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20230025 Gympie Terrace MCU drawings 240605
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PROPOSED MIXED USE DEVELOPMENT
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
E
021 BULK EARTHWORKS SECTIONS
ER RAC
IE T
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
T
ET HS
ZAB
ELI
S ST
T ST
A
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.
Scale ENGINEERING + PROJECT MANAGEMENT Client Details PROJECT NAME: Project Number Sheet Size
SUNSHINE COAST | BRISBANE | SYDNEY
B 31.5.24 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 B
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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Full text of sections 2 to 4 (of 26)
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
CEEXISTING CROSSOVER
dW E
dD
1.5
E PP
dD
A
dD
RR
E M
dW
TE
TO BE DEMOLISHED
E
E
NOTES:
IE
dD
WM
P E d
dD
YM
1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE REQUESTED AND
dD
E
E
G EXISTING
1.5 dW
M VIEWED PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
2.0
E
dD
TELSTRA PIT
2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE EXISTING
E
E
5 M APPROXIMATE IL OF EXISTING
dD
1. dW
FEATURES OF THIS SITE AND ENSURE ANY ADDITIONAL WORKS NOT
dD
E STORMWATER PIPE = 0.60m SHOWN ON THIS PLAN ARE INCLUDED IN THE CONTRACT.
5
EXISTING WATER
6
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.
dW dS
\
dD
CHANNEL
dD
5
dT
1.
U
E EXISTING VEHICLE
dD
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
E
\ \
M 2.0 1 CROSSOVER dS
E dW 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.
6
dD
RL: 1.775 dS
6
dD
dD
1.
EXISTING WATER dT E d WM
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
Section 3
FHV WRITTEN CONFIRMATION THAT WORKS CAN 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.
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 B
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
CE
dW E
dD
E PP
dD
A
dD
RR
E M
dW
TE 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
0
E
7
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
PP
/
dD
/
PROPOSED FOOTPATH RAMP M dD dD
dW EXISTING STORMWATER PIPE IN
/
/
AT 5.0% MAXIMUM GRADE E /
E
dD
dT /
ACCORDANCE WITH NOOSA COUNCIL
/
U
dD
/ / / / / / / / /
/
E M STANDARD DRAWING RS-080
/
dD
PROPOSED KERB AND CHANNEL dW dS
/
/
dT
E
E
TYPE B1 AS PER NOOSA SHIRE
/
E
U
/
STANDARD DRAWING RS-080 BUILDING
PP
/
E M
dS
/
dW
dD
/
FFL 2.70
dD
dT
/
U /
E
dD
PROPOSED ATLAN BASIN
E
/
/
M dS
dW
/
E
/
dT /
U
/
/
EXISTING STORMWATER PIT TO BE E
/
dS
E
M
dD
/
dD
/
dW
dD
DEMOLISHED AND CONSTRUCT NEW
dT
E
/
/
U
PROPOSED BIORETENTION BASIN
/ / / / / / / / / / /
KERB INLET PIT OVER EXISTING PIPE
/
The text continues on section 5.