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Compiled Approved Plans OPW19.0266.03 · OPW19/0266.03
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-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
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Section 2
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 3
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 4
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 5
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266.02 26 OCT 2022
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retai ned or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 6
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266.02 26 OCT 2022
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retai ned or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 7
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266.02 26 OCT 2022
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retai ned or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 8
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 9
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266.02 26 OCT 2022
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retai ned or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 10
GENERAL MASONRY CONCRETE CONCRETE CONT.
G1 This drawing shall be read in conjunction with all architectural M1 Concrete masonry units shall have an unconfined compressive C1 All workmanship and materials shall be in accordance with C7 In multilevel construction, until backpropping is removed from
and other consultants' drawings and specifications. current relevant codes, in particular AS 3600 CONCRETE the support slab, the minimum No. of levels to which support KNOCKOUT BLOCKS WITH 1/N16 KNOCKOUT BLOCKS WITH 1/N16
strength (f'uc) = 15 MPa and clay masonry units shall have an
STRUCTURES CODE. shall be maintained is as follows HORIZONTAL TO TOP COURSE HORIZONTAL TO TOP COURSE
G2 Refer any discrepancy to the Engineer before proceeding with unconfined compressive strength (f'uc) = 20 MPa.
Temperature Conditions
work. M2 Workmanship is to be in accordance with AS 3700. C2 UNLESS SHOWN OTHERWISE Concrete used in the works shall Hot > 20°C Average Cold 5°C to WATERPROOFING INSTALLED BY WATERPROOFING INSTALLED BY
2000 MAX. - HEIGHT OF 190 BLOCK
2000 MAX. - HEIGHT OF 190 BLOCK
G3 Verify all setting out dimensions with the Architect. have the following properties:- 12°C to 12°C SPECIALIST CONTRACTOR TO SPECIALIST CONTRACTOR TO
M3 Bed units in freshly prepared mortar of classification Type M3
G4 Dimensions shall not be obtained by scaling the structural conforming to AS 3700. STRUCTURAL f`c AT 28 MAXIMUM MAXIMUM 20°C MANUFACTURER`S SPECIFICATIONS MANUFACTURER`S SPECIFICATIONS
ELEMENT 190
drawings. DAYS (MPa) AGGREGAT SLUMP (mm) Levels 4 5 5
M4 Masonry infill concrete used in the works shall have the 60 COVER BLOCK 60 COVER
G5 During construction the structure shall be maintained in a TO AS3600 E SIZE (mm) Note (i): Minimum 7 days between pours
following properties :-
stable condition and no part shall be overstressed. Note (ii): No stacked materials to be placed on any floor.
f`c AT 28 MAXIMUM Blinding 15 20 100 Construction live load to be a maximum of 1.0kPa at uppermost
N16 AT 400 VERTICAL. 60 COVER N16 AT 400 VERTICAL. 60 COVER
G6 Prior to commencement of works the contractor will satisfy STRUCTURAL MAXIMUM TO SOIL SIDE OF BLOCKWORK TO SOIL SIDE OF BLOCKWORK
DAYS (MPa) AGGREGATE Footings 25 20 80 level and 0.25kPa at intermediate levels. KNOCKOUT BLOCKS WITH 1/N16
himself of the correct locations of all existing services ELEMENT SLUMP (mm)
TO AS3600 SIZE (mm) Note (iii): In no case stripping / backpropping times be less than HORIZONTAL TO TOP COURSE
whether indicated or not on the plans. Elsewhere as noted 20 80
GENERALLY 20 10 250 All concrete shall be vibrated. given in Note C6. N16 AT 400 HORIZONTAL N16 AT 400 HORIZONTAL
2800 MAX.
2800 MAX.
WATERPROOFING INSTALLED BY
RETAINING WALL M5 Provide clean out openings at bottom course to all cores to be C3 Clear concrete cover to reinforcement shall be as follows Note (iv): Number of backpropped levels to be less than half of
supported levels. CLEAN
N12 AT 400 SPECIALIST CONTRACTOR TO
CLEAN
concrete filled. unless specified otherwise. HORIZONTAL MANUFACTURER`S SPECIFICATIONS
R1 Temporary excavation to be cut at suitable batter. Excavation C8 Where construction programming requires stacked materials COARSE COARSE
not to be left unretained for extended period. M6 Fully bed face shells and vertical joints. (Vertical joints are Structural Member Cast against forms Cast
to be placed on newly poured slabs, all level below shall remain GRANULAR 60 COVER GRANULAR
open at weep holes.) Surfaces complying with AS 3610 against
R2 For waterproofing requirements refer to architects details. propped to the ground. BACKFILL BACKFILL
2000 MAX.
ground
M7 Clean out mortar protrusions in cores to be concrete filled, C9 Transfer slabs to remain propped for min. of N16 AT 400 VERTICAL. 60 COVER
R3 Backfill retaining walls with clean, coarse granular material Exposure Exposure Exposure 60 60
for full height after each days laying. 28 days. TO SOIL SIDE OF BLOCKWORK
free from clay or organic material unless noted otherwise. Classif. A1 Classif. B1 Classif. A2 COVER COVER
M8 Wall ties for cavity walls and masonry veneer walls shall be C10 Construction joints where not shown shall be located to the CLEAN
R4 Maximum downhill slope 1 max (vertical) to 4 (horizontal) for a (Interior (Above (In contact
Type A and spaced in accordance with AS 3700 approval of the Engineer. COARSE
distance of 2H from base of wall. Maximum uphill slope 1 max environment) ground with N16 AT 400. 60 COVER TO N16 AT 400. 60 COVER TO
C11 No holes or chases other than those shown on the structural
GRANULAR
exterior ground) SOIL SIDE OF BLOCKWORK SOIL SIDE OF BLOCKWORK
(vertical) to 4 (horizontal) for a distance of H from top of wall. M9 Deformed bar reinforcement to conform to AS 4671 and to be BACKFILL
290 BLOCK
290 BLOCK
tied to starter bars. environment) drawings shall be made in concrete members without the prior N16 AT 400. 60 COVER
R5 Builder to ensure construction does not adversely affect approval of the Engineer. TO SOIL SIDE OF AG. DRAIN WITH
M10 Reinforcement is to have a minimum of 30mm clear cover to
existing structures or services. Retaining wall not to be Footings - - 50 C12 All concrete surfaces are to be cured by an approved method AG. DRAIN WITH BLOCKWORK GRAVEL SURROUND AG. DRAIN WITH
inside face of block core.
surcharged by any permanent structures nor surcharge any Columns 20 40 40 for seven days immediately after concrete is placed. GRAVEL SURROUND N16 AT 400 GRAVEL SURROUND
other structure. M11 Concrete fill cores to a maximum 1400mm high free drop
Beams 20 40 40 C13 Splices in reinforcement shall be made only in the position
generally or 2400mm high free drop with Pioneer `Coremaster' N16 AT 400 N12 AT 300 N12 AT 300 N16 AT 400 N12 AT 300
FOUNDATIONS Walls 20 40 40 shown on the structural drawings.
7mm aggregate or equivalent in any one pour. Stop pour 25mm
below top of block where there is to be a subsequent pour. C14 Where TRANSVERSE TIE-BARS are not shown provide N12 at
F1 Foundations have been designed for an allowable bearing Suspended Slab 20 40 30 400. Splice where necessary and lap with main bars 400mm.
250
4/N16
300
300
capacity of: 100kPa Refer to Geotechnical Report. M12 Infill concrete is to be compacted to ensure complete filling of 4/N16 4/N16
C15 Reinforcement is shown diagrammatically;
F2 Foundation material shall be approved for this capacity before all cores.
Slab on Ground 20 60 30 it is not necessarily shown in true projection.
placing concrete. M13 Provide any necessary temporary propping to blockwalls C16 Reinforcement to AS 4671. N12 AT 200
during construction as required by AS3700 to maintain the Note: Damp proof membrane (200 um thick min) to be used N12 AT 200
400
F3 For slabs on ground, all topsoil and upper strata containing S denotes structural grade deformed bar. N12 AT 200 N12 AT 200 N12 AT 200
structure in a stable, not overstressed condition. under slabs in contact with ground.
soft or organic matter are to be removed and replaced with N denotes 500N grade deformed bar. N12 AT 200
Note: Any construction tolerances to be added to clear
600
select compacted fill. M14 Provide vertical control joints as follows unless indicated on
concrete covers shown in table. Y denotes 400Y grade deformed bar. N12 AT 300 THICKEN SLAB
drawings. THICKEN SLAB THICKEN SLAB
F4 Unless noted otherwise all subgrade and platform areas to be EACH FACE
Walls without horizontal reinforcement - 8m Maximum Centres. C4 Concrete cover to be maintained by the use of approved chairs R denotes structural grade plain round bars. LOCALLY AT PILE. 200
proof rolled and any soft areas are to be excavated and and/or concrete blocks spread at approximately 600mm cross LOCALLY AT PILE. LOCALLY AT PILE.
Walls with horizontal reinforcement - 10m Maximum Centres. SL denotes hard drawn wire reinforcing fabric.
replaced with select compacted fill. centres.
M15 For waterproofing refer to architects details. The number immediately following the bar grade symbol 1600
F5 Earthworks shall be carried out in accordance with criteria and C5 Formwork to be placed, maintained, stripped and backpropped represents the nominal bar diameter in millimetres. DRIVEN PILE DRIVEN PILE
M16 Backfill retaining walls with clean, coarse granular material 300
procedures set out in AS3798 Guidelines on Earthworks for in accordance with AS 3610. BY OTHERS BY OTHERS
free from clay or organic material unless noted otherwise. C17 All laps in reinforcing steel are to be full tension laps unless
Commercial and Residential Developments. C6 In the absence of control testing and / or calculation and DRIVEN PILE
noted otherwise. 2000 2000
unless noted otherwise, formwork stripping times to be as per BY OTHERS
C18 Bars shown staggered on plan are to be placed alternately.
the following table:
NOTE: NOTE: C19 Chemical anchors to be installed in accordance with
manufacturer's specifications.
REFER DRG 18164/C16 FOR DETENTION REFER DRG 18164/C10 FOR SITEWORKS Formed Surface Temperature Conditions
TANK DETAILS. AND DRAINAGE LAYOUT PLAN. Hot > 20°C Average Cold 5°C to SECTION D- SECTION E- SECTION F-
12°C to 12°C
20°C SCALE 1:20 SCALE 1:20 SCALE 1:20
Stripping of Walls
TYP.
1 day 2 day 3 day
00
300
and Columns 3/N16 AT 75 10 E
X.
EXTRA BOTTOM WL = 180kN (EACH PILE)
MA
Stripping 6 days 9 days 12 days E) UL = 250kN (EACH PILE)
Slabs
(TYPICAL) C16
N ( EA CH PIL
80k PILE)
and
Backpropp- WL = 1 ( EACH RW4
ing (See 18 days 28 days 28 days 5 0 kN
beams UL = 2
LEGEND Notes i, ii) C RW4
300
WL DENOTES WORKING LOAD. Note (i): Maximum Construction load = 2.0kPa TYP. C16
UL DENOTES ULTIMATE LOAD. Note (ii): Figures shown do not apply to slabs supporting loads
DENOTES DRIVEN PILE BY OTHERS AT 2000 MAX. CRS. over (including propped slabs) other than roof loads. TYPICAL TRIMMER BAR
B
RW4
)
REFER PLAN FOR PILE LOADS. H PILE
A ARRANGEMENT AT MANHOLE LIDS 3 0 0 k N (EAC
PIL )
E
WL = 180kN (EACH PILE)
UL = 250kN (EACH PILE)
C16 WL = ( EACH
C16 0 0 k N
N.T.S UL = 4
D HP ILE) WL = 300kN (EAC
H PILE) SF1
- ( EAC LE) UL = 400kN (EAC
0k N H PI H PILE)
C.J.
= 2 6 EA C
WL kN (
= 360 W3 2m MAX. CRS.
UL R
(TYPICAL)
C.J.
SF1
RW4
C.J.
600 600
NOOSA COUNCIL
RW3
FOOTING AND SLAB PLAN (DETENTION TANK BASE)
CONCRETE GRADE = N40
APPROVED PLAN
SCALE 1:200 OPW19/0266.02 26 OCT 2022
WL = 260kN (EACH PILE)
UL = 360kN (EACH PILE)
CORNER BARS AT 400 CRS. CORNER BARS AT
SAME SIZE AS HORIZONTAL 400 CRS. SAME SIZE
REINFORCEMENT AS HORIZONTAL
NOTE REINFORCEMENT
BASE SLAB IS DESIGNED FOR A MINIMUM 100kPa BEARING
CAPACITY. GROUND IMPROVEMENT TO BE DONE BY C CORNER JUNCTION
WL = 15kN TENSION / 125kN COMPRESSION
UL = 20kN TENSION / 175kN COMPRESSION
REMOVING PEAT MATERIAL AND REPLACING WITH C16
A
APPROVED MATERIAL. GEOTECHNICAL ENGINEER TO
CONFIRM THE BEARING CAPACITY PRIOR TO CONSTRUCTION.
BLOCK WALL INTERSECTION DETAILS
C16 SCALE 1:20
F 15m (TYP.) B
- 390x390 SQ. BLOCK COLUMN UNDER (TYPICAL)
C16
≤ 30m (TYP.) 20x20mm MASTIC
C.J.
DETENTION TANK SEALANT
1/R16 DOWEL BAR EVERY
RW3
2ND COURSE. COAT HALF
LENGTH WITH BONDBREAKER
C.J.
OPEN CELL
POLYURETHANE
C.J.
FOAM BACKING ROD
KERB
1/N16 VERTICAL LAPPED 1/N16 VERTICAL
600 WITH N16 STARTER 200 200 WITHOUT
BAR FROM SLAB/FOOTING STARTER BAR
SUSPENDED SLAB PLAN (DETENTION TANK LID)
C.J.
CONCRETE GRADE = N40 TYPICAL BLOCK CONTROL JOINT DETAIL
SCALE 1:200
SCALE 1:20
E 28.10.21 P.D.
Client P: (07) 3369 8411 Scales (at A1) Project Drawing title
AS SHOWN
TOMCO (NO.2087) PTY LTD F: (07) 3369 1893 PROPOSED MIXED USE DEVELOPMENT DETENTION TANK DETAILS - SHEET 1
D 27.08.21 P.D.
E : [email protected] Designed Checked
YT HM
C 17.09.19 DH © Morgan Consulting Engineers
Drawn Date Address
This drawing is not to be copied,
B 30.07.19 NL G 20.06.22 P.D.
retained or used without the
permission of the copyright holder.
NL JUN 19 215 DAVID LOW WAY, PEREGIAN
Authorised Drawing No Revision Code
A 28.06.19 NL F 25.03.22 S.W.
1 GREAT GEORGE STREET
CODE REVISION DATE BY CODE REVISION DATE BY PADDINGTON Q LD 4 0 6 4 RPEQ 18164 /C15 G
Section 11
NOOSA COUNCIL
SAFETY FENCE ALONG TOP OF APPROVED PLAN SAFETY FENCE ALONG TOP OF
SAFETY FENCE
SAFETY FENCE
WALL.
OPW19/0266.02 26 OCT 2022 WALL.
REFER TYPICAL SECTION
FOR ALTERNATIVE
BLOCKWORK OPTION.
PLANTER SOIL DEPTH AS PER DRAINAGE LAYER WITH SUBSOIL
LANDSCAPER REQUIREMENTS. DRAINAGE TO TANK. KERB. REFER DRGS
KERB. REFER DRGS
18164/C10-C12 FOR TYPE AND 18164/C10-C12 FOR
MIN
100
EXTENT. TYPE AND EXTENT.
N12 AT 300
MIN
100
190 N12 'C' BARS AT 300 S82 MESH 2.0% MIN. INTERNAL
INTERNAL PAVEMENT
BOUNDARY
2.0% MIN.
BOUNDARY
CRS. MAX. PAVEMENT
BLOCK WITH KERB.
REFER SECTION A WITH KERB.
200
N12 AT 400
1200 MAX.
HORIZONTAL.
60
(TYP.)
CLEAN
200
N16 AT 400 VERTICAL. 2/N12 BARS COARSE 300
60 COVER TO SOIL SIDE OF N16 AT 200 GRANULAR 500 MIN. OVER FIRM COMPACTED SUBGRADE
BLOCKWORK. (TYP.) BACKFILL (REFER DRG 18164/C60-C62 FOR DETAILS) REFER
SECTION A
250
250
WATERPROOFING INSTALLED BY
TYP
SPECIALIST CONTRACTOR TO
230
4/N16x1500 LONG AT 150
EXTRA OVER ALL BLOCK N16 AT 400 VERTICAL. MANUFACTURER`S SPECIFICATIONS N16 AT 200
N16 AT 400 VERTICAL. COLUMNS. N16 AT 175 60 COVER TO SOIL 190 4/N16x1500 LONG AT 150 4/N16x1500 LONG AT 150
OVERFLOW WEIR. EXTRA OVER ALL BLOCK N16 AT 200 EXTRA OVER ALL BLOCK
60 COVER TO SOIL 190 4/N16x1500 LONG AT 150 EXTRA SIDE OF BLOCKWORK. 60BLOCK
SIDE OF BLOCKWORK OVER ALL BLOCK COLUMNS. RL 3.430 100m LONG. COLUMNS. COLUMNS. REFER SECTION A
1050 (TYP.)
BLOCK N12 AT 400 AG. DRAIN WITH
830 (TYP.)
4/N16 VERTICAL.
N12 AT 400 60 COVER. HORIZONTAL. GRAVEL REFER SECTION A
130
HORIZONTAL. N16 AT 400 STARTERS. SURROUND
60 R6 TIES AT 200.
60 COVER TO SOIL SIDE 23 x ∅100mm OUTLETS REFER SECTION A REFER SECTION A
390x390 BLOCK
N16 AT 400 STARTERS. OF BLOCKWORK. AT 5.0m CRS. N12 AT 150
COLUMN.
60 COVER TO SOIL SIDE
4/N16 STARTERS. N12 AT 150. SCOUR PROTECTION FOR FULL 6/N16
OF BLOCKWORK N12 AT 200
60 COVER. TANK BASE RL 2.600 TANK BASE RL 2.600
LENGTH OF TANK. REFER DRG
18164/C10-C12 FOR DETAILS.
250
EXISTING RL 2.300 EXISTING RL 2.300
550
4/N16 x 1200 LONG AT N12 AT 200. N12 AT 200 N16 LIGS AT 300
200 CRS. UNDER EACH SF1. ASSUMED BEARING CAPACITY
600
BLOCK COLUMN. N12 AT 300 OF 100kPa (TO BE CONFIRMED BY
SCOUR PROTECTION FOR FULL EACH FACE 1200 6/N16
LENGTH OF TANK. REFER DRG GEOTECHNICAL ENGINEER).
THICKEN SLAB
18164/C10-C12 FOR DETAILS.
LOCALLY AT PILE.
300
THICKEN SLAB
LOCALLY AT PILE.
SECTION A SECTION B
SCALE 1:20 C15 DRIVEN PILE SCALE 1:20 C15
BY OTHERS
DRIVEN PILE
BY OTHERS
SAFETY FENCE ALONG TOP OF
WALL.
SAFETY FENCE
INSTALL CIRCULAR TYPE D TRAFFICABLE LID AT TANK
ACCESS POINTS.
PRE-CAST CONCRETE RISER. KERB. REFER DRGS
190 150
MIN
100
REFER MANUFACTURER'S 18164/C10-C12 FOR TYPE AND
BLOCK (TYP.) SPECIFICATIONS. EXTENT.
2.0% MIN. 2.0% MIN.
INTERNAL PAVEMENT
WITH KERB.
N12 AT 400 EACH WAY
BOUNDARY
IN CENTRE
CLEAN
COARSE
20 DEEP X 20 WIDE TOOLED JOINT WITH GRANULAR
R20 DOWEL (H.D. GALV') x 600 LONG AT 200 CRS. COAT WITH
MASTIC SEALANT. PROVIDE BOND BACKFILL CLEAN
BONDBREAKER FOR HALF LENGTH. ALL DOWELS TO BE
REBATE
BREAKER TAPE. HORIZONTAL AND PERPENDICULAR TO THE JOINT. COARSE
20mm
REFER SECTION A
GRANULAR
300 BACKFILL
250
N12 AT 400 DETENTION TANK LID.
STARTER BAR REFER SECTION A.
REFER TYPICAL BLOCK
CONTROL JOINT DETAIL. TYPICAL SECTION - ALTERNATIVE REFER SECTION B
BLOCKWORK OPTION FOR DROPPED EDGE 4/N16x1500 LONG AT 150 4/N16x1500 LONG AT 150
EXTRA OVER ALL BLOCK EXTRA OVER ALL BLOCK
SCALE 1:20
SCOUR PROTECTION FOR FULL COLUMNS. COLUMNS.
LENGTH OF TANK. REFER DRG
20 DEEP X 20 WIDE TOOLED JOINT WITH R20 DOWEL (H.D. GALV') x 600 LONG AT 200 CRS. 18164/C10-C12 FOR DETAILS. REFER SECTION A REFER SECTION A
MASTIC SEALANT. PROVIDE BOND COAT WITH BONDBREAKER FOR HALF LENGTH.
BREAKER TAPE. ALL DOWELS TO BE HORIZONTAL AND REFER SECTION B
PERPENDICULAR TO THE JOINT.
TANK BASE RL 2.600
EXISTING RL 2.300
TYPICAL SECTION - CONTROL JOINTS (C.J.) IN SLABS SF1. REFER SECTION B.
SCALE 1:20
THICKEN SLAB
LOCALLY AT PILE.
SECTION C
SCALE 1:20 C15
DRIVEN PILE
BY OTHERS
E 28.10.21 P.D.
Client P: (07) 3369 8411 Scales (at A1) Project Drawing title
AS SHOWN
TOMCO (NO.2087) PTY LTD F: (07) 3369 1893 PROPOSED MIXED USE DEVELOPMENT DETENTION TANK DETAILS - SHEET 2
D 27.08.21 P.D.
E : [email protected] Designed Checked
YT HM
C 17.09.19 DH © Morgan Consulting Engineers
Drawn Date Address
This drawing is not to be copied,
B 30.07.19 NL G 20.06.22 P.D.
retained or used without the
permission of the copyright holder.
NL JUN 19 215 DAVID LOW WAY, PEREGIAN
Authorised Drawing No Revision Code
A 28.06.19 NL F 08.03.22 DH
1 GREAT GEORGE STREET
CODE REVISION DATE BY CODE REVISION DATE BY PADDINGTON Q LD 4 0 6 4 RPEQ 18164 /C16 G
Section 12
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266.02 26 OCT 2022
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retai ned o r used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 13
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266.02 26 OCT 2022
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retai ned or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 14
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 15
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 16
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 17
RETAINING WALLS REFER TO
CIVIL ENG. DETAILS. BOUNDARY FENCE
GENERAL NOTES
NOTES: DIMENSIONS TO BE VERIFIED ON SITE PRIOR TO COMMENCEMENT, PREPARATION
3000
3000
3000
3000
REFER TO WD-A-510 FOR OF SHOP DRAWINGS OR MANUFACTURING. FIGURED DIMENSIONS TAKE
PRECEDENCE OVER SCALING.
POOL AREA DETAILS
REFER TO CIVIL ENGINEERS DRAWINGS FOR RETAINING VERIFY LOCATION OF EXISTING SERVICES BEFORE COMMENCEMENT.
KAMALA 4000 WALLS, ROAD SURFACE LEVELS AND PAD LEVELS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE BUILDING CODE OF
AUSTRALIA, BUILDING ACT 1975 AS AMENDED, STANDARD BUILDING BY-LAWS
10 RL 4.990 RL 6.000 RL 6.250 RL 6.800 AND RELEVANT AUSTRALIAN STANDARDS.
RL 4.850 REFER TO LANDSCAPE ARCHITECTS DRAWINGS FOR
Pool BBQ RL 5.620 6700 RL 6.500 FENCE TYPES, PLANTING AND PAVEMENT TREATMENTS ISSUE DATE REVISION
LILY 1 25.03.19 REVIEW ISSUE
DISTRIBUTION BOARD TO
ELECTRICAL ENG. DETAILS 9 1889 750 750 4000 REFER TO HYDRAULIC ENGINEERS DRAWINGS FOR FIRE 2 27.05.19 REVIEW ISSUE
MP HYDRANT LOCATIONS 3 31.05.19 REVIEW ISSUE
RL 4.750 700 900
4 25.06.19 COORDINATION ISSUE
BIO-RETENSION BASIN TO 2280 2000 2352
Sewer easement
WALLUM MARRAM WALLUM WALLUM MARRAM WALLUM 5 27.06.19 COORDINATION ISSUE
CIVIL ENG. DETAILS 6 28.06.19 TENDER ISSUE
RL 4.200 11 12 13 14 15 16 7 12.07.19 TENDER ADDENDUM
BATTER TO CIVIL ENG. 8 13.02.20 DIMENSIONS & NOTATIONS ADDED
DETAILS
1200
FH
1962
RETAINING WALLS TO
CIVIL ENG. DETAILS 2m WIDE CONC. PATH
INTERNAL 1.2m WIDE CONCRETE
6000
PRIVATE FOOTPATH FH TIERED LANDSCAPING REFER TO
LANDSCAPE ARCH. DRAWINGS.
OPW19/0266 13 OCT 2020
CHAMBER & MAN HOLE. ROAD
REFER TO CIVIL ENG. 4000
2500mm HIGH
DRAWINGS. FH ACOUSTIC FENCE
91
00
PRIVATE ROADWAY INTERNAL REFER TO FENCE
APPROVED PLAN
NOOSA COUNCIL
LIGHTING POLE, TO PRIVATE PLAN
ROAD
ELECTRICAL ENG. DETAILS. RETAINING WALLS TO
1000 CIVIL ENG. DETAILS
900 3000
SALTBUSH 1 RL 6.650
5 4 00 LILY 17
8
-
DETENTION TANK TO
RL 4.900 MARRAM
CIVIL ENG. DETAILS
2783
2 6 00
V1
KAMALA 6 RL 5.150
KAMALA
2 6 00 7
V2
RL 4.920 5
RL 5.780
VIS. Ca
600 0 300 0
2 6 00
SALTBUSH 2 RL 7.020
ALL PARKING BAY
rs
V3
LINEMARKING TO BE 80mm Bar 18
2 6 00
WIDE, COLOURED WHITE
V4 KAMALA KAMALA
COUNCIL 4
FH 1 RL 5.730
2783
RESERVE RL 4.900 MARRAM MARRAM
6 000 RL 5.100 2 3 RL 5.200
REFER TO WD-A-500 FOR RL 4.900
POOL AREA DETAILS
1000 SALTBUSH 1 RL 6.850
Pool
3000
500 19
2783
ALL PARKING BAY
84
00
LINEMARKING TO BE 80mm
INTERNAL WIDE, COLOURED WHITE
PRIVATE
SALTBUSH 2 RL 6.750
5800
ROAD
DRAINAGE PITS TO CIVIL 6600 6600
ENG. DETAILS 20
VIS. Cars VIS. Cars
V5 V6 V7 V8 FH
2100
2100
FH
2000 2079
MP
BIN WASHDOWN &
Lanai GARDEN EQUIPMENT
COUNCIL
8916
RESERVE STORE
PROVIDE ACCESS GATE TO
EASEMENT EXISTING SHOPPING CENTRE DISTRIBUTION BOARD TO
Conference TO MATCH EXISTING ELECTRICAL ENG. DETAILS
Admin/VPR
room
ROADWAY LIGHTING
RL 4.400 EXISTING SEWER LINE
BOLLARDS REFER TO Kit.
267 3 EASEMENT - RED DASH
LANDSCAPE DRAWINGS FOR
DETAILS EXISTING SEWER LINE 2m WIDE CONCRETE FOOTPATH
4000
Reception TO BE REDIRECTED REFER TO CIVIL ENG. DETAILS
732 2500 2500 2500 2800 2500 2500 680 EXISTING MAN HOLE
CONCRETE PAVEMENT 4m WIDE
DRIVEWAY TO CIVIL ENG. 2400 2400 EMERGENCY
DETAILS EGRESS ROAD
EXISTING
2500
Car parking for SPECIALTY SHOPS
6000
Units over
2500
5400
216 9 650 0
2500
ALL PARKING BAY EXISTING
LINEMARKING TO BE 80mm IGA
5400
2800 2500 2500 2500 WIDE, COLOURED WHITE
2500
Security
gate Lobby
11000
5890
Bin
6100 Ser.
3500 2500
CARPARK
2500
2700
Store
EASEMENT
2500
5400
SRV
7000
1.5m HIGH MASONRY SCREEN TO BIN
2500 2500 2500 2500
STORE RENDERED AND PAINT FINISH 1C/24 MACQUARIE ST, TENERIFFE, QLD, 4005 P: 07 3339 7962
5400
2500
WWW.RDARCH.COM.AU ACN: 151 857 019 ABN: 14 151 857 019
CLIENT
RETAINING WALLS TO
2500
MAIN SWITCH BOARD TO
MP CIVIL ENG. DETAILS
ELECTRICAL ENG. DETAILS SCANLON GROUP
2500
Car parking for
6000
Units over BELOW GROUND
200 KL TANK TO
ENERGEX PMT SITE 4.8m x 5.7m
2500
COLLECT AND REUSE PROJECT
LANDLOCKED SUBSTATION. REFER
6100 ROOFWATER. REFER PEREGIAN VILLAGE MARKETS
TO ELECTRICAL ENG. DETAILS
4000 TO CIVIL ENG. DETAILS. ESSENCE OF
2500
2500 2500 2500 2500
PEREGIAN BEACH
5400
COUNCIL LOCATION
2500
RESERVE
215 DAVID LOW WAY,
2500
2500
PEREGIAN BEACH
BUSH FIRE SETBACK ZONE
2500
2500
DRAWING
FH
RETAINING WALLS TO
CIVIL ENG. DETAILS SITE PLAN - GROUND FLOOR
Bins
DETAIL
5400 SCALE DATE DRAWN BY
Access and service easement
As APRIL '19 LM
6700
indicated
JOB No. DRAWING No. REVISION
ENERGEX HV/LV CABLE AND
CONDUIT PIT. REFER TO ELECTRICAL 180082 WD-A-100 8
ENG. FOR DETAILS.
1860
1 1.0_SITE PLAN OF LAYOUT COPYRIGHT RED DOOR ARCHITECTURE ALL RIGHTS RESERVED. THIS
- 1 : 250@A1 DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY
ANY MEANS IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION OF RED
DOOR ARCHITECTURE.
The text continues on section 18.
Used in these records
Compiled Approved Plans OPW19.0266.03Related documentApplication case desk ↗
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