOR.

—APPROX GROUND WATER TABLE OF 1.0m BELOW EXISTING GROUND
LEVEL. SEASONAL & TIDAL VARIATIONS NOT CONSIDERED

—GIVEN THE CLOSE PROXIMITY TO THE NOOSA RIVER, GROUNDWATER
LEVELS WILL VARY WITH TIDAL INFLUENCE AND PREVAILING WEATHER
CONDITIONS.

—EXTRACTED GROUNDWATER IS TO BE TREATED IN ACCORDANCE WITH
RECOMMENDATIONS PROVIDED IN A FUTURE DEWATERING MANAGEMENT
PLAN & SITE GEOTECHNICAL REPORT

— TREATED EXTRACTED GROUNDWATER IS TO BE DIRECTED TO COUNCIL

STORMWATER, FINAL OUTLET LOCATION TO BE APPROVED BY NOOSA
COUNCIL.

— PUMPING MUST NOT CAUSE NUISANCE FOR NIEGHBOURS. ENCLOSING
WITHIN A SOUND PROOF ENCLOSURE MUST BE CONSIDERED.

TEMPORARY CFA PILED RETAINING WALLS
— CFA PILED RETAINING WALL DESIGN AND INSTALLATION
BY A SPECIALIST CONTRACTOR

— DRIVING OF PILE WALLS NOT PERMITTED

— INSTALLATION OF GROUND ANCHORS INTO NEIGHBORING
PROPERTIES NOT PERMITTED WITHOUT OWNERS CONSENT
— ADDITIONAL MEASURES SUCH AS GROUTING THE JOINTS
IS RECOMMENDED TO REDUCE GROUNDWATER INFLOWS.

— PROVIDE GROUND MONITORING/VIBRATION CONTROL
DURING INSTALLATION.

— ESTABLISH SURVEY MONITORING POINTS ALONG PILED
WALL TO MONITOR WALL ALIGNMENT/ GROUND MOVEMENT

 

 

 

 

    

ESTABLISH SURVEY MOITORING POINTS ALONG PILE WALL
CAPPING BEAM TO MONITOR WALL ALIGNMENT/GROUND
MOVEMENT, PILING CONTRACTORS ENGINEER TO BE ADVISED OF
ANY OBSERVED MOVEMENT

 

 

 

 

 

 

 

 

Ground /
pad Teve
UNSTABLE
&
te, 2
THIS FOOTING IS FOUNDED oo
BELOW CRITICAL DEPTH PY, Lid
LINE AND IS STABLE. STABLE ye oN
PIERS OR UNDERPINNING FOUNDED

 

 

BELOW THE CRITICAL DEPTH LINE
WOULD BE NEEDED TO SUPPORT
ANY FOOTING THAT IS FOUNDED

ABOVE THE CRITICAL DEPTH LINE.

Horizontal 30 De

CRITICAL DEPTH LINE

LEGEND

     

EXISTING STRUCTURE /DWELLING
INCLUDING NEIGHBOURING
ALLOTMENTS

 

THE BUILDER /CONTRACTOR
SHALL CONFIRM ALL
RELEVANT LEVELS PRIOR 10
COMMENCING WORKS.

 

 

 

 

I

t

| THIS FOOTING WITHOUT
t_ PIERS |S FOUNDED

ABOVE CRITICAL DEPTH
LINE AND IS UNSTABLE.

|

I

{

\ UNE OF PROPOSED
\—"— EXCAVATION OR OTHER
| TRENCH.

|

I

|

 

ees

NOTE:

THIS DETAIL ALSO APPLIES TO EXISTING
FOUNDATIONS ON NEIGHBOURING
PROPERTIES. SHEET PILING MUST BE
INSTALLED WHERE EXISTING FOOTINGS WILL
BE FOUNDED ABOVE ANY EXCAVATION
CRITICAL DEPTH LINE

_---77 INDICATES PROPOSED SURFACE

48.077

+180

/D

FILL (POSITIVE) AS NOTED

 

INDICATES AREA OF CUT

 

 

INDICATES AREA OF FILL

 

 

 

CONTOURS AND LEVELS TO AHD.

EXISTING SURFACE SPOT LEVELS.

INDICATES DEPTH OF CUT (NEGATIVE) OR

INDICATES POSITION OF TEMPORARY

SPECIALIST CONTRACTOR

SHORING, DESIGN AND INSTALLATION BY

— 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

AS NOTED

INDICATES STORMWATER DRAIN EXISTING

INDICATES POSITION OF RETAINING WALL

TO STRUCTURAL ENGINERS D

 

www.dialbeforeyoudig.com.au

 

BEFORE YOU DIG

 

 

 

 

ETAIL.

BUILDER TO MAINTAIN STABILITY
OF ALL NEIGHBOURING STRUCTURES,

REFER CRITICAL DEPTH LINE DETAIL
ON THIS SHEET

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

EX. SWPT EXISTING STORMWATER PIT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

6 4——- BASEMENT WALLS TO STRUCTURAL FINAL BASEMENT SLAB THICKNESS TO
z | ENGINEERS DETAIL BE DETAILED BY STRUCTURAL KE
go ENGINEER
se |
al
Be | PAVEMENT AS EX. SMA
Ss EX. SCP
= ? RAFT SLAB TO DETAILED ON DRG FOR
I STRUCTURAL ows. K&C
M1 ENGINEERS DETAIL. NSL.
| 5 FH
ly ay Oy
2 TP
- y Be FPL AS a EP.
= FPL AS NOMINATED. S KERB
| “ a NOMINATED. S RCEW
7/7 S.V
- Vy CLL YY 7 i W.M
4
CL 7
eR NS TANKING WATERPROOF BLANKET WITH
PRIMER & PROTECTIVE COATING INSTALLED
BY SPECIALIST CONTRACTOR TO DRIVEWAY / CARPARK PAVEMENT
MANUFACTURERS’ SPECIFICATIONS &
CERTIFICATION.
( a LEVELS DIAGRAM
FINISHED LEVELS DIAGRAM TYPICAL SECTION
TYPICAL SECTION
——— — “Up
+lp —_—_ : .
CHAPLAIN PARK -
———— * xa /. , . av :
, ——— */
e \-—J— 1
a fT ee  -0.765
a 0.700
48 POOL a ee
EXCAVATION 06 ;
TOP : 2.10 Th he | S i _1w Ay EXCAVATION TOP : 2.10
BTM : 1.65 a us [05795 Nf 120.812 =0.828 | BTM : 1.45
= 0.45m ae] -0.900] i +10.646 >To ea H = 0.65m
7! = 3 = D .
0.584 RGR ann ~ 0.670) |
Ie 7 Sl 7 2 —_ Sart (RRR S] a | INDICATES CFA CONCRETE PILING OR SIMILAR, DESIGN AND
ENSURE 600mm MIN. BEHIND \~ —2.218 i |* | * * [2140/1 INSTALLATION BY OTHERS. MINIMUM VIBRATION TECHNIQUES TO
PILING TO ALLOW FOR | | SN I | I BE USED FOR INSTALLATION, VIBRATION CONTROL AND
ACCESS FOR BASEMENT I: | SS I _es Z I [——— MANAGEMENT BY PILING CONTRACTOR. BUILDER TO CONFIRM
WALL WATERPROOFING. | | NI ey a NS | EXTENT REQUIRED 10 SATISFY CRITICAL DEPTH LINE
TYPICAL. 600mm MIN. | N Jo \ | PROTECTION | oF NEIGHBOURING STRUCTURES.
c— | ~ a \ .
: S71 + . |
| ‘S ie a /| BF
| | RESIDENTIAL St !
=2.295 |  DEVELOPWENT N
0511 ———— hy ESTABLISH SURVEY MOITORING POINTS ALONG PILE WALL
rl FFL: —0.300 1 CAPPING BEAM TO MONITOR WALL ALIGNMENT/GROUND
| > el . . MOVEMENT, PILING CONTRACTORS ENGINEER TO BE ADVISED OF
| FPL: —0.700 ANY OBSERVED MOVEMENT
‘ | | i ! | |
TOP : 2.10 | | OK 2.296 ~2.200}! 10.600] | TOP : 2.10
BM : 1.80 | | J > st © | BTM : 1.55
= 0.30m \ | | | al = Ma | / H = 0.55m
| | Ae |
| L—4 |! 4 DASHED LINE INDICATES | TOP : 2.50
TOP : 2.50 [9.999 — 7.300 aaa *° PROPOSED BUILDING | BIM : 1.50
BIM : 1.70 : ! | [Z FOOTPRINT Ke H = 1.00m
= 0.80m i
i aa - Oe
46! 1 _\ Ae
+ ! | + Z| F
oon a | |
, 48
1 a + :
TOP : 2.30 IW Fo 949
BIM : 1.50 1=2ci2| een ——————
H = 0.80m & ]
LES : mt
a! —=~ SI [ DA
* ba 0.764 eS 0.211 DRIVEWAY ;H = 0.80m
OT aah. ? REFER Drg. OW4.1 & :
Ss OW4.2 FOR DETAILS. l
NS 0.209

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

TERRACE

 

SITE PLAN — EARTHWORKS & PILING PLAN

Scale 1: 200

 

PRIOR TO COMMENCING WORKS,
UNDERTAKE DILAPIDATION REPORTS OF
ALL NEIGHBORING DWELLINGS/STRUCTURES

 

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL

 

 

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.

 

 

SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE

 

 

SITE GEOTECHNICAL

INFORMATION/ RECOMMENDATIONS PRESENTED IN
A FUTURE GEOTECHNICAL INVESTIGATION REPORT
COMPLETED BY A GEOTECHNICAL ENGINEER.

 

 

 

NOTE:

CUT/FILL LEVELS SHOWN REPRESENT THE FINISHED PAD
LEVEL (FPL) TO THE UNDERSIDE OF THE GROUND BEARING
SLABS AND PAVEMENTS AND INCLUDES THE CRUSHER
DUST OR ROAD BASE LAYERS 10 BE PROVIDED UNDER THE
SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED.

 

 

 

DILAPIDATION REPORT:
PRIOR TO ANY CONSTRUCTION

UNDERTAKE DILAPIDATION REPORT OF ALL
NEIGHBORING DWELLINGS/ STRUCTURES.

 

RC PILES, DESIGN
BY OTHERS

©--

EXCAVATION DEPTH
V

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

EXISTING GROUND LEVEL
—_ vv

 

 

   
 

 

   

PILE DESIGN BY OTHERS

  

      

    
 

 

 

(OCD CONCRETE PILED RETAINING WALL

 

(7 SECTION

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.

FILLING NOTES

—THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC
MATERIAL AND DEBRIS.

—THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL
DRUM ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD
DENSITY OF 98%. THE COMPACTION IS TO BE SUFFICIENT TO
ACHIEVE A BLOW COUNT OF 7 BLOWS PER 300mm WITH AN
APPROVED PERTH SAND PENETROMETER FOR A DEPTH OF
1.0m BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST
RESULTS SHALL BE PRESENTED TO SCG CONSULTING
ENGINEERS FOR APPROVAL.

—UNLESS NOTED OTHERWISE A MINIMUM BEARING CAPACITY
OF 100kPa SHOULD BE ACHIEVED WITHIN COMPACTED FILLING.
COMPACTION & BEARING CAPACITY TEST RESULTS MUST BE
PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL
PRIOR TO WORKS PROCEEDING.

—THE FILL MATERIAL CLEAN GRANULAR MATERIAL (I.E. SAND
TO A CLAYEY SAND IN ACCORDANCE WITH AS1726) BE FREE
OF ANY ORGANIC MATERIAL AND HAVE A CLAY CONTENT OF
LESS THAN 12% (PLASTICITY INDEX LESS THAN 25%, LINEAR
SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO ITS
REMOVAL TO ENSURE ITS COMPATIBILITY.

—THE FILL IS TO BE PLACED AND COMPACTED IN
ACCORDANCE WITH AS3798-1996 TO A LEVEL SUFFICIENT TO
ACHIEVE A LEVEL 2 CERTIFICATION WITH A MINIMUM RELATIVE
FIELD DENSITY OF 98%. COPIES OF COMPACTION TEST
RESULTS SHALL BE PRESENTED TO SCG CONSULTING
ENGINEERS FOR APPROVAL.

FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
DETAILS AND SPECIFICATIONS.

—AREAS WHERE EXISTING STRUCTURES OR TREES ARE
REMOVED SHALL BE BACKFILLED WITH THE APPROVED FILL
MATERIAL COMPACTED IN ACCORDANCE WITH AS2870-1996 TO
ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 987.

—ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
PREPARATION SHALL BE REMOVED AND REPLACED WITH THE
APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE WITH
AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD
DENSITY OF 98%.

—SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
ISTALLED PRIOR TO CONSTRUCTION COMMENCING.

 

 

Revision | Description

 

 

Date

 

“FOR APPROVAL

 

the written permission of SCG Consulting Engineers.

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

 

C) S06

DEBUILD T/A

ABN 40 098 481 899

Unit 1/11 Project Ave,
Noosa Heads

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

 

Title:

EARTHWORKS PLAN

 

 

 

 

 

 

Project
150-132 Gympie Tce,
Noosaville
Date: Sept 22 Drawe Design TH
_| Checked: Drg No. Re
1400 @ AS i S Richardson |) | 02220 —OW3.1) .

 

 

 

Page 5

                  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

Page 6

 

 

DRAWING SIZE — At

 

HEIGHT DATUM

LOT 2 & 3 ON MCH3881
Level Datum AHD ih
Level Origin PM 105735, RL 4.577
Gympie Tce, Noosaville

Survey information provided by | !
Max Watterson & Associates

 

 

 

LEGEND

_---77 INDICATES PROPOSED SURFACE
\8.07 CONTOURS AND LEVELS TO AHD.

EXISTING SURFACE SPOT LEVELS.

INDICATES DIRECTION OF FALL
TO FINISHED SPOON DRAINS.

RANP. INDICATES DIRECTION OF RAMP UP OR
SS DOWN AS INDICATED

+180
5.0% > INDICATES FINISHED SURFACE GRADE
FALL

x | 29.740 INDICATES PROPOSED FINISHED
SURFACE LEVELS

(SWP) FIELD INLETS OR JUNCTION BOX PRE-CAST
CONCRETE CAST-INTO PAVEMENT, REFER DRG
SW1.1 FOR FURTHER DETAILS.

GD—xxx GRATED DRAIN CAST-INTO PAVEMENT.
(Cm «—CREFER DRG SWI.1 FOR FURTHER DETAILS

@) SLAB POUR BREAK CONTROL JOINT,
REFER DRG. OW4.3 FOR DETAILS

____ (1) DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DRG. OW4.3 DETAILS

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

C_] LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.

TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND

REINFORCING.
RAMP INDICATES DIRECTION OF RAMP UP OR
——— > _ DOWN AS INDICATED
5 ——__ INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

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

a INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

—— Sw/ex INDICATES STORMWATER DRAIN EXISTING
AS NOTED

INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEERS DETAIL.

wee RV

 

www.dialbeforeyoudig.com.au

SA DIAL 1100

yy BEFORE YOU DIG

 

  

 

 

 

FOR STORMWATER PIT
DETAILS. REFER DRG —
32225-SW1.1. TYPICAL

SAWCUT EXISTING FOOTPATH AND |SMOOTH
TRANSITION TO NEW FOOTPATH, ND STEP,
EXTEND NEW FOOTPATH CONCRETE 100mm
UNDER CUT EDGE OF EXISTING FODTPATH.

TYPICAL

DEMOLISH & REMOVE EXISTING
DRIVEWAY CROSSOVER AND

 

 

 

 

 

 

 

 

 

  

 

 

 

To
ee
ee
EX. SMH Vent Pipe
oO
Oo
5 ————— TT
5 i POOL =| . =
a 18) LI Ji} Poo. fi
oO
gooo0c005 : | 4 eI
x o o oO
+ Oo E = (SWP) (SWP) = F
Sq lo o
4 (HP) _
é . (SWP) (sup)
iS OR \ 1 3]
2 \ | \ |
ae 1
GROUND drown, | GROUND GROUND
FFL 2.700 FFL 2.700 FFL 2.700 FFL 2.700
4 \ L ,
— - EP SAAX SOS
|
|
| (swe) * RESIDENTIAL | | RESIDENTIAL (SWP) | :
e= | 0 | DEVELOPMENT| YOO |=) = | oo | DEVELOPMENT | YD | §
| (SWP) (SWP)
IN
a —[= . |
, oo
Fi fom 1 Fo | 4 > |
a GARAGE | GARAGE a i | GARAGE GARAGE
Q FFL 2.200 js J FFL 2.200 \ FFL 2.200 FFL 2.200 |
oO 3 Lb \ |
f a wW {
# 0 5.670m. \__[5.670m |
5 5.670m 5.670m ;
0 wwe

Du

 

 

 

 

~~ CHAPLAIN: PARK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   
      
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

i— — ———

9

 

 

 

 

 

PE ——————————— T

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.

 

 

7.0m_AT FLARES

 

 

GYMPIE

DRIVEWAY CROSSOVER (SHOWN HATCHED) 10
BE GENERALLY IN ACCORDANCE WITH IPWEA

STD DRG RS-051 (GENERAL WIDE) AND
COUNCIL REQUIREMENTS. LEVELS AS NOTED.

 

NEW CONCRETE FOOTPATH/PAVED
AREAS SHOWN SHADED TO COUNCIL

|___ STANDARDS (IPWEA Drg SEQ R-065),
MAX TOOL JOINT SPACINGS AT 2.0m
CTRS, REFER LANDSCAPE ARCHITECTS
PLAN FOR SURFACE TREATMENTS

SITE PLAN — DRIVEWAY & CROSSOVER PLAN

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

 

 

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

 

 

 

 

LINE MARKING

TERRACE

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.

 

   
   
 

 

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.

ROAD ASPHALT EDGE TO BE SAW CUT
AS REQUIRED AND REINSTATED TO
MATCH EXISTING.

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

 

 

KE
EX. SWPT EXISTING STORMWATER PIT
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL

FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR

KERB EXISTING KERBING

RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE

W.M WATER METER

10 . Checked: Drg No. Re
1:200 @ Al |
mann 400 @AS | § Richardson $2225-OW4.1)

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 10 BE REFERRED 10 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 1504, PLACED CENTRAL
SLAB DEPTH.

6. MAX. 1 in 40 CROSSFALL (ACCROSS) ON FOOTPATHS.
7. EXPANSION JOINTS AS NOTED (T.J.) ON PLANS TO 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

 

 

 

 

 

 

 

 

 

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.

 

email:[email protected]

web:www.scg-engineers.com
ABN 40 098 481 299

>» Unit 1/11 Project Ave,
F Noosa Heads
Ph (07) 5455 5604

DEBUILD T/A

 

Title:

DRIVEWAY & ACCESS PLAN

 

 

 

 

Project
130-152 Gympie Tce,
Noosaville

Date: Sept 22 Drawn 1H Design H

 

 

 

 

 

Page 7

 

LEGEND

--~~ INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.

+ EXISTING SURFACE SPOT LEVELS.

INDICATES FINISHED SURFACE GRADE
INDICATES DIRECTION OF FALL

TO FINISHED SPOON DRAINS.

RAMP INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

x | 29.740 INDICATES PROPOSED FINISHED
[29.740 SURFACE LEVELS

(SWP) FIELD INLETS OR JUNCTION BOX PRE-CAST

B Kl CONCRETE CAST-INTO PAVEMENT. REFER DRG.

SW1.1 FOR FURTHER DETAILS.

CD—xxx GRATED DRAIN CAST—INTO PAVEMENT.
tooo REFER DRG. SW1.1 FOR FURTHER

DETAILS
(T.J.) DENOTES WET TOOLED JOINT TO TERRACE

SLAB, REFER TO DRG. OW4.3 DETAILS

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

C_] LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.

TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND

REINFORCING.
RAMP. INDICATES DIRECTION OF RAMP UP OR
—=~- DOWN AS INDICATED

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

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

a INDICATES TELSTRA LINE APPROX

~~ CHAPLAIN: PARK

 

Vent Pive

 

 
    
    
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       
    
    
 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

oO
Oo
Oo
O
o 5
Oo 5
oooo00000 Qo {
4 oO oO
é HO 5
oJ (SWP) —__ + __ a
4 ap Lt
4 (SWP) | (SwP) (Swe)
I XY ; aie |
\ |
3 | )
3 |
GROUND drouno ty GROUND GROUND
FFL 2.700 FFL 2.700 I FFL 2.700 FFL 2.700
| \ | |
— + . HL Boor SOM
1 I | I |
| | I
4 (sw) RESIDENTIAL | {| RESIDENTIAL (SWP :
= i! 00 | DEVELOPMENT.) OD ve! =! woo | DEVELOPMENT|‘ |
or \ l
| | (SWP) (SWP)
FOR STORMWATER PIT | IN ’ ;
DETAILS. REFER DRG — | |
— 2 \ |
32225-SWI.1. TYPICAL — East
on) i |
oOo je 7 _ { .
Oo | | — 2
f O I | 7
¢ 0 baRAGE Ippo 4
Oo GARAGE GARAGE GARAGE
oO FFL 2.200 js | FFL 2.200 FFL 2.200 FFL 2.200 |
o LS |
| oO (KY |
ac} wy \ E
oO tk J int \ j
ae, ro
NEW FOOTPATH TO MAINTAIN ‘ OC 7 y= \ NN a a 4
A SMOOTH TRANSITION TO S. ) ae
NEW DRIVEWAY EDGE, NO pos S ——
STEP. : 1.807] fa.g7s 2.002
[\[. t00KeERB 7S —S(WNy oe ly

 

 

 

 

 

 

 

 

 

 

 

(SW) wu a™

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

rey lc uneWarnine —\
GYMPIE TERRACE

NEW CONCRETE FOOTPATH/PAVED
AREAS SHOWN SHADED TO COUNCIL

|___ STANDARDS (IPWEA Drg SEQ R-065),
MAX TOOL JOINT SPACINGS AT 2.0m

   
   

    
     

 

  

DRIVEWAY CROSSOVER (SHOWN HATCHED) TO
BE GENERALLY IN ACCORDANCE WITH IPWEA
STD DRG RS-051 (GENERAL WIDE) AND
COUNCIL REQUIREMENTS. LEVELS AS NOTED.

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.

 

 

ROAD ASPHALT EDGE TO BE SAW CUT

ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

CTRS, REFER LANDSCAPE ARCHITECTS
PLAN FOR SURFACE TREATMENTS

 

AS REQUIRED AND REINSTATED TO
MATCH EXISTING.

 

— sw/Ex ———— INDICATES STORMWATER DRAIN EXISTING
AS NOTED

INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEERS DETAIL.

 

www.dialbeforeyoudig.com.au

SS DIAL 1100

yy BEFORE YOU DIG

 

  

 

 

 

SITE PLAN — DRIVEWAY LEVELS & LINE MARKING

Scale 1: 200

ALL LINE MARKING TO BE IN ACCORDANCE MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
WITH THE QUEENSLAND MANUAL OF UNIFORM FOOT—PATHS AND INTERNAL PEDESTRIAN
TRAFFIC CONTROL DEVICES & A.S 2890.1 PATHS AND RAMPS

PARKING FACILITIES PART 1: OFF-STREET CAR
PARKING

CONTRACTOR TO LOCATE ALL SERVICES PRIOR 10
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 CONTRACTOR TO REPAIR/REINSTATE ANY NEW KERB & CHANNEL TO BE IN ACCORDANCE
DAMAGED AREAS OF EXISTING FOOTPATHS, WITH NOOSA SHIRE COUNCIL STANDARD Drg.

KERB & CHANNELS TO COUNCIL STANDARDS RS-080 & COUNCIL STANDARD DETAILS

DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE

  

 

 

 

x
™
—<

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 10 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

 

 

Revision | Description Date

 

 

 

FOR APPROVAL

 

the written permission of SCG Consulting Engineers.

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

 

email:[email protected]
web:www.scg-engineers.com

>» Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604

 

DRIVEWAY LEVELS

 

Project

130-152 Gympie Tce,
Noosaville

 

Drawn Design

Sept 22 TH

 

TH

 

Checked: Drg No.
Scherdson |! | O2220

 

 

 

 

 

Page 8

                  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

Page 9

                  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

Page 10

 

DRAWING SIZE — At

 

Level Datum AHD

 

HEIGHT DATUM
LOT 2 & 3 ON MCH3881

Level Origin PM 105735, RL 4.577 H
Gympie Tce, Noosaville

Survey information provided by | !
Max Watterson & Associates

 

 

 

 

LEGEND
4180 EXISTING SURFACE SPOT LEVELS.
__--77 INDICATES PROPOSED SURFACE
\o07 CONTOURS AND LEVELS TO AHD.
Fay INDICATES DIRECTION OF FALL
a TO FINISHED GROUND SURFACE.
SL. 12.50 INDICATES SURFACE LEVEL (S.L.) AND INVERT
IL. 12.00 LEVEL (I.L.) OF ADJACENT STORMWATER PIT

 

 

 

L
L_]

 

DRIVEWAY SLAB/PAVEMENT. REFER TO NOTES
AND DETAILS ON DRG. OW4.1 FOR THICKNESS

AND REINFORCING.

LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.

600Sq IPWEA TYPE 2A FIELD INLETS,
PRE-CAST CONCRETE WITH HEAVY DUTY

GRATE WHERE INSTALLED IN PAVED
AREAS.

 

450Sq STORMWATER JUNCTION BOX,
PRE-CAST CONCRETE. AND SEALED
LID. REFER TP DETAIL ON DRG. SW1.2

[x] cr2

400Sq GRATED FIELD INLETS, POLY AND LIGHT
DUTY GRATE WHER IN LANDSCAPE AREAS.

Ej cP3

(RCS)

Fe

ROOF WATER CONNECTION, REFER
HYDRAULIC CONSULANT FOR
INTERNAL DRAINAGE DETAILS,
TYPICAL.

GD-150 150(W) GRATED DRAIN WITH HEAVY

DUTY GRATE.

EF INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

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

ee INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES STORMWATER DRAIN EXISTING

— SW/EX AS NOTED

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

 

 

Sw

INDICATES POSITION OF CONCRETE
SLEEPER RETAINING WALL TO
STRUCTURAL ENGINERS DETAIL.

oe RW

 

www.dialbeforeyoudig.com.au

SAY DIAL 1100

‘Wy BEFORE YOU DIG

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a *
——— .
+ SS
~ —~ CHAPLAIN PARK
_
—_
O —
oO
O ——
3 o POOL
u Bill Af8|
d | a8
ponssnneg ¢P3 “| op3 pod 5
4 oA o|o GP3
age | Na Ke 4K |
Ss § ;
cps | “ee J So <
d . a = ° x
FALL|LANDSCAPED AREAS TO r T \ S
FORMED FLOW PATHS TO DIVERT \ S] ¢P3 CP3
RUNOFF TO GRATED INLETS 1 in ————" | \ | FALL LANDSCAPED AREAS TO
100 WIN FALL. ALLOW FOR Ni | FORMED FLOW PATHS 10 DIVERT
OVERFLOW TO COUNCIL PARK AT a, d | RUNOFF TO GRATED INLETS 1 in
REAR] TYPICAL | GROUND ROUND \ | GROUND GROUND i 100 MIN FALL. ALLOW FOR
gt FFL 2.700 FFL 2.700 ‘oo | ch Qs FFL 2.700 FFL 2.700 2 OVERFLOW TO COUNCIL PARK AT
16 \AN \@e] 2a on REAR. TYPICAL
= 3) S q 3 |) a3 \ \ =
3 . oH ye
| ADL a 1 |
|
= 1 6P5 von RESIDENTIAL N von’ © Li [oP3 OD | RESIDENTIAL voip GP3
! DEVELOPMENT VELOPMENT *
| | |
«& NN . a j
go = i
O ’ J 2 S
J H hr ; \ &
2 oH aia >
ai GARAGE SARAGE | GARAGE GARAGE 13
ef FFL 2.200 No AL 2 - FFL 2.200 \ FFL 2.200 i
Pa)
8a \ oO 2 re| oO = |
z ® \ a & \
' SIs] i fis
r 7B m3 i b
€ = = REFER TO HYDRAULICS
i fe . DRIVEWAY F CONSULTANT FOR INTERNAL
2 rg. OW4.T & DRAINAGE
bp .. OW4.2 FOR DETAILS, m
CONFIRM EXISTING SERVICES LOCATIONS Ce: tio to RCSD SS
& LEVELS BEFORE ANY EARTHWORKS a 6D-150 ~S ~~ . L_ 2250 uPVC —_
ARE CARRIED OUT. REPORT ANY oN S| al : =a a SW} G wy
DISCREPANCIES TO THIS FIRM. —— : 1506 uPVC af —— 2 ——
LL EH a 3 a .
- See EL NEW 1.8m WDE FOOTPATH “{36 ep EX S708 Re
i OS ; 6 ol on 3G , w= JS |L: 0.00 (APPROX.)
2/125x75x4.0 RHS (GALV.) at i ot, A. : L i é DS |.L: UNKNOWN
LAID AT 1 in 100 MIN. INSTALL TO SS SG ABE CUT aT (ASSET ID 1034208)
NEW KERB ADAPTORS IN = my " _
ACCORDANCE WITH COUNCIL STD = gpob—— nn  LINEMARKING OO

DETAIL RS—081 & MAKE
FOOTPATH GOOD. TYPICAL.

DRIVEWAY PAVEMENT. REFER
DRIVEWAY & ACCESS PLAN

 

/ FOR REINFORCING.

=o

Soa

 

 

300mm MIN THK COMPACTED

 

 

DRAINAGE PIPE SIZES ——
AS NOTED.

APPROVED COMPACTED
BEDDING SAND.

 

 

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

 

\{_/ UNDER PAVEMENT TYPICAL SECTION

GYMPIE

TERRACE

LINE MARKING eo _
| AEX. STORMWATER PIT
SL: 1.05

 

 

BUILDER TO CONFIRM EXISTING
STORMWATER PIT LEVELS PRIOR 10
COMMENCING WORKS, REPORT ANY
DISCREPANCIES TO THIS FIRM

 

 

SITE PLAN — SITE STORMWATER MANAGEMENT

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

 

 

ALL STORMWATER

PIPES TO BE LAID AT
1:100 MIN. UNO.

 

ILL: 0.00 (APPROX.)
(ASSET ID 1003814)

 

 

FINISHED SITE DRAINAGE IN
ACCORDANCE WITH HYDRAULICS
CONSULTANTS DOCUMENTATION.

ROOF DRAINAGE:
ALL GUTTERS AND DOWNPIPES TO

 

COMPLY WITH BCA VOLUME 2 PART

 

3.5.3

 

KE

EX. SWPT EXISTING STORMWATER PIT

EX. SMH
EX. SCP
E.0.B.
K&Cc
NS.L.
F.H.

TP

EP.
KERB
RCEW
S.V
W.M

   
   

LANDSCAPING

ROOF RUNOFF

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

RAINFALL

DRIVEWAY

ZX

TO GROUNDWATER

ON-SITE STORMWATER

PITS, GRATED DRAINS
& JUNCTION BOXES.

RUNOFF TO COUNCIL
INFRASTRUCTURE

WATER CYCLE DIAGRAMATIC

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 PRIOR TO THE COMMENCING OF

WORK.

5. STORMWATER DRAINAGE PIPES SHALL BE CLASS SH

UPVC OR RUBBER RING JOINTED REINFORCED CONCRETE

PIPE LAID AT A MINIMUM GRADE OF 1 IN 100 U.N.O.

JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH

THE MANUFACTURERS REQUIREMENTS.

6. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A

MINIMUM GRADE OF 1 IN 60.

7. WATER SUPPLY PIPEWORK BELOW GROUND IS TO BE ;
63MM DIAM. OR LESS — HIGH DENSITY TYPE 50
CLASS 12 POLYETHYLENE

8. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY

PIPEWORK TO BE TYPE B COPPER.

9. WATER SERVICES ARE NOT PERMITTED IN GROUND

SLABS AND ALL JOINS AND CONNECTIONS SHALL BE

MADE ABOVE THE SLAB.

10. 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.

11. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING

CAPS SITUATED IN VEHICULAR OR PEDESTRIAN

PAVEMENTS ARE TO BE FITTED WITH EITHER BRASS OR

CAST-IRON COVERS.

12. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE

IN APPROVED CONCRETE PATH BOXES.

13. ALL WASTE PIPES AND WATER SERVICES

PENETRATING SLABS TO BE WRAPPED IN AN APPROVED

FLEXIBLE JOINT JOINT WRAPPING.

14. THE TERM ’SERVICE’ REFERS TO THE MINIMUM

INTERNAL PIPE DIAMETER UNLESS NOTED OTHERWISE.

 

 

Revision

 

Description

Date

 

 

Iss

* 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.

 

DEBUILD T/A

C) St

Unit 1/11 Project Ave,
Noosa Heads

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

web:www.scg-engineers.com
ABN 40 098 481 299

 

Title:

STORMWATER MANAGEMENT
PLAN

 

Project

130-152 Gympie Tce,

 

 

 

Noosaville
Date: Sept 22 Drawn 1H Design H
0 2 4 6 8 10 . Checked: Drg No. Rev.
WU 1. ——1 m1:200 @ At |
1:400 @ AS : 8 Richerdson 52225-SW1.1 .

 

 

 

 

 

Page 11

                  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