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Civil plans
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ENGINEERING
OPERATIONAL WORKS
- SUNSHINE COAST COUNCIL -
PROJECT:
PROPOSED INDUSTRIAL DEVELOPMENT
AT TAYLOR COURT, COOROY
CLIENT:
BULLGATE Pty Ltd
PROJECT No:
MY
2023
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RTH
SCHEDULE OF DRAWINGS
CO
DWG DESCRIPTION
AS
2023-R01 Locality Plan and Schedule of Drawings
T LI
2023-R02 General Notes
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2023-R03 Existing Site Conditions
2023-R04 Overall Layout Plan
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2023-R05 Earthworks, Erosion & Sediment Control Plan
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2023-R06 Erosion & Sediment Control Details
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2023-R07 Typical Site Cross Sections
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2023-R08 Roadworks & Drainage Detail Plan
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2023-R09 Access Driveway Longitudinal Section, Cross Sections & Details
IVE
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AD
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2023-R10 Stormwater Drainage Catchment Plan and Longitudinal Section
DR
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2023-R11 Stormwater Drainage Calculations Table
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BER
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SUBJECT
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SITE
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D
DRAWING STATUS:
FOR APPROVAL LOCALITY PLAN
SCALE 1:5,000
PROPERTY DESCRIPTION
07 5443 8285 LOT 6 on SP197517 DRAWING NUMBER REV
[email protected] www.barlowshelley.com.au
PO Box 899, Maroochydore,4558 ABN 89 215 591 077
TAYLOR COURT, COOROY
Site Area (Total Lot) = 1.510 Ha
2023 - R01 A
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Page 2
GENERAL NOTES EARTHWORKS AND PAVEMENT ROADWORKS NOTES
GN1. ALL DIMENSIONS AND SET OUT POINTS ARE TO THE KERB LINE OF THE CONSTRUCTION NOTES CONTINUED SEDIMENT & EROSION CONTROL RD1. THE CONTRACTOR SHALL ESTABLISH THE LOCATION, LINE & LEVEL OF ALL PUBLIC
SPECIFIED KERB TYPE. REFER LOCAL AUTHORITIES STANDARD DRAWINGS FOR
EW6. ALL FILLING SHALL BE CLEAN EXCAVATED MATERIAL FREE FROM TOPSOIL
NOTES & PRIVATE UTILITY SERVICES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.
KERB TYPE DETAILS. WHERE UTILITY SERVICES ARE SHOWN ON THE PLANS, THEY ARE SHOWN FOR
AND VEGETATION.
SE1. GENERAL: THE INFORMATION OF THE CONTRACTOR ONLY. THE PRINCIPAL SHALL NOT BE
GN2. FINAL LOCATIONS OF CONDUITS SHALL BE PROVIDED WHEN AVAILABLE FROM a. TEMPORARY DRAINAGE CONTROL. FLOW SHOULD BE LIABLE FOR ANY OMISSION OF SERVICES FROM THE PLANS OR THE ACCURACY OF
EW7. THE EXISTING SITE WON MATERIALS MAY CONTAIN ROCKS AND COBBLES
SERVICE AUTHORITIES. (IF REQUIRED). DIVERTED AROUND THE WORK SITE WHERE POSSIBLE. ANY SERVICES SHOWN ON THE PLANS.
AND THESE SHALL BE EXCLUDED OVER 100mm NOMINAL SIZE IN ANY
EXISTING MATERIAL USED AS FILLING. b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE
GN3. ALL CONSTRUCTION SHALL JOIN SMOOTHLY TO EXISTING. INSTALLED AND BE OPERATIONAL BEFORE COMMENCING RD2. SURFACE LEVELS OVER THE SITE HAVE BEEN INTERPOLATED THROUGH
UP-SLOPE EARTHWORKS. COMPUTER MODELING OF FIELD SURVEY DATA. THESE CALCULATED LEVELS MAY
GN4. NOTIFY ALL RELEVANT AUTHORITIES PRIOR TO COMMENCEMENT OF WORK EW8. ANY IMPORTED FILLING MATERIAL REQUIRED TO MAKE UP SHORTFALLS IN
c. ALL SEDIMENT & EROSION CONTROL DEVICES MUST BE VARY FROM THE ACTUAL GROUND LEVEL.
WITHIN EXISTING ROAD RESERVES. QUANTITIES SHALL BE CLEAN SOIL MATERIAL FREE FROM TOPSOIL,
VEGETABLE MATTER AND OTHER DELETERIOUS MATERIAL. THE FILLING REGULARLY INSPECTED AND MAINTAINED BY THE
CONTRACTOR. INSPECTIONS SHOULD OCCUR ON A WEEKLY RD3. ALL CONSTRUCTION LEVELS SHALL BE SET BY THE CONTRACTOR WITH
GN5. THE CONTRACTOR SHALL CONTACT ALL RELEVANT SERVICE AUTHORITIES FOR SHALL BE FREE FROM COBBLES OR ROCKS IN EXCESS OF 100mm NOMINAL
BASIS (MINIMUM), ALONG WITH BEFORE AND AFTER REFERENCE TO SURVEYED BENCH MARKS PROVIDED BY THE PRINCIPAL'S
DETAILED LOCATION AND LEVEL OF SERVICES PRIOR TO COMMENCEMENT OF SIZE. THE MATERIAL SHALL HAVE A MINIMUM SOAKED CBR 15 UNLESS
SIGNIFICANT RUNOFF PRODUCING STORMS. APPOINTED SURVEYOR.
WORKS AND THE SITE. ANY DAMAGE TO EXISTING SERVICES SHALL BE OTHERWISE APPROVED BY THE SUPERINTENDENT.
d. ALL DISTURBED LAND MUST BE RENDERED EROSION-PROOF
RECTIFIED AT THE CONTRACTORS EXPENSE. BY THE ESTABLISHMENT OF 80% EFFECTIVE GROUND RD4. SUBGRADE EVALUATION IS TO BE UNDERTAKEN IN ACCORDANCE WITH THE
EW9. ALL FILLING SHALL BE PLACED IN MAXIMUM 200mm LOOSE LAYER
COVER WITHIN 28 DAYS OF FINAL EARTHWORKS TRIM. PROCEDURES OUTLINED IN ARRB SR41 - A STRUCTURAL DESIGN GUIDE FOR
GN6. ALL WORK SHALL CONFORM WITH THE RELEVANT LOCAL AUTHORITY'S THICKNESS WITH EACH LAYER COMPACTED TO AT LEAST 98% COMPACTING
e. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE FLEXIBLE RESIDENTIAL STREET PAVEMENTS.
SPECIFICATIONS AND REQUIREMENTS. AS MEASURED BY THE STANDARD METHOD DESCRIBED IN AS 1289.
CONTROLLED, EXPOSED SURFACES TO BE EITHER
MULCHED, COVERED WITH EROSION CONTROL BLANKETS RD5. ALL KERBING SHALL CONFORM TO LOCAL AUTHORITY COUNCIL'S RELEVANT
EW10. REFER TO THE GEOTECHNICAL REPORT REGARDING REMOVAL AND
CLEARING OF VEGETATION REPLACEMENT OF EXISTING FILLING MATERIAL. THIS NOTE SHALL APPLY TO OR TURFED IF EARTHWORKS ARE EXPECTED TO BE STANDARD DRAWINGS.
THE SUBGRADE UNDER ALL ROADS, DRIVEWAYS AND FILL BATTERS. DELAYED FOR MORE THAN 14 DAYS.
VE1. NO CLEARING SHALL BE CARRIED OUT BEYOND THE EXTENT f. STRAW BALE SEDIMENT TRAPS ARE A SECONDARY OPTION RD6. ALL ROADSIDE VERGE AREAS AND BATTERS SHALL BE TOP S OILED TO A
FOLLOWING THE SITE STRIP AND DRIVEWAY SET OUT THE ENGINEER SHALL MINIMUM DEPTH OF 100mm (LIGHTLY COMPACTED) AND TURFED.
OF EARTHWORKS OR WHERE NECESSARY FOR SERVICES BE CALLED TO SITE TO DETERMINE THE PRESENCE OF ANY EXISTING FILL WHICH GENERALLY SHOULD NOT BE USED IF OTHER
CONSTRUCTION WITHOUT THE WRITTEN APPROVAL OF THE UNDER DRIVEWAYS AND ASSOCIATED BATTERS. PROVIDE A BACKHOE FOR OPTIONS ARE AVAILABLE.
SUPERINTENDENT. RD7. PAVEMENT MARKINGS AND SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH THE
THE TEST PIT EXPLORATION. THE ENGINEER MAY DIRECT EXISTING LOOSE QUEENSLAND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
FILL TO BE REMOVED AND RE-COMPACTED. SE2. SEDIMENT CONTROL FENCE:
VE2. MILLABLE LOGS ARE TO BE REMOVED FOR SAWMILLING. g. NOT TO BE LOCATED IN AREAS OF CONCENTRATED FLOW.
h. NORMALLY LOCATED ALONG THE CONTOUR WITH A RD8. PROVIDE TELSTRA AND ENERGEX CONDUITS UNDER CONCRETE DRIVE-WAYS,
EW11. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND WHERE DIRECTED.
VE3. SUITABLE MATERIAL IS TO BE MULCHED FOR REUSE ON SITE. FULLY OPERATIONAL BEFORE COMMENCING UP-SLOPE EARTHWORKS. MAXIMUM CATCHMENT AREA 0.6 HA PER 100M LENGTH OF
FENCE.
EARTHWORKS AND PAVEMENT EW12. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED i. WOVEN FABRICS ARE PREFERRED, NON-WOVEN FABRICS
DRAINAGE NOTES
PRIOR TO COMMENCING EARTHWORKS. MAY BE USED ON SMALL WORK SITES, I.E. OPERATIONAL
CONSTRUCTION NOTES PERIOD LESS THAN 6 MONTHS OR ON SITES WHERE DN1. 1.5m WIDE EASEMENTS SHALL BE CREATED OVER ALL INTER-ALLOTMENT
EW13. FILL DENSITY TESTING SHALL CONFORM TO THE FOLLOWING: SIGNIFICANT SEDIMENT RUNOFF IS NOT EXPECTED. DRAINAGE LINES UNO.
EW1. THE CONTRACTOR SHALL PROVIDE CERTIFICATION FROM A RPEQ QUALIFIED a. 1 TEST PER 500 cu.m - GENERALLY j. WHERE FENCES NEED TO BE LOCATED ACROSS THE
ENGINEER THAT THE WHOLE OF THE EARTHWORKS AND GEOTECHNICAL b. 1 TEST PER 2 LAYERS PER 40m - TRENCH BACKFILL CONTOUR - REFER IPEAW STANDARD DRAWING D-0040 FOR DN2. PIPE BEDDING AND BACKFILL ARE IN ACCORDANCE WITH LOCAL AUTHORITIES
SUPERVISION COMPLIES WITH AS3798 FOR DETAILS. REFERENCED SPECIFICATION AND/OR STANDARD DRAWINGS.
EW14. PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING MINIMUM DRY k. FENCES ARE REQUIRED 2m MIN FROM TOE OF CUT OR FILL
EW2. THE CONTRACTOR SHALL REFER TO GEOTECHNICAL INVESTIGATION DENSITY RATIO (M.D.D.R.) COMPACTION STANDARDS: BATTERS, WHERE NOT PRACTICAL ONE FENCE CAN BE AT DN3. PIPE MATERIALS ARE UPVC SEWER PIPE MINIMUM CLASS SN4; UPVC DRAINAGE
REPORT - (IF AVAILABLE) c. ALLOTMENTS = 98% STD THE TOE WITH A SECOND FENCE 1M MIN AWAY. FENCE PIPE PLASCOR OR EQUIVALENT OF EQUIVALENT CLASS TO UPVC SEWER CLASS
EW3. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR d. ROAD VERGES/EMBANKMENTS = 98% STD SHOULD NOT BE LOCATED PARALLEL WITH TOE IF SN4; R.C.P. CLASS "2" RUBBER RING JOINTED OR F.R.C. PIPE CLASS "X" RUBBER
TO COMMENCING EARTHWORKS. e. PAVEMENT SUBGRADE = 100% STD FOR NON-COHESIVE CONCENTRATION OF FLOW WILL OCCUR BEHIND THE FENCE. RING JOINTED.
MATERIALS, M.D.D.R. = 80%
EW4. THE LIMITS OF CUTTING AND FILLING SHALL BE GENERALLY AS SHOWN ON THE SE3. TEMPORARY CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP: DN4. UPVC PIPES ARE EITHER RUBBER RING JOINTED OR SOLVENT WELD JOINTED.
DRAWINGS. THE CONTRACTOR SHALL SET OUT THESE LIMITS FOR INSPECTION EW15. ALL ALLOTMENTS OR AREAS SUBJECT TO EARTHWORKS ARE TO BE FREE l. ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY STANDARD MANUFACTURER'S FITTINGS ARE USED IN BOTH CASES.
BY THE ENGINEER PRIOR TO CONSTRUCTION. AMENDMENTS TO EARTHWORKS DRAINING WITH A MINIMUM SLOPE OF 1:100. FROM ENTRY/EXIT.
AND FINISHED SURFACE CONTOURS MAY BE ADJUSTED BY THE WRITTEN m. WHEEL - WASH OR SPRAY UNIT MAY BE REQUIRED DURING DN5. FRC AND RCP SYSTEMS ARE CONSTRUCTED BY EMBEDDING THE LOWER PRECAST
DIRECTION OF THE ENGINEER DURING CONSTRUCTION. EW16. ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION SHALL WET WEATHER. SECTION INTO A WET CAST-INSITU CONCRETE BASE. CUT OUTS FOR PIPE
BE TOP SOILED TO A MINIMUM DEPTH OF 100mm AND TURFED OR SEEDED PENETRATIONS ARE MADE USING CONCRETE SAWS/DRILLS WHILE MINIMIZING
EW5. SITE PREPARATION: WITH A MINIMUM STRIKE RATE OF 80% PRIOR TO ANY 'ON MAINTENANCE' SE4. SAFETY ISSUES MUST BE CONSIDERED AT ALL TIMES, INCORPORATE DAMAGE TO THE ADJACENT PIPE MATERIALS.
a. STRIP TOPSOIL MIN 150 OR MORE AS REQUIRED TO REMOVE ALL INSPECTION. TRAFFIC CONTROL DEVICES .
VEGETABLE MATTER TO THE BASE OF THE SUB GRADE. DN6. LIDS TO CAST-IN-SITU MANHOLES ARE LIGHT DUTY, CLOSE FITTING BOLT DOWN
EW17. ALL TEMPORARY STOCKPILES (IF APPLICABLE) TO HAVE 1:6 MAXIMUM SIDE SE5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL CAST IRON OR GALVANISED STEEL, CONCRETE INFILL TYPE (GATIC LIGHT DUTY,
b. FURTHER EXCAVATE IF REQUIRED TO BOX OUT TO MINIMUM PAVEMENT BATTERS (GRASS SEEDED). SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN POLYCRETE BROADSTEL OR SIMILAR) OF APPROXIMATELY THE SAME INTERNAL
THICKNESS. REMOVE AND RE-COMPACT FILL AS PER GEOTECHNICAL ADDRESSED AS STIPULATED IN THE ENVIRONMENTAL MANAGEMENT DIMENSIONS AS THE MANHOLE.
REPORT NOTE ON THIS DRAWING. SEDIMENT & EROSION CONTROL PROGRAM PLAN. ADDITIONAL OR DIFFERENT SEDIMENT & EROSION CONTROL
OBJECTIVE/TARGET THE CONTRACTOR MUST COMPLY WITH ALL STATUTORY DEVICES MAY BE REQUIRED DURING CONSTRUCTION PHASE TO DN7. ALL STEEL GRATES AND FRAMES TO BE HOT DIPPED GALVANIZED AND SHALL BE
REGULATIONS AND MAINTAIN THEM DURING EARTHWORKS/ COMPLY WITH THE ABOVE.
c. COMPACT SUBGRADE TO A MIN RELATIVE DENSITY RATIO OF 98% CONSTRUCTION. ALL PROVISIONS AND SPECIFICATIONS CYCLE PROOF IN ACCORDANCE WITH AS 3996.
STANDARD COMPACTION AS DEFINED IN AS 1289 IN THE TOP 200. OUTLINED WITH THE APPROVED ENVIRONMENTAL
MANAGEMENT PLAN MUST BE ADHERED TO, ALONG WITH SE6. TEMPORARY STOCKPILES TO HAVE 1:6 SIDE BATTERS (MAXIMUM) AND
ALL EROSION AND SEDIMENT CONTROL MEASURES DN8. LIDS MATCH FINISHED SURFACE GROUND SLOPE AND SIT PROUD AS SHOWN ON
d. COMPACT AND PROOF ROLL ALL PREPARED SUBGRADE AREAS PRIOR TO PRESCRIBED WITHIN THESE DRAWINGS BY THE BE SHAPED TO ENSURE RUN-OFF IS TREATED AND MANAGED TO THE THE LOCAL AUTHORITIES STANDARD AND ARE MARKED "STORMWATER"
PLACING ANY FILLING. COMPACTION SHALL BE 100% COMPACTION AS SITE ENGINEER SATISFACTION OF THE SUPERINTENDENT. ALL EXPOSED STOCKPILE IMPRESSED INTO THE CONCRETE INFILL. INFILL CONCRETE IS CLASS N25.
MEASURED BY THE STANDARD METHOD DESCRIBED IN AS1289 UNO. MANAGEMENT THE SITE FOREMAN IS TO IDENTIFY AND CHECK THE SURFACES TO BE GRASS SEEDED. SEDIMENT FENCES AND CUT-OFF
STRATEGY DIRECTION OF STORMWATER FLOWS AS SHOWN ON PLAN. DRAINS MAY BE REQUIRED. DN09. UPVC PIPE AND KERB ADAPTORS ARE USED WHERE DISCHARGE IS INTO THE KERB
PROVIDE BARRIERS AND OTHER MEASURES SHOWN ON
e. EXCAVATE AND REPLACE WITH STRUCTURAL FILL ANY SOFT SPOTS OR PLAN TO PREVENT STORMWATER FLOWS OVER AND CHANNEL.
HEAVING SUBGRADE AREAS. STRUCTURAL FILL SHALL BE APPROVED EMBANKMENTS, AND SEDIMENT INTO GULLY PITS
GRANULAR FILL (100mm MAXIMUM PARTICLE SIZE, MINIMUM SOAKED CBR DN10. INTER-ALLOTMENT DRAINAGE LINES ARE LOCATED 0.5 METRES FROM REAR OR
TASKS / ACTIONS ERECT SEDIMENTATION BARRIERS AS DETAILED.
15 PLACED IN LAYERS NOT EXCEEDING 200mm AND COMPACTED TO STRATEGICALLY PLACE CHECK DAMS NOTE: SIDE BOUNDARIES WITHIN THE PROPERTIES SERVED.
ACHIEVE NOT LESS THAN 98 % MAXIMUM RELATIVE DRY DENSITY AROUND GULLY PITS
EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE DESIGNED
(STANDARD), OR 75 % DRY DENSITY INDEX IN ACCORDANCE WITH AS 1289. PERFORMANCE THE SITE FOREMAN IS TO CHECK FOR EROSION AND AND PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL EROSION DN11. MATERIALS AND CONSTRUCTION ARE IN ACCORDANCE WITH COUNCIL'S
SITE FILLING MATERIAL AND COMPACTION UNDER THE PAVING AND INDICATORS SEDIMENT FLOWS AT THE BASE OF EMBANKMENTS AFTER
CONTROL ASSOCIATION (AUSTRALASIA) 2018's "BEST PRACTICE STANDARD SPECIFICATION FOR STORMWATER DRAINAGE.
SIGNIFICANT RAINFALL AND SHOULD ASCERTAIN THE
BUILDING SHALL BE AS ABOVE. WORKING EFFECTIVENESS OF CHECK DAMS DURING EROSION AND SEDIMENT CONTROL FOR BUILDING AND
THIS WET WEATHER CONSTRUCTION SITE. DN12. THE CONTRACTOR SHALL CONFIRM ALL LEVELS BEFORE COMMENCING WORK.
UNDERGROUND SERVICES FREQUENCY / SITE FOREMAN TO MONITOR PERFORMANCE AFTER
DEADLINE EVERY HEAVY DOWNFALL DN13. THE CONTRACTOR SHALL CONTACT ALL RELEVANT AUTHORITIES AND LOCATE
UNDERGROUND SERVICES HAVE BEEN LOCATED ONLY WHERE OBVIOUS. SOME SERVICES ALL SERVICES BEFORE COMMENCING WORK.THE CONTRACTOR SHALL BE
RESPONSIBILITY THE SITE FOREMAN IS RESPONSIBLE FOR ALL INSPECTIONS
THAT WERE NOT OBVIOUS AND ARE NOT SHOWN ON THE PLAN MAY STILL BE PRESENT. IT RESPONSIBLE FOR ANY DAMAGE CAUSED TO SERVICES BY THE WORKS
IS THE RESPONSIBILITY OF ANY PERSON EXCAVATING / BUILDING, ON OR ADJACENT TO REPORTING REVIEW SITE WORKMEN ARE TO ADVISE THE FOREMAN IF ANY IRRESPECTIVE OF WHETHER THE SERVICES ARE SHOWN ON THE DRAWINGS OR
THE SITE TO CONFIRM WITH THE RELEVANT AUTHORITY THE LOCATION OF SERVICES. SEDIMENT & EROSION CONTROL DEVICES ARE FAILING
NOT.
THE AUTHOR OF THIS PLAN ACCEPTS NO RESPONSIBILITY FOR DAMAGE TO SERVICES CORRECTIVE ACTIONS THE SITE FOREMAN IS TO REPORT AND ORDER THROUGH
SHOWN OR NOT SHOWN ON THIS PLAN. SUPERVISOR, EXTRA BARRIER OR CHECK DAMS AS
REQUIRED
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 2023
A 05-06-20 ORIGINAL ISSUE AD CL
DATUM AHD SHEET: 2 OF ..
0 1.0 2.0 3.0 4.0 5.0m
DESIGN AD ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN AD Director: CAMERON LANDRETH
SCALE 1:100 A3
DESIGN CHECK CL (RPEQ 19358) 07 5443 8285
R02 A
[email protected] www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE JUNE 2020 Barlow Shelley Consulting Engineers PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 3
EXISTING LEGEND
SW SW EXISTING STORMWATER
S S EXISTING SEWER MAIN
W W EXISTING WATERMAIN
v v v EXISTING ELECTRICITY - OVERHEAD
E E EXISTING ELECTRICITY - UNDERGROUND
EXISTING T T EXISTING TELECOMMUNICATION
BARRIER KERB EXISTING TREE
AND CHANNEL > > > > > EXISTING DRAINAGE
EXISTING EDGE OF BITUMEN
22 NATURAL SURFACE CONTOURS
T
R
EXISTING TOP OF BANK
U
O
C
OF OF EXISTING OPTIC FIBRE
EXISTING
R
O
CONCRETE G G EXISTING GAS
YL
PAVEMENT MAIN
TA
EXISTING
BUND
EXISTING
EXISTING
WATER MAIN BARRIER KERB
EXISTING
SEWER MAIN
SITE BECHMARK
PM190989
RL120.402
EXISTING SEWER
PUMPING STATION
EXISTING DRAINAGE
PIPE WITHIN EASEMENT
EXISTING FENCE
DRAINAGE
RESERVE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 2023
A 05-06-20 ORIGINAL ISSUE AD CL
DATUM AHD SHEET: 3 OF ..
0 10 20 30 40 50m
DESIGN AD ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN AD Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK CL (RPEQ 19358) 07 5443 8285
R03 A
[email protected] www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE JUNE 2020 Barlow Shelley Consulting Engineers PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 4
T
R
U
O
C
R
O
YL
TA
EXISTING KERB
AND CHANNEL
EXISTING EARTH
BUND TO BE
RETAINED
IV RE E
DR NC ID
EW TE
CO m W
AY
NEW DRIVEWAY
6
CROSSOVER FOR
LOTS 1 TO 3
EXISTING
DRIVEWAY
CROSSOVER PROPOSED
SHARED PROPOSED
DRIVEWAY WIDENING
(25m LONG)
IV RE E
DR NC WID PROPOSED ACCESS AND
EW TE SERVICES EASEMENT
AY
CO .5m
7
PROPOSED
SEWER
EASEMENT
PROPOSED
PROPOSED
SEWER MAIN PROPOSED DRAINAGE
BOUNDARY EASEMENT
DRAINAGE
RESERVE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 2023
A 05-06-20 ORIGINAL ISSUE AD CL
DATUM AHD SHEET: 4 OF ..
0 10 20 30 40 50m
DESIGN AD ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN AD Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK CL (RPEQ 19358) 07 5443 8285
R04 A
[email protected] www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE JUNE 2020 Barlow Shelley Consulting Engineers PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 5
LEGEND
PROPOSED SURFACE LEVELS
TOP OF RETAINING WALLS
BOTTOM OF RETAINING WALLS
PROPOSED EARTHWORKS CUT
PROPOSED EARTHWORKS FILL
PROPOSED RETAINING WALL
T
PROPOSED EARTHWORKS BATTER
R
| | | | | | | | | | | | | | | | | |
U
O
4.2 PROPOSED SURFACE CONTOURS
C
R
X SFX PROPOSED SEDIMENT FENCING
O
YL
CE CONSTRUCTION ENTRY / EXIT
TA
TEMPORARY PILED ROCK CHECK
DAMS @ 30m CTS
S.B.
TEMPORARY SEDIMENT BASIN
1 in 3 2 LOCATION (AS REQUIRED).
1 BATTER R07
R07 (TYPICAL) PROPOSED AREAS OF STABILISATION
EXISTING EARTH PP PROPOSED INLET PROTECTION
BUND TO BE
RETAINED OVERLAND FLOW PATH
TEMPORARY STOCKPILE.
S.P. LOCATION (AS REQUIRED).
1 in 10 BATTER
AT ENTRY
3
R07
PP
PROPOSED
SHARED
DRIVEWAY
TEMPORARY
CONSTRUCTION PROPOSED
ACCESS ROCK WALL
BUND
PP
PROPOSED
SEWER MAIN
BUND
PP
STABILISE BATTERS AND
ALL DISTURBED AREAS
IMMEDIATELY FOLLOWING PP
FINAL TRIMMING (TYPICAL)
SILT FENCE
1 in 3 (TYPICAL)
BATTER
(TYPICAL)
DRAINAGE
RESERVE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 2023
A 05-06-20 ORIGINAL ISSUE AD CL
DATUM AHD SHEET: 5 OF ..
0 10 20 30 40 50m
DESIGN AD ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN AD Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK CL (RPEQ 19358) 07 5443 8285
R05 A
[email protected] www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE JUNE 2020 Barlow Shelley Consulting Engineers PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 6
SANDBAGS OVERLAP
ONTO KERB SAG KERB INLET SEDIMENT TRAP
4.0 m (min)
IN ACCORDANCE WITH IECA STD
SA-01
Sediment
FILTER SOCKS MAY NEED TO FULLY SURROUND MINIM
pond THE INLET TO INTERCEPT SEDIMENT RUNOFF UM LE
NGTH
15m (M
FROM THE ROAD AND VERGE CRUSHED ROCK IN)
1M
(M
AX
Run-off SPILLWAY
)O
TYPICAL LIP-IN-LINE SAG INLET Width 3.0 m (min)
N
ry Kerb
nd a
PU
ou
BL
erty b
IC
UP-SLOPE RUNOFF p
Pro
RD
ON GRADE KERB INLET DIRECTED TO A Footpath
BYPASS FLOW SEDIMENT TRAP IN SEDIMENT TRAP
ACCORDANCE WITH IECA STD SIDE INLET REMAINS OPEN
Roadway
THREE LAYERS OF SANDBAGS OG-01
WITH ENDS OVERLAPPED. GULLY GRATE WRAPPED IN GEOTEXTILE FILTER CLOTH MAKE SAFE FOR
NON-WOVEN FILTER FABRIC (MANDATORY WHEN WORKING PEDESTRIAN
(MINIMUM, BIDIM A34 OR ON CLAYEY SOILS) TRAFFIC
EQUIVALENT)
ON GRADE KERB INLET SEDIMENT TRAP
VIBRATION GRID (ENTRY/EXIT)
GEOFABRIC, or APPROVED EQUIVALENT, NOT TO SCALE
SPACING VARIES WITH SLOPE 4 m (min) TO FRONT OF CHAMBER CONSTRUCTION EXIT - VIBRATION GRID REFER TO IECA STD Exit -04
SIDE-ENTRY
WHEREVER PRACTICAL INLET
VERGE SEDIMENT SAG KERB INLET SEDIMENT TRAP
GRATE
NTS
OVERFLOW
ON-GRADE KERB INLET
ROADWAY NOTE:
REFER TO IECA STANDARD DRAWINGS FOR NOTES AND
CONSTRUCTION DETAILS.
SANDBAG SEDIMENT TRAP
FABRIC
TYPICAL LAYOUT OF ON - GRADE KERB INLET SEDIMENT TRAP
2m POST
CLEAN SAND OR
FABRIC FABRIC AGGREGATE
POST
GEOTEXTILE FABRIC TO BE FINAL BATTER
WRAPPED OVER GRATE AND TEMPORARY TURF STRIP BACK FILL
SECURED UNDER AS SHOWN SURROUND (400mm MIN' WIDTH) -
IN LANDSCAPE AREAS
200 mm 300 mm
FSL
SOIL
ALLOTMENT
PIT
(a) LOCATION OF FENCE RELATIVE TO BASE OF SLOPE (b) ANCHORING BASE OF FABRIC
ALLOTMENT PIT INLET PROTECTION
NTS
STABILISE STOCKPILE
SURFACE FENCE IS LOCATED ALONG THE CONTOUR,
EARTH BANK AX.) OTHERWISE 5 TO 10 M DEPENDING ON SLOPE.
PE (M 2:1
SLO
SLO 3 m (max) WITH WIRE BACKING,
2:1 PE
(MA OTHERWISE 2 m (max)
X.)
DIRECTION OF FLOW 1.5 m (min)
SEDIMENT FENCE
CONSTRUCTION NOTES
1. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION,
CONCENTRATED WATER FLOW, ROADS AND HAZARD AREAS.
2. CONSTRUCT ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS.
3. WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2
METRES IN HEIGHT. ALL SUPPORT POSTS PLACED
4. WHERE THEY ARE TO BE IN PLACE FOR MORE THAN 10 DAYS, STABILISE FOLLOWING THE FABRIC BURIED DOWN-SLOPE OF FABRIC
APPROVED ESCP OR SWMP TO REDUCE THE C-FACTOR TO LESS THAN 0.10. 200 mm
5. CONSTRUCT CUT-OFF BUND ON THE UP-SLOPE SIDE TO DIVERT WATER AROUND SEDIMENT FENCE FABRIC, NOT
STOCKPILES AND SEDIMENT FENCES 1 TO 2 METRES DOWN-SLOPE. FILTER CLOTH OR SHADE
CLOTH
STOCKPILES INSTALLATION OF SEDIMENT FENCE
NOT TO SCALE NOT TO SCALE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 2023
A 05-06-20 ORIGINAL ISSUE AD CL
DATUM AHD SHEET: 6 OF ..
DESIGN AD ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN AD Director: CAMERON LANDRETH
DESIGN CHECK CL (RPEQ 19358) 07 5443 8285
R06 A
[email protected] www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE JUNE 2020 Barlow Shelley Consulting Engineers PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 7
TAYLOR CT
BDY
BDY
3% MAX 3% MAX
EXISTING 1% APPROX
DESIGN
SURFACE SURFACE
SECTION 1
SCALE 1:500 R05
6.0m MIN
BDY
EXISTING EARTH BUND SHARED
TO BE RETAINED DRIVEWAY
3% MAX ROCK RETAINING WALL DESIGN
3% MAX SURFACE 1 in 3 MAX
BATTER
EXISTING
SURFACE
EXISTING
SURFACE
SECTION 2
SCALE 1:500 R05
TAYLOR CT
DESIGN
SURFACE
BUND
3% MAX
EXISTING
SURFACE
SECTION 3
SCALE 1:500 R05
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 1197
A 20-12-19 ORIGINAL ISSUE AD CL
DATUM AHD SHEET: 7 OF ..
0 1.0 2.0 3.0 4.0 5.0m
DESIGN AD ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN AD Director: CAMERON LANDRETH
SCALE 1:100 A3
DESIGN CHECK CL (RPEQ 19358) 07 5443 8285
R07 A
[email protected] www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE 20 - 12 - 19 Barlow Shelley Consulting Engineers PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 8
EXISTING BARRIER
PROFILE KERB AND
CHANNEL
T
R
U
O
C
m
1.32 EXISTING EARTH
R
BUND TO BE
O
RETAINED
YL
MAINTAIN MIN 1m 1 in 3
TA
m
CLEARANCE TO BATTER
1.5
EXISTING LIGHT POLE (TYPICAL) EXISTING
ELECTRICAL
EASEMENT
NEW DRIVEWAY CROSSOVER
TO SERVICE LOTS 1 TO 3 IN
ACCORDANCE WITH IPWEAQ
17.85m
STD DWG RS-050 & 51
ROOFWATER
4.1
m STUB TO LOT 1
1.5m
R5 1 in 2 MAX
6m
BATTER
R10 (TYPICAL)
12
.4m
EXISTING DRIVEWAY
m
7.5
CROSSOVER TO BE
RETAINED FOR LOT 4 12
PROPOSED SEWER .6m
MAIN WITHIN 6m
WIDE EASEMENT
A
C 4.1
C m
E PROPOSED
S SHARED
S
- DRIVEWAY 1 in 2 MAX
M BATTER
900x600 GRATED INLET A 9m WIDE EASEMENT
WITH HEAVY DUTY 01 FOR ACCESS AND
(TYPICAL)
TRAFFICABLE GRATE SERVICES
PROPOSED
EXISTING SEWER
ROCK WALL
PUMPING STATION
BUND TO DIRECT
EXISTING STORMWATER
SEWER RUNOFF TO PIT 3/1
6m
150mm HIGH ROLL-UP
EASEMENT
KERB TO EDGE OF
DRIVEWAY
ROOFWATER SWALE AND BUND TO
STUB TO LOT 2 DIRECT STORMWATER
RUNOFF TO PIT 3/1
900x600 GRATED INLET
WITH HEAVY DUTY 3m WIDE STORMWATER
TRAFFICABLE GRATE DRAINAGE EASEMENT
BUND TO DIRECT
STORMWATER ROOFWATER
RUNOFF TO PIT 1/2 STUB TO LOT 3
ROOFWATER STUB
TO EXISTING PIT 900x600
FIELD INLET
STORMWATER DISCHARGE TO
EXISTING DRAINAGE RESERVE
EXISTING 1 in 3
BATTER DRAINAGE
FIELD INLET RESERVE
(TYPICAL)
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 2023
A 05-06-20 ORIGINAL ISSUE AD CL
DATUM AHD SHEET: 8 OF ..
0 5.0 10 15 20 25m
DESIGN AD ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN AD Director: CAMERON LANDRETH
SCALE 1:500 A3
DESIGN CHECK CL (RPEQ 19358) 07 5443 8285
R08 A
[email protected] www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE JUNE 2020 Barlow Shelley Consulting Engineers PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 9
4
SL82 MESH 14
9.
1
RP BDY
11
31
50mm (+/- 5mm)
9.
S
11
N
TOP COVER N32 CONCRETE
L
FS
1m 3m 3m 0.65m
5% 3% -3%
175
DESIGN LINE SETOUT - ACCESS DRIVEWAY (MA01) 80 R.L.118.00
67 41
*
100
POINT CHAINAGE EASTING NORTHING LEVEL BEARING RAD/SPIRAL A.LENGTH D.ANGLE
9. .3
9
11 19
RP BDY
L S1
IP 1 0.000 491533.540 7076083.520 121.077
FS N
TC 4.545 491538.067 7076083.121 121.350 1m 3m 3m 0.65m
IP 2 7.834 491541.467 7076082.821 121.380 R = 10.000 6.578 5% 3%
WATERPROOF -3%
CT 11.123 491543.974 7076080.505 121.407
MEMBRANE 100 DEEP CBR 45 SUBGRADE TO BE
IP 3 86.981 491599.693 7076029.029 119.055
SUB-BASE COURSE COMPACTED TO 98% 70 R.L.118.00
GRAVEL COMPACTED RDD STANDARD AND
04 13
TO 95% RDD MODIFIED
0. .6
PROOF ROLLED.
7
12 19
RP BDY
L S1
FS N
TYPICAL CONCRETE PAVEMENT DETAIL 1m 3.055m 3m 0.65m
1:20 @ A3
HI CH.11.727 RL.121.408 5% 3% -3%
IP CH.12.671 RL.121.424
IP CH.3.3 RL.121.339
IP CH.1.8 RL.121.302
IP CH.34.366 RL.120.99
PROPOSED LOT 1/2 BDY
60 R.L.118.00
CH. 7.662
5 8
RP BDY
10mm 'ABELFLEX' MASTIC 9.9
5
11
41
RP BDY
SEALANT OR APPROVED
0.
S
12
N
CH. 43.689
EQUIVALENT FOR FULL DEPTH
L
1m 4.5m 3m 0.65m
FS
PROPOSED LOT 2/3 BDY
ROCK
SL82 MESH 50mm (+/- 5mm) RETAINING
450mm LONG (OR APPROVED 5% 3%
TOP COVER. STOP MESH -3% WALL
INVERT OF EACH SIDE OF JOINT. EQUIVALENT PROPRIETARY
REINFORCED
PRODUCT)
CH. 86.981
EXISTING KERB CONCRETE
AND CHANNEL PAVEMENT
50 R.L.118.00
175
78 53
0. .3
3
12 20
RP BDY
L S1
FS N
1m 4.5m 3m 0.65m
5% 3% -3%
DOWELS SOCKETS
AND STAKE TO
MANUFACTURERS 40 R.L.119.00
SPECIFICATIONS
07 88
1. .7
7
12 20
RP BDY
CONSTRUCTION JOINT - CJ
L S1
FS N
AT 15m MAX CTS 1m 4.121m 3m 0.65m ROCK
HORIZ CURVE DATA R10m
1:20 @ A3 5%
RETAINING
3% -3%
2.5% WALL
VERTICAL GEOMETRY GRADE 12.5% 0.904% -2% -3.678%
VERTICAL GRADE LENGTH 1.8m 9.371m 21.695m 52.614m
1.5m
VERTICAL CURVE LENGTH VC5m VC8.39m 30 R.L.119.00
VERTICAL CURVE RADIUS
27 75
R172m R500m
SAW CUT SLAB 3mm WIDE x 1 4
1. .1
7
12 21
RP BDY
L S1
SL82 MESH SLAB DEPTH WITHIN 6-12 HOURS
DATUM RL113.0
FS N
50mm (+/- 5mm) OF POUR. FILL SAW CUT WITH 1m 3m 3m
CUT TOP COVER APPROVED SEALANT.
VOLUMES 1 0 0 0 0 5% 3% -3% 1 in -4
FILL 17 56 91 57 9
R.L.120.00
121.077
121.302
121.339
121.350
121.401
121.407
121.408
121.406
121.374
121.277
121.074
120.972
120.836
120.783
120.047
119.311
119.055
20
175
DESIGN CONTROL LINE
4 01
1. .4
12 21
L S1
121.071
121.104
121.196
121.215
121.235
121.251
121.250
121.187
120.984
120.882
120.746
120.693
119.957
119.221
EDGE OF
FS N
1m 3.082m 6.899m 1m
CONCRETE RIGHT
5% 3% -3% 0.56%
121.511
121.513
121.493
121.497
121.498
121.495
121.464
121.367
121.199
121.107
120.971
120.918
120.139
119.401
EDGE OF
CUT OUT EVERY
CONCRETE LEFT 10 R.L.120.00
SECOND WIRE
REINFORCED
35 61
DIRECTLY UNDER
121.077
121.216
121.216
121.235
121.402
121.386
121.375
121.358
121.308
121.175
120.781
120.599
120.415
120.353
119.613
119.144
118.955
SAWN JOINT - CJ
1. .2
CONCRETE
4
12 21
EXISTING SURFACE JOINT AND DEPRESS
L S1
AT 5m MAX CTS PAVEMENT
FS N
FABRIC LOCALLY
5.88m 8.158m 1m
1:20 @ A3
10.171
11.123
11.727
12.671
15.171
20.000
30.171
34.366
38.562
40.000
60.000
80.000
86.981
5%
0.000
1.800
3.300
4.545
CHAINAGE 2.6% -3% -2.22%
5 R.L.120.00
ACCESS DRIVEWAY (MA01) LONGITUDINAL SECTION
ACCESS DRIVEWAY (MA01) CROSS SECTIONS
1:500 (HORIZONTAL), 1:50 (VERTICAL) @ A3
1:200 @ A3
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 2023
A 05-06-20 ORIGINAL ISSUE AD CL
DATUM AHD SHEET: 9 OF ..
0 5.0 10 15 20 25m
DESIGN AD ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN AD Director: CAMERON LANDRETH
SCALE 1:500 A3
DESIGN CHECK CL (RPEQ 19358) 07 5443 8285
R09 A
[email protected] www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE JUNE 2020 Barlow Shelley Consulting Engineers PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 10
LEGEND
CATCHMENT BOUNDARY
1/1
2/1
3/1
4/1
STRUCTURE NAME
SW SW EXISTING STORMWATER
SW SW PROPOSED STORMWATER
with HEAVY DUTY TRAFFICABLE GRATE
with HEAVY DUTY TRAFFICABLE GRATE
STORMWATER MANHOLE NUMBER
ROAD FINISH SURFACE CONTOURS
900 x 600mm GRATED INLET
900 x 600mm GRATED INLET
900 x 600mm GRATED INLET
3.2
Q2 FLOW PATH STRUCTURE DESCRIPTION
T
R
HEADWALL
U
CATCHMENT AREA
O
C
CA13 CATCHMENT NAME
R
O
YL
TA
EXISTING EARTH Q10 HGL
BUND TO BE (10% AEP)
RETAINED
DISCHARGE TO
EXISTING DRAINAGE
CA01 RESERVE
0.2668 ha
ROOFWATER
STUB
CA02
0.2558 ha
900x600 GRATED INLET ROOFWATER
WITH HEAVY DUTY STUB PIPE SIZE (mm) 375 (2x)300 (2x)375
TRAFFICABLE GRATE 2 2 2
PIPE CLASS
PIPE GRADE (%) 3.73% 2.29% 1.08%
STORMWATER CA03 PIPE SLOPE (1 in X) 26.8 43.7 92.4
0.1953 ha
900x600 GRATED INLET PIPE FLOW (cumecs) 0.109 0.228 0.367
CA04 3m WIDE 0.339 0.293 0.365
WITH HEAVY DUTY CAPACITY FLOW (cumecs)
0.4184 ha STORMWATER
TRAFFICABLE GRATE
DRAINAGE FULL PIPE VELOCITY (m/s) 0.99 1.61 1.66
EASEMENT NORMAL DEPTH VELOCITY (m/s) 2.73 2.29 1.88
DATUM RL 103.000
120.299
0.900 119.940
0.921 118.518
0.942 118.315
0.450 117.697
0.450 117.563
0.800 117.510
STORMWATER
HGL ELEVATION
900x600 FIELD INLET WITH
ROOFWATER STUB
0.800
TO EXISTING PIT STUB TO LOT 3 DEPTH TO INVERT
119.697
491597.375E 118.998 118.077
118.056
491623.560E 117.700 117.250
117.250
491627.006E 118.000 117.200
117.200
STORMWATER DISCHARGE TO INVERT LEVEL OF DRAIN
STORMWATER EXISTING DRAINAGE RESERVE
491565.427E 120.597
EXISTING DESIGN SURFACE LEVEL
FIELD INLET DRAINAGE
7076057.002N
7076027.494N
7076003.887N
7076000.811N
RESERVE
SETOUT COORDINATES
0.000
43.491
78.746
83.365
CHAINAGE 43.491 35.255 4.619
LINE SW1
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 2023
A 05-06-20 ORIGINAL ISSUE AD CL
DATUM AHD SHEET: 10 OF ..
0 10 20 30 40 50m
DESIGN AD ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN AD Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK CL (RPEQ 19358) 07 5443 8285
R10 A
[email protected] www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE JUNE 2020 Barlow Shelley Consulting Engineers PO Box 899, Maroochydore,4558 ABN 89 215 591 077