Original source · versioned page text
SCG 32225-CD Issue 2-13.02.2023
THE SITE
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
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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
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|
2 Storey | Window
Building 50 | 5 Beton % 38.
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pe
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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
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6 L LINE MARKING g Po
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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
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
ee Ao
———— avr 2 6 Ai? “up
———— ah a ae
<6 & oe “CHAPLAIN: PARK LO
; a2 / a ah /
SILT FILTER SOCK DETAIL wy ooo eo geo - <
TO rt + AK
EX. SMH °
EXISTING STORMWATER
PROVIDE SILT FENCE i SM
AROUND INLET AS PER wl | |
: 1
PQ bo | PROPOSED BASEMENT EXCAVATION
DETAIL ON THIS SHEET. — REFER SCG DRG. 32225 - OW3.1
PROTECTION OF EXISTING STORMWATER PITS of TP _ FOR DETAILS
PROVIDE RUMBLE) GRATES
DURING SITE BULK EARTHWORKS.
80-120mm ROCK (NO FINES)
HARD STAND OVERLAY
FOR DELIVERY'S [DURING
CONSTRUCTION. TYPICAL.
LEGEND
CREATE BUNDING IN
TEMPORARY HARDSTAND
+180 EXISTING SURFACE SPOT LEVELS. FOR DIVERISION INTO
SILT FENCES. TYPICAL.
DUST MOBILISATION FROM WIND ACTION
SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE OF
a SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN 10 COVER ALL
° OPP TNS ELECTRICITY STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING
PROTECT EXISTING AROUND BASE OF STOCKPILES
INDICATES EXISTING SEWER LINE GYMPIE TERRACE FLIER SOGe SURROUND.
, MAINTENANCE OF SILT PROTECTION
w—— INDICATES WATER MAIN APPROX REFER DETAIL. MAINTENANLE UP ott PRUE UN
ALIGNMENT, BUILDER TO CONFIRM EXACT SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION Revlon | Desorption 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
— sw/EX ————_ INDICATES STORMWATER DRAIN EXISTING ther akicn copyright 900 Calin Enno without
AS NOTED
-/ 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 3 ee web.www oy cogleers oom
—_wV — TO STRUCTURAL ENGINERS DETAIL. AND BURIED 300 INTO Ss RETENTION FENCES PRIOR TO COMMENCING ANY Z fenuomewnass
STABLE GROUND. e 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 SURFACE RUNOFF FROM WTFIN THE ALLOTMENT 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 SPKES. 4800 CTRS DRIVE SURFACE BUNDING OR SCOUR PROTECTED DRAINS. THE Project
RESPONSIBLE FOR THE SERVICE FENCES. IN NO INSTANCE SHALL THE ALLOTMENT Si se eee 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 — STALLED Noosaville
Date: Sept 22 Drawn 1H Design 1H
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
Boe BASEMENT WALLS TO STRUCTURAL FINAL BASEMENT SLAB THICKNESS 10
2 ENGINEERS DETAIL BE DETAILED BY STRUCTURAL
we | ENGINEER KE CONSTRUCTION NOTES
HEIGHT DATUM Be | GENERAL:
2 I EX. SWPT EXISTING STORMWATER PIT 1. DO NOT SCALE FROM THIS DRAWING.
LOT 2 & 3 ON MCHS881 Fe | PAVEMENT AS EX. SMH EXISTING SEWER MANHOLE 2. ALL DIMENSIONS IN MILLIMETRES
Level Datum AHD ih =| ? DETAILED ON DRG EX. SCP EXISTING SEWER CONNECTION POINT 3, SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
Level Origin PM 105735, RL 4.577 1 RAFT SLAB TO Ow4.1 E.0.B. EXISTING EDGE OF BITUMEN ARCHITECTURAL DRAWINGS.
Gympie Tce, Noosaville I STRUCTURAL K&C EXISTING KERB & CHANNEL 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
Survey information provided by | / i ENGINEERS DETAL. N.S.L. NATURAL SURFACE LEVEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
i 5 FH. FIRE HYDRANT ENGINEER IMMEDIATELY.
Max Watterson & Associates I Es FPL AS 1g TP TELSTRA PIT 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
r2 6 —— = EP. ELECTRICAL PILLAR SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
| — £/2 L FPL AS NOMINATED. o KERB EXISTING KERBING ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
| NOMINATED. S RCEW REINFORCED CONCRETE END WALL THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
COLT < < , FILLING NOTES
Zz —THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC
MATERIAL AND DEBRIS.
eR NS TANKING WATERPROOF BLANKET WITH —THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL
PRIMER & PROTECTIVE COATING INSTALLED DRIVEWAY /CARPARK PAVEMENT DRUM ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD
BY SPECIALIST CONTRACTOR TO
; DENSITY OF 98% THE COMPACTION IS TO BE SUFFICIENT TO
SITE. DEWATERING TEMPORARY CFA PILED RETAINING WALLS MANUFACTURERS’ SPECIFICATIONS & ACHIEVE A BLOW COUNT OF 7 BLOWS PER 300mm WITH AN
— THE SITE IS TO BE CONSTANTLY DE-WATERED UNTIL THE GROUND — CFA PILED RETAINING WALL DESIGN AND INSTALLATION CERTIFICATION.
Tait SITE IS 10 BE CONSTANTLY BY A SPECIALIST CONTRACTOR APPROVED PERTH SAND PENETROMETER FOR A DEPTH OF
— THE DESIGN AND INSTALLATION OF THE DEWATERING SYSTEM IS TO — DRIVING OF PILE WALLS NOT PERMITTED FINISHED LEVELS DIAGRAM RESULTS SHALL ae PRESANTED To SCG CONSULTING
BE BY A SPECIALIST CONTRACTOR. — INSTALLATION OF GROUND ANCHORS INTO NEIGHBORING FINISHED LEVELS DIAGRAM TYPICAL SECTION ENGINEERS FOR APPRO
APPROX GROUND WATER TABLE OF 1.0m BELOW EXISTING GROUND PROPERTIES NOT PERMITTED WITHOUT OWNERS CONSENT TYPICAL SECTION NGI APPROVAL.
LEVEL. SEASONAL & TIDAL VARIATIONS NOT CONSIDERED — ADDITIONAL MEASURES SUCH AS GROUTING THE JOINTS —UNLESS NOTED OTHERWISE A MINIMUM BEARING CAPACITY
GIVEN THE CLOSE PROXIMITY TO THE NOOSA RIVER, GROUNDWATER IS RECOMMENDED TO REDUCE GROUNDWATER INFLOWS. OF 100kPa SHOULD BE ACHIEVED WITHIN COMPACTED FILLING.
LEVELS WILL VARY WITH TIDAL INFLUENCE AND PREVAILING WEATHER — PROVIDE GROUND MONITORING/VIBRATION CONTROL _ . COMPACTION & BEARING CAPACITY TEST RESULTS MUST BE
CONDITIONS, DURING INSTALLATION. ; lp PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL
EXTRACTED GROUNDWATER IS TO BE TREATED IN ACCORDANCE WITH — ESTABLISH SURVEY MONITORING POINTS ALONG PILED —— _ ; PRIOR TO WORKS PROCEFDING.
RECOMMENDATIONS PROVIDED IN A FUTURE DEWATERING MANAGEMENT WALL TO MONITOR WALL ALIGNMENT/ GROUND MOVEMENT lp \ -
TO ECO ECG REPORT a y — CHAPLAIN PARK - L THE FILL MATERIAL CLEAN GRANULAR MATERIAL (L.E. SAND
~ TREATED EXTRACTED GROUNDWATER IS 10 BE DIRECTED T0 COUNCIL oo a / Fe ~ an / TO A CLAYEY SAND IN ACCORDANCE WITH ASI726) BE FREE
STORMWATER, FINAL OUTLET LOCATION TO BE APPROVED BY NOOSA a ao . + 90 t OF ANY prea MATERIAL AND HAVE A CLAY CONTENT OF
COUNCIL. J LESS THAN 12% (PLASTICITY INDEX LESS THAN 25%, LINEAR
~ PUMPING MUST NOT CAUSE NUISANCE FOR NIEGHBOURS. ENCLOSING CAPPING Bo eo MOMITGt WAI ALCAN IRON = t= 0.771 SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
WITHIN’ SOUND PROOF ENCLOSURE MUST BE CONSIDERED. MOVEMENT, PILING CONTRACTORS ENGINEER 10 BE ADVISED OF — 0.044 E INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO ITS
ANY OBSERVED MOVEMENT TES A ae 2 -0.756 REMOVAL TO ENSURE ITS COMPATIBILITY.
0.700 ; a SL, —THE FILL IS TO BE PLACED AND COMPACTED IN
HTM ACCORDANCE WITH AS3798-1996 TO A LEVEL SUFFICIENT TO
———— POOL ns ACHIEVE A LEVEL 2 CERTIFICATION WITH A MINIMUM RELATIVE
a” e EXCAVATION FIELD DENSITY OF 98% COPIES OF COMPACTION TEST
TOP : 2.10 at “ | 0.364 ~0:048 TOP : 2.10 RESULTS SHALL BE PRESENTED TO SCG CONSULTING
EXISTING STRUCTURE /DWELLING BTM : 1.65 * — SEanigesss=asaeS | BTM : 1.45 ENGINEERS FOR APPROVAL.
INCLUDING NEIGHBOLRING = 0.45m » 10.269] ~~ A To 646 H = 0.65m FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
ALLOTMENTS = | : = . | IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
0.584 LEN 8 1. mn 0.670] | DETAILS AND SPECIFICATIONS.
QE UDR /COTRACTOR ‘Sitsu OU) Tye BR rae | INDICATES OFA CONCRETE PLING OR SIMILAR, DESIGN AND REMOVED SHALL BE GACKFLLED WITH THE APPROVED FL
RELEVANT LEVELS PROR 10 ENSURE 600mm MIN. BEHIND P2218 is 17 | ‘t eer Hen eer MINN OM ERATION TECEMIQUES 10 MATERIAL COMPACTED IN ACCORDANCE WITH AS2870-1996 70
PILING TO ALLOW FOR NN | | | BE USED FOR INSTALLATION, VIBRATION CONTROL AND
COMMENCING WORKS. | | ~ | : ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%.
ACCESS FOR BASEMENT I: a I _ I [——— MANAGEMENT BY PILING CONTRACTOR. BUILDER TO CONFIRM
\ Poo Eee \ —ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
sours f WALL WATERPROOFING. — Po eee ‘ | EXTENT REQUIRED TO SATISY CRITICAL DEPTH LINE PREPARATION SHALL BE REMOVED AND REPLACED WITH THE
op. UNSTABLE | aus roorwe wrsout TYPICAL. fee oor ‘UL xX ERE DEEN OTBOURING STRUCTURES. APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE. WITH
7 zs oh PIERS IS FOUNDED | DEN + SN | ter | AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD
THIS FOOTING IS FOUNDED | ABOVE CRITICAL DEPTH | ‘S a | | DENSITY OF 98%.
BELOW CRITCAL DEPTH suse Be Lo | UNE AND IS UNSTABLE. | | RESID, VIAL NI =SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
“oN =2.295 | DEV LOPWENT ‘I ISTALLED PRIOR TO CONSTRUCTION COMMENCING,
| we of proPosen 0.514 a as as ESTABLISH SURVEY MOITORING POINTS ALONG PILE WALL
PIERS OR UNDERPINNING FOUNDED | excavaTON OR OTHER | — pH FEL: ~ 0. 500 1 By BL VOVENENT LNG CONTRACTORS ENONEER 10 BE ADWSED OF
BELOW THE CRITICAL DEPTH LINE 4 -— :
WOULD BE NEEDED TO SUPPORT ' i FPL: —0.700 ; _LANY_OBSERVED MOVEMENT
ANY FOOTING THAT IS FOUNDED \ | | | NN I | :
ABOVE THE CRITICAL DEPTH LINE. Horizontal 30 Degfees i
otzenie — TOP : 2:10 | ! FC F209 ~2.200}! 0.600] | ToP : 2.10
CRITICAL DEPTH LINE NOTE: BTM : 1.80 i | o> nat ey | | BTM : 1.55
—_eenvwesreemeeeeu THIS DETAIL ALSO APPLIES TO EXISTING = | wa AN A: =
FOUNDATIONS ON NEIGHBOURING 0.50m \ sl v Pa H = 0.55m
PROPERTIES. SHEET PILING MUST BE a
INSTALLED WHERE EXISTING FOOTINGS WILL | L—~ |! af DASHED LINE INDICATES | TOP : 2.50
BE FOUNDED ABOVE ANY EXCAVATION TOP : 2.50 , ~7.300 | a i © PROPOSED BUILDING I BIM : 1.50
CRITICAL DEPTH LINE Bm: 179 _ 0-900 4S pgp LS Za FOOTPRINT Ke | H = 1.00m
= 0.80m | a
o “NBT L | A
1 “A 7
LEGEND * ie, |) i +
i | . /
| a I |
__---7 INDICATES PROPOSED SURFACE re io A
48.07 CONTOURS AND LEVELS TO AHD. Top - 230 at Te —_ A ae La
22. { 45 0 : * /
9 BTM : 1.50 (eee 2.236 = 2153
48: EXISTING SURFACE SPOT LEVELS. 4 = 080m
7 s A: : 7
__|0.964 | SNK : TE TOP : 2.30
INDICATES DEPTH OF CUT (NEGATIVE) OR aT NTO 764 0.2111 | BTM: 1/50
FILL (POSITIVE) AS NOTED # he ° DRE NAY ower & “H = 080m
ASSP. . OW4,
~~ : OW4.2 FOR DETAILS. !
So |=
INDICATES AREA OF CUT sal! Say ees & li DASHED LINE INDICATES APPROX. ON SITE
: _ STOCKPILE & TREATMENT AREA FOR ACID
| SULPHATE SOILS (ASS). ENSURE SURFACE
INDICATES AREA OF FILL GRADES PROMOTE FALL INTO BASEMENT
EXCAVATIONS, TYPICAL. FINAL LOCATION
TO BE DETERMINED BY PRINCIPLE
CONTRACTOR.
INDICATES POSITION OF TEMPORARY
BEQO SHORING, DESIGN AND INSTALLATION BY =
SPECIALIST CONTRACTOR ( 0 saan Aessse eee : = Reso oad wee ae RC PILES, DESIGN
“| , “| BY OTHERS EXISTING GROUND LEVEL
———— ——— INDICATES OVERHEAD ELECTRICITY gpL----------- -- HNEMARKING | vy
SUPPLY LINE 7 ve \
_ ~ a A COUNCIL RFI 27.02.23
INDICATES EXISTING SEWER LINE — oorornonn as GYMPIE TERRACE a Own Revision | Description Date
w————_ INDICATES WATER MAIN APPROX Iss
* FOR APPROVAL
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
7 ——___ INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
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.
EXCAVATION DEPTH
V
SITE PLAN — EARTHWORKS & PILING PLAN TIFF
Scale 1: 200 eae (ee
INDICATES STORMWATER DRAIN EXISTING To poe
AS NOTED TT
PILE DESIGN BY OTHERS
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
>» Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINERS DETAIL.
DEBUILD T/A
=||F > Title:
L Te EARTHWORKS PLAN
(X CONCRETE PILED RETAINING WALL
PRIOR TO COMMENCING WORKS,
UNDERTAKE DILAPIDATION REPORTS OF
ALL NEIGHBORING DWELLINGS/STRUCTURES
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE NOTE:
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
BUILDER TO MAINTAIN STABILITY SITE PREPARATION, EARTHWORKS & COMPACTION
OF ALL NEIGHBOURING STRUCTURES,
CUT/FILL LEVELS SHOWN REPRESENT THE FINISHED PAD
LEVEL (FPL) TO THE UNDERSIDE OF THE GROUND BEARING
SLABS AND PAVEMENTS AND INCLUDES THE CRUSHER
SITE PREPARATION, EARTHWORKS, TEMPORARY BATTERS
& COMPACTION TO BE IN ACCORDANCE WITH THE
SPECIFICATIONS AND REQUIREMENTS OF OF PACIFIC
REFER CRITICAL DEPTH LINE DETAIL
ON THIS SHEET
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE
www.dialbeforeyoudig.com.au GEOTECH REPORT ON GEOTECHNICAL INVESTIGATION
(PROJECT PG-9236) DATED NOVEMBER 2022,
Ye) SECTION Project
150-132 Gympie Tce,
DUST OR ROAD BASE LAYERS 10 BE PROVIDED UNDER THE
SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED.
CONTRACTOR TO REPAIR ADJACENT THE
CONSTRUCTION SITE KERB, FOOTPATH OR
ROAD RESERVE IF ANY DAMAGE IS SUSTAINED Noosaville
DURING CONSTRUCTION. GRASSED AREAS ARE SITE_GEOTECHNICAL DILAPIDATION REPORT:
BEFORE YOU DIG TO BE RE TOP SOILED AND TURFED. INFORMATION/ RECOMMENDATIONS PRESENTED IN PRIOR TO ANY CONSTRUCTION Dale. Draw Design
PACIFIC GEOTECH REPORT ON GEOTECHNICAL UNDERTAKE DILAPIDATION REPORT OF ALL Sept 22 1H TH
INVESTIGATION (PROJECT PG-9236) DATED NOV NEIGHBORING DWELLINGS/ STRUCTURES. 0 2 4 6 8 10 Checked: Drg No fe
2022, Cnnnnz-—t)__->——*_'m1:200 @ AI 9°:
1400 @ AS |] RREO.SBS SS 132225 —OW3.1| A.
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, ND STEP,
EXTEND NEW FOOTPATH CONCRETE 100mm
UNDER CUT EDGE OF EXISTING FODTPATH.
TYPICAL
DEMOLISH & REMOVE EXISTING
DRIVEWAY CROSSOVER AND
~~ CHAPLAIN: PARK
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.
GYMPIE
DRIVEWAY CROSSOVER (SHOWN HATCHED) 10
BE GENERALLY IN ACCORDANCE WITH IPWEA
STD DRG RS-051 (GENERAL WIDE) AND
COUNCIL REQUIREMENTS. LEVELS AS NOTED.
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
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
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS
CONTRACTOR TO REPAIR/REINSTATE ANY
DAMAGED AREAS OF EXISTING FOOTPATHS,
KERB & CHANNELS TO COUNCIL STANDARDS
CONTRACTOR TO REPAIR ADJACENT THE
CONSTRUCTION SITE KERB, FOOTPATH OR
ROAD RESERVE IF ANY DAMAGE IS SUSTAINED
TO BE RE TOP SOILED AND TURFED.
To
—_
ee
EX. SMH Venting
ja--———_
oO
0 ia po = [1 oe
H 12) LI [|| _ Poot |
H oO
| Sencnan, sn As
' == (SWP) ig = (SWP) (SWP) 5
SWP |
E 3 ( ) _
¢* (SW) (SWP)
—=
| AIR \ yi |
i ‘ |
oe
GROUND GROUND GROUND
FFL 2.700 FFL 2.700 FFL 2.700
| \ !
gt oy LE PSA —
Ss sk — JL |
oo r |
J SYP) \ | RESIDENTIAL | ESIDENTIAL (SwP) !
Ed | |
4" || 00 | DEVELOPMENT.) 8) 8 | wo) | DEVELOPMENT.) oo || *
FOR STORMWATER PIT
DETAILS. REFER DRG =) —— — Sf = — —=\
32225-SWI.1. TYPICAL — Ke
oo 0 ‘4
Oo 7 :
oO | —l B “o
aq : ; \
-F o pj ji __} _f
€ 5 GARAGE [ SARAGE | GARAGE GARAGE
o ; » FL 2. \ FFL 2.200 FFL 2.200 |
Oo ~~ 3 L- \ ! PROPOSED UNDERGROUND
jo . 4 | TRAFFICABLE WATER TANKS, REFER
@ 0 670m satin] fl ss70m serin_ on DRG. 32225-SWI.1 FOR DETAILS
pony CE 2.4000 I) is i >
# | {i WATER | —~]-S. WATER | |} | water | | 4
r TANK “P TANK) -~--bes—-f @) TANK | Lg
N i. H €
eS \ NS ke | j
a i 8 = l
| N
"
wus" ;
E E L—— F ——— NEW 1.8m p—+FH |
_-|----—--— 9 XX = 1.8m WIDE FOOTPATH “2-s2=22=-2=-==—
af re 2. >
oe pe Oe we a-ak
CG yo le eee eee RCL
Ay
NEW K & C I LINE MARKING
Ae poo 8 LXE
7.0m_AT FLARES , au
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
DURING CONSTRUCTION. GRASSED AREAS ARE
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
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
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
C) St
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:
DRIVEWAY & ACCESS PLAN
Project
130-152 Gympie Tce,
Noosaville
Date: Sept 22 Drawn 1H Design H
10 . Checked: Drg No. Rev.
et -—1 1:200 @ Al |
400 @ A3 : 8 Richordson 52225-0W4.1 A.
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
FOR STORMWATER PIT
DETAILS. REFER DRG —
32225-SW1.1. TYPICAL
STEP.
NEW FOOTPATH TO MAINTAIN
A SMOOTH TRANSITION TO
NEW DRIVEWAY EDGE, NO
~~ CHAPLAIN: PARK
Vent Pive
oOooooo0o0000
|
¢ (SWP)
l
. , \ “TSN \ N . |
= | \ |
ae d |
| GROUND ROUND = Ly GROUND GROUND
FFL 2.700 FFL 2.700 I FFL 2.700 FFL 2.700
tof \ | |
= 6. gq
1. SL aH |
| — aL — JE I
i; { | !
(Sw) RESIDENTIAL {| RESIDENTIAL | (SWF) |
&™ || YOO | DEVELOPMENT| °° 18) 8!) oy) | BEVEEOPMENT.) Vo |i ®
| — ——t \ SwP
(swe) | (SWP) — —
| —— tI ( | |.
ot = — I
a best
4 ad es = |
Oo at joo :
o 1 <i ‘ o
30 | ; \
a o pj _t__} _J
T o GARAGE GARAGE | GARAGE GARAGE
o FFL 2.200 \h XO FFL 2.200 FFL 2.200 FFL 2.200 |
o an Ls XS | PROPOSED UNDERGROUND
{a | TRAFFICABLE WATER TANKS, REFER
# O \Qwe.3
& 5 \ S a DRG. 32225-SWI.1 FOR DETAILS
iT \ =
a Dae} 219%) |
| . ip pete {
e i | fo Ne © Ss y —) | d
TSP OS. ae Is |
Ae x ean ee | i
4
, ae |
|
(SWP) wwe
DRIVEWAY CROSSOVER (SHOWN HATCHED) TO
BE GENERALLY IN ACCORDANCE WITH IPWEA
STD DRG RS-051 (GENERAL WIDE) AND
COUNCIL REQUIREMENTS. LEVELS AS NOTED.
ce pb LINE MARKING \
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 A.
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
A COUNCIL RFI 27.02.23
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,
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 \g.07 CONTOURS AND LEVELS TO AHD. +180 EXISTING SURFACE SPOT LEVELS. 5.0% > INDICATES FINISHED SURFACE GRADE (SWP) FIELD INLETS OR JUNCTION BOX PRE-CAST CONCRETE CAST-INTO PAVEMENT. REFER DRG SW1.1 FOR FURTHER DETAILS. EB WwW GD—xxx GRATED DRAIN CAST-INTO PAVEMENT. (Cry )«~—CREFER ORG SWI.1 FOR FURTHER DETAILS C4 DRIVEWAY SLAB/PAVEMENT. REFER TO NOTES AND DETAILS ON DRG. OW4.3 FOR THICKNESS AND REINFORCING. Co LANDSCAPING, REFER LANDSCAPE ARCHITECT FOR DETAILS. 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 \ \ C] \ NN C] ) \ \ | i 4 = — ee | Lo =a _ | pT \ s | \ \ i \_ Pe IN nn anna = ------+ 1 ~~] 7 | p--~~ : a ~>=~~_____ pRIVEWAY | |e ~ REFER Drg. OW4.1 & OW4.2 FOR DETAILS. | SS N\ —— \_ a | BO 8 nx ———————aEaEEE a ae Xs, jay N a c Ll | —— : J 1 ml \ ha ——— WM @ a = D) —_—_@—— - c - [.P \+ | — ~~ K KK XK XK XK Ae en MDE FOOTPATH SD 1 ——— [|_J ¢ 43 —_ aK sux xP i 2) Ne wanna = A a oar I a, SN A Ot oe —-————Age qp— —— ——— — AB . R12-14A(L) A: EX SWPT ‘ al PROPOSED DRIVEWAY (ACCESS) LOCATION INDICATED BY HATCHING. REFER DRG. OW4.1 & OW4.2 FOR DETAILS GYMPIE ONLY LEFT TURN ONLY ON LEFT SIDE OF DRIVEWAY. FACING NORTH 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 RESPONSIBLE FOR THE SERVICE 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 5 Checked: Drg No. Re 1:100 @ Al g mann 1200 @ AB ; & Richardson 52225-OW6.1) 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: SIGNAGE PLAN Project 130-152 Gympie Tce, Noosaville Date: Sept 22 Drawn 1H Design H
Page 11
DRAWING SIZE — At
HEIGHT DA
LOT 2 & 3 ON MCH38
Level Datum AHD
Gympie Tce, Noosaville
TUM
81
Level Origin PM 105735, RL 4.577 H
Survey information provided by | !
Max Watterson & Associ
ates
+180
48077
F,
Ellin
S.L. 12.50
LLL. 12.00
L
L_]
[x] cr2
Ej cP3
(RCS)
Fe
GD-150
—— SWw/EX
Sw
oe RW
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
~~ CHAPLAIN: PARK
EX. SMH
| ————
olo | ===
oy} LJ jj Poo Cc] POOL 1
| oa |. [ oO
¢P3 - Se E YH by S.L. 2.350 LH EI
GPS B | pot 2590 iL, 1.900 aE
SL. 2.350 |[SL_ 2.350 O |G LL 1.900 5 GPS CP3 Z| |
Sik 1. 7 | 7s |
arg IL 1.900 |[IL. 1.900 | a SF o A a. = |
uw Ww a SJ
FALL LANDSCAPED AREAS 10 S.L_2.100 T \ oO = is CP3
FORMED FLOW PATHS TO DIVERT LL. 1.700 \ I CP3 CP3 = T
RUNOFF TO GRATED INLETS 1 in I | S.._2.100| | FALL LANDSCAPED AREAS 10
100 NIN FALL. ALLOW FOR Ni SL. 2.200 SL. 2.200 iL. 1.700 | | FORMED FLOW PATHS TO DIVERT
OVERFLOW TO COUNCIL PARK AT a d LL. 1.800 LL. 1.800 @ | RUNOFF TO GRATED INLETS 1 in
REAR} TYPICAL | GROUND ROUND \] ain GROUND GROUND + 100 MIN FALL. ALLOW FOR
gt | FFL 2.700 FFL 2.700 Ng 2 | ao. FFL 2.700 FFL 2.700 2 OVERFLOW TO COUNCIL PARK AT
4s ~. oj s{t+s— Is
6 — IL 6 6 ls iB
| |\ > AF A i
| GP3 ESIDENTIA GP3 GP3 > i
S200] #°)” voo Na e NY vou" te te” ESIDEWTIAL | ee
IL 1.500 EVEL OPMENT SL. 2350] | [SL 2.350 voi da
IL. 1.500 LL. 1.500 —= —= 11400
: Lt.
a T ~ : |
|
Qo 2 a G 3 : i
&) 4 oO .
H a B S
Jo . - \ $
3 0 i | JP ty s
ai GARAGE SARAGE | GARAGE GARAGE Re
2p FFL 2.200 No TFL = FFL 2.200 FFL 2.200 I |
sp pS a LS | PROPOSED UNDERGROUND TRAFFICABLE
= a \ S S 3 | WATER TANKS (LU3000 LATTICE
e ‘ \ANe S\ ‘ ji | UNDERGROUND TANK) FOR STOMRWATER
L 23] 1 LS. J . SA RE-USE FOR NON-POTABLE PURPOSES.
ene eDiets (| nee So ROOF STORMWATER ONLY MIN CAPACITY
+ Wo Taree 5 . Te 3000 It PER DWELLING.
r TANK. - . Pg TANK
o le l
| ip Lt 4 G |
BUILDER TO POT HOLE LOCATE AND a SS a a m| | REFER TO HYDRAULICS
CONFIRM EXISTING SERVICES LOCATIONS # SL 1.685 | NK , Sy. (RCS) A CONSULTANT FOR INTERNAL
GP2 on [it 4-100 [~ (rcs) = 9056 YP EL = DRAINAGE,
& LEVELS BEFORE ANY EARTHWORKS ra cD-150 NN ln u
ARE CARRIED OUT. REPORT ANY _~ cael Semen 2 Oe Et pT wae SW cpt wy
DISCREPANCIES TO THIS FIRM. <6. f 1508 uPVC a SL. 1.920 °
’ IL0750fof & TP +
E E |___ -§ —__ - +H 2} =
[/>———— NEW 1.8m WIDE FOOTPATH =|$S =P EX. 3750 RCP
eI OS ‘ 6 6 78 BG mee US LL: 0.00 (APPROX.)
2/125x75x4.0 RHS (GALV.) ae Ky a AZ AZ pat Smt ay * DS |.L: UNKNOWN
LAID AT 1 in 100 MIN. INSTALL TO Sr A a SR ETE a Yee SET (ASSET ID 1034208)
NEW KERB ADAPTORS IN = my " _
ACCORDANCE WITH COUNCIL STD = re LINE MARKING
DETAIL RS—081 & MAKE
FOOTPATH GOOD. TYPICAL.
DRIVEWAY PAVEMENT. REFER
DRIVEWAY & ACCESS PLAN
/ FOR REINFORCING.
Saat Gest
von
300mm MIN THK COMPACTED
DRAINAGE PIPE SIZES ——
AS NOTED.
APPROVED COMPACTED
BEDDING SAND.
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
GRANULAR MATERIAL UNDER SLAB.
GYMPIE TERRACE
DISCREPANCIES TO THIS
BUILDER TO CONFIRM EXISTING
STORMWATER PIT LEVELS PRIOR 10
COMMENCING WORKS, REPORT ANY
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
ALL STORMWATER
PIPES TO BE LAID AT
FINISHED SITE DRAINAGE IN
ACCORDANCE WITH HYDRAULICS
CONSULTANTS DOCUMENTATION.
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE
1:100 MIN. UNO.
BU
| AEX. STORMWATER PIT
SL: 1.05
ILL: 0.00 (APPROX.)
(ASSET ID 1003814)
ROOF DRAINAGE:
ALL GUTTERS AND DOWNPIPES TO
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
WATER
TANKS
TO GROUNDWATER
cs
ON-SITE STORMWATER
PITS, GRATED DRAINS
& JUNCTION BOXES.
RUNOFF TO COUNCIL
INFRASTRUCTURE
WATER CYCLE DIAGRAMATIC
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
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
Pate: Sent 22 1H
Design
Drg No.
52225-SW1.1
TH
A.
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