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2196 - Engineering Plans
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PROPOSED DUAL OCCUPANCY DEVELOPMENT
AT 6 MARGIT CRESCENT, SUNRISE BEACH
FOR SUNSHINE ENTERPRISES PTY LTD (QLD)
JOB No. 2196
DAME
PATTI
DRIVE
VENTUR
MARGIT
A STREE
CRESCE
SCHEDULE OF DRAWINGS
DWG DESCRIPTION
T
2196-R01 Locality Plan & Schedule Of Drawings
N
2196-R02 Overall Layout Plan
T
2196-R03 Existing Features Plan
PROPOSED 2196-R04 Site Earthworks Layout Plan
DEVELOPMENT Cross Sections & Details
2196-R05
SITE
2196-R06 Driveway Detail Plan
Stormwater Management Plan
DAVID LOW WAY
2196-R07
2196-R08 Vehicle Turning Templates
2196-R09 Erosion & Sediment Control Plan
O
2196-R10 Erosion And Sediment Control Details
R
EA
STREET
LL
R
E
A
P
P
C
LI
R
C
ES
PROPERTY DESCRIPTION
C
LOT 116 on RP132135
EN
MARGIT CRESCENT, SUNSHINE BEACH
T
Site Area (Total Lot) = 776m2
LOCALITY PLAN
NOT TO SCALE
a:\2196-no. 6 margit cres, sunrise beach\acad civil opw\2196-opw.dwg
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED DUAL OCCUPANCY DEVELOPMENT 2196
A 04-04-23 FOR APPROVAL JL CL AT 6 MARGIT CRESCENT, SUNRISE BEACH
DATUM AHD
FOR SUNSHINE ENTERPRISES PTY LTD (QLD) SHEET: 1 OF 10
DESIGN JL
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN JL NOT TO SCALE
DESIGN CHECK
Director: CAMERON LANDRETH
p 07 5443 8285 LOCALITY PLAN & SCHEDULE OF DRAWINGS R01 A
CL (RPEQ 19358)
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE MARCH 2023 Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
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Full text of sections 2 to 6 (of 11)
Section 2
GENERAL NOTES EARTHWORKS AND PAVEMENT DRAINAGE NOTES SEDIMENT & EROSION CONTROL
GN1. ALL DIMENSIONS AND SET OUT POINTS ARE TO THE KERB LINE OF THE CONSTRUCTION NOTES (CONT.) DN1. 1.5m WIDE EASEMENTS SHALL BE CREATED OVER ALL INTER-ALLOTMENT NOTES
SPECIFIED KERB TYPE. REFER LOCAL AUTHORITIES STANDARD DRAWINGS FOR DRAINAGE LINES UNO.
KERB TYPE DETAILS. SE1. GENERAL:
EW8. ANY IMPORTED FILLING MATERIAL REQUIRED TO MAKE UP SHORTFALLS IN DN2. PIPE BEDDING AND BACKFILL ARE IN ACCORDANCE WITH LOCAL AUTHORITIES a. TEMPORARY DRAINAGE CONTROL. FLOW SHOULD BE
QUANTITIES SHALL BE CLEAN SOIL MATERIAL FREE FROM TOPSOIL, REFERENCED SPECIFICATION AND/OR STANDARD DRAWINGS.
GN2. FINAL LOCATIONS OF CONDUITS SHALL BE PROVIDED WHEN AVAILABLE FROM DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.
VEGETABLE MATTER AND OTHER DELETERIOUS MATERIAL. THE FILLING
SERVICE AUTHORITIES. (IF REQUIRED). b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE
SHALL BE FREE FROM COBBLES OR ROCKS IN EXCESS OF 100mm NOMINAL DN3. STORMWATER PIPE MATERIALS ARE TO BE: INSTALLED AND BE OPERATIONAL BEFORE COMMENCING
GN3. ALL CONSTRUCTION SHALL JOIN SMOOTHLY TO EXISTING. SIZE. THE MATERIAL SHALL HAVE A MINIMUM SOAKED CBR 15 UNLESS · UPVC DRAINAGE PIPE, MINIMUM CLASS SN8; UP-SLOPE EARTHWORKS.
OTHERWISE APPROVED BY THE SUPERINTENDENT. · R.C.P. RUBBER RING JOINTED, MINIMUM CLASS "2" ; c. ALL SEDIMENT & EROSION CONTROL DEVICES MUST BE
GN4. NOTIFY ALL RELEVANT AUTHORITIES PRIOR TO COMMENCEMENT OF WORK · F.R.C. PIPE RUBBER RING JOINTED, MINIMUM CLASS "X", OR; REGULARLY INSPECTED AND MAINTAINED BY THE
WITHIN EXISTING ROAD RESERVES. EW9. ALL FILLING SHALL BE PLACED IN MAXIMUM 200mm LOOSE LAYER
CONTRACTOR. INSPECTIONS SHOULD OCCUR ON A WEEKLY
THICKNESS WITH EACH LAYER COMPACTED TO AT LEAST 98% COMPACTING DN4. STORMPRO (PPE, RRJ, MINIMUM CLASS SN8), OR APPROVED EQUIVALENT, MAY BE
BASIS (MINIMUM), ALONG WITH BEFORE AND AFTER
GN5. THE CONTRACTOR SHALL CONTACT ALL RELEVANT SERVICE AUTHORITIES FOR AS MEASURED BY THE STANDARD METHOD DESCRIBED IN AS 1289. ACCEPTED WITH SITE SPECIFIC COUNCIL APPROVAL. TRENCH WIDTHS AND SIGNIFICANT RUNOFF PRODUCING STORMS.
DETAILED LOCATION AND LEVEL OF SERVICES PRIOR TO COMMENCEMENT OF BACKFILL MATERIAL SHALL BE IN ACCORDANCE WITH IPWEAQ STANDARD
d. ALL DISTURBED LAND MUST BE RENDERED EROSION-PROOF
WORKS AND THE SITE. ANY DAMAGE TO EXISTING SERVICES SHALL BE EW10. REFER TO THE GEOTECHNICAL REPORT REGARDING REMOVAL AND DRAWING DS-030 AND AS2566.2. COMPACTION OF BEDDING AND BACKFILL BY THE ESTABLISHMENT OF 80% EFFECTIVE GROUND
REPLACEMENT OF EXISTING FILLING MATERIAL. THIS NOTE SHALL APPLY TO MATERIAL SHALL BE MINIMUM 90% MMDD IN ACCORDANCE WITH AS2566.2. HDPE
RECTIFIED AT THE CONTRACTORS EXPENSE. COVER WITHIN 28 DAYS OF FINAL EARTHWORKS TRIM.
THE SUBGRADE UNDER ALL ROADS, DRIVEWAYS AND FILL BATTERS. PIPES SHALL BE OVALITY TESTED PRIOR TO ON MAINTENANCE WITH COUNCIL, TO
e. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE
GN6. ALL WORK SHALL CONFORM WITH THE RELEVANT LOCAL AUTHORITY'S FOLLOWING THE SITE STRIP AND DRIVEWAY SET OUT THE ENGINEER SHALL DEMONSTRATE <7.5% DEFORMATION. CONTROLLED, EXPOSED SURFACES TO BE EITHER
SPECIFICATIONS AND REQUIREMENTS. BE CALLED TO SITE TO DETERMINE THE PRESENCE OF ANY EXISTING FILL
MULCHED, COVERED WITH EROSION CONTROL BLANKETS
UNDER DRIVEWAYS AND ASSOCIATED BATTERS. PROVIDE A BACKHOE FOR DN4. UPVC PIPES ARE EITHER RUBBER RING JOINTED OR SOLVENT WELD JOINTED.
OR TURFED IF EARTHWORKS ARE EXPECTED TO BE
THE TEST PIT EXPLORATION. THE ENGINEER MAY DIRECT EXISTING LOOSE STANDARD MANUFACTURER'S FITTINGS ARE USED IN BOTH CASES.
CLEARING OF VEGETATION FILL TO BE REMOVED AND RE-COMPACTED.
DELAYED FOR MORE THAN 14 DAYS.
f. STRAW BALE SEDIMENT TRAPS ARE A SECONDARY OPTION
DN5. FRC AND RCP SYSTEMS ARE CONSTRUCTED BY EMBEDDING THE LOWER PRECAST
VE1. NO CLEARING SHALL BE CARRIED OUT BEYOND THE EXTENT WHICH GENERALLY SHOULD NOT BE USED IF OTHER
EW11. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND SECTION INTO A WET CAST-INSITU CONCRETE BASE. CUT OUTS FOR PIPE
OF EARTHWORKS OR WHERE NECESSARY FOR SERVICES OPTIONS ARE AVAILABLE.
FULLY OPERATIONAL BEFORE COMMENCING UP-SLOPE EARTHWORKS. PENETRATIONS ARE MADE USING CONCRETE SAWS/DRILLS WHILE MINIMIZING
CONSTRUCTION WITHOUT THE WRITTEN APPROVAL OF THE
DAMAGE TO THE ADJACENT PIPE MATERIALS.
SUPERINTENDENT. SE2. SEDIMENT CONTROL FENCE:
EW12. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED
g. NOT TO BE LOCATED IN AREAS OF CONCENTRATED FLOW.
PRIOR TO COMMENCING EARTHWORKS. DN6. LIDS TO CAST-IN-SITU MANHOLES ARE LIGHT DUTY, CLOSE FITTING BOLT DOWN
VE2. MILLABLE LOGS ARE TO BE REMOVED FOR SAWMILLING. h. NORMALLY LOCATED ALONG THE CONTOUR WITH A
CAST IRON OR GALVANISED STEEL, CONCRETE INFILL TYPE (GATIC LIGHT DUTY,
MAXIMUM CATCHMENT AREA 0.6 HA PER 100M LENGTH OF
EW13. FILL DENSITY TESTING SHALL CONFORM TO THE FOLLOWING: POLYCRETE BROADSTEL OR SIMILAR) OF APPROXIMATELY THE SAME INTERNAL
VE3. SUITABLE MATERIAL IS TO BE MULCHED FOR REUSE ON SITE. FENCE.
a. 1 TEST PER 500 cu.m - GENERALLY DIMENSIONS AS THE MANHOLE.
i. WOVEN FABRICS ARE PREFERRED, NON-WOVEN FABRICS
b. 1 TEST PER 2 LAYERS PER 40m - TRENCH BACKFILL
MAY BE USED ON SMALL WORK SITES, I.E. OPERATIONAL
EARTHWORKS AND PAVEMENT DN7. ALL STEEL GRATES AND FRAMES TO BE HOT DIPPED GALVANIZED AND SHALL BE
PERIOD LESS THAN 6 MONTHS OR ON SITES WHERE
EW14. PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING MINIMUM DRY CYCLE PROOF IN ACCORDANCE WITH AS 3996.
CONSTRUCTION NOTES DENSITY RATIO (M.D.D.R.) COMPACTION STANDARDS:
SIGNIFICANT SEDIMENT RUNOFF IS NOT EXPECTED.
j. WHERE FENCES NEED TO BE LOCATED ACROSS THE
c. ALLOTMENTS = 98% STD DN8. LIDS MATCH FINISHED SURFACE GROUND SLOPE AND SIT PROUD AS SHOWN ON
EW1. THE CONTRACTOR SHALL PROVIDE CERTIFICATION FROM A RPEQ QUALIFIED CONTOUR - REFER IPEAW STANDARD DRAWING D-0040 FOR
d. ROAD VERGES/EMBANKMENTS = 98% STD THE LOCAL AUTHORITIES STANDARD AND ARE MARKED "STORMWATER"
ENGINEER THAT THE WHOLE OF THE EARTHWORKS AND GEOTECHNICAL DETAILS.
e. PAVEMENT SUBGRADE = 100% STD FOR NON-COHESIVE IMPRESSED INTO THE CONCRETE INFILL. INFILL CONCRETE IS CLASS N25.
SUPERVISION COMPLIES WITH AS3798 FOR k. FENCES ARE REQUIRED 2m MIN FROM TOE OF CUT OR FILL
MATERIALS, M.D.D.R. = 80%
BATTERS, WHERE NOT PRACTICAL ONE FENCE CAN BE AT
DN09. UPVC PIPE AND KERB ADAPTORS ARE USED WHERE DISCHARGE IS INTO THE KERB
EW2. THE CONTRACTOR SHALL REFER TO GEOTECHNICAL INVESTIGATION THE TOE WITH A SECOND FENCE 1M MIN AWAY. FENCE
EW15. ALL ALLOTMENTS OR AREAS SUBJECT TO EARTHWORKS ARE TO BE FREE AND CHANNEL.
REPORT - (IF AVAILABLE) SHOULD NOT BE LOCATED PARALLEL WITH TOE IF
DRAINING WITH A MINIMUM SLOPE OF 1:100.
CONCENTRATION OF FLOW WILL OCCUR BEHIND THE FENCE.
DN10. INTER-ALLOTMENT DRAINAGE LINES ARE LOCATED 0.5 METRES FROM REAR OR
EW3. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR EW16. ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION SHALL SIDE BOUNDARIES WITHIN THE PROPERTIES SERVED.
TO COMMENCING EARTHWORKS. SE3. TEMPORARY CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP:
BE TOP SOILED TO A MINIMUM DEPTH OF 100mm AND TURFED OR SEEDED
l. ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY
WITH A MINIMUM STRIKE RATE OF 80% PRIOR TO ANY 'ON MAINTENANCE' DN11. MATERIALS AND CONSTRUCTION ARE IN ACCORDANCE WITH COUNCIL'S
EW4. THE LIMITS OF CUTTING AND FILLING SHALL BE GENERALLY AS SHOWN ON THE FROM ENTRY/EXIT.
INSPECTION. STANDARD SPECIFICATION FOR STORMWATER DRAINAGE.
DRAWINGS. THE CONTRACTOR SHALL SET OUT THESE LIMITS FOR INSPECTION m. WHEEL - WASH OR SPRAY UNIT MAY BE REQUIRED DURING
BY THE ENGINEER PRIOR TO CONSTRUCTION. AMENDMENTS TO EARTHWORKS WET WEATHER.
EW17. ALL TEMPORARY STOCKPILES (IF APPLICABLE) TO HAVE 1:6 MAXIMUM SIDE DN12. THE CONTRACTOR SHALL CONFIRM ALL LEVELS BEFORE COMMENCING WORK.
AND FINISHED SURFACE CONTOURS MAY BE ADJUSTED BY THE WRITTEN BATTERS (GRASS SEEDED).
DIRECTION OF THE ENGINEER DURING CONSTRUCTION. SE4. SAFETY ISSUES MUST BE CONSIDERED AT ALL TIMES, INCORPORATE
DN13. THE CONTRACTOR SHALL CONTACT ALL RELEVANT AUTHORITIES AND LOCATE
TRAFFIC CONTROL DEVICES .
ALL SERVICES BEFORE COMMENCING WORK.THE CONTRACTOR SHALL BE
EW5. SITE PREPARATION: ROADWORKS NOTES RESPONSIBLE FOR ANY DAMAGE CAUSED TO SERVICES BY THE WORKS
a. STRIP TOPSOIL MIN 150 OR MORE AS REQUIRED TO REMOVE ALL SE5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL
RD1. THE CONTRACTOR SHALL ESTABLISH THE LOCATION, LINE & LEVEL OF ALL PUBLIC IRRESPECTIVE OF WHETHER THE SERVICES ARE SHOWN ON THE DRAWINGS OR
VEGETABLE MATTER TO THE BASE OF THE SUB GRADE. SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN
& PRIVATE UTILITY SERVICES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. NOT.
ADDRESSED AS STIPULATED IN THE ENVIRONMENTAL MANAGEMENT
WHERE UTILITY SERVICES ARE SHOWN ON THE PLANS, THEY ARE SHOWN FOR PLAN. ADDITIONAL OR DIFFERENT SEDIMENT & EROSION CONTROL
b. FURTHER EXCAVATE IF REQUIRED TO BOX OUT TO MINIMUM PAVEMENT
THICKNESS. REMOVE AND RE-COMPACT FILL AS PER GEOTECHNICAL
THE INFORMATION OF THE CONTRACTOR ONLY. THE PRINCIPAL SHALL NOT BE UNDERGROUND SERVICES DEVICES MAY BE REQUIRED DURING CONSTRUCTION PHASE TO
LIABLE FOR ANY OMISSION OF SERVICES FROM THE PLANS OR THE ACCURACY OF COMPLY WITH THE ABOVE.
REPORT NOTE ON THIS DRAWING. UNDERGROUND SERVICES HAVE BEEN LOCATED ONLY WHERE OBVIOUS. SOME SERVICES
ANY SERVICES SHOWN ON THE PLANS.
THAT WERE NOT OBVIOUS AND ARE NOT SHOWN ON THE PLAN MAY STILL BE PRESENT. IT SE6. TEMPORARY STOCKPILES TO HAVE 1:6 SIDE BATTERS (MAXIMUM) AND
c. COMPACT SUBGRADE TO A MIN RELATIVE DENSITY RATIO OF 98% IS THE RESPONSIBILITY OF ANY PERSON EXCAVATING / BUILDING, ON OR ADJACENT TO
RD2. SURFACE LEVELS OVER THE SITE HAVE BEEN INTERPOLATED THROUGH BE SHAPED TO ENSURE RUN-OFF IS TREATED AND MANAGED TO THE
STANDARD COMPACTION AS DEFINED IN AS 1289 IN THE TOP 200. THE SITE TO CONFIRM WITH THE RELEVANT AUTHORITY THE LOCATION OF SERVICES.
COMPUTER MODELING OF FIELD SURVEY DATA. THESE CALCULATED LEVELS MAY SATISFACTION OF THE SUPERINTENDENT. ALL EXPOSED STOCKPILE
VARY FROM THE ACTUAL GROUND LEVEL. THE AUTHOR OF THIS PLAN ACCEPTS NO RESPONSIBILITY FOR DAMAGE TO SERVICES SURFACES TO BE GRASS SEEDED. SEDIMENT FENCES AND CUT-OFF
d. COMPACT AND PROOF ROLL ALL PREPARED SUBGRADE AREAS PRIOR TO SHOWN OR NOT SHOWN ON THIS PLAN.
PLACING ANY FILLING. COMPACTION SHALL BE 100% COMPACTION AS DRAINS MAY BE REQUIRED.
RD3. ALL CONSTRUCTION LEVELS SHALL BE SET BY THE CONTRACTOR WITH
MEASURED BY THE STANDARD METHOD DESCRIBED IN AS1289 UNO. MIN TRENCH
REFERENCE TO SURVEYED BENCH MARKS PROVIDED BY THE PRINCIPAL'S
APPOINTED SURVEYOR. (OD + 1200mm)
e. EXCAVATE AND REPLACE WITH STRUCTURAL FILL ANY SOFT SPOTS OR
HEAVING SUBGRADE AREAS. STRUCTURAL FILL SHALL BE APPROVED NOTE:
RD4. SUBGRADE EVALUATION IS TO BE UNDERTAKEN IN ACCORDANCE WITH THE
GRANULAR FILL (100mm MAXIMUM PARTICLE SIZE, MINIMUM SOAKED CBR EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE DESIGNED
PROCEDURES OUTLINED IN ARRB SR41 - A STRUCTURAL DESIGN GUIDE FOR
15 PLACED IN LAYERS NOT EXCEEDING 200mm AND COMPACTED TO AND PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL EROSION
FLEXIBLE RESIDENTIAL STREET PAVEMENTS.
ACHIEVE NOT LESS THAN 98 % MAXIMUM RELATIVE DRY DENSITY BACKFILL
BACKFILL CONTROL ASSOCIATION (AUSTRALASIA) 2018's "BEST PRACTICE
(STANDARD), OR 75 % DRY DENSITY INDEX IN ACCORDANCE WITH AS 1289. EROSION AND SEDIMENT CONTROL FOR BUILDING AND
RD5. ALL KERBING SHALL CONFORM TO LOCAL AUTHORITY COUNCIL'S RELEVANT
SITE FILLING MATERIAL AND COMPACTION UNDER THE PAVING AND OVERLAY 200mm CONSTRUCTION SITE.
STANDARD DRAWINGS. OVERLAY 480mm
BUILDING SHALL BE AS ABOVE.
RD6. ALL ROADSIDE VERGE AREAS AND BATTERS SHALL BE TOP S OILED TO A
a:\2196-no. 6 margit cres, sunrise beach\acad civil opw\2196-opw.dwg
EW6. ALL FILLING SHALL BE CLEAN EXCAVATED MATERIAL FREE FROM TOPSOIL AND SIDE 342mm SIDE 682mm
MINIMUM DEPTH OF 100mm (LIGHTLY COMPACTED) AND TURFED.
VEGETATION.
HAUNCH 180mm
RD7. PAVEMENT MARKINGS AND SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH THE
EW7. THE EXISTING SITE WON MATERIALS MAY CONTAIN ROCKS AND COBBLES AND BED 100mm BED 150mm
QUEENSLAND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
THESE SHALL BE EXCLUDED OVER 100mm NOMINAL SIZE IN ANY EXISTING
MATERIAL USED AS FILLING. RCP STORMPRO
RD8. PROVIDE TELSTRA AND ENERGEX CONDUITS UNDER CONCRETE DRIVE-WAYS,
WHERE DIRECTED. 600Ø
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED DUAL OCCUPANCY DEVELOPMENT 2196
A 04-04-23 FOR APPROVAL JL CL AT 6 MARGIT CRESCENT, SUNRISE BEACH
DATUM AHD
FOR SUNSHINE ENTERPRISES PTY LTD (QLD) SHEET: 2 OF 10
DESIGN JL
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN JL
DESIGN CHECK
Director: CAMERON LANDRETH
p 07 5443 8285 OVERALL LAYOUT PLAN R02 A
CL (RPEQ 19358)
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE MARCH 2023 Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Section 3
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CAUTION - EXISTING SERVICES
a:\2196-no. 6 margit cres, sunrise beach\acad civil opw\2196-opw.dwg
THE CONTRACTOR IS TO DETERMINE THE
EXACT LOCATION OF ALL EXISTING SERVICES
IN THE VICINITY OF THE PROPOSED WORKS
PRIOR TO THE START OF ANY CONSTRUCTION.
THE COST OF ANY RECTIFICATION WORKS
DUE TO DAMAGE OF EXISTING SERVICES
SHALL BE BORNE BY THE CONTRACTOR.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED DUAL OCCUPANCY DEVELOPMENT 2196
A 04-04-23 FOR APPROVAL JL CL SCALE 1:1000 (Horiz.) A3 AT 6 MARGIT CRESCENT, SUNRISE BEACH
DATUM AHD 0 10 20 30 40 50m FOR SUNSHINE ENTERPRISES PTY LTD (QLD) SHEET: 3 OF 10
DESIGN JL
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN JL
DESIGN CHECK
0 1 2 3 4 5m Director: CAMERON LANDRETH
p 07 5443 8285 EXISTING FEATURES PLAN R03 A
CL SCALE 1:100 (Vert.) A3 (RPEQ 19358)
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE MARCH 2023 Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Section 5
TO EX
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APPROX. EARTHWORKS QUANTITIES:
NATURAL SURFACE v BOXING
CUT - 70m³
FILL - 40m³
SPOIL 30m³
(SOLID VOLUME)
LEGEND
a:\2196-no. 6 margit cres, sunrise beach\acad civil opw\2196-opw.dwg
PROPOSED EARTHWORKS CUT NOTE
· CUT AND FILL SHADING REPRESENTS EARTHWORKS
PROPOSED EARTHWORKS FILL
BETWEEN NATURAL SURFACE AND BOXING SURFACE LEVELS
· PAD LEVELS FOR ALL BUILDINGS 300mm BELOW FFL
PROPOSED RETAINING WALL
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED DUAL OCCUPANCY DEVELOPMENT 2196
A 31-03-23 FOR APPROVAL JL CL AT 6 MARGIT CRESCENT, SUNRISE BEACH
DATUM AHD
0 1.25 2.5 3.75 5.0 6.25m FOR SUNSHINE ENTERPRISES PTY LTD (QLD) SHEET: 4 OF 10
DESIGN JL
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN JL
SCALE 1:125 A3
DESIGN CHECK
Director: CAMERON LANDRETH
p 07 5443 8285 SITE EARTHWORKS LAYOUT PLAN R04 A
CL (RPEQ 19358)
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE MARCH 2023 Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Section 6
PROPOSED
DWELLING
RP BDY
RL37.83 LOW HEIGHT RETAINING
WALL IN BACKGROUND
HIGHPOINT
RL38.09 TOW RL37.40
RP BDY
KERB ~IL37.84 3.4% TYP (4.0% MAX)
FFL37.88 FFL37.93
NSL
SITE CROSS SECTION 1
SCALE 1:100 R04
NEW DRIVEWAY CROSSOVER
GRADES TO BE AS PER IPWEAQ RS-050
RP BDY
MARGIT CRESCENT
1.8M FOOTPATH
2.5% MAX
5.0%
3.4% TYP (4.0% MAX)
GARAGE FFL37.88
DRIVEWAY CROSSOVER CROSS SECTION 2
SCALE 1:50 R04
PIT LID TO BE BOLT-DOWN & SEALED.
SURROUND TO BE STRUCTURALLY
FIXED TO PIT WALLS.
GRATED COVER AND SURROUND
SL 37.60
SL 37.50
PRE-CAST PIT WALLS TO
BE REINFORCED
100Ø PVC IL 37.25 50Ø PVC
50Ø PVC IL 37.15
PRE-CAST 900x900 STORMWATER PIT. 3m x 3m x 1m INFILTRATION PIT
ROOFWATER INLET TO PIT 20mm-40mm SCREENINGS
SINGLE RISER TO BE MATED TO TOP
OF ROCK INFILTRATION PIT WITH FULLY GEOFABRIC WRAPPED (BIDIM A34)
Ø20mm ORIFICE PLATE TO SURFACE AREA = 29m2
BEDDING MORTAR.
DIFFUSE, LOW FLOW OUTLET PERCOLATION RATE FROM GEOTECH >0.03mm/s
BEHIND RETAINING WALL BEDDING MORTAR TOTAL INFILTRATION FLOW = 1L/s
BEDDING MORTAR
LOW FLOW DRAINAGE PITS
NTS
1.0m
a:\2196-no. 6 margit cres, sunrise beach\acad civil opw\2196-opw.dwg
0 0.2 0.4 0.6 0.8 1.0m
3.0m
SCALE 1:20 A3 STORMWATER INFILTRATION PIT 3
SCALE 1:20 R07
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED DUAL OCCUPANCY DEVELOPMENT 2196
A 03-04-23 FOR APPROVAL JL CL AT 6 MARGIT CRESCENT, SUNRISE BEACH
DATUM AHD
0 0.5 1.0 1.5 2.0 2.5m FOR SUNSHINE ENTERPRISES PTY LTD (QLD) SHEET: 5 OF 10
DESIGN JL
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN JL
SCALE 1:50 A3
DESIGN CHECK
Director: CAMERON LANDRETH
p 07 5443 8285 CROSS SECTIONS & DETAILS R05 A
CL (RPEQ 19358)
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE MARCH 2023 Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
The text continues on section 7.