Council archive · source document
Revised Engineering Plans · MCU24/0120
Plans and drawings: the text below has words only, no drawings.
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
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·
·
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 3
DRAWING SIZE — At
KEY
j= ~| _ . .
HEIGHT DATUM | ° Existing EX. SWPT EXISTING STORMWATER PIT
LOT 320 ON P 93113 1 | 8 Lowset PX SUH EXISTING SEVER MANEOLE
Level Datum AHD | | 9G House EX. SCP EXISTING SEWER CONNECTION POINT
Avocet Parade, Peregian Beach {I| + V9 xl ° E.0.B. EXISTING EDGE OF BITUMEN
Survey information provided by N mn bajes 2 P 8 K &C EXISTING KERB & CHANNEL
AXIS. SURVEYS ers ks & NS.L. NATURAL SURFACE LEVEL
|i FH, FIRE HYDRANT
| | | | Lu Roof Peak TP TELSTRA PIT
© EP. ELECTRICAL PILLAR
| cs BL 19.41 ss 5% KERB _EXISTING KERBING
| Z> 25 > > RCEW REINFORCED CONCRETE END WALL
; - ono SV STOP VALVE
5 No Mk D ~~ 2 nm Yr 87°28 No Mk WM WATER METER
| 4349 Found o__limber Fence 281 O 1203 S7.463 ,, i 1116 - limber Fence Found
oS 1332 // US // T a 1198 To 1 i 00 I] C 17968 11 M31
| =| & wae oes TTT TT 110.95 10.80 10.89 10.88 . \
| =| © \ 5/0 | N ‘
||| a 7 Concrete 19.91 _ 10.86 12. \
Roofwater | = \ bbe 10.98 777) we & \e
@ Outlet IL 18.30 __ | Vegetation \ TR pct | Retaining Wall y & ls
Q 8 o \ | "4 gevisting Block Retaining \
EX. SMH? | LS 2 ~ .
® 5k | \ | e |
NS GS O°
swer M/H 2 2 <O R Be NN Floor Level Floor Level . !
13.63 | 3 © OG RL 13.25 |
- to. = ‘ f ™~\K RL 11.01 10.96 |
O | a 3.27 43.28 - 43.20 3 |
3 OE~ ps 4 Floor Level S }
| Lo et 7 E . ti a |
Plo
C) | NL / RL 15.91 XIS Ing Floor Level /
OM 4\| Highset RL 11.01 | | °
| - 2 . Z & House | “
o S ct \ 2 —~ ¥ a |
RA os N wlr~ oe 4 \
aT =| on > < 15.89 98 ~~ xe) | |
| 3 S / k if % \ \ \ we N0.96 ew | & |
“U Y / oe Rgof Peak w \ \ \ N \ °
Bitumen | ra YC Ri 18.93 \ \ \ \ es \ i
: co
Driveway C) Y / os \ \ \ \ \ ns \ \ | S/N
25 | vo \ \ \ Los
222 ’ \ N
S \\ OQ Existing
"®@ Lowset
Roofwater ™ C) | House Well
Outlet IL13.07 | \. A
wo
(Oo 8 way
\' \
\
\
8 \Power Pol
3s 8 \ #66839
Big
EX. MG) \
Sewer M/H \
RL 13.2 \
2 e
@ 8
\
oe
Drivewa
Bitumen
LEGEND Driveway
4\80 EXISTING SURFACE SPOT LEVELS. 2\
= »
E INDICATES OVERHEAD ELECTRICITY IN Av O C eC t
SUPPLY LINE 2 ~ C 4 C C Revision Description Date
Py pe Issue:
INDICATES EXISTING SEWER LINE e. * 0 EX. SWPT 1 . 9.87 FOR APPROVAL
Ww INDICATES WATER MAIN APPROX by / (ody 5 EES ce - Age — 1161 11.64 - a _Fdge of Bit ~ men Bion
ALIGNMENT, BUILDER TO CONFIRM EXACT vO oF tw Tn fy) 110.38 DO NOT SCALE FROM THIS DRAWING
LOCATION PRIOR TO WORKS Concrete 1224 12.11 12.02 11.74 EX. SMH Ge) Telstra devngs'e cpyight andre tl tbe ised or repeded witout
; INDICATES TELSTRA LINE APPROX Driveway J Sewer M H the written permission of SCG Consulting Engineers.
ALIGNMENT, BUILDER TO CONFIRM EXACT / RL ; E 7 “ject Ave
LOCATION PRIOR TO WORKS c 10.66 z SCG Noosa Heads”
— sw/ex INDICATES STORMWATER DRAIN EXISTING i \ enaladnnQsegengneescon
AS NOTED 3 oa web:www scg-engineers.com
SITE PLAN — SITE SURVEY & EXISTING SERVICES
Scale 1: 100 Title:
dialbet ai TS SITE SURVEY & EXISTING
www.diaiberoreyoudig.com.au ALL SERVI HOWN ON THIS PLAN INDICATI
y g ONLY CONTRACTOR TO LOCATE ALL SERVICES SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
DI AL1100 SERVICES ARE TO BE PROTECTED IN Project
ACCORDANCE WH THE AUTHORITY
BEFORE YOU DIG RESPONSIBLE FOR THE SERVICE 5 AVOCET PARADE,
PEREGIAN BEACH
Date: Aug 2024 Drawn LR Design H
0 1 2 3 4 5 Checked: Drg No. Rev
hug m1:100 @ Al
1:200 @ A3 | THorngion == | 0356 —-OW1.1
Page 4
DRAWING SIZE — At
HEIGHT DATUM
LOT 320 ON P 93113
Level Datum AHD
Avocet Parade, Peregian Beach
Survey information provided by
AXIS SURVEYS
==
2
COIR LOG OR HAY BALES PEGGED
INTO SURFACE. SPACED AT NO MORE
EXISTING TABLE
DRAIN
COIR LOG CHECK DAM DETAIL
EXISTING SIDE ENTRY
PIT OR SIMILIAR
GRATED PIT
SILT FILTER SOCK TO SURROUND
GRATES AND SIDE ENTRY INTO
PIT
KERB & CHANNEL
SILT FILTER SOCK DETAIL
LEGEND
_---77 INDICATES PROPOSED SURFACE
307 CONTOURS AND LEVELS TO AHD.
+180 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
— sw/ExX ————_ INDICATES STORMWATER DRAIN EXISTING
AS NOTED
—_——— SLE SILT RETENTION FENCE TO DETAIL
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
KEY
EX. SWPT EXISTING STORMWATER PIT
EX. SWMH EXISTING STORMWATER MANHOLE
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
S.V STOP VALVE
W.M WATER METER
DUST MOBILISATION FROM WIND ACTION
SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE OF
SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL
STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING
AROUND BASE OF STOCKPILES
MAINTENANCE OF SILT PROTECTION
SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION
MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY
BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED
IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION
MEASURES. SILT RUNOFF PROTECTION IS TO BE MAINTAINED UNTIL
SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT
SUSCEPTABLE TO STORMWATER SCOUR.
—~{ SILT RETENTION
THE CONTRACTOR IS TO INSTALL APPROVED SILT
S RETENTION FENCES PRIOR TO COMMENCING ANY
° EARTHWORKS. THE FENCE IS TO BE CONSTRUCTED ALONG
THE LOWEST BOUNDARY AND RETURNED UP SIDE
BOUNDARIES TO ENSURE FULL STORMWATER ENTRAPMENT.
SURFACE RUNOFF FROM WITHIN THE ALLLOTMENT MUST
DRAIN TOWARDS THE FENCE AND SHALL NOT ENTER
NIEGHBOURING ALLOTMENTS THROUGH THE USE OF
SURFACE BUNDING OR SCOUR PROTECTED DRAINS. THE
FENCE MUST REMAIN IN PLACE UNTIL SUCH TIME THAT
FINISHED LANDSCAPING AND DRAINAGE MEASURES ARE
SILT FENCE DETAIL — 'NSTALLED
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.
| ~| ‘Oo
| | | ©
||| oO
| | 2
| Se a
3) 00 2 P
~ re ee
| | | | LJ
| of 19.41 . 15.60
| ”° Zz 7. |
| 0 ‘® SA, Rp % 87°28'
3 12.81 oO O 12.03 F463 144 11.16 _ . 9
| © 37 -\— — SILF— So ee 7 BROT Tra SE TT — — a 40-68 —SILF— — Ss :
| & \ Se 10.95 10.89 10.89 10. . LI
S
||| f : a 7 ‘ Concrete 1994 L, > ~ \ i
| |Roofwater Se Ss &
@ Outlet IL 15.30 - \ ! ne ~ *
QT | 2 e |
EX. SMH @ No LS a. = | \ ol i
ag oS S |
awerM/H 2 © < g - » . ! i
13.65 | Se Dp & ! | |
O | ee a a | | if
; ~ Sn
O | SO ye P| a
| _ | \
7
CD | = : = > 4 | | \ | &
gee cr = ~ wl eT | | \ 2
oe = 3 ‘ |
oe | on = / 4 | | T 900(W) GEO-FABRIC SILT
\ 3 + oF | & | FENCE, FIXED TO SPIKES ——m
UW ° / ~ . © | l AND BURIED 300 INTO
Bitumen S Ws Y C i | . | ; STABLE. GROUND.
Driveway \ | BI
\ 3
a= \ m | SIN
es 1 fe NNN NS So \ R
38 l 1200(L) 50 SQ. HOWD
so — | \ ‘ | | | “OO one 1800 CTRS DRIVE
3 CX \ | | | | a 600 INTO GROUND.
Roofwater ® Cc) | ) \ | | | #@ ) +
Outlet IL13.07 \. / \ 5 nN DASHED LINE INDICATES a | Tat
OD é / we ! | PROPOSED BUILDING | [;
\\ | ~ FOOTPRINT ——— |
/ | || A \ |) ©
© | | | S| \ gis
Vv PROVIDE RUMBLE GRATES
\ ‘ | | | LT DURING SITE BULK
a\\ 8 \Power Pol i \ ren EARTHWORKS.
2 8 \ #66839 \ WK \ Bem xy = ° \ | \ |
- 2
mone “e N / | | pl, Smee
Sewer M/H \ J | FOR DELIVERY'S DURING
RL 13.2 \ / agi \ | sy | | CONSTRUCTION. TYPICAL.
& e \ | SS
\ ‘ \ as \ 7, | ) | | CREATE BUNDING IN
| & TEMPORARY HARDSTAND
| \ \ ! ec pt ij * FOR DIVERISION INTO
\ 1 F SILT FENCES. TYPICAL.
) sup— — L — sir — — — sit— — — I 249, eS. AG 4! |
f ont
\ 8 \ | 267°0 3 / / J
ov | | | B / /
| /~ /
Q» 1182 | = c /
wy Pdwer Pole / 1" o~ 2 - E SY Y/ YK
| \ 86838 \» 5 N| 2 y, QW QW oo
wr \ = E i178 E [A144 & BS —
n>? \ 9) / - N dae. of Bitumen
Z A2- TBM Nail in Bi RETAIN EXISTING
Xo a CROSSOVER DURING
g . AHD RL / . EARTHWORKS
Bitumen N
Driveway ~~
8G ee
So tts Ee — — — — — 8 ren it Road
P\
= |)
» 7, Avocet Parade
° 80 EX. SWPT ;
pe = Te 11.99 11.61 11.64 Edge of Bitumen _10.25 a8!
2p 40 | EEE 1.98 NOt So a oat
Concrete J “4294 12.11 © 1202 “WTA EX. sd ®) Telstra
Driveway J Sewer M/H
J RL 10.66
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
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
fmmy-——+__»>—t__?m1:100 @ AI
“1:200 @ 43 | fHeritn — | 0336 —OW2.1
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
\ email:[email protected]
web:www.scg-engineers.com
aptgcompany [ABN 68 669 675 780
SCG HOLDINGS PTY LTD T/
Title:
SILT & SEDIMENT EROSION
PLAN
Project
3 AVOCET PARADE,
PEREGIAN BEACH
Drawn Design
Pate: Aug 2024 LR 1H
Checked: Drg No. Rev.
Page 5
Cut/Fill Summary
Name Cut Factor Fill Factor2d Area Cut Fill Net
VOLUME 1.000 1.000 707.50sq.m 116.26 Cu. M. 302.24 Cu. M. 185.98 Cu. M.<Fill>
Totals 707.50sq.m 116.26 Cu. M. 302.24 Cu. M. 185.98 Cu. M.<Fill>
13
12
12.
12
87°28'
.0
.7
31.463
.50
0
5
25
11.00
Roofwater
Outlet IL
Sewer M/H
RL
RESIDENTIAL
13.2
DEVELOPMENT
5
19.606
355°0'
25.369
177°28'
10.25
13.00
Roofwater RESIDENTIAL
Outlet IL DEVELOPMENT
Power Pole
#66839
340°
3.16 '
12
.7
20
5
4
Sewer M/H
RL
31
3.
1°
16
0
4
'
3.164
281° 24.323
40' 267°0'
0
12.0
12.50
11.50
11.25
0
75
9.75
.25
.00
0
5
Power Pole
11.0
. 1.73
.5
.7
#66838 11 1.
10
10
10
10
5
12.2
Issue:
Telstra
Sewer M/H
RL
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:
SITE PREPARATION, EARTHWORKS & COMPACTION Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 6
DRAWING SIZE — At
HEIGHT DATUM
LOT 320 ON P 93113
Level Datum AHD
Avocet Parade, Peregian Beach
Survey information provided by
AXIS SURVEYS
=
2
LEGEND
_--777 INDICATES PROPOSED SURFACE
49.0 CONTOURS AND LEVELS TO AHD.
4180 EXISTING SURFACE SPOT LEVELS.
50% » INDICATES FINISHED SURFACE GRADE
FA, INDICATES DIRECTION OF FALL
_\ TO FINISHED SPOON DRAINS.
x [29.740 INDICATES PROPOSED FINISHED
SURFACE LEVELS
(SWP) FIELD INLETS OR JUNCTION BOX PRE-CAST
5 x CONCRETE CAST-INTO PAVEMENT, REFER SWI.1
FOR FURTHER DETAILS.
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT.
(MMT «S—SREFER SWI.1 FOR FURTHER DETAILS
— () DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DRG. OW4.2 DETAILS
CD) DENOTES SAWN CUT DANLEY JOINT
REFER TO DRG. OW4.2 DETAILS
TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND
REINFORCING.
DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG. OW4.2 FOR
THICKNESS AND REINFORCING.
LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.
PERMEABLE DRIVEWAY PAVEMENT. REFER 10
ARCHITECTS DETAILS FOR PAVEMENT TYPE.
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
INDICATES WATER MAIN APPROX
—_ w————— ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES TELSTRA LINE APPROX
—T ——_ ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN EXISTING
— swex AS NOTED
INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEERS DETAIL.
oe RW
www.dialbeforeyoudig.com.au
SA DIAL 1100
yy BEFORE YOU DIG
wl
a
9
NEW TYPE Bl BARRIER KERB AS
PER NOOSA COUNCIL STD DETAIL
IPWEA RS-080. MAINTAIN
EXISTING SURFACE GRADES AND |
ENSURE SMOOTH TRANSITIONS.
REFER 0336-OW4.2 FOR DETAILS
st
uo
oO
13.43
DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH COUNCIL STD
DETAIL IPWEA STD DRG. RS-049 AND
RS-050 AND COUNCIL REQUIREMENTS.
EX. SMH g r |
ny & ™
>wer M/H I,
"13.6 :
: )
|
—
|
RS al 1.508
\
|
|
v= |
arr |
oO
Roofwater rn
Outlet IL 13.07 . :
KO
ie
\
\
\
a § |
ON
EX. SMH Ge) . |
Sewer M/H |
RE 13.9
2
&
| \
| \
\
oe
ew
2
eP
2x
ater |
@ Outlet 1 16.3033
Edge of
13.45
E
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
SITE PLAN — DRIVEWA
Scale 1: 100
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
Y & CROSSOVER PLAN
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.
CONTRACTOR TO REPAIR/REINSTATE ANY
DAMAGED AREAS OF EXISTING FOOTPATHS,
KERB & CHANNELS TO COUNCIL STANDARDS
NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH IPWEA STANDARD Drg. SEQ-RS-080 &
COUNCIL STANDARD DETAILS
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT—PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS
2
of 19.41 15.60
87°28'
13.305 }] 13.305 281 12.03 IT 4FO3 14.43 11.16
Be TH 41ST 10.68 10.31
13.32 Pi3.42 11.98 12.22 ake ne ai .
, 95 089] 19.3 , | RW meme RW moms VV so
13.307 13.304, |43.02 | | PAH | val miei
se po | i 44014 | (10.86 p37 b
AW N Wa Je TI i a > ——* es”
“44.87 L/L / | | 0 / 7 /) ——_——
415.242 \ | 467 J / . |
Nel wt | CN GARAGE y . 3 |
Sse Ns 7 ‘
|) eee Sd | |
a z | A
2t yea) S| ast Bg.99 | 2 13,300 p IP OT ee |
, an . & 5 FFL | 4 POOL. |
» |» 15.91 . Lo “M750 07 |
KS / RESIDENTIAL
. |
| % 13.298 3 _ DE ELOPMENT
wo S © o o
1 ¢ ae! =
oO x 15.89 15.98 & 10.96 p a |
CVs } w& “S , we |
| oe Oo e Jo KV i | :
i | 48.58 LI ] Lals
> N ©
N-
» | So ‘ SN
a Ol | ok ~)
F RW. ~ yh
fo \ al 7
a
| GARAGE s ,
Ad Vv
us x FFL le yf FFL / ©
12.200 we 11.750
RESIDENTIAL . al .
DEVELOPMENT JL we ©
i
S) +
% So ~ / &
| I
oy) Ww
NY 5 3
2 44 , ©
"By 1a POOL : FOR STORMWATER PIT
f : eS DETAILS, REFER DRG
+ : SW1.1 & SW1.2
% e
2, I SWP »
a
e q (SW) x oe
5 a _
| | 24,323 11.10 6
267°0' )
oO
ov
y
Ne, & Oo *
ee S 2,
\1.0m MIN. CLEARANCE ~ ”
BETWEEN EDGE OF DRIVEWAY
AND EXISTING POWER POLE. 444 EF E
\ 14 1052
Nz NEWK £1 Eage—ot Biturrien
Noi
N 10.547 NEW TYPE Bl BARRIER KERB AS
N\ PER NOOSA COUNCIL STD DETAIL
N\N IPWEA RS-080. MAINTAIN
N ~ ) ROCGROANCE WH ERUNC STD. IN EXISTING SURFACE GRADES AND
ENSURE SMOOTH TRANSITIONS.
DETAIL IPWEA STD DRG. RS—049 AND — 1065. _ _- — ~ 5 — d REFER 0336-OW4.2 FOR DETAILS
\ RS-050 AND COUNCIL REQUIREMENTS. J —St—C~S Crown of Roa
5
0 EX. SWPT ;
Da = 2G 11.92 11.61 11.64 Edge of Bitumen _10.25 ost
0 cw RRR 98 pop — 10.24
— 7 : SO oe ~ "110.38
/ 12.02 1p.
tea "4 EX. SMH x)
/ Sewer _M/H
JS RL 10.66
KE
EX. SWPT EXISTING STORMWATER PIT
EX. SWMH EXISTING STORMWATER MANHOLE
EX. SMH EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
S.V STOP VALVE
W.M WATER METER
A AMENDMENTS TO PLANS 11.11.24
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 68 659 675 790
O sts
aptgcompany
SCG HOLDINGS PTY LTD TiAl
Title:
DRIVEWAY & ACCESS PLAN
Project
3 AVOCET PARADE,
PEREGIAN BEACH
Date: Aug 2024 Drawn LR Design H
0 1 2 3 4 51-100 © At J Checked: Drg No. Rev.
MUU TL sg
"i200 43 || Hanger | 0336 -OW4.1) A
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
87°28'
31.463
Sewer M/H
RL
19.606
355°0'
25.369
177°28'
340°
3.16
20'
4
Sewer M/H
RL
31
3.
1°
1
64
0'
3.164
281° 24.323
40' 267°0'
Issue:
Sewer M/H
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
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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Revised Engineering Plans.pdfRelated documentApplication case desk ↗
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