2ND LODGEMENT REPS engineering · MCU22/0196

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

 

www.dialbeforeyoudig.com.au

SAY DIAL 1100

yy BEFORE YOU DIG

 

  

 

 

 

 

 

 

 

 

“ 42 — ") \W
6 a! P
ye 2 Po mel ane

 

 

 

   

 

Top 7.30
Bottom 6.26 |

Window.
Top 7.30
Bottom 6.38}

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

aneFl9L

|

|

| . |
2 Storey I Window

| Building I

|

I

|

 

  

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

\7,68Eave

Window Opening
N

  

   

7.69Eave.

D ,
i 2 Storey
|S Building

 

        

 

 

 

 

 

eee ee Qe ee A oe —
6 om ny = 3 >
ce 3 5 #12 ¢ gee FH Pf gel |, 98 Bus Shelter |, 9p ele “6
ae ae (i —— SLED “CO Az nb
— . —_+ : aa : 3

 

 

 

‘9 0-95 oS: ee
Az AB iM MBB 09 Loe — wr 120
= ~ 77 AS = == ‘
—_—_ at TT ib 7 POs ASH Los 7AM
aM ast MA 4A yang Moe yee SWPT 441) XA
ee LINEMARKING Bo,

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

 

 

Eaves gS-+t-pos —
7.62Eave Pal ges BSF rie
EXISTING BUILDINGS ig) Gb ot
& Ol w& &
7 eo 8 8
a—"4 10 BE DEMOLISHED 5 °
ave 6.89 al Single Storey
n a
1 3 ao | AB ! ie & = Building
1 ooh 1494 93 ; a“ ,
eA 3 6%
s “0 me 3° oe 2 |
+H Hho? 24 Lanai |
1 Steps | tro! 69 [5 Lor |
Bas Iz i
Se BI 3.75 Hat
L ny yoo! Ile
52 hs He
°
“ esl] si BI
¢ D \ Sl!
1 S I Ss]
[- | g I |
A Q ! It
A\48 | yo 19 SII be |
re | 13 A Pool
' 1S | Ao |
1~ 11 * |
1 B® I i
[AS g | A: 1 i
. 1
is S| Ps | o>
! ~ & i
is 2 6
1° I os 1 12 Ls Ad 1 os
* 48 bey, Ae Ae __#*
}----F--$o——— A ory
1 § Steps | x “46 AS -
i “6 B® an
i_! se
75 we
en | rs rr en
A: A: b
428 WM eo (aah 390 on WM
— pe te

EX. SWPT EXISTING STORMWATER PIT

EX. SMH
EX. SCP

E.0.B.

K&Cc

NS.L.
FH.
TP
EP.
KERB
RCEW
SV
W.M

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.

 

SS 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

 

 

 

 

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
HEIGHT DATUM EX. SCP EXISTING SEWER CONNECTION POINT 3, SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE

E.0.B. EXISTING EDGE OF BITUMEN ARCHITECTURAL DRAWINGS.
LOT 2 & 3 ON MCH3881 K&C EXISTING KERB & CHANNEL 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
Level Datum AHD II NS.L. NATURAL SURFACE LEVEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
Level Origin PM 105735, RL 4.577 F.H. FIRE HYDRANT ENGINEER IMMEDIATELY.
Gympie Tce, Noosaville TP TELSTRA PIT 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING

, ; } EP. ELECTRICAL PILLAR SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL

Survey information provided by KERB EXISTING KERBING ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
Max Watterson & Associates RCEW REINFORCED CONCRETE END WALL THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.

SV STOP VALVE

WM WATER METER

EXISTING SIDE ENTRY
PIT OR SIMILIAR
GRATED PIT

SILT FILTER SOCK TO SURROUND
GRATES AND SIDE ENTRY INTO

 
  
   

    
  

 

Se 40
———— avr 2 6 4, Up
————_ aah at
KERB & CHANNEL +Lp —S—_ \ — CHAPLAIN PARK . /
Aah / ene qh So
SILT FILTER SOCK DETAIL —— / ——— so oot -
‘ + ie
EX. SMH .

 

EXISTING STORMWATER

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

PROTECTION OF EXISTING STORMWATER PITS

wa

  

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

 

PROVIDE RUMBLE) GRATES
DURING SITE BULK EARTHWORKS.

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

FOR DELIVERY'S |DURING
CONSTRUCTION. TYPICAL.

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

   

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

—;
% WM #06 ,
— SLI = Shi —
LEGEND. : ws
CREATE BUNDING IN
TEMPORARY HARDSTAND
4\8 EXISTING SURFACE SPOT LEVELS. FOR DIVERISION INTO DUST MOBILISATION FROM WIND ACTION
SILT FENCES. TYPICAL. SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE OF
a SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL
* OPP TNS ELECTRICITY BE ener nnn STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING
PROTECT EXISTING AROUND BASE OF STOCKPILES
INDICATES EXISTING SEWER LINE GYMPIE TERRACE LIER SOOk SURROUND.
, MAINTENANCE OF SILT PROTECTION
w—— INDICATES WATER MAIN APPROX REFER DETAIL.
ALIGNMENT, BUILDER TO CONFIRM EXACT SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION Revision | Description Date
LOCATION PRIOR TO WORKS MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY SUS.
BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED ssue:
a INDICATES TELSTRA LINE APPROX IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION FOR APPROVAL
ALIGNMENT, BUILDER TO CONFIRM EXACT MEASURES. SILT RUNOFF PROTECTION IS TO BE MAINTAINED UNTIL
LOCATION PRIOR 10 WORKS SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT DO NOT SCALE FROM THIS DRAWING
SUSCEPTABLE TO STORMWATER SCOUR. The design and associated details contained on this and associated
drawit ‘ight and t to be id duced without
— sw/ex INDICATES STORMWATER DRAIN EXISTING vgs cr cp adr ot ob wed feed whe
a. Unit 1/11 Project Ave,
——— —TSILF— SILT RETENTION FENCE 10 DETAIL SITE PLAN — SILT & SEDIMENT EROSION PLAN Noosa Heads
Scale 1 : 200 900(W) GEO-FABRIC SILT ~~] SILT RETENTION ¢ Ph (07) 5455 5604
INDICATES POSITION OF RETAINING WALL FENCE, FIXED TO SPIKES ——= THE CONTRACTOR IS TO INSTALL APPROVED SILT 2 \ eal inocp ene oo
RW TO STRUCTURAL ENGINERS DETAIL. AND BURIED 300 INTO s RETENTION FENCES PRIOR TO COMMENCING ANY Z fenuomewnass
STABLE GROUND. © EARTHWORKS, THE FENCE IS TO BE CONSTRUCTED ALONG
STE DRANAGE = CONSTRUCTION THE LOWEST BOUNDARY AND RETURNED UP SIDE Title:
SITE DRAINAGE — CONSTRUCTION BOUNDARIES TO ENSURE FULL STORMWATER ENTRAPMENT.
ONLY CONTRACTOR VO LOCATE alt Senwicre ENSURE GROUND PROFILE DURING CONSTRUCTION SITE_ DRAINAGE — CONSTRUCTION CREACE RUNOFF FROM WITHIN THE ALLLOMMENT Must SILT & SEDIMENT EROSION
PRIOR TO COMMENCING WORKS ON SITE. ALL FALLS TOWARDS THE CENTRE OF THE ALLOTMENT CONSTRUCTED STORM WATER PITS WITHIN THE SITE DRAIN TOWARDS THE FENCE AND SHALL NOT ENTER PLAN
www.dialbeforeyoudig.com.au SERVICES ARE 10 BE PROTECTED IN. THEN TOWARDS THE FRONT BOUNDARY WHERE ARE TO BE COVERED UNTIL THE SITE IS COMPLETED 1200(L) 50 SQ. HOWD NIEGHBOURING ALLOTMENTS THROUGH THE USE OF
ACCORDANCE WITH THE AUTHORITY RUNOFF WILL DRAIN THROUGH THE SILT POND & SILT OR TO BE FITTED WITH SILT PROTECTION MEASURES SPIKES. 1800 GIRS DRIVE SURFACE BUNDING OR SCOUR PROTECTED DRAINS, THE Project
RESPONSIBLE FOR THE SERVICE FENCES. IN NO INSTANCE SHALL THE ALLOTMENT TO THE APPROVAL OF THE ENGINEER 600 INTO GROUND FENCE MUST REMAIN IN PLACE UNTIL SUCH TIME THAT .
DI AL1100 DRAIN INTO NEIGHBOURING ALLOTMENTS. FINISHED LANDSCAPING AND DRAINAGE MEASURES ARE 130-152 Gympie Tce,
BEFORE YOU DIG SILT FENCE DETAIL  STALED Noosaville
: D Desi
Date: Sept 29 rawn 1H esign H
0 2 4 6 8 10 Checked: Drg No. Rev.
hunt 1m 1:200 © Al & ppg 5835
1:400 @ A3 | SRchordsn |) | O2220-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. 30 De

   

Horizontal

CRITICAL DEPTH LINE

LEGEND

48.077

+180

   

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

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

EXISTING SURFACE SPOT LEVELS.

INDICATES DEPTH OF CUT (NEGATIVE) OR

/D

FILL (POSITIVE) AS NOTED

 

 

 

 

 

 

INDICATES AREA OF CUT

INDICATES AREA OF FILL

INDICATES POSITION OF TEMPORARY
RETENTION SHORING, DESIGN AND
INSTALLATION BY SPECIALIST CONTRACTOR

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

INDICATES STORMWATER DRAI
AS NOTED

IN 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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
  
 
 
 
  
 
  
 

bot BASEMENT WALLS TO STRUCTURAL FINAL BASEMENT SLAB THICKNESS TO
Zz | ENGINEERS DETAIL BE DETAILED BY STRUCTURAL KE
wo | ENGINEER
ce |
a ! PAVEMENT AS EX. SMH
s|= ? RAFT SLAB 10 DETAILED ON DRG a
I STRUCTURAL ows. K&C
1} ENGINEERS DETAIL. NSL.
! 5 FH.
wD Ee FPL AS & EP.
“ez FPL AS NOMINATED. S KERB
| “ NOMINATED. S RCEW
ees SSeS = Se Se ee See ee i SV
LL) 7 we TF o wa 7 we we 77 y, L/y WM
VLIS LLL AL AK IL LD AL ILIDL AL CLI ALLEL CSL LLL PL LL
eR Ne TANKING WATERPROOF BLANKET WITH
PRIMER & PROTECTIVE COATING INSTALLED
BY SPECIALIST CONTRACTOR TO DRIVEWAY / CARPARK PAVEMENT
MANUFACTURERS’ SPECIFICATIONS &
CERTIFICATION.
FINISHED LEVELS DIAGRAM
FINISHED LEVELS DIAGRAM TYPICAL SECTION
TYPICAL SECTION
——— “Up
———. 7
tL —_——__ -
° => __ CHAPLAIN: PARK ;
AS / N Aah 4
” ri 3p + é

TOP :
BTM :

ENSURE 600mm MIN. BEHIND
PILING TO ALLOW FOR
ACCESS FOR BASEMENT
WALL WATERPROOFING.
TYPICAL.

TOP
BIM

TOP
BTM :

TOP
BIM

 

   

    

 
    

EX. SWPT EXISTING STORMWATER PIT

 

 

 

 

 

 

 

 

 

EX. SMH

 

4.

 

Se A
RESIDENTIAL

 

   

a DASHED LINE INDICATE:
X° PROPOSED BUILDING
FOOTPRINT

 

 

 

PILES TO BE BACKFILLED

~~ 7

    
   

    
 
   
         
   

 

|
| FOLLOWING BASEMENT K\ 1
| CONSTRUCTION. i Gy
| /
a “Gas
2) | RIVEWAY (og) Pe
* REFER Drg. OW4.1 & epost hy
. j OW4.2 FOR DETAILS. 4 Hom
I
|

—

TOP : 2.10
[BTM : 1.45
H = 0.65m

INDICATES TEMPORARY CFA CONCRETE PILING OR SIMILAR,

DESIGN AND INSTALLATION BY OTHERS. MINIMUM VIBRATION

TECHNIQUES TO BE USED FOR INSTALLATION, VIBRATION
t——— CONTROL AND MANAGEMENT BY PILING CONTRACTOR. BUILDER

TO CONFIRM EXTENT REQUIRED TO SATISFY CRITICAL DEPTH

LINE PROTECTION OF NEIGHBOURING STRUCTURES.

REFER DETAIL.

 

   
 

 

 

 

 

TOP : 2.50
BIM : 1.50
H = 1.00m

DEVELOPMENT {Bt
Lo ‘ JI LIN ESTABLISH SURVEY MOITORING POINTS ALONG PILE WALL
mo | -40 CAPPING BEAM TO MONITOR WALL ALIGNMENT/GROUND
a FFL: —0.300 ane A LM MOVEMENT, PILING CONTRACTORS ENGINEER 16 BE ADVISED OF
FPL: —0.700 f ANY OBSERVED MOVEMENT
ms | a
I SN i
IN : TOP : 210
x o | » | BTM : 1.55
! ‘ys - | Q 4 H = 0.55m
| 5 N &
LL

TOP : 2.30
| BTM : 1.50
/H= 0.80m

DASHED LINE INDICATES APPROX. ON SITE
STOCKPILE & TREATMENT AREA FOR ACID
| SULPHATE SOILS (ASS). ENSURE SURFACE
GRADES PROMOTE FALL INTO BASEMENT

 

 

 

 

 

 

TERRACE

SITE PLAN — EARTHWORKS & PILING PLAN

Scale 1: 200

 

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

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
S 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
PACIFIC GEOTECH REPORT ON GEOTECHNICAL

 

INVESTIGATION (PROJECT PG-9236) DATED NOV
2022,

 

 

 

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.

 

 

 

EXCAVATIONS, TYPICAL. FINAL LOCATION
TO BE DETERMINED BY PRINCIPLE
CONTRACTOR.

RC PILES, DESIGN
BY OTHERS

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

@nen

EXCAVATION DEPTH
V

 

 

   
 

SITE PREPARATION, EARTHWORKS & COMPACTION

 

SITE PREPARATION, EARTHWORKS, TEMPORARY BATTERS
& COMPACTION TO BE IN ACCORDANCE WITH THE
SPECIFICATIONS AND REQUIREMENTS OF OF PACIFIC

   

PILE DESIGN BY OTHERS

  

      

    
 

 

 

(OCD CONCRETE PILED RETAINING WALL

 

GEOTECH REPORT ON GEOTECHNICAL INVESTIGATION
(PROJECT PG-9236) DATED NOVEMBER 2022,

 

(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.

 

 

 

 

 

 

B COUNCIL RFI 06.09.23

A COUNCIL RFI 27.02.23
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.

 

Unit 1/11 Project Ave,
Noosa Heads

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

web:www.scg-engineers.com
ABN 40 098 481 899

C) S06

DEBUILD T/A

 

Title:

EARTHWORKS PLAN

 

Project

150-132 Gympie Tce,
Noosaville

 

 

 

Date: Sept WD) Drawn Design 1H
Checked: Drg No. Re
15400 @ AS | Fearn |) [O2229 —OW3.1) B

 

 

 

 

 

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

 

Level Datum AHD

 

HEIGHT DATUM
LOT 2 & 3 ON MCH3881

 

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

Survey information provided by | !
Max Watterson & Associates

 

48.077
+180
5.0% >
Fal
RAMP. ww

x | 29.740

(SWP)

GD-xxx

RAMP. wx.

— sw/ex

wee RV

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.

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 DRG
SW1.1 FOR FURTHER DETAILS.

GRATED DRAIN CAST-INTO PAVEMENT.
REFER DRG SW1.1 FOR FURTHER DETAILS

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

DENOTES WET TOOLED JOINT TO TERRACE
SLAB, 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.

TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND
REINFORCING.

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

SA DIAL 1100

yy BEFORE YOU DIG

 

 

 

SAWCUT EXISTING FOOTPATH AND |SMOOTH

TRANSITION TO NEW FOOTPATH,

EXTEND NEW FOOTPATH CONCRETE 100mm
UNDER CUT EDGE OF EXISTING FODTPATH.

TYPICAL

DEMOLISH & REMOVE EXISTING

 

~~ ~_CHAPLAIN PARK

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

To
ee
ee -
EX. SMH Vent Ping

Oo

o lo - |

o q | POOL C] POOL |

o Oo Ft
| 4 a a = :
E 4 o a oO
7 o (sup) 5 = (SwP) (SW) = qo

St _| iG o
|

4 (ot) L_
<= I (SWP) (SWP)

\ os] mA \ | 9 |
= \ \ |
oe

GROUND GROUND GROUND
FFL 2.700 FFL 2.700 FFL 2.700
1 \ ) |
gt - LE PSA —
—_— 1 |
oo Or] nla |
| GHP) \ RESIDENTIAL ! RESIDENTIAL | (SWP)
= | Y00 | DEVELOPMENT.) | 8) vo | DEVELOPMENT | op |\ *
— ——+ (swe) | (SWP) — —
FOR STORMWATER PIT
DETAILS. REFER DRG. =) —— — —N — —\
32225-SW1.1. TYPICAL — —|—
oo f 'O |
oO 7 _
o 1 <i ‘ o
Jo | : \
5 GARAGE baRAGE <4
o | GARAGE GARAGE
o FFL 2.200 SN \ FFL 2.200 \ FFL 2.200 FFL 2.200
o g = . | PROPOSED UNDERGROUND
Ja 3 | TRAFFICABLE WATER TANKS, REFER
& 4 s610n_. ~ 5.670m 610m 610m a DRG. 32225-SW1.1 FOR DETAILS
Mt
a aa —_ qT 2.400m | (7. = iS ] — aE
# |i |) WATER | Po, warer| | | Pwater | | _ ob pwater ;
ae TANK | jp gf TAN bast. @) TANK | |S LT TANK boom he
3 6 3 \ S Ze ' S |
ND STEP, _e ee ices BE sea \ S [ts IS
| PRP EO ~ pen
3 1 Sy |. iis ‘ (Td) ON
¢ | sf --a}= SS S L Zo NI
ee ee [ Ra Bt Tp eH Upq
(swe) ai} CD=XKK S UL Fifer arcmin (SWP)
aaaiiaad 6.0 = WM 4 W.M
& , ——~ —- -
|
eS x Faaooccaaaee NEW 1.8m WIDE FOOTPATH Cop P=
Sa
ee f SLI aa a =
———— foe a
aM
NEW K & C «| LINE MARKING
qWPh nnn EES) -- = 5
7.0m_AT FLARES Av

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.

 

 

DRIVEWAY CROSSOVER (SHOWN HATCHED) 10
BE GENERALLY IN ACCORDANCE WITH IPWEA
STD DRG RS-051 (GENERAL WIDE) AND
COUNCIL REQUIREMENTS. LEVELS AS NOTED.

 

 

 

 

GYMPIE TERRACE

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

DRIVEWAY CROSSOVER AND

   
 

 

MATCH EXISTING.

SITE PLAN — DRIVEWAY & CROSSOVER PLAN

Scale 1

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

: 200

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

ALL LINE MARKING TO BE IN ACCORDANCE
WITH THE QUEENSLAND MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES & A.S 2890.1 COUNCIL STANDARD DETAILS

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

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

 

 

PARKING FACILITIES PART 1: OFF-STREET CAR
PARKING

 

 

CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD

RESERVE ADJACENT THE CONSTRUCTION SITE

 

CONTRACTOR TO REPAIR ADJACENT THE
CONSTRUCTION SITE KERB, FOOTPATH OR
ROAD RESERVE IF ANY DAMAGE IS SUSTAINED
DURING CONSTRUCTION. GRASSED AREAS ARE

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

 

 

TO BE RE TOP SOILED AND TURFED.

 

 

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

Hated in accordance with the landscape plan

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

 

 

 

 

 

 

 

 

B COUNCIL RFI

06.09.23

 

A COUNCIL RFI

27.02.23

 

Revision | Description

 

 

Date

 

“FOR APPROVAL

 

drawings are copyright and are not to be used or reproduced
the written permission of SCG Consulting Engineers.

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated

without

 

DEBUILD T/A

ABN 40 098 481 899

Unit 1/11 Project Ave,

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

 

Title:

DRIVEWAY & ACCESS PLAN

 

 

 

 

 

 

10 . Checked: Drg No.
ru. -—1 1:200 @ Al 3
400 @ AS : 8 Richordson 32225-OW4.1

Project
130-152 Gympie Tce,
Noosaville
Date: Sept 22 Drawn 1H Design H
B.

 

 

 

Page 7

 

 

DRAWING SIZE — At

 

 

HEIGHT DATUM

LOT 2 & 3 ON MCH3881
Level Datum AHD

Level Origin PM 105735, RL 4.577 I
Gympie Tce, Noosaville Ny
Survey information provided by | /
Max Watterson & Associates

 

 

LEGEND

_--777 INDICATES PROPOSED SURFACE

RAMP. ~x.

—— 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 DRG.

SW1.1 FOR FURTHER DETAILS.

GRATED DRAIN CAST-INTO PAVEMENT.
REFER DRG. SW1.1 FOR FURTHER
DETAILS

DENOTES WET TOOLED JOINT TO TERRACE
SLAB, 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.

TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND
REINFORCING.

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

SS DIAL 1100

BEFORE YOU DIG

 

 

 

     
  

 

 

 

 

 

~~ ~_CHAPLAIN PARK

 

Vent Pive

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

oOooooo0o0000

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

¢ (SWP)
. \ oy nN \ |
x \ |
ak d |
GROUND ROUND = GROUND GROUND
FFL 2.700 FFL 2.700 FFL 2.700 FFL 2.700
fof \ ) |
=
3 LI + OF ERAAAN Ss \ Sh
re | ! |
by peeps |
GHP) RESIDENTIAL Vi RESIDENTIAL | S
4" || Y00 | DEVELOPMENT.) YS ele tl oy | DEVELOPMENT.) op
— —F (swe) | (SWP) — —
FOR STORMWATER PIT \) ,
DETAILS. REFER DRG =» —— = S
32225-SW1.1. TYPICAL s— -==> ess
oo f
1 | I |
oO 4
Oo 7 I Ls 2
30 | | ; \
qo GARAGE | GARAGE p= 1
a | | GARAGE GARAGE
O L220 TOS 220° — Lb — 6 -2.299- —— 11 — — FF 2200 4
QO CE L \ | PROPOSED UNDERGROUND
£5 (way) | TRAFFICABLE WATER TANKS, REFER
# 5 \ 5 DRG. 32225-SW1.1 FOR DETAILS
Le ___| P in \ NJ
|\Yo4ag] nen ap bah oe AK 19750
1 | . [2A 5 Sr | TE
q a NU a i NS S . q
NEW FOOTPATH TO MAINTAIN i oe ot TBP 5 &
TEN ORNEWAY toc NON }---p 7 6SB fe a We a nea =
1 — : 1 rt Zs |
STEP. : me 1018] | J 1:807] 2,075 200K rea] _ [1.999 i] 3
SWP a WM # WM
<8 * TP
E E
pes

    
     

  

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

 

 

 

 

LK ob LINE MARKING
a

 

     

 

     
 

GYMPIE TERRACE

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

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.

SITE PLAN — DRIVEWAY LEVELS & LINE MARKING

Scale 1: 200

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

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 TOPSOIL AND TURF ANY

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

 

 

 

 

CONTRACTOR TO REPAIR/REINSTATE ANY

NEW KERB & CHANNEL TO BE IN ACCORDANCE
DAMAGED AREAS OF EXISTING FOOTPATHS,
KERB & CHANNELS TO COUNCIL STANDARDS

WITH NOOSA SHIRE COUNCIL STANDARD Drg.
RS-080 & COUNCIL STANDARD DETAILS

 

 

 

 

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

10 . Checked: Drg No. Rev
1:200 @ Al sg
me 15200 @ AS | SRthorson | | O2225-OW4.2 B.

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

 

 

 

 

 

 

 

 

 

 

 

 

 

B COUNCIL RFI 06.09.23

A COUNCIL RFI 27.02.23
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.

 

email:[email protected]

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

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

DEBUILD T/A

 

Title:

DRIVEWAY LEVELS

 

 

 

 

Project
130-152 Gympie Tce,
Noosaville

Date: Sept 22 Drawn 1H Design H

 

 

 

 

 

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

 

HEIGHT DATUM

LOT 2 & 3 ON MCH3881
Level Datum AHD

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

Survey information provided by | !
Max Watterson & Associates

 

 

 

LEGEND
_---77 INDICATES PROPOSED SURFACE
18.07 CONTOURS AND LEVELS TO AHD.
4189 EXISTING SURFACE SPOT LEVELS.
5.0% 5 INDICATES FINISHED SURFACE GRADE
(SWP) FIELD INLETS OR JUNCTION BOX PRE-CAST
FBR) _ CONCRETE CAST-INTO PAVEMENT. REFER ORG
SW1.1 FOR FURTHER DETAILS.
GD=xxx GRATED DRAIN CAST-INTO PAVEMENT.
(Cry )«~—CREFER ORG SWI.1 FOR FURTHER DETAILS

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

L_]

LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.

L_]

TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND
REINFORCING.

— E —— 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

INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEERS DETAIL.

wee RV

 

www.dialbeforeyoudig.com.au

SA DIAL 1100

yy BEFORE YOU DIG

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

\ \
O \ N
C]
) \ \
! L | \ \ \
| R555) ee SE | 1
| | rs [os me
i | pos ———_ | 7
| \. NS Zi
IL Ne po SHE \
| fe Lf | - |
\. \
| eo Te \
|_---- ~==—____ DRIVEWAY \. \ |
—— ~ REFER Drg. OWT & 9 | Qn
OW4.2 FOR DETAILS. \. “eo |
| WN ‘ \. a
\ \. _ years IN UO
l oP 3 Se N _ eee Tt
U- iain SS | ————
le N a eee eee eee
ail |
Loh WM + | WM
@: 4S _ __ __ NY
—____@)—_—
FH q.P \+
E E newia — a -
~~ fd 9M WIDE FOOTPATH [W________._. Tl i
[|_J 7 \e) AD es W/EX SH
xe 7 =I a7 q Po ------___ AN AD -  - aAy
TY Sam TOT ‘ oe {Nh RT TTA
, R12-14A(L) Al ' N
Ae ‘
PROPOSED DRIVEWAY (ACCESS)
LOCATION INDICATED BY 4 | LINE MARKING a
HATCHING, REFER DRG. OW4.1 & ONLY qo. ---- ae
OW4.2 FOR DETAILS a A: qi
LEFT TURN ONLY ON A.
LEFT SIDE OF DRIVEWAY.

FACING NORTH

GYMP

If TERRACE

 

R2-6A(R)

OPPOSITE SIDE OF ROAD
FOR EXITING VEHICLES
FACING NORTH.

NO
RIGHT
TURN

 

 

 

 

NO RIGHT TURN ON a

SITE PLAN — PROPOSED SIGNAGE 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

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

 

RESPONSIBLE FOR THE SERVICE

 

 

Checked:
Munmni———1_P——{__?m1:100 @ At S| peg 5835
1:200 @ A3 “|S Richardson

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

 

 

 

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.

 

Unit 1/11 Project Ave,
Noosa Heads

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

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

C) St

DEBUILD T/A

 

Title:

SIGNAGE PLAN

 

 

 

 

Project
130-152 Gympie Tce,
Noosaville
Date: Sept 22 Drawn 1H Design H
Drg No. Rev.

52225-OW6.1,

 

 

 

 

 

Page 11

 

 

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

 

 

+180

F,
Ellin

 

S.L. 12.50
LLL. 12.00

 

 

 

 

L
L_]

 

[x] cr2

Ej cP3

(RCS)

Fe

GD-150

—— SWw/EX

 

 

Sw

oe RW

48077

LEGEND

EXISTING SURFACE SPOT LEVELS.

INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.

INDICATES DIRECTION OF FALL
TO FINISHED GROUND SURFACE.

INDICATES SURFACE LEVEL (S.L.) AND INVERT
LEVEL (|.L.) OF ADJACENT STORMWATER PIT

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

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

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

150(W) GRATED DRAIN WITH HEAVY
DUTY GRATE.

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

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

 

  

 

www.dialbeforeyoudig.com.au

SAY DIAL 1100

‘Wy BEFORE YOU DIG

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      
 

 

 

| FALL LANDSCAPED AREAS 10

| FORMED FLOW PATHS 10 DIVERT
| RUNOFF TO GRATED INLETS 1 in
100 MIN FALL. ALLOW FOR
OVERFLOW TO COUNCIL PARK AT
REAR. TYPICAL

| PROPOSED UNDERGROUND TRAFFICABLE
| WATER TANKS (LU3000 LATTICE

| UNDERGROUND TANK) FOR STOMRWATER

RE-USE FOR NON-POTABLE PURPOSES.
ROOF STORMWATER ONLY MIN CAPACITY
3000 It PER DWELLING.

|

REFER TO HYDRAULICS
CONSULTANT FOR INTERNAL
DRAINAGE.

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

/ FOR REINFORCING.
7 } oe a,

 

 

DRAINAGE PIPE SIZES ——
AS NOTED.

APPROVED COMPACTED
BEDDING SAND.

 

 

  

 

 

 

 

 

 

 

EX. 3750 RCP

US IL: 0.00 (APPROX.)
DS I.L: UNKNOWN
(ASSET ID 1034208)

ROOF DRAINAGE:
ALL GUTTERS AND DOWNPIPES TO

——_ +r
ae
+ SS
— CHAPLAIN PARK
HH
EX. SMH
S| |o (p=s=———lo deel
o ——==$__||__-------—__ _
o | Ss
olo SSS
a Oyo} | || Poo C POOL yf
Oo oy = LH 0
pasancng GPS CP3 009 | OT st 2.360 | E) >t eee Oo,
oO [sb 2350|[SL BN C |G LLL 1.900 GP3 ¢p3 of
© LL. 1.900 ff LL. 1.900 | % lo ‘4 Oo
x Ss te Fy ; 4. an
GP3 LAs 4 4 46S; 2 g 4 4 %% 4
=a a a
FALL|LANDSCAPED AREAS 10 i — T - _ - \ © = = CP3
FORMED FLOW PATHS TO DIVERT iL. 1. \ |
RUNOFF TO GRATED INLETS 1 in rl GPS GP3 YN SL 2.100
100 WIN FALL. ALLOW FOR Nd SL. 2.200 S.L._ 2.200 LL 1.700
OVERFLOW TO COUNCIL PARK AT a] ‘ ILL. 1.800 ILL. 1.800 g
REAR] TYPICAL GROUND ROUND \] ain GROUND GROUND
” FFL 2.700 FFL 2.700. FFL 2.700 FFL 2.700
Jz/[ AAS AAAN8S se. Yo \ Veg
ds fs j s/|-Hts — S Jfs
6B — IL 8 2 iB
Wy Py ain = ARF A
| GP3 ES/IDENTIA GP3 GP3 ¢
Scan) 4,” vow Na 5 SD ba ESIDENTIA . GPs
IL 1.500 EVEL OPMENT. SL. 2.350 SL 2.350 vol
— iL. 1.500 iL. 1.500 — — SL 2.200
a LL. 1.400
# N : La
go g |F- ws ‘
=] 4
H 4 z S
J a] ° ; \ s
Poh Hatt =
‘Eb GARAGE / SARAGE | GARAGE GARAGE 3
Sip FFL 2.200 \ . = FFL 2.200 FFL 2.200 I
3H = ww LS
— \ oO oO |
3 =) > > =
é © \ _.|5 SB. \
| Sis ili iis
_ t«édéaSF' d b
= | WATER [~-==--—, .
an
|S __-
BUILDER TO POT HOLE LOCATE AND | ae \Y SL 685
CONFIRM EXISTING SERVICES LOCATIONS cp. EEE ito
& LEVELS BEFORE ANY EARTHWORKS a as oe 2258 uPVC
ARE CARRIED OUT. REPORT ANY Po cael (on EY wNat SL. 1.920
DISCREPANCIES TO THIS FIRM. <8 'R f 1508 uPVC as IL. 0.750 °
i - *% EH s1
—~ ~NEW 1.8m WIDE FOOTPATH =| 388
I" mn
2/125x75x4.0 RHS (GALV.) ae ] RCS Pl a ae ae ap =
LAID AT 1 in 100 MIN. INSTALL TO Sa SO A a ore ——— “EY SwpT at
NEW KERB ADAPTORS IN ~ mI " wt
ACCORDANCE WITH COUNCIL STD = re LINEMARKING =f |
DETAIL RS-081 & MAKE | AS EX. STORMWATER PIT
FOOTPATH GOOD. TYPICAL. SL: 1.05
GYMPIE TERRACE | Buitoer To conriRM EXISTING ILL: 0.00 (APPROX.)
STORMWATER PIT LEVELS PRIOR 10 (ASSET ID 1003814)
COMMENCING WORKS, REPORT ANY
DISCREPANCIES TO THIS FIRM
DRIVEWAY PAVEMENT. REFER
DRIVEWAY & ACCESS PLAN
SITE PLAN — SITE STORMWATER MANAGEMENT
Scale 1: 200
we 300mm MIN THK COMPACTED ALL SERVICES SHOWN ON THIS PLAN INDICATIVE ALL STORMWATER FINISHED SITE DRAINAGE. IN
GRANULAR MATERIAL UNDER SLAB. ONLY CONTRACTOR TO LOCATE ALL SERVICES ACCORDANCE WITH HYDRAULICS
TRAFFICABLE AREAS PRIOR TO COMMENCING WORKS ON SITE. ALL PIPES TO BE LAID AT CONSULTANTS DOCUMENTATION.

 

©@— 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

 

 

 

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

 

1:100 MIN. UNO.

 

 

COMPLY WITH BCA VOLUME 2 PART

3.5.3

 

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&Cc EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
F.H. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
S.V STOP VALVE
W.M WATER METER
RAINFALL
LANDSCAPING ROOF RUNOFF

ee

TO GROUNDWATER

WATER CYCLE DIAGRAMATIC

cS

 

WATER
TANKS

 

 

 

cs

ON-SITE STORMWATER
PITS, GRATED DRAINS
& JUNCTION BOXES.

RUNOFF TO COUNCIL
INFRASTRUCTURE

Checked:
hunnt———L__p——1__1m1:200 @ Al st ppg 5835
1:400 @ A3 “|S Richardson

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.

 

DRIVEWAY

 

B COUNCIL RFI

06.09.23

 

A WATER RE-USE TANKS ADDED

27.02.23

 

Revision | Description

 

 

Date

 

“FOR APPROVAL

 

drawings are copyright and are not to be used or reproduced
the written permission of SCG Consulting Engineers.

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated

without

 

C) St

ABN 40 098 481 899

DEBUILD T/A

Unit 1/11 Project Ave,
Noosa Heads

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

 

Title:

PLAN

STORMWATER MANAGEMENT

 

Project

130-152 Gympie Tce,
Noosaville

 

Drawn

Sept 22 TH I Design

Date:

 

 

Drg No.

52225-SW1.1

 

 

TH

B.

 

 

 

Page 12

                  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