Council archive · source document
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
li ~| e . . ——
HEIGHT DATUM | | ° Existing EX. SWPT EXISTING STORMWATER PIT
| ® EX. SWMH EXISTING STORMWATER MANHOLE
LOT 320 ON P 93113 | | 3 Lowset EX. SMH EXISTING SEWER MANHOLE
Level Datum AHD hy House EX. SCP EXISTING SEWER CONNECTION POINT
Avocet Parade, Peregian Beach {I| + 99 | ° E.0.B. EXISTING EDGE OF BITUMEN
aS RIES N eee “| S ® NSL. NATURAL SURFACE LEVEL
| y FH. FIRE HYDRANT
| | | na Roof Peak TP TELSTRA PIT
S EP. ELECTRICAL PILLAR
| © cs BL 19.41 ss 5% KERB _EXISTING KERBING
| x Z5 2 > > RCEW REINFORCED CONCRETE END WALL
, - ono: SV STOP VALVE
= No Mk D ~~ 2 nm Yr 87°28 No Mk WM WATER METER
| a 4340 Found O > 12.03 37463 11 13 Timber Fence. Found
IT Il I / i= i tt I It
| CT 98! To 2 NO 700 Le . 10.31
10.95 10.89 10.89 \ \
UL | site lL 8 Concrete i091 10.86 x Se \
Roofwater | iB 8 774 Ss & \e®
> \o?
@ Outlet IL 18.30 Existing Block Retaining Wall c ° \
EX, sth oo | o> > = 14.67 ‘ \
aa @
ower M/H 3 2 < Floor Level Floor Level ° ! |
- 15.65 O RL 13.25 RL 11.01 | |
a Floor Level Existi | )
C) | 9 RL 15.91 xisting Floor Level /
MD g Highset RL 11.01 | | °
| = se ~ vw *\, V7 a House | )
~o co = o?
ger = J us |
oe = 2 v on SV) < SAN |
° ~ v CV 15.89 5.98, \ & |
\ v VS S v J \ \ WE we | &
“U | al a, \, 4 o& Rgof Peak x \ \ \ N \ ‘ |
. y v \
Bitumen 9 w \ Ry 18.93 \ \ \ \ © . N\ Olé
Drvewoy oe J en nN | | BR
QE | / je \e wo \ \ \ \ aS \ [tel
go 7N | , \ \ \ \ \ NIX 19
s | L » / \ \ \ _ | Q Existing
— ( ) v / \ oy | S L t
o> \ \ 3 2 owse
Roofwater ® Cc) | se / \ | | | H Well
Outlet IL13.07 \. ~ y / \ \ \ | ! ; ouse We
OD & / / * | he | Away
\ NN) .
\ | \ / / | | | !
\\ \ “le! / an le |
AV \ |) oe YR | | bh
2) \ 8 Power Pola £. \
S 8 \ #66839 wo * \\ | “| \ | |
Bebe ~ v
EX. SMH ‘2 \ SQv / | |
Sewer M/H \ * \ / c ‘1.88 Ug \
RL 13.2 . \. » \> \ / agi ne
~ C , Nd v vv vv
S @ t WE \ v &g \ j ¥ \ v \ v >
By 19 v v v 07
\ 4 T ‘ 4 v v \ v 4 v | v QO
\ \ SY es 7 \ " Vegetation “VF y * |v
\ NoM Pie * ae v \v v\" 2922 , ©
re ¥ v vv 3
\ Found) aha Sig. Se “le Su 2670
\> 42.50 * Fo ung © Vv ¥ iy ¥ * aa . J * v * vv 4 ¥ .
% S 2a = ¥ a2 O =|
xe 4 11.91 AOU wo = r/ OF
\ P wer Pole / AY —l | 2
\ 96838 | VY 7 OH / wy, Driveway
wor \ \— / E 1118 E | Hi1:44 E
: NU ape NE
& rag ney
N
“XN
Bitumen NX ~
Drivewa
LEGEND y ~~ _tp35 4085 _ _973
\ TS ee BS Le eT Crown of Roa
4\80 EXISTING SURFACE SPOT LEVELS. 2
E INDICATES OVERHEAD ELECTRICITY E D ; ;
SUPPLY LINE 2 - a oN A VV OC) C C t C 4 C C C Revision Description Date
INDICATES EXISTING SEWER LINE OL / 25 EX SWPT yp ; Bit 987 SEER APPROVAL
ae 06 Edge of Bitumen 10.26
22 G5-—~ =| - 11.92 11.61 11.64 EE
INDICATES WATER MAIN APPROX by) 40 wi a I 8
" ALIGNMENT, BUILDER TO CONFIRM EXACT 2: oo E198, eee oat DO NOT SCALE FROM THIS DRAWING
LOCATION PRIOR TO WORKS Concrete LJ “42.24 12.11 12.02 11.74 EX. SMH (®) Telstra aevngse cpyght andre tt Be ised or veroded witout
; INDICATES TELSTRA LINE APPROX Driveway J. Sewer M H . the written permission of SCG Consulting Engineers.
AMET oUOER oc RM EXACT A RL 10.66 Ss Unit 1/11 Project Ave,
= oosa Heads
— INDICATES STORMWATER DRAIN EXISTING g ) SCG endear on
owe AS NOTED © es vcnemsepsagners cn
SITE PLAN — SITE SURVEY & EXISTING SERVICES -
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
PRIOR TO COMMENCING WORKS ON SITE. ALL
DI AL1100 SERVICES ARE TO BE PROTECTED IN Project
ACCORDANCE WITH THE AUTHORITY
3 AVOCET PARADE,
BEFORE YOU DIG egagrxmnauur PEREGIAN BEACH
Date: aug 2024) °°" LR Design Ty
‘ana —E_F—t_impst00 aL |mmozes 0336 —OW.1
Page 4
DRAWING SIZE — At
KEY
j- ~| 4S | EX. SWPT EXISTING STORMWATER PIT
| Oo
HEIGHT DATUM | | | EX. SWMH EXISTING STORMWATER MANHOLE
| o | EX. SMH EXISTING SEWER MANHOLE
LOT 520 ON P 93115 oe | 3) | EX. SCP EXISTING SEWER CONNECTION POINT
Level Datum AHD | | ul | | E.0.B. EXISTING EDGE OF BITUMEN
Avocet Parade, Peregian Beach {l| | Ve xl | | K&C EXISTING KERB & CHANNEL
Survey information provided by N on) 8303 2 Le SL. NATURAL SURFACE LEVEL
AXIS. SURVEYS — Or es H
ji - | | TP TELSTRA PIT
| | | | Wt EP, ELECTRICAL PILLAR
| | © 19.41 4560 KERB _EXISTING KERBING
oS | o > : . RCEW REINFORCED CONCRETE END WALL
| | 7 : : SV STOP VALVE
| = o> O < > 2 2 87°28) WM WATER METER
| = I | 43a0 O eS “S » 31,403
wy 12.81 oO O_ 12.03 . 11.13 11.16 \ 9
| | 37 -\— — SILF— <P — SLF— — 4 — SILEX — at — /— BL Trzt- — SIL 7 OOt — — > SLF— 10:68 — SLI— — — SIL:
| Sti \ Nisa NS = Ti 10.60 10.89 08 VT NC \ !
oy | \
| | ~ \ XN DUST MOBILISATION FROM WIND ACTION
||| Lt | crete
- Roofwater | | \ Con 10.91 is % \ | SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE. OF
|_| |RootWwate pte NI IP SPDT TR ev & \oP SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL
@ Outlet IL 16.30 - \ ZC ‘ \" STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING
Qn 2 2 | AROUND BASE OF STOCKPILES
EX. SMH 2 LS ol = \ |
Li \ |
&® 58 | » ee | | MAINTENANCE OF SILT PROTECTION
awer M/H 2 = < QR Be ON | || SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION
- 13.63 | es e ys | | {| MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY
C) | 7 13.27 43.28 L | | w BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED
25 es es 4 IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION
Lu : Z MEASURES, SILT RUNOFF PROTECTION 1S TO BE MAINTAINED UNTIL
Blo A | /
\ / | | SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT
| —_ J | | \ SUSCEPTABLE TO STORMWATER SCOUR.
OD © | |
| = 2 > UC | | | js
o oO -_- OP KX
QR x f al = 3 | | \ #
N' oO wv o|r © 4 o
o2 = © S |
2 S| a > a 4 | | T 900(W) GEO-FABRIC SILT 4 SILT RETENTION
\ 3 Sa oF & | FENCE, FIXED TO SPIKES) ——» THE CONTRACTOR IS TO INSTALL APPROVED SILT
=| / | | Sy | | AND BURIED 300 INTO 2 RETENTION FENCES PRIOR TO COMMENCING ANY
< > \N STABLE GROUND. © EARTHWORKS. THE FENCE IS TO BE CONSTRUCTED ALONG
. ud ! |
Bitumen SoS BAG NN eee oS \ THE LOWEST BOUNDARY AND RETURNED UP SIDE
Drivewa | \ | co BOUNDARIES TO ENSURE FULL STORMWATER ENTRAPMENT,
y C) \ \ N SURFACE RUNOFF FROM WITHIN THE ALLLOTMENT MUST
ac % RL DRAIN TOWARDS THE FENCE AND SHALL NOT ENTER
COR LOG OR HAY BALES PEGGED SS Ty\y yl PBF Re aR nn a Ne ng tn Stoo | | N 1200(L) 50 SQ. HOWD NIEGHBOURING ALLOTMENTS THROUGH THE USE OF
; ai \ \ | | | wo SPIKES, 1800 CTRS DRIVE SURFACE BUNDING OR SCOUR PROTECTED DRAINS. THE
ol | CX \ | | | N 600 INTO GROUND. FENCE MUST REMAIN IN PLACE UNTIL SUCH TIME THAT
- Ly | |, © FINISHED LANDSCAPING AND DRAINAGE MEASURES ARE
Roofwater ® Cc) \ ) \ | | | w ) + SILT FENCE DETAIL — INSTALLED
. Outlet IL 13.07 | | \. / \ % I. TT] DASHED LINE INDICATES _ | | T ol
o“X\ Oo 3 / es | | PROPOSED BUILDING | [?
\ \ | \a / | | | FOOTPRINT | !
| \ Pp | \
\ / | bf 2) 1 bie®
\ | ~ | © é
EXISTING TABLE \\ \ Vv | i | | T PROVIDE RUMBLE GRATES
- vey DRAIN \ | ‘ t | | Y | —————— DURING SITE BULK
| 5 8 Wome: Pold en ett} tt en
2) \'\8 #66839 \ FAR \ BYR NE TT =
COIR LOG CHECK DAM DETAIL Be \ \ | | |
EX. SMH Ge) 2 \ / \ = l | 80-120mm ROCK (NO FINES)
. HARD STAND OVERLAY
Sewer M/H \ / 11.66 fl | T FOR DELIVERY'S DURING
RL 13.2 2 \.. \ i agi \ ! S| | CONSTRUCTION. TYPICAL.
: . Ss
2 e |
oO
EXISTING SIDE ENTRY SILT FILTER SOCK TO SURROUND C \ \ aye \ | | | CREATE BUNDING IN
PIT OR SIMILIAR GRATES AND SIDE ENTRY INTO \ | a TEMPORARY HARDSTAND
GRATED PIT Pir \ \ \ \ \ ! «« KG 2) oe FOR DIVERISION INTO
\ 4 SILT FENCES. TYPICAL.
NOX ( /
sup— — L — srr — — —st— — — si t 24929 / 4-49 — 2 —ar-- 7, |
\ lo \ | 26750 : — ; |
\ >
i) | | E / op !
Ww | 6S |
KERB & CHANNEL d. / Hot % 41182 Ol = S S J 6 6 ©
we Pdwer Pole / Ao- ‘ = SY V/ YON
L wer Pole \. | £ ] S /
SILT FILTER SOCK DETAIL “ \ #6838 / » a has N| 3 , O/ LY
NS ) 1118 -
: \ 2 N dae. of Bitumen
go A2- TBM Nail in Bi RETAIN EXISTING
N& AHD RL CROSSOVER DURING
LEGEND NC / EARTHWORKS
-~ INDICATES PROPOSED SURFACE Bitumen ~
1807 CONTOURS AND LEVELS TO AHD. Driveway ~~ _ 1235 4085
\ ee —_—-_—_ ; ee JWWV.09 LC > 5 d —
4180 EXISTING SURFACE SPOT LEVELS. ” —-—— HN Crown of Roa
E INDICATES OVERHEAD ELECTRICITY $ )
SUPPLY LINE a oN Rowson | Desensu
2 L 7 ‘evision Description Date
INDICATES EXISTING SEWER LINE Bo / 2 Issue:
e a EX. SWPT 7 9.87 FOR APPROVAL
= ~~~ 206 Edge of Bitumen 10.25
w——— _ INDICATES WATER MAIN APPROX Da =| aa 11.92 41.61 11.64 Ci OF Bitumen 0.
ALIGNMENT, BUILDER TO CONFIRM EXACT 2p. 90 cv GRRE 1.98 41.57 oO $e p38 DO NOT SCALE FROM THIS DRAWING
LOCATION PRIOR TO WORKS FF a a 710.38 oe Ns
Concrete 42.24 12.11 12.02 11.74 EX. SMH (x) Telstra drovgs ere copyiaht ond are rl tobe used or reroded witout
T INDICATES TELSTRA LINE APPROX Drivew ay JL * the written permission of SCG Consulting Engineers.
ALIGNMENT, BUILDER TO CONFIRM EXACT J Sewer M/H -
LOCATION PRIOR TO WORKS L RL 10.66 ees Unit 1/11 Project Ave,
= 3 Noosa Heads
_ ____ INDICATES STORMWATER DRAIN EXISTING 3 SOG
we AS NOTED SITE PLAN — SILT & SEDIMENT EROSION PLAN ) Pn (07) 5455 5604
Scale 1: 100 g ee web:www.scg-engineers.com
————sit _ SILT RETENTION FENCE TO DETAIL 7 |
itle:
SITE_DRAINAGE — CONSTRUCTION
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE ENSURE GROUND PROFILE DURING CONSTRUCTION SITE_DRAINAGE — CONSTRUCTION SILT & SEDIMENT EROSION
PRIOR 10 COMMENCING WORKS ON SEE AA. FALLS TOWARDS THE CENTRE OF THE ALLOTMENT CONSTRUCTED STORM WATER PITS WITHIN THE SITE PLAN
www.dialbeforeyoudig.com.au SERVICES ARE TO BE PROTECTED IN. THEN TOWARDS THE FRONT BOUNDARY WHERE ARE TO BE COVERED UNTIL THE SITE IS COMPLETED
ACCORDANCE WITH THE. AUTHORITY RUNOFF WILL DRAIN THROUGH THE SILT POND & SILT OR TO BE FITTED WITH SILT PROTECTION MEASURES project
RESPONSIBLE FOR THE SERVICE FENCES. IN NO INSTANCE SHALL THE ALLOTMENT TO THE APPROVAL OF THE ENGINEER
DI AL1100 DRAIN INTO NEIGHBOURING ALLOTMENTS. 3 AVOCET PARADE,
BEFORE YOU DIG 5 Das
Date: aug 2024] °°" LR eosin Ty
Qnnnnt——~ p+ Pm1:100 @ AI wee re ne -
1:200 @ A3 J T Harrington 0336 -OW2.1
Page 5
13
12
12.
12
87°28'
.0
.7
.50
31.463
0
5
25
11.00
Roofwater
Outlet IL
Sewer M/H RESIDENTIAL
RL
13.2
DEVELOPMENT
5
19.606
355°0'
177°28'
25.369
10.25
13.00
Roofwater RESIDENTIAL
Outlet IL DEVELOPMENT
Power Pole
#66839
340°
3.16
12
.7
4
20
5
Sewer M/H
'
RL
31
3.
16
1°
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
LOT 320 ON P 93113
Level Datum AHD
AXIS SURVEYS
HEIGHT DATUM
Avocet Parade, Peregian Beach
Survey information provided by
=
2
— Sw/Ex
oe RW
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 PROPOSED FINISHED
SURFACE LEVELS
FIELD INLETS OR JUNCTION BOX PRE-CAST
CONCRETE CAST-INTO PAVEMENT. REFER SW1.1
FOR FURTHER DETAILS.
GRATED DRAIN CAST-INTO PAVEMENT.
REFER SW1.1 FOR FURTHER DETAILS
DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DRG. OW4.2 DETAILS
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
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
wl
a
9
Oo)
NEW TYPE Bl BARRIER KERB AS
PER NOOSA COUNCIL STD DETAIL
IPWEA RS-080. MAINTAIN
EXISTING SURFACE GRADES AND |
ENSURE SMOOTH TRANSITIONS.
st!
ned
13.43
DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH COUNCIL STD
DETAIL IPWEA STD DRG. RS-049 AND
RS-050 AND COUNCIL REQUIREMENTS.
: ater |
@ Outlet IL 18.30
Q | oO
EX. SMH 2) | 2!
HS ON
awer M/H. 2 = \ ows |
- 13.6
oOo
ong i=
NEW KERB & CHANNEL,
REFER EXTERNAL WORKS
PLAN (0336-OW4.2) FOR
DETAILS |...
38
a “|
a |
soe |
Roofwater ®
Outlet IL 13.07
EX, SMH Ge)
Sewer M/H
RL 13.2
yeh
Edge of
NEW K & C
22?
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 — DRIVEWAY & CROSSOVER PLAN
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
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
DURING CONSTRUCTION. GRASSED AREAS ARE
TO BE RE TOP SOILED AND TURFED.
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
oot| |
Wott
|
Hoot |
|
1 | |
bg | |
sl l
| na
© 19.41 15.60
| o>!
! \
| 87°28'
I 4 AO
‘ 13.305 H 13.305 484 ______ 03 FOF sty tt tg wR Ww 9
| 13.32 yy 83 n 11.98 42.22 7110 411.21 ae Le 4p 68 ew —ee_ RW 1
I] ‘ ; og o d |
Nv t 1
HW 13.307 13.304}, | 13002 || Lbs |
| ju 299 | Tt TU.60 42.37 | %
K) | [22 poe ‘08 es SS Sle
TS vy s WA fs = oo he
is al 1 / ; / 7 / |
a £S<(13.242 N | 467 J J . |
ae Mel pL Ay oarace Y 3 |
se Ss] ee fe rang FFL 4 6 |
| 13.27 x28] “| =as™* azo | = 13.300 fo TOT | we |
~ ph d FFL | POOL. |
» RY \ Je x |
< o | 15.91 L. : 11.750) |
it
15.203 ! J RESIDENTIAL I
13.298 a _ DEVELOPMENT
po | L. |
_ |
45.89 1598 k. uf 10.96 fp &
to " iV I
48.55 /
! | | >) fo
\ | Lo N N
a Ol | ok ~)
RW. w» ait
aX
) GARAGE | | ‘ °
FEL le / yf FFL / N
12.200 we 11.750
RESIDENTIAL . af .
&
DEVELOPMENT we 1
/ Ee
oo | x ce) 8B
: 296 ls aq] =
4 ’ S *
‘ 17, FOR STORMWATER PIT
Mo fe 7 %0 POOL. @ —— DETAILS, REFER DRG
fe ; + © SWI & SW1.2
12.146 arp 0m 7a, 1 sip) <2 °
So 6 000 tz a q , , A (SWP) we
2 eo : Pe Uo
287; a [e- I | 24,523 11.10 4
mane) ro 260 3
\ oO
ov
vy
9°
S12 = ' 182 PROPOSED 12m(W) FOOTPATH } \ s
\SEINEEN EDGE OF DRIVEWAY = =
AND EXISTING POWER POLE. 11.820 M675) _ = “= —\ aa
\ 1S — 1052
f Bitumen
\e, NEW K & C Edge ©
SR
‘ \ 10.547 NEW 1.2m WIDE CONCRETE
FOOTPATH/PAVED AREAS SHOWN
DRIVEWAY CROSSOVER GENERALLY IN SHADED TO COUNCIL STANDARDS
ACCORDANCE WITH COUNCIL STD (IPWEA Drg SEQ R-065), MAX TOOL
. DETAL IPWEA STD ORG. RS-049 AND 10.65 _______. = JownT SPAOINGS AT 2.0m CTRS, REFER
. RS-050 AND COUNCIL REQUIREMENTS. Crown oO oO LANDSCAPE ARCHITECTS PLAN FOR
2\ SURFACE TREATMENTS
5
20 EX. SWPT .
Ba Spee tgp tet 1164 __ Edge of Bitumen 1025 a
2 nO EB 98g ~ oe et
Yo 4ggh 1241 12.02 A174 Ex. su @®) "
J .
/ 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
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.
SCG HOLDINGS PTY LTD T/
C) St
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 659 675 790
Title:
DRIVEWAY & ACCESS PLAN
Project
3 AVOCET PARADE,
PEREGIAN BEACH
Pate: Aug 2024
Drawn Design
2] RPEQ 27698
.| T Harrington
Checked:
LR TH
Drg No. Rev.
0336 -OW4.1 .
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'
177°28'
25.369
340°
3.16
4
20'
Sewer M/H
RL
31
3.
16
1°
0
4
'
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
Used in these records
Engineering Plans.pdfRelated documentApplication case desk ↗
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