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Reference Document Engineering Plans MCU24/0074
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REFERENCE DOCUMENT
PROPOSED MIXED USE DEVELOPMENT
MCU24/0074
NOOSA COUNCIL
20 MARCH 2025
203 GYMPIE TERRACE QLD 4566
LOT 2 RP138699 AND LOT 1 & 2 RP96277
CIVIL WORKS
SCHEDULE OF DRAWINGS
DWG No. TITLE
001 COVER SHEET & LOCALITY PLAN
003 EXISTING LAYOUT PLAN
010 GENERAL ARRANGEMENT PLAN - GROUND FLOOR
011 GENERAL ARRANGEMENT PLAN - BASEMENT
020 BULK EARTHWORKS LAYOUT PLAN
021 BULK EARTHWORKS SECTIONS ACE
T ERR
IE
050 PRE DEVELOPMENT CATCHMENT LAYOUT PLAN MP
GY
051 POST DEVELOPMENT CATCHEMENT LAYOUT PLAN
060 GROUND MANOEUVRING PLANS - SHEET 1
061 GROUND MANOEUVRING PLANS - SHEET 2
062 GROUND MANOEUVRING PLANS - SHEET 3
063 GROUND MANOEUVRING PLANS - SHEET 4
064 GROUND MANOEUVRING PLANS - SHEET 5
070 BASEMENT MANOEUVRING PLANS
ST
ETH
ZAB
ELI
AS ST
T ST
ST
THOM
ALBER
E
GEORG
LOCALITY PLAN
SCALE N.T.S.
North Point Approved Project Address Title
203 GYMPIE TERRACE COVER SHEET & LOCALITY PLAN
N
QLD 4566
For and on behalf of RECOR Pty Ltd.
C 20.12.24 REVISED MCU SUBMISSION MP BW Scale ENGINEERING + PROJECT MANAGEMENT Client Details PROJECT NAME: Project Number Sheet Size
SUNSHINE COAST | BRISBANE | SYDNEY
B 31.05.24 MCU APPROVAL DC AB www.recorconsulting.com | ABN 89 647 469 707 GYMPIE TERRACE PTY. LTD PROPOSED MIXED USE 20220269 A1
A 06.06.23 FOR APPROVAL QT BP
AS SHOWN COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This DEVELOPMENT Drawing Number Revision
001 C
drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK the revision description.
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Section 2
dD
dD
dD
1.5
dD
BM: Nail in Kerb
dD
dD
dD
RL: 1.51
PP
E M
dW
1.5
dD
E E
dD
dD
M
64
E dW
1.
E EXISTING POWER POLE
E
M
E dW E
dD
PP
AC EXISTING CROSSOVER
E
1.5
dD
dD
R E
ER
M
TO BE DEMOLISHED dW
T E
E
NOTES:
PIE
dD
E d WM
dD
M 1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE REQUESTED AND
dD
GY EXISTING
E
E
M VIEWED PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
1.5 dW
2. 0
E
dD
TELSTRA PIT
2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE EXISTING
E
E
5 APPROXIMATE IL OF EXISTING
WM
dD
1. FEATURES OF THIS SITE AND ENSURE ANY ADDITIONAL WORKS NOT
dD
d STORMWATER PIPE = 0.60m
E SHOWN ON THIS PLAN ARE INCLUDED IN THE CONTRACT.
65
EXISTING WATER
1.
dD
2.0
FIRE HYDRANT E M
E
dW WM 3. LOCATION AND DEPTH OF EXISTING SERVICES BASED ON SURVEY, DBYD
70
E
dT \
AND COUNCIL RECORDS. IT IS THE CONTRACTORS RESPONSIBILITY TO
1.
\
dD
U
FH \
dD
\ \ \ \ \ \ \ \ \
M \ CONFIRM ACTUAL LOCATION AND DEPTH PRIOR TO CARRYING OUT ANY
E dW
E
\
dD
\ EXCAVATION OR TRENCHING WORKS.
dT
\
U
E
PP M \ dD dD
dW \ dD
1.5
E 4. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING SERVICES ON SITE
E
dD
dT
\ \ \ \ \
EXISTING CROSSOVER U
1.5
dD
PRIOR TO COMMENCEMENT OF WORKS.
TO BE DEMOLISHED E M
dD
dW \ \ \ 2.
dT 0
E
E
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
5. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR TO ANY
E
U
\
EXISTING KERB AND E M PP DEMOLITION WORKS COMMENCING ON SITE.
dS
\
dW
dD
CHANNEL
dD
5
dT
1.
U
E EXISTING VEHICLE
dD
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
E
\ \
2.0 CROSSOVER
E d WM 1 dS AND REMOVED FROM SITE IN ACCORDANCE WITH APPROVED VEGETATION
2.
dT
0
\ RP96277
U
\ CLEARING PLAN (BY OTHERS) OR IF SCHEDULED STOCKPILE FOR USE BY
E \ dS
E
M LANDSCAPER.
dD
\
dD
dW
dD
dT
U E
EXISTING BUILDING
1.5 E
\ \ \ \ \
APPROXIMATE IL OF EXISTING 7. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND MAKE
M TO BE DEMOLISHED dS
E
STORMWATER PIPE = 0.85m dW SUITABLE ARRANGEMENTS TO HAVE DISCONNECTED PRIOR TO
dT
E
U BM: Nail in Kerb
DEMOLITION WORKS BEGINNING.
66
dD
RL: 1.775 dS
dD
dD
1.
EXISTING WATER dT E dWM
V dD
E
U
FIRE HYDRANT \ 8. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON
62
E 2.0 dS
\
1.
THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
dD
dD
E
V
FHV WRITTEN CONFIRMATION THAT WORKS CAN Section 3
COMMENCE.
\ \ \ \ \ \
E
dD
dD
EXISTING SEWER
dS
dD
63
1.5
E
68
1.
dD 1.5
dWM
9. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING
1.
E PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO
dS
dTU
E
dD
COMMENCEMENT OF ANY WORKS ON SITE.
1.5
E
dD
\ \ \ \ \ \
dD
dS
\ \ \ \ \
E
ALBERT ST
PP 10. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES,
E
EJ
dWM
E ROADS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE
46
dS
2.0
dD
1.
U.N.O.
dTU
E \ \ \ \ \
E
dD
\ \ \ \ \ \ \ \ \ \ \
\ \
dD
\ \ \ \ \ \ \ \ \ \ \
E \ \ dS 11. WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL NECESSARY
1.5
APPROVALS TO CARRY OUT SERVICES RELOCATION OR ALTERATIONS.
\ \ \ \ \ \ \
dTU
dWM
dS
E
dD
dTU
EXISTING BUILDING
dD
dD
TO BE DEMOLISHED MH
E
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
dTU
\ \ \ \ \ \ \ \ \ \
\\ \\ \\ \\
\
dS
dD
\ \ \ \ \ \ \ \ \ \
dWM
2 \ \ \ \ \ \ \ \ \ \
dTU
E
dD
RP138699 EXISTING KERB
dD
\ \
PP
\ \ \ \ \ \ \ \ \ \ \ \ \ \ EXISTING SEWER \ \ \ \ \ AND CHANNEL
Stay Pole
\ \ \ \ \ \ \ \ \ \ \ \ \
MANHOLE
LEGEND:
\\ \\ \\ \\ \\ \\
dS
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
dD
dTU
2
dWM
dE
dD
dTU
RP96277
dD
dE
1.5
dE
dE
/ / / / / / / / / / / /
EXISTING BUILDING
dE
dE EXISTING KERB AND CHANNEL
dS
dD
dE
dTU
THOMAS ST
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
1.5
EXISTING STORMWATER (QL-D)
dD
dD dD
dD
dWM
dTU
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \
E E E EXISTING OVERHEAD ELECTRICAL (QL-B)
\ \ \ \ \
dS
dD
EXISTING VEHICLE dE dE dE EXISTING OVERHEAD ELECTRICAL (QL-D)
dTU
dD
dD
1.5 CROSSOVER
dWM
dTU
dWM dWM EXISTING WATER (QL-D)
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ \ \
\ \ \ \
dD
dS
dD
dS dS EXISTING SEWER (QL-D)
\ \ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \
dD
dD
0
dD
EXISTING LIGHT 2. dTU dTU EXISTING COMMUNICATIONS (QL-D)
POLE
\
dTU
\ \ \ \ \ \ \ \ \ \ \ \ \ \
1.dWM
EXISTING TREE
1.5
66
dD
dD
EASEMENT BOUNDARY
dD
PROPERTY BOUNDARY
dTU
APPROXIMATE IL OF EXISTING
dWM
dD
STORMWATER PIPE = 0.94m 2.0 EXISTING MAJOR CONTOURS (0.5m INTERVAL)
dD
dTU
dD
EXISTING MINOR CONTOURS (0.1m INTERVAL)
1.5
\ \
2.0
dTU
\ \ \ \ \ \ \ \ \ \ \ \ \ \
dWM
dD dD dD
EXISTING
TELSTRA PIT
1.5
WM
dWM
EXISTING WATER \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
METER
\
\
dWM
2 0 2 4 6 8 10
SCALE (metres)
1 : 200 (FULL SIZE)
North Point Approved Project Address Title
203 GYMPIE TERRACE EXISTING LAYOUT PLAN
N
QLD 4566
For and on behalf of RECOR Pty Ltd.
C 20.12.24 REVISED MCU SUBMISSION MP BW Scale ENGINEERING + PROJECT MANAGEMENT Client Details PROJECT NAME: Project Number Sheet Size
SUNSHINE COAST | BRISBANE | SYDNEY
B 31.05.24 MCU APPROVAL DC AB www.recorconsulting.com | ABN 89 647 469 707 GYMPIE TERRACE PTY. LTD PROPOSED MIXED USE 20220269 A1
A 06.06.23 FOR APPROVAL QT BP
AS SHOWN COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This DEVELOPMENT Drawing Number Revision
003 C
drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK the revision description.
Section 4
dD
dD
dD
EXISTING PIT TO BE DEMOLISHED
AND NEW GULLY INLET TO BE
dD
CONSTRUCTED OVER EXISTING
STORMWATER PIPE BM: Nail in Kerb
dD
dD
PROPOSED BIKE LANE
dD
RL: 1.51 PROPOSED MODIFIED KERB RAMP IN
PP ACCORDANCE WITH IPWEA STANDARD
E M
dW DRAWING RS-090 AND TO SUIT
EXISTING KERB EXISTING INVERT OF KERB LEVELS
dD
E E
dD
dD
AND CHANNEL TO M
64
E dW
1.
BE REMOVED E
E
M
E dW E
dD
PP
AC
E
dD
dD
R E
ER
M
dW
T E
E
IE
dD
WM
P E d
dD
YM
EXISTING TELSTRA PIT TO BE RAISED
dD
/ LOWERED TO MATCH NEATLY WITH E
E
PROPOSED FINISHED SURFACE LEVEL G E dW
M
dD
E
E
M
dD
dW
dD
E
65
EXISTING FIRE HYDRANT
1.
dD
E M EXISTING KERB AND
TO BE LOWERED / RAISED
E
dW WM CHANNEL TO BE REMOVED
70
E
dT
1.
dD
U
FH
dD
EXISTING POWER POLE E WM
d
E
TO BE RELOCATED DEMOLISH EXISTING GULLY INLET AND
dD dT
U
E CONSTRUCT NEW GULLY INLET OVER
PROPOSED FOOTPATH RAMP PP M dD dD
dW dD EXISTING STORMWATER PIPE IN
AT 5.0% MAXIMUM GRADE E
E
dD
dT
U ACCORDANCE WITH NOOSA COUNCIL
dD
E M STANDARD DRAWING RS-080
dD
PROPOSED KERB AND CHANNEL dT dW dS
E
E
TYPE B1 AS PER NOOSA SHIRE
E
U
STANDARD DRAWING RS-080 E M PP
dW dS
dD
dD
dT
U
E
dD
PROPOSED ATLAN BASIN
E
M dS
U E
dT dW
EXISTING STORMWATER PIT TO BE E
dS
E
M
dD
dD
dW
dD
DEMOLISHED AND CONSTRUCT NEW
dT
E U
KERB INLET PIT OVER EXISTING PIPE PROPOSED BIORETENTION BASIN
E dS AREA = 30m^2 MIN.
WM
E
d
dT
E
U BM: Nail in Kerb
66
dD
RL: 1.775 dS
dD
dD
1.
EXISTING TELSTRA PIT TO BE RAISED
dT E dWM
V dD
E
U
62
/ LOWERED TO MATCH NEATLY WITH E dS PROPOSED 1.5m WIDE FOOTPATH AS
1.
dD
PROPOSED FINISHED SURFACE LEVEL dD PER NOOSA SHIRE COUNCIL RS-065
E
V
FHV
E
dD
dD
dS
dD
63
EXISTING WATER VALVES TO BE E
68
1.
dD
dWM
RAISED / LOWERED TO MATCH NEATLY
1.
WITH PROPOSED FINISHED SURFACE E
dS
dTU
E
dD
LEVEL E
dD
dD
dS
E
PP NOTE:
E
EJ
dWM
E EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS,
46
dS
dD
1.
dTU
E EXISTING POWER POLE TO BE ALL IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING
E
dD
RELOCATED BUT NOT LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS,
dD
E dS
ALBERT ST
ELECTRICAL AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED,
REMOVED FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR
dTU
E PROPOSED 2.5m WIDE FOOTPATH AS
dWM
dS
E
dD
PER NOOSA SHIRE COUNCIL RS-065 TO ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
dTU
RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN ACCORDANCE WITH
dD
dD
MH RELEVANT SERVICE PROVIDER SPECIFICATIONS AND STANDARD DETAILS
E
dTU
dS
PROPOSED
dD
6
LEGEND:
dWM
LANDSCAPING
dTU
E
dD
dD
PP
Stay Pole
2.00 PROPOSED MAJOR CONTOURS
dS
dD
7.4m
dTU
6m PROPOSED MINOR CONTOURS
dWM
dE
dD
dTU
dD
dE
6m
dE
dE / / / / / / / / / / / /
PROPOSED BUILDING
EXISTING POWER POLE STAY TO
dE
dE
dS
dD
dE BE RELOCATED PROPOSED RETAINING WALL
dTU
THOMAS ST
dD
dD
dWM
PROPOSED STORMWATER
dTU
PROPOSED VEHICLE CROSSOVER
LO
5.4 BAY
TO BE CONSTRUCTED IN
NG
dS
dD
m
ACCORDANCE WITH IPWEAQ
dTU
STANDARD DRAWING RS-051 PROPOSED CONCRETE PATH / SLAB
dD
dD
dWM
dTU
AY PROPOSED CONCRETE DRIVEWAY
1 B 2.5m PROPOSED KERB AND CHANNEL
LO
dD
dS
dD
7.4 BAY
TYPE B1 AS PER NOOSA SHIRE
AY @
NG
m
1 B .5m 2.5
m
STANDARD DRAWING RS-080
dD
dD
PROPOSED LANDSCAPING / TURF
dD
3 @
@ YS
BA
dTU
1.dWM
11 PROPOSED BIORETENTION BASIN
PROPOSED RAMP AND FOOTPATH
66
dD
CROSSING AS PER NOOSA SHIRE
dD
STANDARD DRAWING NSD-9006E
dD
REFER TO DWG 003 FOR EXISTING LEGEND
dTU
dWM
dD
dD
dTU
dD
LO
5.4 BAY
NG
m
5.4m
dTU
dWM
EXISTING TOP OF GULLY dD dD
The text continues on section 5.
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Reference Document Engineering Plans MCU24/0074Related documentApplication case desk ↗
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