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Approved Plans OPW20-0004 .01pdf
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NOOSA COUNCIL
APPROVED PLAN
OPW20/0004.01 19 DEC 2022
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NOTE: 1.5m of driveway
crossover abutting into
existing road edge must
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be flexible pavement -
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not concrete
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LEGEND
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BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
L SMITH & M STURRE SITE LAYOUT PLAN
DATUM:
PROJECT NO:
---
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
PROPOSED RESIDENCE AT 30 PINE STREET
No. DATE REVISIONS BY CKD OPW 20/0004 DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected]
COOROY QLD 4563 PLAN No 050-001-003 REVISION C A1
[OCR of page images]
NOOSA COUNCIL
APPROVED PLAN
OPW20/0004.01 19 DEC 2022
a -
TURF LINED SWALE TO :
EXISTING OPEN DRAIN ON ia |
i 4
|
NORTHERN BOUNDARY
OUTLET LOCATION
SL 125.228
y 125.228
\ \ / FH a
WN | ! \
\ } \ \ ( IN
| bie) ye |
; > \ EXISTING DWELLING *125 334
\ ‘| 10 BE DEMOLISHED y 383 ;
\ 5 ae
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aa DWELLING Zz 3S a
/ FFL 124.70 ¢ & © Ww
ooo . 125.518 | OF
_
c S © ”
MATCH NEATLY TO » 2 :
EXISTING SURFACE ‘ A 5 km 125 jy
“| 125.605 | =
2, OL
125,
RUN E 2A. cae. On me. Me os aR ee et ee es ris |
8 NEW DRIVEWAY CROSSOVER IN
P ACCORDANCE WITH IPWEA STD
DRG RS-056
~~ EXISTING AND FUTURE
\ WASTEWATER SYSTEM AT
~ REAR OF DWELLING
crossover
existing
be flexible pavement
not concrete
\
125.254 SI
125.2
\ / —_—— >
\
25.693
|| |* ¥125.698
4.09:
i
a 7102
%
a 125.679
all jee,
Wt NA
125 J
es
216 :
2 BICYCLE SPACES (1800x600mm) A
AS PER AS28903 >
| —_— ay LEGEND
Ken 125.479 TT
478
Nv
: 12
:
EXISTING MAJOR CONTOURS
— EXISTING MINOR CONTOURS
EXISTING BUILDING
EXISTING WATER RETICULATION
EXISTING TREE
PROPOSED BOUNDARY
PROPOSED SWALE
PROPOSED LANDSCAPE AREA
GRAVEL PARKING AREA 150m THICK
TYPE 2.3 (CBR 40)
CONCRETE PAVEMENT
x
124.993 \ a
K125.042 | CROSSOVER PAVEMENT
PIT EXISTING
SL 124.900
| SCALE: SURVEYED: CLIENT: NORTH POINT | TITLE:
| 0 2 4 6 8 10m
a
| Scale 1200 ~ATI400 = AS) L SMITH & M STURRE SITE LAYOUT PLAN
DATUM: AHD
¢ | 02/12/22 | REVISED FOR APPROVAL | Ta | Gwa
| PROJECT NO: DATE - APPROVED: . 4 é: ° ° PROJECT:
B | 13.05.2020} SWALE ADDED To | GWA ae :
_ CHECKED GWA en ee GLENN AINSWORTH Y Inve’ v Wy Y PTY. LTD.
A | 09.10.2019 | ISSUE FOR PRELIMINARY | TG | GWA | LOCAL AUTHORITY APPROVAL NO:| DRAWN v6 ay . “ RPEQ No" 19204 (1so 9001:2015 ) v. PROPOSED RESIDENCE AT 30 PINE STREET
. 8 CU a RPEQ No: 19204 | X'iso 9001:2015 X BeAS: 2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
No.) DATE REVISIONS | BY | CKD OPW 20/0004 DESIGNED TG FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.| | — [email protected] COOROY QLD 4563 PLAN No 050-001 -003 REVISION A1
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