Council archive · source document
Revised Engineering Plans (Received 31.3 (1) · 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. - 10.06.16
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 8 pages
Page 2
–
·
‘ ’
·
·
·
·
·
·
·
·
·
·
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. - 10.06.16
Page 3
DRAWING SIZE — Al
KEY
— ~| we . . —
HEIGHT DATUM . Existing EX. SWPT EXISTING STORMWATER PIT
EX. SWMH EXISTING STORMWATER MANHOLE
or 520 oN Ps 3 | 3 Lowset EX. SMH EXISTING SEWER MANHOLE
evel Datum Lo House EX. SCP EXISTING SEWER CONNECTION POINT
Avocet Parade, Peregian Beach III + V2 =| ° E.0.B. EXISTING EDGE OF BITUMEN
Survey information provided by N oS e308 3 Ve 6 K&Cc EXISTING KERB & CHANNEL
AXIS SURVEYS =n ks & NS. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
| | tu 5 Roof Peak TP TELSTRA PIT
EP. ELECTRICAL PILLAR
| we > Bi 19.41 = me KERB EXISTING KERBING
> 2 > > ROE RENFORCED CONCRETE END WALL
| - No Mk ® “sy 25 , 87°28! No Mk WM WATER METER
| 43! oun 3 Timber Fence 12.81 O oy 12.03 37463 14 13 11.16 7 n UL Timber Fence, Found
© 1332 v/ US IT "93! yo) 7 TO! — a0 M095"! "7031
| 3) oo N13.42__\ — > 1 10.88 ''" \ \
Nv 10.95 10.89 10.89
- Roofwater | = " \ 10.98 Concrete i091 1086 ih, e y
|| 'Roofwater . Ss \
@ Outlet IL 1.30 Vegetation \ > & ‘ & \s®
& on 3 \ee Existing Block Retaining Wall C |
3 2 2
EX. site i [> = = \ | ra 14.67 ' |
aa 3 ~
awer M H 2 = < | 8 Po, No \ ay _] Floor Level Floor Level © | |
- 13. — | Ks 13.27 4398 _ y \Ees RL 13.25 RL 11.01 40,96 ! |
= , ‘ S
3.25 to ~ a ; 7 ) Floor Level Existi 2 | )
O\9. A
C) | N | / RL 15.91 xisting Floor Level /
OD | /\ 8 Highset RL 11.01 | | ©
= Le 4 so S
he | 5 5 2 v a House | | ox
Aas ! | Q wire 4 J | \
er, — roe o Ne) LZ |
] = OD / 15.89 5.98, \ ~ S 10.9 S |
| ° SS \h \ \ We NS 6 © | & |
~U \ 4 / & Rgof Péak ww \ \ \ N : XQ S
Bitumen Ru | 3.43 \ \ \ \ «> \ po
Driveway CX | J ow \ \ \ \ ~ \ \ \ | 8 QI
css | yw \ \ \ \ \ a | as
sO | en enn | F | 8 Existing
| || \ 95 oO
Roofwater @ Q. \ \ \ \ XP | | | 7 Lowset
Outlet IL13.07 | \ / \ \ \ | | | Lo House Well
| 3 S
Oo & / sy | Ie | | | \ | Away
% \
2) \ (RP \Power Pole EP I \
2 8 \ #66839 | v \
> se
EX. SMH) 2 \ / \
Sewer M/H \ / 7 1168
RL 13.2 . \., I ass \
e, @ 2 SP \ ® / \
: \ | \
\ \ Vegetation
764 ) | \
40" Ne Mk lo \
\ Found ie |
% Y 1243 | /~ 41182
ye? 11.91 6
ye Pdwer Pole / Ao
86838 yx
we ‘ gs! —
Qo \2-
\
aN
Bitumen N ~
LEGEND Drivewa
Y ~~ 12.35 40.65 Rcd — __9.73
eee tis Le OO Crown of Roa
4\80 EXISTING SURFACE SPOT LEVELS. D\
E INDICATES OVERHEAD ELECTRICITY ©) A T » C
SUPPLY LINE 2, - Ny VV C) C C C 4 C eC fever Description Date
INDICATES EXISTING SEWER LINE ° <9 EX. SWPT 79 99 Ed f Bitumen 410.25 9.87 SE OR APPROVAL
— oe OM! 12 e of Bi
w INDICATES WATER MAIN. APPROX Lb 124g w E198 92 CET NSA ae ee Mig 04
ALIGNMENT, BUILDER TO CONFIRM EXACT “O° I eT 10.38 DO NOT SCALE FROM THIS DRAWING
LOCATION PRIOR TO WORKS Concrete L . 42.24 12.11 42.02 - _ 11.74 a EX. SMH ® Telstra Ihe design and oseodoted details contoines on this ond ossocatd ‘
T INDICATES TELSTRA LINE APPROX Driveway J " Sewer M/H ie wlan pein of S26 Coning Enger.
ALIGNMENT, BUILDER TO CONFIRM EXACT / RL 10.66
LOCATION PRIOR TO WORKS / z SCG Noosa Heads"
— Sw/ex INDICATES STORMWATER DRAIN EXISTING g Ph (07) 5455 5604
AS NOTED 3 Neus? wobamnu sepggverscom
SITE PLAN — SITE SURVEY & EXISTING SERVICES ° —=—eee
Scale 1: 100 Title:
; ; SITE SURVEY & EXISTING
www.dialbeforeyoudig.com.au ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES SERVICES
eran PRIOR TO COMMENCING WORKS ON SITE. ALL ;
~ DI AL1100 SERVICES ARE TO BE PROTECTED IN Project
4 ACCORDANCE WITH THE AUTHORITY
WW » | BEFORE YOU DIG RESPONSIBLE FOR THE SERVICE J AVOCET PARADE,
PEREGIAN BEACH
Date: Mar 25 Drawn LR Design TH
0 1 2 3 4 5 1100 © At . Checked: Drg No. Rev.
Mum: 3
1:200 @ AS © T Harington 0336 -QW1.1
Page 4
DRAWING SIZE — Al
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
THAN 25m ALONG LENGTH OF TABLI
DRAIN
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
_--777 INDICATES PROPOSED SURFACE
48.07 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
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
—— SW/EX
———— SLE SILT RETENTION FENCE TO DETAIL
www.dialbeforeyoudig.com.au
SA DIAL1100
Jy BEFORE YOU DIG
13.54
es
13.43
|
“|
|
|
|
|
|
|
| |
_ Roofwater |
@ Outlet IL 1.30
EX. SMH el
a3 |
awer M/H eo
"13.6 |
|
|
|
|
aki & al
|
Bitumen |
Driveway |
N= \
arr |
2 \
Roofwater ®
Outlet IL13.07
. 8
2) \'8
EX. SUH) ‘2
Sewer M/H
RL 13.2
2
S
Edge of
13.45
Z
NEW K & C
\
Ta.
TE /
13.13
(
|
gv
\
\
NX
Bitumen
Driveway
qe
72 so ~
Dip
. 0
J
Concrete /
fo
Driveway J
fo
So
J
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
“So
12.81
oe
@
S
43.40
7 — SILF— — = — Si
@ P \ 243.42 _\_
ay
“ud
\ 13.02
\ ! 44.67
\ |
%
Y 12.43 |
—
Si EEE 1.08
7x =>.
> ~
D ~
O* 12.03
40 oT} |
S
|S
jw
Pdwer Pole / 11.91
66838 /
AB =
= [
Ne
\
E 1118
_—_ —_ XL
EX. SHPT 19 40
_ 11.92
11.91
42.24 1211 12.02 ©
19.41
10.89 10.89
\ \ |
SP eg —) ge —bL—sre ——— sit — — 4124529.
Ao7
87°28"
I7,463
11.13 11.16
10.88
10.91 10.86 4237
3
SHED LIN
OOTPRINT
ROPOSED BUILDING
15.60
~~ — tT SLA rag t Saf — —/—BIlae— przt- — SIL 7T00- — — “sir 048 — sur — — sues?
10.95
\ \
~
S \
\
-
eo
oS
_ 7”
—
0
NR — — —
— —
—_ —_ _—_ —
|
|
i, |
E INDICATES |
|
|
|
| |
fi
II
7) MATA
THAT
|
a |
|
|
\ | 267'0'
| |
4182 =|
|
| E444
TBM Na
AHD RL
pf —2
NEW K & C
14.61 11.64
11.74
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
il in Bi
/mi1O.
ctr
Cc
o3 Ww
oO
DS
0.25
— 10.24
138
EX. SMH &) Telstra
Sewer _M/H
RL 10.66
Edge of Bitumen_
Edge_of Bitumen
9.87
900(W) GEO-FABRIC SILT
FENCE, FIXED TO SPIKES =»
AND BURIED 300 INTO
STABLE GROUND.
1200(L) 50 SQ. HDWD
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND.
PROVIDE RUMBLE GRATES
DURING SITE BULK
EARTHWORKS.
80-120mm ROCK (NO FINES)
HARD STAND OVERLAY
FOR DELIVERY'S DURING
CONSTRUCTION. TYPICAL.
CREATE BUNDING IN
TEMPORARY HARDSTAND
FOR DIVERISION INTO
SILT FENCES. TYPICAL.
EARTHWORKS
0 1 2
SILT FENCE DETAIL
RETAIN EXISTING
CROSSOVER DURING
3
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
NS.L. NATURAL SURFACE LEVEL
F.H. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV 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
Ss RETENTION FENCES PRIOR TO COMMENCING ANY
oe 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
INSTALLED
Revision Description Date
Issue:
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 68 689 675 790
O ste
aptgcompany
SCG HOLDINGS PTY LTD Ti
Title:
SILT & SEDIMENT EROSION
PLAN
Project
3 AVOCET PARADE,
PEREGIAN BEACH
Drawn
Date: War 25 LR
Design
TH
Checked:
2] RPEQ 27698
3 T Harrington
Drg No. Rev.
0536 -OW2.1) .
4 5
1:200 @ A3
Page 5
Cut/Fill Summary
Name Cut Factor Fill Factor2d Area Cut Fill Net
VOLUME 1.000 1.000 651.41sq.m 152.01 Cu. M. 242.75 Cu. M. 90.74 Cu. M.<Fill>
Totals 651.41sq.m 152.01 Cu. M. 242.75 Cu. M. 90.74 Cu. M.<Fill>
13
12
12.
12
87°28'
.0
.7
31.463
.5
0
5
25
0
11.00
Roofwater
Outlet IL
Sewer M/H
RESIDENTIAL
RL DEVELOPMENT
13.2
5
19.606
355°0'
25.369
177°28'
10.25
13.00
Roofwater
Outlet IL RESIDENTIAL
DEVELOPMENT
Power Pole
#66839
340°
3.16 0'
12
.7
2
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
5
9.75
.25
0
50
5
Power Pole .7
11.0
.0
.7
#66838 11
.
10
10
10
10
5
12.2
B
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. - 10.06.16
Page 6
87°28'
31.463
Roofwater
Outlet IL
Sewer M/H
RL
RESIDENTIAL
DEVELOPMENT
19.606
355°0'
25.369
177°28'
Roofwater
Outlet IL
RESIDENTIAL
DEVELOPMENT
340°
3.16 0'
2
4
Sewer M/H
RL
31
3.
1°
16
0
4
'
3.164
281° 24.323
40' 267°0'
B
Issue:
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:
Project
Date: Drawn Design
Checked: Drg No.
Rev. - 10.06.16
Page 7
A
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. - 10.06.16
Page 8
87°28'
31.463
Sewer M/H
RL
19.606
355°0'
25.369
177°28'
340°
3.16 0'
2
4
Sewer M/H
RL
31
3.
1°
16
0
4
'
3.164
281° 24.323
40' 267°0'
B
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. - 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. - 10.06.16
Used in these records
Revised Engineering Plans (Received 31.3 (1).pdfRelated documentApplication case desk ↗
About this file
- File size
- 4.1 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.