Original source · versioned page text
SCG 0187-CD- Issue 3 28.06.2024
THE SITE
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
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Page 2
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 3
DRAWING SIZE — At KE CONSTRUCTION NOTES HEIGHT DATUM CENERAL: EX. SWPT EXISTING STORMWATER PIT 1. DO NOT SCALE FROM THIS DRAWING 9 . . on au ie EX. SMH EXISTING SEWER MANHOLE 2. ALL DIMENSIONS IN. MILLIMETRES | Origin PM 24980 il EX. SCP_ EXISTING SEWER CONNECTION POINT 3. SETTING QUT DIMENSIONS ARE TO BE OBTAINED FROM THE Level Origin E.0.B. EXISTING EDGE OF BITUMEN ARCHITECTURAL DRAWINGS. Wattle Street, Cooroy N K&C EXISTING KERB & CHANNEL 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE Survey information provided b NS.L. NATURAL SURFACE LEVEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE MAX WATTERSON + ASSOCIATES | | FH, FIRE HYDRANT ENGINEER IMMEDIATELY. TP TELSTRA PIT 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING EP. ELECTRICAL PILLAR SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL KERB EXISTING KERBING ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH RCEW REINFORCED CONCRETE END WALL THE ATTACHED CRITICAL DEPTH LINE DIAGRAM. SV STOP VALVE WM WATER METER ' MMIII YY T + YYVY YY YY YY VY YY V YY YY YI = YY YY YY YY SY VY YY YY A VY YY YY YIN YY YY YS % YVvvYV YY yYvvYVvY 9" nS YYyyyeN yy ye™ Ly | xv QQODPODD DI PGP POPOV OLD + YY VY SV QOQOOQOOQOQODDOL YY YY YY VY YY YY YY YY VY VY YY YY YY 5, YY YY YY YY YY YY 2 DQ DODODQPQPODPOYDYD « MH se YY YI 9 O° + LLi1 20,97 EX.SMH 9 6 6 Vv ‘ N % N Q 4 N \: o © } Vv : xv & oY o Nig = $5 ov + EP wv ot ay + iN a ae TT T, dh aw it g Ne R w At a +08 AvP oa TN nV nv Nv ray © a Camphor Laurel —..° ws 7 1 oy % ‘ e oe Ke aS ww & +] @ gh Wo a r ay | bY No S yw VP _ X \ wr 4 \ 2 _ & oO) + ——T- 7 . A YP OST/SECOR.1 | IN ne Be wn | WANG A s 9 wv ae zhi 4 ROL FOS b wv Orato -T 2 i | ngapani = | | 5 | | é = ne a S | ve} Jacaranda =F 1 3 / e | i ot gs # a” 3 v |__| tS 8 eS Aa aT Qe ys = AV kos alee de ae S oe ‘ «] 47S S B o $ © = IN 1 | | | o | | \ -—-——! | | A ge we = | 1425.03 se a Pe . SRT TA. Se oe =—, is Sp Lobe 3 gO. 4% ar ae lA oy eo se a7 oe ' © Nv ad] 5. 9 cP Deck xr Y ¥ xv +; \ alms. — — — — ee | _5 Trunks | _ i! | LJ | | VV VV III WTI [ =a LOO ORONO Tox FOLLY YOO AYN YY YY VY 2504 125.0, © —* na | | wv N © oe x be \ as Palm + mem Neen NN > VA Pw N Pw 2uirunies. Puy \ ae LEGEND YY VY YY YY YY YY 9 LAPIS II III III III YIM IY YY III IYI IYI +\8: EXISTING SURFACE SPOT LEVELS. PYLE LLNS SY VY SAYLES —_ -§ ——__ INDICATES OVERHEAD ELECTRICITY SOQ QO DODO DODO OQOP DODD QO DODO DPODOPQOPDPODOYOY SPL \Z VPP LP LISI III III VI Revision | Description Date SUPPLY LINE QOD POQOODOOPODOOOO GS >So: AW YY YY YY YY YY YY YY YY ™ P Issue: INDICATES EXISTING SEWER LINE FOR APPROVAL ——__ w—__INDICATES WATER MAIN APPROX SITE PLAN — SITE SURVEY & EXISTING SERVICES ALIGNMENT, BUILDER TO CONFIRM EXACT Scale 1. 100 DO NOT SCALE FROM THIS DRAWING LOCATION PRIOR TO WORKS The design and associated details contained on this and associated drawings are copyright and are not to be used or reproduced without the writ. ission of SCG Consulting Engineers. + INDICATES TELSTRA LINE APPROX e written permission ot /onsulting Engineers. ALIGNMENT, BUILDER TO CONFIRM EXACT ALL SERVICES SHOWN ON THIS PLAN INDICATIVE = ; " LOCATION PRIOR TO WORKS ONLY CONTRACTOR TO LOCATE ALL SERVICES spe Nowes Mende PRIOR TO COMMENCING WORKS ON SITE. ALL 3 SOG Ph (07) 5455 5604 — sw/ex ————_ INDICATES STORMWATER DRAIN EXISTING SERVICES ARE TO BE PROTECTED IN & email ra eoonaneer oon AS NOTED ACCORDANCE WITH THE AUTHORITY g Nes web:www.sog-engineers.com RESPONSIBLE FOR THE SERVICE 8 sueeenne Title: www.dialbeforeyoudig.com.au SERVICES DIAL1100 se BEFORE YOU DIG cooROY : . Di Desi Date: April 24 rawn 1H esign H Checked: Drg No. Rev S] RPEQ 27698 _| T Harrington 01 8/ -OW1 a .
Page 4
DRAWING SIZE — At
HEIGHT DATUM
LOT 34 ON C 5603?
Level Datum AHD
Level Origin PM 24980
Wattle Street, Cooroy
[a
24
MAX WATTERSON + ASSOCIATES
Survey information provided by |
oO
LEGEND
_--7-77 INDICATES PROPOSED SURFACE
43077
+\80
CONTOURS AND LEVELS TO AHD.
EXISTING SURFACE SPOT LEVELS.
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
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
—— SW/EX
—_——_—— SLE SILT RETENTION FENCE TO DETAIL
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
COIR LOG OR HAY BALES PEGGED
INTO SURFACE. SPACED AT NO MORE
THAN 25m ALONG LENGTH OF TABLI
DRAIN
EXISTING STORMWATER
EXISTING SIDE ENTRY SILT FILTER SOCK TO SURROUND
EX. SWPT EXISTING STORMWATER PIT
EX. SMH
EXISTING SEWER MANHOLE
GRATED a GRATES AND SIDE ENTRY INTO EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K &C EXISTING KERB & CHANNEL
So NS... NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB _EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
EXISTING TABLE KERB & CHANNEL SV STOP VALVE
vovy DRAIN WM WATER METER
SILT FILTER SOCK DETAIL
PROVIDE SILT FENCE
COIR LOG CHECK DAM DETAIL AROUND INLET AS PER
' DETAIL ON THIS SHEET. +
= PROTECTION OF EXISTING STORMWATER PITS
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+ WM
DUST MOBILISATION FROM WIND ACTION
SITE CONTROL TO INCLUDE PROTECTION AGAINST) |THE CARRIAGH OF
SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL
STOCKPILES WITH HESION OR SIMILIAR, PROVIDE HLT FENCING
AROUND BASE OF STOCKPILES
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
SITE PLAN — SILT & SEDIMENT EROSION PLAN
Scale 1: 100 900(W) GEO-FABRIC SILT
FENCE, FIXED TO SPIKES
AND BURIED 300 INTO
STABLE GROUND.
SITE DRAINAGE — CONSTRUCTION
ENSURE GROUND PROFILE DURING CONSTRUCTION
FALLS TOWARDS THE CENTRE OF THE ALLOTMENT
THEN TOWARDS THE FRONT BOUNDARY WHERE
RUNOFF WILL DRAIN THROUGH THE SILT POND & SILT
FENCES. IN NO INSTANCE SHALL THE ALLOTMENT
DRAIN INTO NEIGHBOURING ALLOTMENTS.
SITE DRAINAGE — CONSTRUCTION
CONSTRUCTED STORM WATER PITS WITHIN THE SITE
ARE TO BE COVERED UNTIL THE SITE IS COMPLETED
OR TO BE FITTED WITH SILT PROTECTION MEASURES
TO THE APPROVAL OF THE ENGINEER
1200(L) 50 SQ. HDWD
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND.
MAINTENANCE OF SILT PROTECTION
SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION
MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY
BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED
IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION
MEASURES. SILT RUNOFF PROTECTION IS TO BE MAINTAINED UNTIL
SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT
SUSCEPTABLE TO STORMWATER SCOUR.
——_—-
Yq SILT RETENTION
THE CONTRACTOR IS TO INSTALL APPROVED SILT
Ss RETENTION FENCES PRIOR TO COMMENCING ANY
° EARTHWORKS. THE FENCE IS TO BE CONSTRUCTED ALONG
THE LOWEST BOUNDARY AND RETURNED UP SIDE
BOUNDARIES TO ENSURE FULL STORMWATER ENTRAPMENT.
SURFACE RUNOFF FROM WITHIN THE ALLLOTMENT MUST
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 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.
+>.
Revision | Description
Date
“FOR APPROVAL
the written permission of SCG Consulting Engineers.
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
C) St
ABN 68 669 675 790
SCG HOLDINGS PTY LTD T/
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
Title:
SILT & SEDIMENT EROSION
DRAIN TOWARDS THE FENCE AND SHALL NOT ENTER PLAN
NIEGHBOURING ALLOTMENTS THROUGH THE USE OF
SURFACE BUNDING OR SCOUR PROTECTED DRAINS. THE Project
FENCE MUST REMAIN IN PLACE UNTIL SUCH TIME THAT
FINISHED LANDSCAPING AND DRAINAGE MEASURES ARE 11 WATTLE ST,
SILT FENCE DETAIL — NSTALED COOROY
Date: Apri 24 Drawn 1H Design H
0 1 2 3 4 5 Checked: Drg No. Rev.
huuuuag-——L_+>——1__7m1:100 @ A1_—& ppeg 27698
1:200 @ A3 {| T Harrington 01 8/7 -OW2.1 .
Page 5
DRAWING SIZE — At
HEIGHT DATUM
LOT 34 ON C 5603?
Level Datum AHD
Level Origin PM 24980
Wattle Street, Cooroy
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
[a
24
Survey information provided by
MAX WATTERSON + ASSOCIATES
oO
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE
W.M WATER METER
TOP : 122.595 TOP : 122.975 TOP : 123.217
BIM : 122.355 BIM : 122.630 BIM : 122.810
H = 0.50m H = 0.345m H = 0.407m
© )
xe q Res
- 44 av
T 7 t
ay RW _ sea RW RW RW. RW sms RWS mee RW oe RW W
aa = a
x
tN (0.499) =
REFER DRG 0187-0W4.1
FOR DRIVEWAY DETAILS.
<GD
%
e
Na ah <=
& (0430)
E » x
a
So
= \
B |
a | \
+4 a |
a A
n \ |
= \ i RESIDENTIAL |
4 |
@ Leora Le A yd FFL DEVELOPMENT, yf FFL
v Dean: 122.500 \ 123.100
: 4 i
|
= j : EXISTING STRUCTURE /DWELLING
| —> i =<£ @ INCLUDING NEIGHBOURING
| y FFL ALLOTMENTS
(A072) ]
/ 122.800 TOP : 124.000 z THE BUILDER/CONTRACTOR
J (0.888 ) 3 BIM : 122.950 SHALL CONFIRM ALL
A H= 1,051 RELEVANT LEVELS PRIOR TO
uD) So >< CA189) m COMMENCING WORKS.
| 2 eee
fo F pad Tevel
6 T aS = >< o Ke, INSTIBLE TZ | THIS FOOTING WTHOUT
v = ha THIS FOOTING IS FOUNDED po FERS ts FOUNDED
LEGEND if a ¢ 5 x 4 Ruow omc OP RENE CTA, OE
— Hr + n 3 DASHED LINE INDICATES 3 LINE AND IS STABLE. STABLE "
__---7 INDICATES PROPOSED] SURFACE f Wy) OPEN BUILDING LINe or proposeD
Q7 |
x0 Shame amalgas \ Pr, sa rocneens a
+18.0 SYEXISTING SURFACKSPO PEVELs. + i = ————— . a“ . _ — —— -_ ‘ ” " ane — = WOULD BE NEEDED TO SUPPORT \ ,
+eP W.M ANY FOOTING THAT IS FOUNDED
INDICATES DEPTH |OF |CUT (NEGATIVE) OR TOP : 123.500 TOP : 124.000 TOP = 124.375 ABOVE THE CRITICAL DEPTH LINE. Horizontal 30 DegheeS\}
FILL (POSITIVE) AS NOTED BTM : 122.350 BTM : 122.650 BTM : 123.100 NOTE:
H = 1.150m H = 1.350m H = 1.275m CRITICAL DEPTH LINE THIS DETAIL ALSO APPLIES TO EXISTING
: . FOUNDATIONS ON NEIGHBOURING
PROPERTIES. SHEET PILING MUST BE
INDICATES AREA OF CUT INSTALLED WHERE EXISTING FOOTINGS WILL
BE FOUNDED ABOVE ANY EXCAVATION
‘ IN STRUCTURAL A RIED ON DRG CRITICAL DEPTH LINE
INDICATES AREA OF FILL DOCUMENTS FFL AS C04.01
wy _ NOMINATED.
——— E —— INDICATES OVERHEAD ELECTRICITY SITE PLAN — EARTHWORKS PLAN Tee et LHe sa—-_ Lo B COUNCIL RFI 28.06.24
. : N _——
SUPPLY LINE cae |: 4 | * ea : — A AMENDMENTS TO PLANS 15.04.24
INDICATES EXISTING SEWER LINE GL. «(LEVELLING LAYER 8 Revision | Description Date
3 Issue:
yw nnoares ware maw approx A pL as B/S FOR APPROVAL
ALIGNMENT, BUILDER TO CONFIRM EXACT
NOMINATED.
LOCATION PRIOR TO WORKS DO NOT SCALE FROM THIS DRAWING
—— T ——__ INDICATES TELSTRA LINE APPROX The design and associated details contained on this and associated
Seo e tue woace OAT TK. room as DRIVEWAY /CARPARK PAVEMENT Sertlten woneen oF Condi Eee wee
LOCATION PRIOR TO WORKS DETAILED IN
2 Unit 1/11 Project Ave,
— sw/ex———— _INDICATES STORMWATER DRAIN EXISTING Elevations Table SULDER TO NANTAN SlABLITY PRIOR TO COMMENCING WORKS, ALL SERVICES SHOWN ON THIS PLAN INDICATIVE SOCUMENTS : Noosa Heads
AS NOTED OF ALL NEIGHBOURING STRUCTURES UNDERTAKE DILAPIDATION REPORTS OF ONLY CONTRACTOR TO LOCATE ALL SERVICES g Ph (07) 5455 5604
Number | Minimum Elevation | Maximum Elevation | Color REFER CRITICAL DEPTH LINE DETAIL. ALL NEIGHBORING DWELLINGS /STRUCTURES PRIOR TO COMMENCING WORKS ON SITE. ALL BUILDING PAD 3 es ten on
INDICATES POSITION OF CONCRETE ON THIS SHEET SERVICES ARE TO BE PROTECTED IN 3 pave acre
ae RV SLEEPER RETAINING WALL TO 1 -1.500 -1.000 | ACCORDANCE WITH THE AUTHORITY FINISHED LEVELS DIAGRAM ‘tha
STRUCTURAL ENGINERS DETAIL. ; ~1,000 ~0.500 —— RESPONSIBLE FOR THE SERVICE CIEE SS AE Title:
PRIOR TO ANY CONSTRUCTION TYPICAL SECTION EARTHWORKS PLAN
3 ~0.500 0.000 UNDERTAKE DILAPIDATION REPORT OF ALL
. : ri 0.000 0.000 a NEIGHBORING DWELLINGS/ STRUCTURES. CONTRACTOR TO REPAIR ADJACENT THE
www.dialbeforeyoudig.com.au : : CONSTRUCTION SITE KERB, FOOTPATH OR NOTE: Project
ARNG CaNeeRUC aN URLCGED ARbeS ARE CUT/FILL LEVELS SHOWN REPRESENT THE FINISHED PAD 11 WATTLE ST.
d Ton’ DI AL1100 TO BE RE TOP SOILED AND TURFED. LEVEL (FPL) TO THE UNDERSIDE OF THE GROUND BEARING ’
“ SLABS AND PAVEMENTS AND INCLUDES THE CRUSHER COOROY
| BEFORE YOU DIG DUST OR ROAD BASE LAYERS TO BE PROVIDED UNDER THE Dato: Draw Design
SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED. ane April 24 4H "TH
0 1 3 3 4 5 Checked: Drg No. Rev.
ruuunun———1_r——7_3m1:100 @ At RpeQ 27698
1:200 @ AS | T Harington 01 8/7 -OW3.1 B.
Page 6
DRAWING SIZE — At
HEIGHT DATUM
LOT 34 ON C 5603?
Level Datum AHD
Level Origin PM 24980
Wattle Street, Cooroy
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
= =
nD
™m
ie
24
Survey information provided by F.H. FIRE HYDRANT
MAX WATTERSON + ASSOCIATES TP TELSTRA PIT
EP ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE
W.M WATER METER
oO
RECONSTRUCT ADJACENT
FOOTPATH AND PROVIDE
SMOOTH JOINT TO NEW
PAVEMENT (NO TRIP HAZZARD).
MAX 1 in 40 CROSS FALL IN
DRIVEWAY WHERE FOOTPATH
TRAVERSES. REFER COUNCIL DRIVEWAY CROSSOVER GENERALLY IN
STANDARD DRG. RS—065 ACCORDANCE WITH IPWEA STD DRG RS-051
AND COUNCIL REQUIREMENTS. LEVELS AS
NOTED, REFER DRG OW4.2 FOR DETAILS.
1.0m MIN. CLEARANCE BETWEEN EDGE
co AND EXISTING POWER = ___ MH UNDERGROUND TRAFFICABLE
. 4 STORMWATER RETENTION
$) LL: 120.9 TANK, REFER DRG,
SMH 0187-SWI.1 FOR DETAILS.
LP av x
fa; 9" & ar +4
TTT Pea TTS (aL pw pw — oleate 22399] __ [22.68 RW RW RW elle RW RW srt +
“@ | 2 RW RY RW RW RW RW RW aa RW. RW. RW. RW Ry :
~ a Lo 150(H) KERB / vA | / 150(H) KERB a“ (swe) = ASF) MERBT
” Vv fi (sir) 4 a
Nes aI i a o ( rr) DETENTION | /
NW / ye a v . :
A si] cS Sa —#8 14 — — — —_ —_ _ ot —-—-—-L 4+ — — —_ _ _ -5L| + ——|- & warer — + 6 — — — — —_ _ ee ee
wy S| 1 Teas oI} — é oa S / Te DP “CaN -
ae 8 Yh s S| 2 vo lar a = Do 825} + TANK Oost “oN
_1- . ’ Zz
LEGEND = oo / a W. tS / . ;
eEVENY _ / 7
co NEED | 4 122.157] ; {122.405 [122.462 | 122.652 122.747 7 See / 422.832 H123.002 ae 123.047
9-777 INDICATES PROPOSED SURFACE _ A / 121.700 122.015 J ae W a Ww gt == sw \ ae 0
6 CONTOURS AND LEVELS TO AND. oS a o/ \ , (~ c 122.479 alum : 122.779 [8 ‘i 123.073 : Poo
118.0 EXISTING SURFACE SPOT LEVELS. Z| xPeke / V4 Le . f | t
| | LT es wei 0 Cl oy. | B50] 12.850 J)
: £5 / : ‘ é
5.0% > INDICATES FINISHED SURFACE GRADE °° / = | 285 2 85 e > 1 28: 00 2830. A: 7
/ - =s 80m VO H =
Fay INDICATES DIRECTION OF FALL ! Og 3 | 2.56 zz Ae = 2 - Yo PROVIDE R12 GALV. DOWELS oO
aN TO FINISHED SPOON DRAINS. “se B | LU YW | = 600 CTRS AT ALL oO
2 ; Y r OL GARAGE DOOR LOCATIONS.
RANP INDICATES DIRECTION OF RAMP UP OR 4 S | 1 7 7 / TYPICAL. oO
= DOWN AS INDICATED 1.800 3 ’ FSDENTIAL — &x-F- Pe ©
< | cO
x [29.740] INDICATES PROPOSED FINISHED a
SURFACE. LEVELS So = so 1 | 412.300 140362. | sd FFL = DE na Se TFL [ 123.066 123.066 Ky |
d\Poon p 122.197 = - | >
Orn. ° -_ | wos
(SWP) FIELD INLETS OR JUNCTION BOX PRE-CAST NEO 2 ok 122.500 | | 125.100
5 Dz] CONCRETE CAST-INTO. PAVEMENT. REFER SW. by Tm 4 e ,
FOR FURTHER DETAILS. = = O bee | p e
& fo) SS | ve
CD—xxx GRATED DRAIN CAST-INTO PAVEMENT, 2 oO . 7 +
(On «—CREFER SWI.1 FOR FURTHER DETAILS & & HENS Ms | |
a DK sus! Ih Lo YA < | OL) OL) “) ll 7
—____ (Td) ___—_ DENOTES WET TOOLED JOINT TO TERRACE e (122.497 LA 4
SLAB, REFER TO DRG. OW4.3 DETAILS i | : , )
oo SS T ULL Oh id |
Div. Bd j tT
—-—--+—-— _ DENOTES SAWN CUT DANLEY JOINT + S LIL) OU CIOIWIDILID OC IOIL I OU LIL)
REFER TO DRG. OW4.3 DETAILS 2 = (SWP) s HO, | || OOnOIOc Poon) OOO, l oJ o
C4 DRIVEWAY SLAB/PAVEMENT. REFER TO it Ly! LIL) OOOO ANOOOO booooo OUI OO £
NOTES AND DETAILS ON DRG. OW4.3 FOR + HOU OUWUUU OL | onoooood LU OOOO) WU OOOOOOOO F
THICKNESS AND REINFORCING. JJODODooo KIL) |} ooo CIIrt}) Wu JODO
| as 2 g (SWP) OO | (we) OL) 550g (SWP) 5 2? 9 B(swr) Ooo )} BU 3 (SWP) LH & (SWP) eo.
[| MROTTECT FOR DERI bree vy Kt Mmmm VFN) es tPA VA F \\/ pF . PAA me PVA) VAL PAW PA Pw BW Bw Dw Dua Dit Dia Duar ig a
| Tr " 270°00'20" |
BINS AREA.
INDICATES DIRECTION OF RAMP UP OR PROVIDE DRAINAGE PIT FOR CONNECTION TO
IPSS. DOWN AS INDICATED SEWER MAIN. PROVIDE BUND SURROUND TO Oe eae 8 | COUNCIL RFI 28.06.24
DIVERT SW RUNOFF AWAY FROM AREA. REFER DETAILS. REFER DRG A AMENDMENTS 10 PLANS 15.0404
TO HYDRAULIC CONSULTANTS DETAILS. 0187-SWI.1. TYPICAL Revie mt at
——— £——— _INDICATES OVERHEAD ELECTRICITY evision | Description Date
eine ; 2 3 FOR APPROVAL
hal CD177BAAAN - ,
INDICATES EXISTING SEWER LINE
SITE PLAN — DRIVEWAY & CROSSOVER PLAN NOT SCALE FROM THIS DRAWIN
DO NOT SCALE FROM THIS DRAWING
— W—_ INDICATES WATER MAIN APPROX Scale 1: 100 The design and associated details contained on this and associated
ALIGNMENT, BUILDER TO CONFIRM EXACT drawings are copyright and are not to be used or reproduced without
LOCATION PRIOR TO WORKS the written permission of SCG Consulting Engineers.
+ INDICATES TELSTRA LINE APPROX ALL SERVICES SHOWN ON THIS PLAN INDICATIVE oe Unit 1/11 Project Ave,
ALIGNMENT, BUILDER TO CONFIRM EXACT omoR oO CMMIERCING homes ON SIE A ALL LINE MARKING TO BE IN ACCORDANCE MAXIMUM CROSS-FALL OF 1 in 40 ON ALL NEW KERB & CHANNEL TO BE IN ACCORDANCE 5 SOG Noosa Heads
LOCATION PRIOR TO WORKS WITH THE QUEENSLAND MANUAL OF UNIFORM FOOT-PATHS AND INTERNAL PEDESTRIAN WITH IPWEA STANDARD Drg. SEQ-RS-080 & 2 oii intdeaeamoe on
SERVICES "ARE TO BE PROTECTED IN TRAFFIC CONTROL DEVICES & AS 2890.1 PATHS AND RAMPS COUNCIL STANDARD DETAILS g ee webowwocsr-sngpoecon
INDICATES STORMWATER DRAIN EXISTING ACCORDANCE WITH THE AUTHORITY : : 8 Monmmerang naneets com
— sw/eEx ———— PARKING FACILITIES PART 1: OFF-STREET CAR i
AS NOTED RESPONSIBLE FOR THE SERVICE PARKING
Title:
CONTRACTOR TO REPAIR ADJACENT THE DRIVEWAY & ACCESS PLAN
CONTRACTOR TO TOPSOIL AND TURF ANY CONTRACTOR TO REPAIR/REINSTATE ANY CONSTRUCTION SITE KERB. FOOTPATH OR
. . DISTURBED OR DAMAGED AREAS OF THE ROAD DAMAGED AREAS OF EXISTING FOOTPATHS, ROAD RESERVE IF ANY DAMAGE IS SUSTAINED
www.dialbeforeyoudig.com.au RESERVE ADJACENT THE CONSTRUCTION SITE KERB & CHANNELS TO COUNCIL STANDARDS DURING CONSTRUCTION. GRASSED AREAS ARE Project
TO BE RE TOP SOILED AND TURFED.
gy DIAL1100 COOROY
; , D Desi
BEFORE YOU DIG Date: Apri 24 rawn TH esign TH
0 1 2 3 4 5 Checked: Drg No. Rev.
nanny r——7.__7m1:100 © Al_— sl ppeQ 27698
1:200 @ A3 ‘| T Harrington 01 8/7 —OW4.1 B.
Page 7
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 8
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 9
DRAWING SIZE — At
HEIGHT DATUM Fall ~ | aS KEY
LOT 34 ON C 5603? 100 DIAM uPVC CONNECTOR EX. SWPT EXISTING STORMWATER PIT
Level Datum AHD PIPES EX. SMH EXISTING SEWER MANHOLE
Level Origin PM 24980 I -_—_ RAINFALL EX. SCP EXISTING SEWER CONNECTION POINT
SITE AREA UNDER 2500m? E.0.B. EXISTING EDGE OF BITUMEN
Wattle Street, Cooroy N Oy Pea AS INDICATED ALTERNATIVE MEASURES FOR K&C EXISTING KERB & CHANNEL
Survey information provided by — WSUD. IMPLEMENTED NS.L. NATURAL SURFACE LEVEL
MAX WATTERSON + ASSOCIATES Tf FH. FIRE HYDRANT
= TP TELSTRA PIT
ROOF RUNOFF 58 EP. ELECTRICAL PILLAR
DRIVEWAY KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE
(> REAR OF UNIT DRAINAGE PIT DETENTION & STORAGE TANK: WM WATER METER
2(No.) 12,000 Lt AUSTRALIAN TANKS
7 TYPICAL SECTION WATER TANKS DETENTION MODULES, WITH 12m? Min. BASE
WATER TANKS AREA FOR ALL ROOF CATCHMENTS FITTED WITH
“FOR RE-USE & DETENTION | =i‘ Y]sCt(‘é‘(!SSC(‘; "| GPT GROSS POLLUTANT TRAP ORIFICE CONTROLLED OUTLET. PROVIDE 900 x
GPT —CAPTURES GROSS POLLUTANTS 600 TRAFFICABLE TANK ACCESS HATCH FOR
2/125x75x4.0 RHS (GALV.) TANK MAINTENANCE. REFER Drq 0187-SW1.2
LAID AT 1 in 100 MIN. INSTALL TO FOR DETAILS
NEW KERB ADAPTORS IN
ACCORDANCE WITH COUNCIL STD
DETAIL RS-081 & MAKE
FOOTPATH GOOD. TYPICAL. RUNOFF TO COUNCIL
INFRASTRUCTURE PROPOSED 5200 Lt ALL CAST PRE CAST
LEGEND IN-GROUND TRAFFICABLE STORMWATER
RETENTION TANK FOR ROOF STORMWATER ONLY.
BUILDER TO POT HOLE LOCATE AND WATER CYCLE DIACRAMATIC PROVIDE PUMP OUT FOR IRRIGATION PURPOSES |
MH CONFIRM EXISTING SERVICES LOCATIONS WATER VIVEE UIAGRAMA TY & BIN WASH DOWN. WARNING SIGNS AT TAPS
a0 EASTING SURFACE SPOT LEVELS & LEVELS BEFORE ANY EARTHWORKS 'NON POTABLE’. PROVIDE A SMTCH OVER |
+18) (+ LL}12 97 ARE CARRIFD OUT. REPORT ANY VALVE TO MAINS WHEN TANK VOLUME 1S
Fay INDICATES DIRECTION OF| FALL L eX sui DISCREPANCIES TO THIS FIRM. BELOW 10%
a TO FNRSHED GROUND SURFAGE. L: 120.479 hi \ av ‘
v Ou Ry =a ehy. Lo 9 ww +
SL 50] INDICATES SURFACE LEVEE (SLL) aND WVERT EY 91 = 21 L175 /77>R Ep Rae. — . _40F Ray Ry RN RW. RW Ri RW RaW RW Bay RW. Ray Rav Sf
LL. 12.00 LEVEL (I.L.) OF ADJACENT STORMWATER PIT + = -——$—$$$$— SW SW ey RW RY RY RW RW. RW. RW. RW. RW. RW RW. RW. RY |S
H SL 171.500 _” 2256 uPVC 'H) KERB 7 Ws PS 2) ol] W y OW T50(H) KERB OW oW S CP3E 150(H) KERB
K H fi 120650] 1 Vian ra “009 Sw / 1508 uPVC _ BL 123.150
DRIVEWAY SLAB/PAVEMENT. REFER TO NOTES (NOM YX i ) v Le G B.L. 122.350 oo ILL. 122.550
AND DETAILS ON DRG. 94000/cD/co4.05 FORKS YS 7 ; x ) F % uPyc Ww DETENTION CARPARK AREA
THICKNESS AND REINFORCING. SS \ VV + HS i / 5 & WATER
re / 6 1.250 REFER Drg. OW4.1 FOR DETAILS.
LANDSCAPING, REFER LANDSCAPE \ S Is Y 5 | RY TANK REFER Drg. OW4.2 FOR LEVELS.
L | ARCHITECT FOR DETAILS. o <> ;s Ae a AU / r : <u, 2
, / ve . / a
600 x 900 IPWEA TYPE 2B FIELD INLETS, xX y <P 1 7 R-SW Ro R-SW sw ———~—<“i—<—CS~‘C—~™~S~™~S \ _ owt” |
EJ opi PRESGBST CONCRETE WITH NBAVY DUTY [LN 4 “pw ¥ & no (RCS) nb °
GRINE WHERE INSTALLED, PAVED e © 9 , Z C ) P iC
ARTAS, FITTED WTH OCERNGUARD PIT Plaho® y a a a q a a q 4 +
BASKETS OR EQUALLY APPROVED. REFER SLERY AN “Pe 2 a - - L : : : _
IPWEA STD DRC. DS-050 FOR DETAILS. | 17 XH 5 iL) a, Y) “Ly YY)
és » = / 4 | 6
909 x 900 IPWEA TYPE } FIELD INLETS bs 3
” / =o b / | IN
PRE-CAST CONCRETE WITH HEAVY DUTY m1
GP? GRATE WHERE INSTALLED! IN PAVED y Ss / Vi Yo Yo
AREAS, FITTED WITH OCEANGUARD PIT g UA (4 ROOF WATER CONNECTIONS, REFER
BASKETS OR EQUALLY APPROVED. REFER a iS via SP / / A AVS, 7 HYDRAULIC CONSULTANT FOR / EXISTING OVERLAND FLOW 10
IPWEA STD DRG. DS—050 FOR DETAILS. T = re oo DETAILS. | REMAIN AS IS. MAINTAIN EXISTING
c | IE 7 7 JE PF yuo | er Ey
400Sq GRATED FIELD INLETS, POLY AND LIGHT [7 [7 NO CONCENTRATION OF FLOWS, ‘
BPS uty GRATE WHER IN LA SOAPE AREAS, REFKAS cho th | va x FFL 1 | | x FFL | TYPICAL.
DRG C,Q8.05 FOR TYPICARSREAR OF TOWNHOBGEE®>\: 122.500 125.100 9
CONNBCTION DETAIL. -F 1 ) | - »
| - T= | | | L | | | | - °
= | | || | — sign” e
1050 PRE-CAST CONCRETE MANHOLE. IN 7 FFL +
O ACCORDANCE WITH COUNCIL STD x
DRAWINGS IPWEA DS-010, DS-015 & -pns_| / 1 yey 122.800 DA p
MH-O1 — D$-020. CLASS D LID. | rr 1 . Yo J Y L
|
i a CI , IL Y yy / i UL LIL) beet t
GD-200 200(W) GRATED DRAIN WITH HEAVY i | LIL] “ i {i z
oo BL 12230 AE AoC So i 900d AE
Lore DETENTION TANK 7 q O LY q || qo qo |
" 1 = [1.600 ~ 3" «0, Do HON JIN 00008 §ooo0oo DOO00 Ho L
NN OVERLAND Pa OF ~~ HT he pve = OU Onno LU OOo) LIL ee ee E
S ; cK 6} Ss CIE] C1 1508 oy WV [1008 uPVC | iT] Sw uPVC OOOO OOO 177500
9 A 9 ~ — sw —— 1
(RCs) ROOF WATER CONNECTION, REFER a we ar? a ao eee mM UI Boe ss? Oey) CO 27 TP? o wg
=| HYDRAULIC CONSULANT FOR GA + CPT B.L. 122.201 RW LL 77) Or wees RW ee AE | 199 50-2 WL en 127 600-2 RW 51 123.8002! pw pw pw Rw pwd pw Rw +N a
DETAILS, TYPICAL. 4 WM IL. 121.800 a7 800 LL. 122.100 [.L. 122.200 ILL. 122.400 +
|
———— = _ INDICATES OVERHEAD ELECTRICITY BINS AREA,
SUPPLY LINE 2/125x75x4.0 RHS (GALV.) PROVIDE DRAINAGE PIT FOR CONNECTION TO FALL LANDSCAPED AREAS TO |
LAID AT 1 in 100 MIN. INSTALL TO er SW RUNGE RWeY FROM AREA. REPER FORMED FLOW PATHS TO DIVERT
NEW KERB ADAPTORS IN RUNOFF TO GRATED INLETS 1 in %
w——— _ INDICATES WATER MAIN APPROX ACCORDANCE WITH COUNCIL STD TO HYDRAULIC CONSULTANTS DETAILS. 100 MIN FALL. ALLOW FOR oe
ALIGNMENT, BUILDER TO CONFIRM EXACT DETAIL RS-081 & MAKE OVERLAND FLOW TO WATTLE ST \
LOCATION PRIOR TO WORKS ~ .
La FOOTPATH GOOD. TYPICAL. TYPICAL
— 7 — INDICATES TELSTRA LINE APPROX B COUNCIL RFI 28.06.24
ALIGNMENT, BUILDER TO CONFIRM EXACT A | AMENDMENTS TO PLANS 15.04.24
LOCATION PRIOR TO WORKS Revision Description Date
Issue:
DRIVEWAY PAVEMENT. REFER
INDICATES STORMWATER DRAIN EXISTING DRIVEWAY & ACCESS PLAN SITE PLAN — SITE STORMWATER MANAGEMENT FOR APPROVAL
— Swex AS NOTED FOR REINFORCING. Scale 1: 100
/ DO NOT SCALE FROM THIS DRAWING
sw INDICATES STORMWATER DRAIN PROPOSED The design and associated details contained on this ond associated '
NOPD OHFRMISE. 100 FALL UNLESS . — the written permission of SOG Consulting Engineers.
pag tem a curs wr srs somo srunoeane | PALL STORMWATER” ] [RSD SF — conte
RW COROT REYAINING WALL nO GRANULAR MATERIAL UNDER SLAB. PRIOR TO COMMENCING WORKS ON SITE, ALL PIPES TO BE LAID AT | consurtants DOCUMENTATION. STORMWATER QUALITY . E SOG Noosa Heads
©@— MIN 98% FIELD DENSITY THROUGH SERVICES ARE TO BE PROTECTED IN . — THE SITE AREA IS BELOW 2500m g Ph (07) 5455 5604
STRUCTURAL ENGINERS DETAIL. 1:100 MIN. UNO. z emaiamin@segengneers com
DRAINACE PIPE SIZES BACKFILL DEPTH. D>900mm ACCORDANCE WITH THE AUTHORITY — STORMATER HARVESTING TREATMENT 3 ee web:www scg-engineers.com
NON-TRAFFICALBE AREAS RESPONSIBLE FOR THE SERVICE MEASURES 10 BE IMPLEMENTED. g na e578
— swale > INDICATES ALIGNMENT OF SWALE AND AS NOTED. COMPACT IN 150mm LAYERS D>400mm — 1000Lt OF STORAGE TO BE PROVIDED FOR
DIRECTION OF FLOW, REFER TYPICAL SWALE EVERY 25m? OF COMMUNAL LANDSCAPING Title:
DETAILS
THIS PLAN TO BE READ IN CONJUNCTION WITH ROOF DRAINAGE: PLUMBING ARTICULATION: NETRATIE AREA. 100% OF ROOF FLOW TO DRAIN STORMWATER MANAGEMENT
APPROVED COMPACTED © ———] SCG CONSULTING ENGINEERS STORMWATER ALL GUTTERS AND DOWNPIPES TO FOOTINGS TO HAVE NEXLY COURLNGS THROUGH STORAGE/DETENTION TANK, PLAN
. . BEDDING SAND. MANAGEMENT REPORT 0187(SWM) COMPLY WITH BCA VOLUME 2 PART REFER DETAILS DRAWING SOt.03 — STORED WATER TO BE USED FOR ON SITE
www.dialbeforeyoudig.com.au 395 ALL PLUMBING IN UNDER SLAB FILL IS TO BE IRRIGATION & EXTERNAL USE. Project
SUSPENDED FROM SLAB WITH CAST IN TIES
Tonk DI AL1100 ALL GRATED STORMWATER PITS WITHIN DIVEWAY 11 WATTLE ST,
/~ | TO BE FITTED WITH OCEANAGUARD GPT INSERTS COOROY
yy BEFORE YOU DIG /— SW PIPE TRENCH/PIPE BEDDING & BACKFILLING Dae yori oe [OHO Ty
: Drg No. Rev
\/ UNDER PAVEMENT TYPICAL SECTION 01 2 8 Ba way ol tee rae
ruu-——L_7——_m 2] RPEQ 27698 01 87 SW1.1 B
1:200 @ A3 “| T Harrington ~ . °
Page 10
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16