Original source · versioned page text
Attachment 2 - SBSMP
Attached to the e-mail Response to Council’s Information Request - MCU21/0183 & OPW21/0292 - 9 Ruby Street Cooroy.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
PROPOSED DUPLEX AT 9 RUBY STREET COOROY FOR CHRISTOPHER ROBINSON OPERATIONAL WORKS ENGINEERING DRAWING SCHEDULE DRAWING DESCRIPTION N PLAN - SHEET Description 212602-C01 Locality Plan & Schedule Of Drawings 212602-C02 Construction Notes 212602-C03 Existing Site Layout Plan 212602-C04 Proposed Site Layout Plan 212602-C05 Proposed Stormwater And Site Level Layout Plan 212602-C06 Proposed Earthworks Plan 212602-C07 Proposed Sections KAURI STREET PROPOSED SITE CEDAR STREET RUBY STREET PROPERTY DESCRIPTION LOT 615 on C56014 | AREA: 1012m² LOCAL AUTHORITY | NOOSA SHIRE COUNCIL LOCALITY PLAN APPROX SCALE 1:1500 212602-OPW-01-211201.DWG SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER PROJECT CLIENT A 22-09-21 FOR APPROVAL DB DK PROPOSED DUPLEX CHRISTOPHER ROBINSON 0 5.0 10 15 20 25m ................. B 01-12-21 RFI FOR APPROVAL DTB DK DATUM DESIGN AHD DB 212602 9 RUBY STREET COOROY DANIEL KENNA DRAWN DB SHEET ISSUE TITLE SCALE 1:500 A3 (RPEQ 15522) LOCALITY PLAN & e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C01 B SCHEDULE OF DRAWINGS FOR APPROVAL DATE 22-09-21 a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd
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Full text of sections 2 to 6 (of 8)
Section 2
GENERAL NOTES EARTHWORKS SIGNAGE & LINEMARKING
G1 | THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL OTHER WORKING DRAWINGS AND SPECIFICATIONS AND WITH OTHER EW1 | ALL EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH AS3798 GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND SL1 | ALL PAVEMENT MARKING, CHEVRON DETAILS, SIGNAGE, GUIDE-POSTS AND RETROREFLECTIVE RAISED PAVEMENT MARKERS
WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF CONSTRUCTION. ALL DISCREPANCIES AND VARIATIONS RESIDENTIAL DEVELOPMENTS. (RRPM) TO BE IN ACCORDANCE WITH TMR AND AS1742 - MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
SHALL BE REFERRED TO AND MUST BE APPROVED BY THE SUPERINTENDENT BEFORE PROCEEDING WITH THE WORK. EW2 | THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UNDERGROUND SERVICES WITH THE RELEVANT AUTHORITIES SL2 | LONGITUDINAL LINE MARKING SHALL BE DULUX A1 SOLVENT BASED PAVEMENT MARKING OR APPROVED EQUIVALENT.
G2 | ALL WORKS MUST CONFORM TO WSAA, SEQ CODE, COUNCIL AND IPWEAQ STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE AND MARK THE LOCATIONS PRIOR TO COMMENCING EARTHWORKS. TRANSVERSE LINE MARKING SHALL BE THERMOPLASTIC OR APPROVED EQUIVALENT.
SHOWN ON DRAWINGS AND/OR DIRECTED BY THE SUPERINTENDENT. EW3 | TOPSOIL TO BE REMOVED AND STOCKPILED PRIOR TO EARTHWORKS. SL3 | ACCESSIBLE PARKING SPACES, SYMBOLS, BOLLARDS AND SHARED SPACE TO BE IN ACCORDANCE WITH AS2890.
G3 | ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE RELEVANT STANDARDS EW4 | ALL VEGETATION TO BE CLEARED AND GRUBBED PRIOR TO PLACEMENT OF ANY FILL MATERIAL TO THE SATISFACTION OF THE
AUSTRALIA SPECIFICATIONS AND CODES AND THE BY-LAWS OF THE RELEVANT BUILDING AUTHORITY. SUPERINTENDENT. STORMWATER DRAINAGE
G4 | THE POSITIONS OF SERVICES BELIEVED TO EXIST ON THE SITE ARE INDICATIVE ONLY. NO GUARANTEE IS GIVEN OR IMPLIED TO THE EW5 | FILL BATTERS ARE TO BE OVER FILLED AND COMPACTED BY 0.5M BEYOND FINAL BATTER FACE AND CUT BACK TO FINAL BATTER.
SW1 | THE DESIGN AEP'S ADOPTED FOR THE DRAINAGE DESIGN ARE:
ACCURACY OR COMPLETENESS OF SUCH INFORMATION. THE CONTRACTOR SHALL MAKE THEMSELVES FULLY CONVERSANT WITH EW6 | ALL FILL MATERIAL EXCLUDING ROAD PAVEMENT IS TO BE PLACED IN LAYERS NOT EXCEEDING 150MM COMPACTED THICKNESS
- MINOR STORM: 5% AEP
ALL EXISTING SERVICES AND STRUCTURES WITHIN AND ADJACENT TO THE SITE OF THE WORK AND SHALL BE RESPONSIBLE FOR AND COMPACTED TO DENSITIES OUTLINED IN FILL MATERIAL NOTES.
- MAJOR STORM: 1% AEP
ANY DAMAGE TO SERVICES AND STRUCTURES DURING THE COURSE OF THE CONTRACT. EW7 | NO DAMAGE TO THE SIGNIFICANT TREES AS SHOWN ON THESE PLANS.
SW2 | ALL FIELD INLETS TO BE TYPE 2A IN ACCORDANCE WITH IPWEA DS-050 UNO.
G5 | SERVICES WHERE SHOWN ARE INDICATIVE ONLY. EXACT LOCATION AND DEPTH TO SERVICES ARE TO BECONFIRMED ON SITE BY EW8 | THE CONTRACTOR SHALL ENSURE THE SITE IS FREE DRAINING AT ALL TIMES DURING CONSTRUCTION. MAJOR OVERLAND FLOW
SW3 | EXCAVATION, BEDDING & BACKFILL TO BE IN ACCORDANCE WITH IPWEA DS-030
THE CONTRACTOR PRIOR TO CONSTRUCTION. PATHS IF PRESENT ARE SHOWN ON THE DRAWINGS.
SW5 | CONTRACTOR TO CONFIRM LEVELS & ALIGNMENT OF ALL STORMWATER PRIOR TO CONSTRUCTION.
G6 | CONTRACTOR TO TAKE APPROPRIATE ACTION AS NECESSARY TO PROTECT AND MAINTAIN EXISTING SERVICES. EW9 | REFER TO THE GEOTECHNICAL SPECIFICATIONS FOR FILL MATERIAL AND TESTING REQUIREMENTS.
SW6 | ALL MANHOLE ACCESS COVERS & GRATES IN CONCRETE & PAVED AREAS TO BE ACO RHINOCAST RECESSED (CLASS D) OR
G7 | DRAWINGS SHALL NOT BE SCALED. VERIFY ANY SET OUT DIMENSIONS SHOWN ON THESE DRAWINGS BEFORE SITE WORKS, EW10 | CONTROL TESTING OF EARTHWORKS TO BE GENERALLY IN ACCORDANCE WITH AS1289.5 & AS3798-1996, WITH LEVEL 1
APPROVED EQUIVALENT WITH INFILL TO SUIT SURFACE FINISH.
CONSTRUCTION AND/OR FABRICATION COMMENCES. REFER ANY DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING. GEOTECHNICAL CERTIFICATION.
SW7 | ALL STORMWATER PIPES UNDER ROADWAYS AND FOOTPATHS SHALL BE CLASS '2' R.C.P. R.R.J. UNLESS OTHERWISE NOTED.
G8 | NO SUBSTITUTE MATERIALS SHALL BE USED WITHOUT THE WRITTEN APPROVAL OF THE SUPERINTENDENT. EW11 | FILL DENSITY TESTING SHALL CONFORM TO THE FOLLOWING:
SW8 | THE STORMWATER CLASSES HAVE BEEN DESIGNED FOR SERVICE LOADS ONLY, AND THE CONTRACTOR SHALL ASSESS
G9 | ALL WORK SHALL BE CARRIED OUT IN COMPLIANCE WITH THE QUEENSLAND ELECTRICITY ACT AND WORKPLACE HEALTH AND a. 1 TEST PER 500M³ - GENERALLY
ANTICIPATED CONSTRUCTION LOADS AND UPGRADE PIPE CLASSES, IF NECESSARY, IN ACCORDANCE WITH AS3725-1989 AT THE
SAFETY ACT, REGULATIONS AND GUIDELINES. CONTACT YOUR NEAREST OFFICE OF THE DIVISION OF WORKPLACE HEALTH AND b. 1 TEST PER 100M³ - WATER COURSES
CONTRACTORS COST.
SAFETY FOR INFORMATION. c. 1 TEST PER 2 LAYERS PER 40M - TRENCH BACKFILL
G10 | HANDLING OF ASBESTOS MATERIALS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL OCCUPATIONAL HEALTH AND EW12 | FILL TO BE PLACED IN A MAXIMUM 200MM LIFTS, UNLESS APPROVED OTHERWISE BY A SUITABLY QUALIFIED CONSULTANT, AND
SAFETY COMMISSION CODE OF PRACTICE FOR THE SAFE REMOVAL OF ASBESTOS AND ANY APPLICABLE DEFENCE OH&S COMPACTED TO SPECIFICATION.
PROCEDURE FOR HANDLING ASBESTOS MATERIALS. EW13 | PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING MINIMUM DRY DENSITY RATIOS (M.D.D.R.) COMPACTION STANDARDS:
G11 | ALL HORIZONTAL AND VERTICAL CONNECTIONS TO EXISTING ROAD PAVEMENT ARE TO BE CONFIRMED BY THE CONTRACTOR a. RESIDENTIAL ALLOTMENTS = 95% STD
PRIOR TO THE WORK AND THE DESIGN ADJUSTED BY SUPERINTENDENT AS NECESSARY ON SITE PRIOR TO CONSTRUCTION. b. ROAD VERGES/EMBANKMENTS = 95% STD
DISCREPANCIES AND DESIGN ADJUSTMENTS ARE TO BE REFERRED TO THE SUPERINTENDENT FOR ACCEPTANCE PRIOR TO c. PAVEMENT SUBGRADE = 100% STD
CONSTRUCTION. d. FOR NON-COHESIVE MATERIALS M.D.D.R = 80%
G12 | THE CONTRACTOR IS TO CONTACT ENERGEX, UNITYWATER, TELSTRA AND ANY OTHER SERVICE AUTHORITY TO NOTIFY OF THE EW14 | ALL TEMPORARY STOCKPILES (IF APPLICABLE) TO HAVE 1:6 MAXIMUM SIDE BATTERS (GRASS SEEDED).
WORKS AND TO CONFIRM THE LOCATION OF EXISTING UNDERGROUND SERVICES PRIOR TO CONSTRUCTION. POTHOLING IS EW15 | WHERE TOPSOIL STOCKPILES ARE LOCATED ADJACENT TO FILL AREAS, CARE MUST BE TAKEN TO ENSURE STRUCTURAL FILL DOES
REQUIRED TO CONFIRM LOCATION AND DEPTH OF SERVICE PRIOR TO CONSTRUCTION. NOT BECOME CONTAMINATED BY BLENDING WITH TOPSOIL.
G13 | NOTIFY ALL RELEVANT AUTHORITIES PRIOR TO COMMENCEMENT OF WORK WITHIN EXISTING ROAD RESERVES. EW16 | VERGE AND BATTERS TO HAVE A MINIMUM 75MM OF TOPSOIL AND FULL WIDTH TURF IF ORDERED.
G14 | PROPOSED PROPERTY BOUNDARIES SHOWN ARE INDICATIVE BASED ON THE DCDB AND SHALL BE CONFIRMED BY THE EW17 | EARTHWORKS BATTERS ARE TO CONFORM TO THE FOLLOWING STANDARDS:
CONTRACTOR PRIOR TO CONSTRUCTION. a. 1:4 OR FLATTER TO BE GRASS SEEDED (UNLESS NOTED OTHERWISE)
G15 | EXISTING PAVEMENT AND KERBS TO BE SAWCUT AND NEW PAVEMENT AND KERBS TO MATCH NEATLY. b. STEEPER THAN 1:4 TO BE A COMBINATION OF TURF STRIPS OR GRASS SEEDING (UNLESS NOTED OTHERWISE)
G16 | ALL CONCRETE TO BE GRADE N32 U.N.O. EW18 | ALL VOLUMES PROVIDED EXCLUDE ANY COMPACTION OR BULKING FACTORS, LANDSCAPE TOPSOIL REQUIREMENTS, DETAILED
G17 | EXPANSION JOINTS TO INCORPORATE DOWELS AT LOCATIONS AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE EXCAVATION AND FOOTING AND TRENCHING REQUIREMENTS.
SUPERINTENDENT WHERE APPLICABLE. EW19 | ALL VOLUMES PROVIDED ARE INDICATIVE AND ARE TO BE CONFIRMED ON SITE BY THE CONTRACTOR.
G18 | SOFT BRISTLE BROOM FINISH TO ALL CONCRETE SURFACING UNO.
G19 | CONCRETE TO BE CURED IN ACCORDANCE WITH REQUIREMENTS OF AUSPEC QLD-C271 EQUIVALENT.
G20 | PROVIDE ISOLATION JOINTS (WITH EXPANSION JOINT MATERIAL) AT KERB EDGES.
G21 | CONCRETE CONSTRUCTION JOINTS FOR REINFORCED CONCRETE TO BE AS PER IPWEA STD DRG RS-065 UNO.
G22 | ALL KERB RAMPS TO COMPLY WITH IPWEA RS-090 & RS-091.
G23 | ALL KERB RAMPS TO INCLUDE TGSI'S IN ACCORDANCE WITH IPWEA RS-092.
ENVIRONMENTAL MANAGEMENT
EM1 | ALL EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH AS3798 GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND
RESIDENTIAL DEVELOPMENTS.
EM2 | ALL ENVIRONMENT PROTECTION MEASURES SHALL BE IMPLEMENTED PRIOR TO START OF CONSTRUCTION WORK, INCLUDING
CLEARING.
EM3 | NO TREES SHALL BE REMOVED BEYOND THE EXTENT OF EARTHWORKS OR WHERE NECESSARY FOR CONSTRUCTION WITHOUT
THE PRIOR APPROVAL OF THE SUPERINTENDENT.
EM4 | ALL TREES AND SHRUBS TO BE RETAINED MUST BE PROTECTED FROM DAMAGE.
EM5 | BACKFILL AROUND TREE ROOTS USING A MIXTURE OF THREE PARTS TOPSOIL TO ONE PART COMPOST, LIGHTLY COMPACTED.
EM6 | EXCAVATIONS UNDER TREE CANOPIES TO BE BACKFILLED AS SOON AS POSSIBLE.
EM7 | ALL DISTURBED AREAS SHALL BE LEFT IN A STABLE CONDITION. THIS WILL INVOLVE SEEDING OR TURFING WITH APPROPRIATE
GRASS SPECIES. ANY DISTURBED SLOPES SHALL BE COVERED WITH A SUITABLE FORM OF EROSION CONTROL PRODUCT WHICH
DOES NOT CONTAIN EXTERNAL WIRE OR NYLON REINFORCEMENT.
EM8 | IF YOU SUSPECT FIRE ANTS ON SITE CALL DEPARTMENT OF PRIMARY INDUSTRIES ON 132523.
EM9 | PIPELINES ADJACENT TO SIGNIFICANT TREES MUST BE INSTALLED BY BORING OR DIRECTIONAL DRILLING UNLESS OTHERWISE
AGREED BY THE CONTRACT MANAGER.
EM10 | FOR TRENCH INSTALLATIONS TREE ROOTS MUST BE EXPOSED BY HAND EXCAVATION. TREE ROOTS MUST BE CUT CLEANLY AND A
BITUMINOUS FUNGICIDAL SEALANT APPLIED TO THE CUT SURFACE.
EM11 | TOPSOIL AND SUBSOIL MUST BE STOCKPILED SEPARATELY AND NOT BE STOCKPILED UNDER TREE CANOPIES.
EM12 | PLACE APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES IN ACCORDANCE WITH THE ENVIRONMENTAL MANAGEMENT
PLAN.
EM13 | NO SOIL MUST BE STOCKPILED WITHIN 5M OF ANY CREEK OR WATER COURSE.
EM14 | ANY SOIL DISTURBED ON SITE IS TO BE REUSED ON SITE. ANY UNSUITABLE MATERIAL NOT REUSED MUST BE DISPOSED OF AT A
REGULATED WASTE DISPOSAL FACILITY.
212602-OPW-01-211201.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT A 22-09-21 FOR APPROVAL DB DK
PROPOSED DUPLEX CHRISTOPHER ROBINSON .................
B 01-12-21 RFI FOR APPROVAL DTB DK DATUM
DESIGN
AHD
DB
212602
9 RUBY STREET COOROY
DANIEL KENNA DRAWN DB SHEET ISSUE
TITLE (RPEQ 15522)
CONSTRUCTION NOTES
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C02 B
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 22-09-21
Section 3
LEGEND
MARK DESCRIPTION
N
EXISTING BUILDING
EXISTING CONCRETE
EXISTING STORMWATER SURFACE
FLOW
EXISTING BOUNDARY
EXISTING COMMUNICATIONS
W EXISTING WATER MAIN
S EXISTING GRAVITY SEWER
SW EXISTING STORMWATER PIPE
+ 23.750 EXISTING SURFACE LEVEL
S
EXISTING SEWER RL107.1
2
EXISTING SEWER MAIN RISING MAIN Screw in
Conc
LEGEND
107.14
S
IL104.66
S
C56014 S
S
616 S RM
S RM
E(OH)
IL104.65 S RM
IL104.64 S
RM
W
S RM
S SL106.8
106.81 S 8 RM
106.80 S RM 107.08
E(OH)
S RM
S
IL104.65
106.71 S RM
106.55 S 106.95 RM
106.55 S RM
W
106.93
OPAL LA
S RM
S 107.22
S
S
Carport RM
RM
E(OH)
RL106.2 S
7 S RM
S RM 107.03
EXISTING CONCRETE
Screw in S RM 107.18
SKb RM 107.00
106.72
TO BE REMOVED
RM
W
106.94
RM
S
E(OH)
RM 107.00
in this ar RM
ea)
NE
(Sewer m
ains likel 107.19
y C56014
Cut in bi
W
tumen 107.26
E(OH)
107.23
S
615
3.21
107.24
Pool
Opal Lane
EXISTING KERB
E(OH)
W
106.87
S
ADAPTER 107.04 107.35
106.90
106.81
107.09
E(OH)
EXISTING DRIVEWAY
W
Pump
AND CROSSOVER TO
S
107.29
RUBY ST
107.31
107.05
REMAIN 106.79 107.49
E(OH)
106.91 106.95 107.10
Shelter
W
Shelter Shade
S
E(O
107.17 H) Shade
E(OH)
107.15 107.05
REET
E(O
Ruby Str
H)
107.07
W
106.96 107.06 E(O
S
RL106.7 H)
0 107.09
E(O 10
E(OH)
eet
Nail in K H) 6.99 107.17 C56014
b
EXISTING KERB 107.E00 107.12 EXISTING WATER TANK
EXISTING POOL AND
(OH
ADAPTER ) 614
W
106.88 106.75 107.07
CONCRETE TO BE
107.01
100Ø Cla
Pipe y EXISTING OVERHEAD REMOVED EXISTING SOLID FENCE
POWER AND SLEEPER BASE
W
EXISTING KERB
ADAPTER
EXISTING SITE LAYOUT
SCALE 1:250 @ A3
212602-OPW-01-211201.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT A 22-09-21 FOR APPROVAL DB DK
PROPOSED DUPLEX CHRISTOPHER ROBINSON 0 2.5 5 7.5 10 12.5m
.................
B 01-12-21 RFI FOR APPROVAL DTB DK DATUM
DESIGN
AHD
DB
212602
9 RUBY STREET COOROY
DANIEL KENNA DRAWN DB SHEET ISSUE
TITLE SCALE 1:250 A3 (RPEQ 15522)
EXISTING SITE LAYOUT PLAN
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C03 B
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 22-09-21
Section 4
LEGEND
MARK DESCRIPTION
N
PROPOSED BUILDING
PROPOSED DRIVEWAY/CARPARK
2.00 PROPOSED CROSSOVER
PROPOSED RETAINING WALL
EXISTING BOUNDARY
+ FSL 23.750 PROPOSED FINISHED SURFACE LEVEL
M1 TYPE KERB ONLY
FFL 24.00 PROPOSED FINISHED FLOOR LEVEL
BOUNDARY RESUMPTION OPAL LANE EXISTING BOUNDARY
3.0% EXISTING COMMUNICATIONS
3.0%
W EXISTING WATER MAIN
S EXISTING GRAVITY SEWER
EXISTYING CONCRETE + 23.750 EXISTING SURFACE LEVEL
PAVEMENT
CONNECT INTO EXISITNG REFER CONTROL JOINT
CONCRETE PAVEMENT DETAIL
DETAIL C05 SLAB CUT JOINT
NEW KERB
OPAL LANE SECTION 1
SCALE 1:100 C04
S
RL107.1
INDICATES 1.20m Screw in
2
SETBACK FROM
Conc
LEGEND
SEWER FOR QDC
107.14
S
IL104.66
S
S
EXISTING CONCRETE MP1.4 COMPLIANCE S
S
RM
S RM
TO REMAIN
E(OH)
IL104.65 S RM
IL104.64 S
RM
W
S RM
S SL106.8
2.52
106.81 S 8 RM
0.52
106.80 S RM 107.08
E(OH)
S RM
5.50
S
IL104.65
1
106.71 S RM
EXISTING KERB 106.55 S 106.95 RM
106.55
M1 TYPE KERB ONLY
S RM
W
S 106.93
ADAPTER TO REMAIN
RM 107.22
C04
S
S
S RM
OPAL LA
RM
E(OH)
RL106.2 S
7 S RM
S RM 107.03
Screw in
2.00
107.18
2.0m WIDE ROAD
S RM
SKb RM 107.00
RM 106.72
RESUMPTION
W
106.94
RM
S
E(OH)
RM 107.00
in this ar RM
ea)
(Sewer m
ains likel REFUSE AREA 107.19
NE
y
Cut in bi SW
W
tumen 107.26
E(OH)
107.23
S
107.24
CONNECT TO EXISTING
CONCRETE PAVEMENT.
E(OH)
W
106.87
RUBY ST
S
107.04 107.35
6.0
SW
106.90
106.81
107.09
E(OH)
NEW CROSSOVER TO
W
S
107.29
IPWEAQ STD DRGS.
107.31
107.05 107.49
RS-049 & RS-050
REET
106.79
SW
E(OH)
106.91 106.95 107.10
SW
W
S
E(O
107.17 H)
E(OH)
107.15 107.05
E(O
H)
107.07
W
106.96 E(O 107.06
H) PROPOSED 1.80m IN PRINCIPLE APPROVAL FOR
S
RL106.7
TIMBER FENCE (BY BUILDING OVER SEWER HAS BEEN
0 107.09
E(O
E(OH)
Nail in K H) 106.99
EXISTING KERB OBTAINED FROM UNITYWATER
107.17
OTHERS)
b
107.E00
(OH 107.12 POSSIBLE FUTURE
ADAPTER TO REMAIN )
POOL (BY OTHERS)
W
106.88 106.75 107.07
107.01
100Ø Cla
y Pipe
W
EXISTING KERB
ADAPTER TO REMAIN
PROPOSED SITE LAYOUT
SCALE 1:250 @ A3
212602-OPW-01-211201.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT A 22-09-21 FOR APPROVAL DB DK
PROPOSED DUPLEX CHRISTOPHER ROBINSON 0 2.5 5 7.5 10 12.5m
.................
B 01-12-21 RFI FOR APPROVAL DTB DK DATUM
DESIGN
AHD
DB
212602
9 RUBY STREET COOROY
DANIEL KENNA DRAWN DB SHEET ISSUE
TITLE SCALE 1:250 A3 (RPEQ 15522)
PROPOSED SITE LAYOUT PLAN
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C04 B
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 22-09-21
Section 5
NOTE: SAW CUTS TO CONCRETE STORMWATER PIT SCHEDULE LEGEND
DANLEY KEYJOINT WITH RIPA STRIP. SLAB MESH AS SPEC'D. WITHIN 6-12 HRS AFTER PLACEMENT. MARK DESCRIPTION MARK DESCRIPTION
GALV. R16 DOWELS 400 LONG @ 450 CRS TERMINATE MESH
N
50mm FROM JOINT 1|1 450SQ. FIP RELN OR EQUIV. PROPOSED BUILDING
PROVIDE 30mm SAW CUT FILL WITH SL 107.50 | IL 107.00 PROPOSED CARPARK
APPROVED FLEXIBLE SEALANT. SLAB MESH AS SPEC'D.
2|1 450SQ. FIP RELN OR EQUIV.
PROPOSED CROSSOVER
SL 107.80 | IL 107.60
PROPOSED STORMWATER SURFACE
3|1 KERB ADAPTOR FLOW
CJ SL 107.65 | IL 107.40
SW PROPOSED STORMWATER PIPE
SAND BED WITH DOWELS IN CENTRE 1|2 450SQ. FIP RELN OR EQUIV.
DPM OVER OF SLAB TYP. SL 107.40 | IL 107.20 PROPOSED RETAINING WALL
SAND BED WITH
SJ CUT EVERY SECOND WIRE OF
+ FSL 23.750 PROPOSED FINISHED SURFACE LEVEL
CONTROL JOINT DETAILS DPM OVER MESH IN LINE WITH JOINT. PAVEMENT DETAILS FFL 24.00 PROPOSED FINISHED FLOOR LEVEL
SCALE 1:10 CEMSET GALV. R16
MATERIAL TYPE CBR (soaked) MIN COMPACTION EXISTING BOUNDARY
175mm CONCRETE - SL72 MESH 32MPa - -
ENSURE CLEAN EDGE TO EXISTING DOWELS 400 LONG @ 450 EXISTING COMMUNICATIONS
SUBBASE COURSE 2.4 35 98% RDD (MDD)
PAVEMENT. SAW-CUT AS REQ'D CRS INTO EXISTING SLAB LOWER SUBBASE 2.5 15 - W EXISTING WATER MAIN
EXISTING SLAB S EXISTING GRAVITY SEWER
FINAL PAVEMENT DEPTH TO BE DETERMINED FOLLOWING SOIL TESTS BY
GEOTECHNICAL ENGINEER. EXISTING RETAINING WALL
PROVIDE 3/N12 TRIMMERS 2400 LONG AT RE-ENTRANT CORNERS TYPICAL, 50mm
MIN COVER TO PAVEMENT EDGE. + 23.750 EXISTING SURFACE LEVEL
40mm MIN COVER TO CONCRETE MESH REINFORCING U.N.O.
DOWEL SLEEVE .10
+ FSL 107
SAND BED WITH GRADE SURFACE FLOWS TO
ESL 107.10
DPM OVER
CONNECTION TO EXISTING OPAL LANE
S
ESL 107.00
H 0.2m +
EDGE RETAINING PROVIDED BY
ESL 106.90
RL107.1
SLEEPER UNDER FENCE WHERE .00
+ FSL 107
2
Screw in
.00
Conc
200mm OR LESS TYPICAL + FSL 107
ESL 107.20
+
LEGEND
107.14
S
IL104.66
S
+
FSL 107.00
+ FSL 107
C56014 S
+
S
RM
FSL 106.90
S
.10
616
LL (min) + FSL 107
S RM
E(OH)
0.5% FA
FSL 106.80
IL104.65 S
.10
RM
+ + FSL 10
+ FSL 107
IL104.64 S
RM
.20
FSL 106.70
W
+ H 0.30m
+
S RM
S SL106.8
106.81 S 8 RM
S
CONNECT TO EXISTING
+
106.80 RM 107.08
2.00
E(OH)
S RM
S
IL104.65
CONCRETE PAVEMENT. REFER
+
2.0m WIDE ROAD
S RM
7.50
106.71 106.95
3.0%
106.55 S RM
DETAIL OPPOSITE
106.55 S
+
RM
RESUMPTION
W
S 106.93 RM
S 107.22
S
S
Carport RM
RM
E(OH)
RL106.2 S
7 S RM
125X75X3 RHS GALV RHS
S RM
.30
+ FSL 107
Screw in S RM 107.03 107.18
SKb RM 107.00
ROOFWATER TO .30
+ FSL 107
RM 106.72
W
106.94
RM
3
S
DISCHARGE TO PIT KERB ADAPTERS & STORMWATER
E(OH)
RM 107.00
in this ar RM
1
ea)
(Sewer m
.40 DISCHARGE PIPES IN ACCORDANCE
+ INV 107
ains likel 107.19
y
Cut in bi C56014
2 WITH IPWEAQ STD DRG RS-081
G FALL
SW
W
tumen 107.26
+ H 0.35m
OPAL LA
EXISTIN
E(OH)
107.23
MAX DISCHARGE 25L/S AT 5% AEP
S
1
615 107.24
3.0%
+ ESL 107
+ FSL 107.5
.50
+ ESL 106
Pool
Ø100 UPVC SN8 + FSL 107
Opal Lane
.50
FFL 107.10 + FSL 107
E(OH)
W
106.87
+ FSL 107
S
1.0%
107.04
.20
107.35
+ FSL 107
.50
5
SW
.60
106.90
NE
106.81
FFL 107.80 + FSL 107
.60
+ FSL 107
107.09
E(OH)
UTALISE 3x EXISTING KERB
FSL 107.77
W
.65
Pump
1
S
ADAPTERS AND EXISTING
.75
107.29
.75
+ FSL 107
107.31
107.05
1
RUBY STR
STORMWATER DISCHARGE
107.49
SN8
FSL 107.60
Ø100 uPVC
106.79
+ ESL 107
SW
E(OH)
+ H 0.35m
PIPES IN ACCORDANCE WITH
106.91 106.95 107.10
.70
5+
+ FSL 107
Shelter SW
W
IPWEAQ STD DRG RS-081 Shelter Shade
S
+ ESL 107
+ H 0.45m
E(O
107.17 H) Shade
+ + ESL
.40
.80
+ FSL 107
E(OH)
+ FSL 107
107.15 107.05
E(O
+ H 0.6m
H)
CONCRETE SPOON DRAIN
RubE
107.07
W
107.06
.30
106.96 E(O
y SE
BETWEEN GARAGE & BOUNDARY
S
H)
+ FSL 107
RL106.7
0 107.09
107.20
ROOFWATER TO
tree
FOR SURFACE FLOWS
E(O
.20
E(OH)
Nail in K H) 106.99
Tt
b 107.17 Section 6
C56014
DISCHARGE TO PIT
+ FSL 107
107.E00
(OH 107.12
) 614
W
106.88 106.75 107.07
.17
107.01 SELECTED EDGE RETAINING (CONCRETE
100Ø Cla
y Pipe
SLEEPER OR BLOCK WALL) TO
.07
STRUCTURAL ENGINEERS DETAILS
WHERE > 200mm RETAINED
W
PROPOSED STORMWATER AND SITE LEVEL LAYOUT
SCALE 1:250 @ A3
212602-OPW-01-211201.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT A 22-09-21 FOR APPROVAL DB DK
PROPOSED DUPLEX CHRISTOPHER ROBINSON 0 2.5 5 7.5 10 12.5m
.................
B 01-12-21 RFI FOR APPROVAL DTB DK DATUM
DESIGN
AHD
DB
212602
9 RUBY STREET COOROY
DANIEL KENNA DRAWN DB SHEET ISSUE
TITLE SCALE 1:250 A3 (RPEQ 15522)
PROPOSED STORMWATER AND SITE LEVEL LAYOUT PLAN
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C05 B
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 22-09-21
The text continues on section 7.