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1443-Civil Rev D · OPW20/0127
ENGINEERING OPERATIONAL WORKS - NOOSA COUNCIL - PROJECT: PROPOSED CULVERT CONSTRUCTION AT 20 MITTI STREET, NOOSA HEADS CLIENT: FOR P LOXTON & S TRITTON PROJECT No: 1443 SCHEDULE OF DRAWINGS DWG DESCRIPTION PROPOSED SITE LOCATION. 1443-R01 Locality Plan & Schedule Of Drawings 1443-R02 General Notes 1443-R03 Overall Layout Plan 1443-R04 Culvert Details - Sheet 1 of 2 1443-R05 Culvert Details - Sheet 2 of 2 and Erosioin & Sediment Control NOOSA 1443-R06 Erosioin & Sediment Control Details NATIONAL PARK LOCALITY PLAN NTS DRAWING STATUS: FOR APPROVAL NOTE: THESE DESIGN DRAWINGS HAVE BEEN PREPARED FROM THIRD PARTY INFORMATION RECEIVED FROM THE FOLLOWING CONSULTANTS AND THEREFORE ALL SET-OUT, LEVELS AND LOCATIONS MUST BE CROSS CHECKED BY A LICENCED SURVEYOR BEFORE COMMENCING CONSTRUCTION TO ENSURE COMPLIANCE WITH CURRENT MAPPING GRIDS, HEIGHT DATUMS AND BUILDING SETBACKS. · SURVEYOR : MURRAY & ASSOCIATES - PH (07) 5441 2188 LEVEL DATUM: RP173874 PSM 1118; RL 33.131 p 07 5443 8285 e [email protected] w www.barlowshelley.com.au PROPERTY DESCRIPTION DRAWING NUMBER REV a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 LOTS 2 RP173874 20 MITTI STREET, NOOSA HEADS 1443-R01 D
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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
EW8. ANY IMPORTED FILLING MATERIAL REQUIRED TO MAKE UP SHORTFALLS IN
GN4. NOTIFY ALL RELEVANT AUTHORITIES PRIOR TO COMMENCEMENT OF WORK 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
OR TURFED IF EARTHWORKS ARE EXPECTED TO BE STANDARD DRAWINGS.
REPLACEMENT OF EXISTING FILLING MATERIAL. THIS NOTE SHALL APPLY TO
THE SUBGRADE UNDER ALL ROADS, DRIVEWAYS AND FILL BATTERS. DELAYED FOR MORE THAN 14 DAYS.
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
WHICH GENERALLY SHOULD NOT BE USED IF OTHER MINIMUM DEPTH OF 100mm (LIGHTLY COMPACTED) AND TURFED.
BE CALLED TO SITE TO DETERMINE THE PRESENCE OF ANY EXISTING FILL
UNDER DRIVEWAYS AND ASSOCIATED BATTERS. PROVIDE A BACKHOE FOR OPTIONS ARE AVAILABLE.
EARTHWORKS AND PAVEMENT THE TEST PIT EXPLORATION. THE ENGINEER MAY DIRECT EXISTING LOOSE
RD7. PAVEMENT MARKINGS AND SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH THE
QUEENSLAND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
SE2. SEDIMENT CONTROL FENCE:
CONSTRUCTION NOTES FILL TO BE REMOVED AND RE-COMPACTED.
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.
EW1. THE CONTRACTOR SHALL PROVIDE CERTIFICATION FROM A RPEQ QUALIFIED MAXIMUM CATCHMENT AREA 0.6 HA PER 100M LENGTH OF
FULLY OPERATIONAL BEFORE COMMENCING UP-SLOPE EARTHWORKS.
ENGINEER THAT THE WHOLE OF THE EARTHWORKS AND GEOTECHNICAL FENCE.
SUPERVISION COMPLIES WITH AS3798. i. WOVEN FABRICS ARE PREFERRED, NON-WOVEN FABRICS
EW12. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED
PRIOR TO COMMENCING EARTHWORKS. MAY BE USED ON SMALL WORK SITES, I.E. OPERATIONAL DRAINAGE NOTES
EW2. THE CONTRACTOR SHALL REFER TO GEOTECHNICAL INVESTIGATION PERIOD LESS THAN 6 MONTHS OR ON SITES WHERE DN1. 1.5m WIDE EASEMENTS SHALL BE CREATED OVER ALL INTER-ALLOTMENT
REPORT - (IF AVAILABLE) SIGNIFICANT SEDIMENT RUNOFF IS NOT EXPECTED.
EW13. FILL DENSITY TESTING SHALL CONFORM TO THE FOLLOWING: DRAINAGE LINES UNO.
EW3. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR j. WHERE FENCES NEED TO BE LOCATED ACROSS THE
a. 1 TEST PER 500 cu.m - GENERALLY
TO COMMENCING EARTHWORKS. CONTOUR - REFER IPEAW STANDARD DRAWING D-0040 FOR
b. 1 TEST PER 2 LAYERS PER 40m - TRENCH BACKFILL DN2. PIPE BEDDING AND BACKFILL ARE IN ACCORDANCE WITH LOCAL AUTHORITIES
DETAILS. REFERENCED SPECIFICATION AND/OR STANDARD DRAWINGS.
EW4. THE LIMITS OF CUTTING AND FILLING SHALL BE GENERALLY AS SHOWN ON THE k. FENCES ARE REQUIRED 2m MIN FROM TOE OF CUT OR FILL
EW14. PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING MINIMUM DRY
DRAWINGS. THE CONTRACTOR SHALL SET OUT THESE LIMITS FOR INSPECTION BATTERS, WHERE NOT PRACTICAL ONE FENCE CAN BE AT
DENSITY RATIO (M.D.D.R.) COMPACTION STANDARDS: DN3. PIPE MATERIALS ARE UPVC SEWER PIPE MINIMUM CLASS SN4; UPVC DRAINAGE
BY THE ENGINEER PRIOR TO CONSTRUCTION. AMENDMENTS TO EARTHWORKS THE TOE WITH A SECOND FENCE 1M MIN AWAY. FENCE
c. ALLOTMENTS = 98% STD PIPE PLASCOR OR EQUIVALENT OF EQUIVALENT CLASS TO UPVC SEWER CLASS
AND FINISHED SURFACE CONTOURS MAY BE ADJUSTED BY THE WRITTEN SHOULD NOT BE LOCATED PARALLEL WITH TOE IF
d. ROAD VERGES/EMBANKMENTS = 98% STD SN4; R.C.P. CLASS "2" RUBBER RING JOINTED OR F.R.C. PIPE CLASS "X" RUBBER
DIRECTION OF THE ENGINEER DURING CONSTRUCTION. CONCENTRATION OF FLOW WILL OCCUR BEHIND THE FENCE.
e. PAVEMENT SUBGRADE = 100% STD FOR NON-COHESIVE RING JOINTED.
MATERIALS, M.D.D.R. = 80%
EW5. SITE PREPARATION: SE3. TEMPORARY CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP: DN4. UPVC PIPES ARE EITHER RUBBER RING JOINTED OR SOLVENT WELD JOINTED.
a. STRIP TOPSOIL MIN 150 OR MORE AS REQUIRED TO REMOVE ALL l. ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY STANDARD MANUFACTURER'S FITTINGS ARE USED IN BOTH CASES.
VEGETABLE MATTER TO THE BASE OF THE SUB GRADE. FROM ENTRY/EXIT.
m. WHEEL - WASH OR SPRAY UNIT MAY BE REQUIRED DURING DN5. FRC AND RCP SYSTEMS ARE CONSTRUCTED BY EMBEDDING THE LOWER PRECAST
b. FURTHER EXCAVATE IF REQUIRED TO BOX OUT TO MINIMUM PAVEMENT WET WEATHER. SECTION INTO A WET CAST-INSITU CONCRETE BASE. CUT OUTS FOR PIPE
THICKNESS. REMOVE AND RE-COMPACT FILL AS PER GEOTECHNICAL
PENETRATIONS ARE MADE USING CONCRETE SAWS/DRILLS WHILE MINIMIZING
REPORT NOTE ON THIS DRAWING. SE4. SAFETY ISSUES MUST BE CONSIDERED AT ALL TIMES, INCORPORATE DAMAGE TO THE ADJACENT PIPE MATERIALS.
TRAFFIC CONTROL DEVICES .
c. COMPACT SUBGRADE TO A MIN RELATIVE DENSITY RATIO OF 98%
DN6. LIDS TO CAST-IN-SITU MANHOLES ARE LIGHT DUTY, CLOSE FITTING BOLT DOWN
STANDARD COMPACTION AS DEFINED IN AS 1289 IN THE TOP 200. SE5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL
ASSOCIATED CONSULTANTS DETAILS SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN
CAST IRON OR GALVANISED STEEL, CONCRETE INFILL TYPE (GATIC LIGHT DUTY,
POLYCRETE BROADSTEL OR SIMILAR) OF APPROXIMATELY THE SAME INTERNAL
d. COMPACT AND PROOF ROLL ALL PREPARED SUBGRADE AREAS PRIOR TO ADDRESSED AS STIPULATED IN THE ENVIRONMENTAL MANAGEMENT
AC1. REFER ARCHITECTURAL CONSULTANT FOR: DIMENSIONS AS THE MANHOLE.
PLACING ANY FILLING. COMPACTION SHALL BE 100% COMPACTION AS PLAN. ADDITIONAL OR DIFFERENT SEDIMENT & EROSION CONTROL
MEASURED BY THE STANDARD METHOD DESCRIBED IN AS1289 UNO. a. BUILDING AND CARPARK LAYOUT AND SETOUT
DEVICES MAY BE REQUIRED DURING CONSTRUCTION PHASE TO DN7. ALL STEEL GRATES AND FRAMES TO BE HOT DIPPED GALVANIZED AND SHALL BE
b. BUILDING SET DOWNS EXTERNALLY
COMPLY WITH THE ABOVE. CYCLE PROOF IN ACCORDANCE WITH AS 3996.
e. EXCAVATE AND REPLACE WITH STRUCTURAL FILL ANY SOFT SPOTS OR
HEAVING SUBGRADE AREAS. STRUCTURAL FILL SHALL BE APPROVED AC2. REFER LANDSCAPE ARCHITECTS FOR:
SE6. TEMPORARY STOCKPILES TO HAVE 1:6 SIDE BATTERS (MAXIMUM) AND DN8. LIDS MATCH FINISHED SURFACE GROUND SLOPE AND SIT PROUD AS SHOWN ON
GRANULAR FILL (100mm MAXIMUM PARTICLE SIZE, MINIMUM SOAKED CBR c. ALL CONCRETE HARDSCAPE FINISHES INCLUDING ROADS,
BE SHAPED TO ENSURE RUN-OFF IS TREATED AND MANAGED TO THE THE LOCAL AUTHORITIES STANDARD AND ARE MARKED "STORMWATER"
15 PLACED IN LAYERS NOT EXCEEDING 200mm AND COMPACTED TO CARPARKS, FOOTPATHS AND FOOTPATH BANDS
SATISFACTION OF THE SUPERINTENDENT. ALL EXPOSED STOCKPILE IMPRESSED INTO THE CONCRETE INFILL. INFILL CONCRETE IS CLASS N25.
ACHIEVE NOT LESS THAN 98 % MAXIMUM RELATIVE DRY DENSITY d. ALL EXTERNAL CONCRETE HARDSCAPE FINISHES FOR
SURFACES TO BE GRASS SEEDED. SEDIMENT FENCES AND CUT-OFF
(STANDARD), OR 75 % DRY DENSITY INDEX IN ACCORDANCE WITH AS 1289. PEDESTRIAN / CYCLE PATHWAY LINKS.
DRAINS MAY BE REQUIRED. DN9. MATERIALS AND CONSTRUCTION ARE IN ACCORDANCE WITH COUNCIL'S
SITE FILLING MATERIAL AND COMPACTION UNDER THE PAVING AND
AC3. HYDRAULIC CONSULTANTS STANDARD SPECIFICATION FOR STORMWATER DRAINAGE.
BUILDING SHALL BE AS ABOVE.
e. INTERNAL SEWERAGE LAYOUT
f. INTERNAL DRAINAGE FOR ROOFWATER AND RAINWATER DN10. THE CONTRACTOR SHALL CONFIRM ALL LEVELS BEFORE COMMENCING WORK.
TANKS
g. INTERNAL RETICULATION WATER MAINS DN11. THE CONTRACTOR SHALL CONTACT ALL RELEVANT AUTHORITIES AND LOCATE
NOTE:
ALL SERVICES BEFORE COMMENCING WORK.THE CONTRACTOR SHALL BE
EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE DESIGNED
RESPONSIBLE FOR ANY DAMAGE CAUSED TO SERVICES BY THE WORKS
UNDERGROUND SERVICES AC4. REFER SURVEYOR FOR:
h. PSM TO AHD
AND PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL EROSION
IRRESPECTIVE OF WHETHER THE SERVICES ARE SHOWN ON THE DRAWINGS OR
CONTROL ASSOCIATION (AUSTRALASIA) 2018's "BEST PRACTICE
i. EXISTING CONTOURS, SPOT LEVELS, SERVICES, NOT.
UNDERGROUND SERVICES HAVE BEEN LOCATED ONLY WHERE OBVIOUS. SOME SERVICES EROSION AND SEDIMENT CONTROL FOR BUILDING AND
THAT WERE NOT OBVIOUS AND ARE NOT SHOWN ON THE PLAN MAY STILL BE PRESENT. IT BUILDINGS, FENCES, ETC. CONSTRUCTION SITE.
IS THE RESPONSIBILITY OF ANY PERSON EXCAVATING / BUILDING, ON OR ADJACENT TO
THE SITE TO CONFIRM WITH THE RELEVANT AUTHORITY THE LOCATION OF SERVICES.
THE AUTHOR OF THIS PLAN ACCEPTS NO RESPONSIBILITY FOR DAMAGE TO SERVICES
SHOWN OR NOT SHOWN ON THIS PLAN.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED CULVERT CONSTRUCTION 1443
A 14/07/2020 FOR APPROVAL LN DK 20 MITTI STREET, NOOSA HEADS
B 23/07/2020 MINOR CHANGES LN DK DATUM AHD SHEET: 2 OF 6
FOR P LOXTON & S TRITTON
DESIGN LN
NOT TO SCALE ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN LN DANIEL KENNA
p 07 5443 8285 GENERAL NOTES B
DESIGN CHECK DK (RPEQ 15522)
e [email protected] w www.barlowshelley.com.au
R02
This drawing is not to be copied or amended without written permission from
DATE 14/07/2020 Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 3
S
S
S
PROPOSED 5000L RAINWATER TANK TO
BE CONNECTED TO ROOFWATER
DRAINAGE. OUTLET PIPE TO BE OD50mm EXISTING LEGEND
S
TO ENSURE NO IMPACT TO
DOWNSTREAM PROPERTIES
E
SW SW EXISTING STORMWATER
S S EXISTING SEWER MAIN
S
W W EXISTING WATERMAIN
EXISTING DRAIN
E
EXISTING DRIVEWAY TO
T BE RE-CONSTRUCTED E E EXISTING ELECTRICITY - UNDERGROUND
T
PROPOSED 5/600 x 300
Emt D RP206739 Emt A RP206739 MIN LEVEL RL13.80
S
RCBC (10 x 1.2m UNITS) T T EXISTING TELECOMMUNICATION
T
E
INSTALL FLOOD DEPTH
T
EXISTING TREE
EE
GAUGES EITHER SIDE EXISTING 3 x 100Ø RCP
1 PP 2 NATURAL SURFACE CONTOURS
T TE TO BE TAKEN UP AND
TR
T T T
T
EXISTING BOUNDARY REMOVED
T EXISTING BUILDING (3 Bedrooms)
IS
T
PROPOSED EASEMENT A S
S
T
EPL
ITT
W W E W E
W W W W E W S
WM EXISTING BOUNDARY W
W W T E
M
E W T E
EPROPOSED
W EASEMENT B
T
EXISTING CONCRETE DRIVEWAY W T E
LEGEND
W T
T T E W W W
T E W
S
W T E E W T E E W T E
S T T T E
6 5 E W
EXISTING BUILDING
SW
SW
SW
E
PROPOSED DRIVEWAY
T
E
W
S
EXISTING RE-CONSTRUCTION
T
RAIN MAY CAUSE
FLOOD WATERS TO RISE
KEEP OFF THE FENCED
S
AREA DURING HEAVY RAIN
CONCRETE
W
FLOOD WARNING DRIVEWAY PROPOSED POOL FENCE
T
E
S W RAIN MAY CAUSE
E
SIGN - TYPICAL
FLOOD WATERS TO RISE
S
KEEP OFF THE FENCED
AREA DURING HEAVY RAIN
PROPOSED POOL FENCE WITH FLAP
W T
S
S W
T
E
PROPOSED BOUNDARY PROPOSED SIGNAGE
E
S
RAIN MAY CAUSE
FLOOD WATERS TO RISE
KEEP OFF THE FENCED
AREA DURING HEAVY RAIN
S W
T
T
S
E
W
E
S W
E
TE
T
EXISTING CONCRETE
S
S DRAIN
EXISTING BOUNDARY
LOT 1
EXISTING BOUNDARY
BOUNDARY CO-ORDINATES
S
POINT COORDINATES
S
No. EAST NORTH
S
LOT 2 RAIN MAY CAUSE
FLOOD WATERS TO RISE
RAIN MAY CAUSE
FLOOD WATERS TO RISE
1 1937.999 6945.067
KEEP OFF THE FENCED KEEP OFF THE FENCED
AREA DURING HEAVY RAIN AREA DURING HEAVY RAIN
2 1999.959 6944.923
S
S
3 1999.953 6916.517
4 1953.803 6916.611
S
5 1953.854 6941.369
PROPOSED FENCE ON
BOUNDARY SHALL BE 6 1936.014 6941.41
EXISTING BUILDING 1.8m HIGH
S
S S
RAIN MAY CAUSE EXISTING BOUNDARY
FLOOD WATERS TO RISE
KEEP OFF THE FENCED
4 3
AREA DURING HEAVY RAIN
S
EXISTING WALKWAY TO EXISTING WALKWAY TO
BE DEMOLISHED BE RETAINED AND
EXTENDED
FLOOD WARNING SIGN
S
PROPOSED SIGNAGE TO INCLUDE AN
INTERNAL DIAGRAM OF THE HOUSE
SHOWING EVACUATION VIA ELEVATED CAUTION -
EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE
WALKWAY
S
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 TO EXISTING SERVICES SHALL BE BORNE BY
THE CONTRACTOR.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED CULVERT CONSTRUCTION 1443
A 14/07/2020 FOR APPROVAL LN DK 20 MITTI STREET, NOOSA HEADS
B 20/07/2020 EXISTING SERVICES AMENDED LN DK DATUM AHD SHEET: 3 OF 6
0 2 4 6 8 10m FOR P LOXTON & S TRITTON
C
D
23-07-20
18/0/2020
MINOR CHANGES
RAINWATER TANK ADDED
LN
LN
DK
MB
DESIGN LN ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN LN DANIEL KENNA
SCALE 1:200 A3 OVERALL LAYOUT PLAN
DESIGN CHECK DK (RPEQ 15522) p 07 5443 8285 R03 D
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 14/07/2020 Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 4
CULVERT SETOUT CO-ORDINATES LEGEND EXISTING LEGEND
DRIVEWAY CENTER LINE
Chainage Easting Northing Bearing POINT COORDINATES PROPOSED DRIVEWAY SW SW EXISTING STORMWATER
Pt Level
No. EAST NORTH RE-CONSTRUCTION S S EXISTING SEWER MAIN
IP1 0 1974.209 6941.266 14 NOTE: NOTE: RL13.802 PROPOSED LEVEL
1 1979.53 6941.447 W W EXISTING WATERMAIN
· EXISTING WATER SERVICE IN REFER TO DWG R03 FOR
IP2 2.839 1977.034 6940.981 13.81 2 1981.765 6941.101 CONDUITS TO BE LOWERED. DATUM POINT COORDINATES EXRL 13.526 EXISTING LEVEL E E EXISTING ELECTRICITY - UNDERGROUND
3 CLEARANCE BETWEEN CULVERT EXISTING TELECOMMUNICATION
IP3 7.691 1981.841 6940.326 13.81 1981.796 6941.299 EXISTING SURVEY TREE LEVEL T T
BASE AND TOP OF PIPE 150mm
4 1983.286 6941.068 MIN EXISTING WATER SERVICE EXISTING TREE
IP4 10.686 1984.822 6940.037 13.81 WOL 13.413
· ELECTRICITY SERVICE TO BE NOTE: OBVERT LEVEL
5 1982.919 6938.696 NATURAL SURFACE CONTOURS
IP5 12.928 1987.063 6940.083 13.846 CLEAR 500mm MIN FROM CONTRACTOR TO PROVIDE
6 1981.428 6938.927 WATER SERVICE CONDUIT EROSION AND SEDIMENT EXISTING TELSTRA SERVICE
TOL 12.413
IP6 15.799 1989.934 6940.14 13.98 7 1981.398 6938.729 · TELECOMMUNICATION SERVICE MEASUREMENTS & TEMPORARY OBVERT LEVEL
TO BE CLEAR 300mm MIN FROM FLOW DIVERSION PUMP AROUND
8 1979.163 6939.075 EXISTING ELECTRICITY SERVICE
WATER SERVICE CONDUIT SITE OF WORKS EOL 12.413
OBVERT LEVEL
PROPOSED POOL FENCE
PROPOSED POOL FENCE WITH FLAP
PROPOSED SEDIMENT FENCING
X SFX
TEMPORARY ROCK CHECK DAMS
EX
IST
ING
DR
AIN
S
· EXIL 13.10
EXISTING VEGETATION
TO REMAIN S
A
R05
S
PROVIDE SEDIMENT FENCES · EXIL 13.12 SAW CUT EXISTING
SAW CUT EXISTING S
FOR CLEAN WATER DIVERSION - TYPICAL EXISTING DRIVEWAY TO CONCRETE
S CONCRETE
S BE RE-CONSTRUCTED S
S ·EXRL 13.25 · EXRL 13.25 MIN LEVEL RL13.80
C
R05
S
0
3.8
S 6 S
9 1
S
X RL1 66 01 3.6
X X SF X .80 13. 02 3.52
6
3.8 RL 1 X X X
S 13 L 3.8 1
1 X
X X RL EX
R
EXRL 13.29 1 R L RLXEX X XS EX
S X X · RL EX EXRL 13.30
X X RL
13.
X X X · X 83
X X X X S
EXISTING CARPORT
S S S
S S
S S
0.6m S S 6
.97
S S
1 4 12
0.5%
.02 PROPOSED 5/600 x 300
0
93 3
2.5 13 3 OL
.81 3.8
W 1 1 64 W RCBC USIL13.25
OL
5
W
OL 13 1 2 7 12. 09
.35
W W
.11 L
E T
E W E B L
RL EXR E
W .9 DSIL13.23 W W W
12
E W
T W E
W ER0
W 13 EO W 12 W T
L
T E W W L W E
EO
OL E
T T 5 · E E W E W (REFER TO R05 FOR W T W
EO
T W E E E E E W E
T W W W 4 E TW W E
T W W
9
7.03% T W E DETAILS) T
5
E
.42
T T T T E E E T E
T T
.78 E
13
T T
3
T 8 T T T T E
1.2m
T T
.41
T E
.42 12
OL
E
.81 7 26
13
12 L
W
4 .9
6 TO
OL
13 .67 2.2 OL 12
.98
W
RL L 13 1
8
T OL
15
L 13
10
0.5%
TO T
EXISTING EX
R RL
CONCRETE 8 0 EX B
DRIVEWA .81 3.5
2.4m
Y 13 RL 1 R05
1
L
R X 3.8 84 .81 1
E 1 .6 13 3.8
RL L 13 RL RL 1
18 XR EX 4.66%
3.8 18 91
E
1.2m
1
RL 1 1 3.8 3.6
RL XRL
E 8
6
19 96 EXISTING CONCRETE DRIVEWAY
7 1 3.8 13.5
RL XRL 9
E 5 . 7 81 06
13 13.
EXIL 13.35 · RL XRL
R05
C
·
EXIL 13.34 E
EXISTING WATER
13.81
SERVICE TO BE EXRL
LOWERED RAIN MAY CAUSE
· EXIL 13.34
· EXIL 13.35
FLOOD WATERS TO RISE
(MIN CLEARANCE WITH KEEP OFF THE FENCED
AREA DURING HEAVY RAIN
· EXRL 13.88
BOX BASE 150mm)
A
R05
13.79
EXRL · EXRL 13.88
EXI
· EXRL 13.971
STIN
13.81
GC
PROVIDE TEMPORARY ROCK CHECK DAMS; EXRL
ONC
REFER TO R06 FOR DETAILS - TYPICAL
RET
ED
CAUTION -
RAI
EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE
N
EXACT LOCATION OF ALL EXISTING SERVICES IN THE VICINITY
· EXIL 13.36 OF THE PROPOSED WORKS PRIOR TO THE START OF ANY
CONSTRUCTION. THE COST OF ANY RECTIFICATION WORKS
· EXIL 13.37
DUE TO DAMAGE TO EXISTING SERVICES SHALL BE BORNE BY
THE CONTRACTOR.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED CULVERT CONSTRUCTION 1443
A 14/07/2020 FOR APPROVAL LN DK 20 MITTI STREET, NOOSA HEADS
B 20/07/2020 EXISTING SERVICES AMENDED LN DK DATUM AHD SHEET: 4 OF 6
0 0.5 1.0 1.5 2.0 2.5m FOR P LOXTON & S TRITTON
C 23-07-20 MINOR CHANGES LN DK DESIGN LN ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN LN DANIEL KENNA
SCALE 1:50 A3 CULVERT DETAILS - SHEET 1 OF 2
DESIGN CHECK DK (RPEQ 15522) p 07 5443 8285 R04 D
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 14/07/2020 Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 5
1.2m HIGH POOL FENCE
WITH 300 x 900 FLAPS.
FENCE TO BE INSTALLED IN
ACCORDANCE WITH FIGURE 2 & 3
BY SLR CONSULTING. FLAPS MUST
EXISTING VEGETATION
REST ON A LEVEL CONCRETE
TO REMAIN
APRON
DRIVEWAY MIN
LEVEL RL13.80
EXCAVATE TO SUIT NEW RCBC
LEVEL (IF REQUIRED); NOTE:
1.2m
0.3m
PROVIDE RIP-RAP PROTECTION · EXISTING WATER SERVICE IN
1.2m 1.2m
WITH GEOFABRIC PROTECTION CONDUITS TO BE LOWERED.
UNDER CLEARANCE BETWEEN CULVERT
BOTTOM OF BASE AND TOP OF PIPE 150mm
TOP OF BANK BANK RL13.138 MIN
0.25
RL13.237 · ELECTRICITY SERVICE TO BE
0.57m
0.18
CLEAR 500mm MIN FROM
0.3
USIL13.25 USIL13.23 NATURAL SURFACE WATER SERVICE CONDUIT
· TELECOMMUNICATION SERVICE
TO BE CLEAR 300mm MIN FROM
100 MIN PROVIDE RIP-RAP PROTECTION
EXISTING WATER WATER SERVICE CONDUIT
WITH GEOFABRIC PROTECTION
SERVICE OL13.107 TO BE UNDER
PROPOSED 5/600 x 300 LOWERED - SEE NOTE
RCBC
EXISTING TELSTRA
OL12.719 EXISTING ELECTRICITY
OL 12.611
A
A SECTION A
EW01
R04 1:50 (A3)
0 3.77m
14.0
RL 10 0 .98
.8 .81 10 13
13 13 .8 RL
0.115
RL RL 13
RL
0.6
0.3
0.25min
EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING CARPORT
0.115
EXISTING DRIVEWAY TO EXISTING DRIVEWAY TO
BE RE-CONSTRUCTED IN BE RE-CONSTRUCTED IN
ACCORDANCE WITH ACCORDANCE WITH
COUNCIL STD SEQ R-050; COUNCIL STD RS-050;
MIN LEVEL RL13.80 PROPOSED 5/600 x 300 MIN LEVEL RL13.80
RCBC
B SECTION B
A
EW01
R04 1:50 (A3)
EXISTING VEGETATION
TO REMAIN
PROPOSED DRIVEWAY IN ACCORDANCE
WITH COUNCIL STD RS-050;
MIN LEVEL RL13.80
18 10 .80
1 3.8 13
.8
L13
RL 0.5% RL R
E
NATURAL SURFAC NATURA
L SURFA
EXISTING DRIVEWAY CE
PROPOSED CONCRETE
PAVEMENT
C SECTIONC
SECTION A - DRIVEWAY TYPICAL CROSS SECTION
EW01
R04 1:50 (A3)
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED CULVERT CONSTRUCTION 1443
A 14/07/2020 FOR APPROVAL LN DK 20 MITTI STREET, NOOSA HEADS
B 20/07/2020 EXISTING SERVICES AMENDED LN DK DATUM AHD SHEET: 5 OF 6
0 0.5 1.0 1.5 2.0 2.5m FOR P LOXTON & S TRITTON
C
D
23-07-20
8/18/2020
MINOR CHANGES
FLAP DIRECTION ON THE FENCE MODIFIED
LN
LN
DK
MB
DESIGN LN ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN LN DANIEL KENNA
SCALE 1:50 A3 CULVERT DETAILS - SHEET 2 OF 2 AND
DESIGN CHECK DK (RPEQ 15522) p 07 5443 8285 R05 D
e [email protected] w www.barlowshelley.com.au
DATE 14/07/2020
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 EROSION & SEDIMENT CONTROL
Page 6
FABRIC
2m POST
CLEAN SAND OR SPACING FOR CHECK DAMS
FABRIC FABRIC AGGREGATE GRADE (%) SPACING
(m)
POST 150 TO 300mm NOMINAL DIAMETER HARD,
2 50
FINAL BATTER 5 20 EROSION RESISTANT ROCK.
BACK FILL 10 10 SMALLER ROCK MAY BE USED IF SUITABLE
15 7 LARGE ROCK IS NOT AVAILABLE.
300 mm 20 5
200 mm
SOIL
FLOW FLOW
(a) LOCATION OF FENCE RELATIVE TO BASE OF SLOPE (b) ANCHORING BASE OF FABRIC
'U' SHAPED CHECK DAM
PLAN
OPTIONAL GEOTEXTILE
1 SPLASH PAD PLACED BELOW
DAM TO REDUCE EROSION AT
FENCE IS LOCATED ALONG THE CONTOUR, THE BASE OF THE CHECK DAM
OTHERWISE 5 TO 10 M DEPENDING ON SLOPE. (GENERALLY NOT REQUIRED)
3 m (max) WITH WIRE BACKING,
OTHERWISE 2 m (max)
DIRECTION OF FLOW 1.5 m (min)
1
A 150 mm (min) A
OUTER WING POINTS A TO BE
B AT LEAST 150 MM ABOVE
CREST LEVEL B
ALL SUPPORT POSTS PLACED NOTE:
FABRIC BURIED DOWN-SLOPE OF FABRIC CHECK DAM CATCHMENT AREA
200 mm LIMITED TO 4.00 Ha. DEVICE IS
SEDIMENT FENCE FABRIC, NOT INTENDED FOR VELOCITY
FILTER CLOTH OR SHADE SECTION 1-1
CONTROL ONLY - SEDIMENT
CLOTH COLLECTION IS A SECONDARY
PURPOSE.
INSTALLATION OF SEDIMENT FENCE ROCK CHECK DAM
NOT TO SCALE NTS
CHECK DAMS - REFER TO IECA STD RCD -01
NOTE:
THE EROSION & SEDIMENT CONTROL PLAN IS A
CONCEPT PLAN DEMONSTRATING AN APPROACH TO
EROSION & SEDIMENTATION CONTROL FOR THE SITE. IT
IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE AN
EROSION & SEDIMENT CONTROL DESIGN AND A
COMPLETED DESIGN CERTIFICATE PRIOR TO
COMMENCEMENT OF WORK.
EROSION & SEDIMENT CONTROL MEASURES TO BE IN
ACCORDANCE WITH IECA PUBLICATION & STANDARD
DRAWINGS.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED CULVERT CONSTRUCTION 1443
A 23/07/2020 FOR APPROVAL LN DK 20 MITTI STREET, NOOSA HEADS
DATUM AHD SHEET: 6 OF 6
0 0.5 1.0 1.5 2.0 2.5m FOR P LOXTON & S TRITTON
DESIGN LN ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN LN DANIEL KENNA
SCALE 1:50 A3 EROSION & SEDIMENT CONTROL DETAILS
DESIGN CHECK DK (RPEQ 15522) p 07 5443 8285 R06 A
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 14/07/2020 Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
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