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Log in to see the plans as drawn- NOOSA COUNCIL APPROVED PLAN OPW16/0203 5 DEC 2016 [OCR of page images] PALM LAKE RESORT - COOROY 19 TRADING POST ROAD, COOROY DRAWING INDEX ROADWORKS AND DRAINAGE 16-001014-100 16-001014-101 16-001014-102 16-001014-103 16-001014-104 16-001014-105 16-001014-106 16-001014-107 16-001014-108 16-001014-109 16-001014-110 16-001014-111 16-001014-112 16-001014-113 16-001014-114 16-001014-115 16-001014-116 16-001014-117 16-001014-118 16-001014-119 16-001014-120 16-001014-121 16-001014-122 SEWERAGE RETICULATION 16-001014-200 16-001014-202 16-001014-203 16-001014-210 WATER SUPPLY 16-001014-300 16-001014-301 STORMWATER QUALITY 16-001014-400 16-001014-401 16-001014-402 16-001014-403 16-001014-404 CENTRAL BASIN SETOUT PLAN SHEET 1 OF 4 16-001014-405 CENTRAL BASIN SETOUT PLAN SHEET 2 OF 4& 16-001014-406 CENTRAL BASIN SETOUT PLAN SHEET 3 OF 4& 16-001014-407 CENTRAL BASIN SETOUT PLAN SHEET 4 OF & 16-001014-408 16-001014-409 16-001014-410 16-001014-411 16-001014-412 16-001014-413 DRAWING INDEX AND LOCALITY PLAN OVERALL LAYOUT PLAN ROADWORKS AND DRAINAGE LAYOUT PLAN ROADWORKS AND DRAINAGE NOTES AND DETAILS BULK EARTHWORKS LAYOUT PLAN BULK EARTHWORKS NOTES, DETAILS AND SECTIONS EROSION AND SEDIMENT CONTROL LAYOUT PLAN EROSION AND SEDIMENT CONTROL NOTES AND DETAILS ROAD 2 LONGITUDINAL SECTION ROADS 11, 12 AND 13 LONGITUDINAL SECTIONS AND TYPICAL SECTIONS CARPARK SETOUT AND DETAILS SURVEY SETOUT LAYOUT PLAN STORMWATER DRAINAGE CATCHMENT PLAN SHEET 1 OF 2 STORMWATER DRAINAGE CATCHMENT PLAN SHEET 2 OF 2 STORMWATER DRAINAGE LONGITUDINAL SECTIONS SHEET 1 STORMWATER DRAINAGE LONGITUDINAL SECTIONS SHEET 2 STORMWATER DRAINAGE LONGITUDINAL SECTIONS SHEET 3 STORMWATER DRAINAGE Q10 CALCULATIONS TABLE STORMWATER DRAINAGE Q100 CALCULATIONS TABLE STORMWATER DRAINAGE STRUCTURE DETAILS SHEET 1 OF 2 STORMWATER DRAINAGE STRUCTURE DETAILS SHEET 2 OF 2 FOOTPATH SETOUT AND LONGITUDINAL SECTIONS FOOTPATH CROSS SECTIONS OF 3 OF 3 OF 3 SEWERAGE RETICULATION NOTES AND LOCALITY PLAN SEWERAGE RETICULATION LONGITUDINAL SECTION SHEET 1 OF 2 SEWERAGE RETICULATION LONGITUDINAL SECTION SHEET 2 OF 2 SANITARY SERVICES SITE PLAN WATER SUPPLY NOTES AND DETAILS WATER SUPPLY LAYOUT PLAN WATER QUALITY NOTES AND DETAILS SOUTHERN BIORETENTION BASIN LAYOUT PLAN SOUTHERN BIORETENTION BASIN SECTIONS CENTRAL BASIN LAYOUT PLAN CENTRAL BASIN SECTIONS SHEET 1 OF 2 CENTRAL BASIN SECTIONS SHEET 2 OF 2 WATER QUALITY RISER OUTLET PIT DETAILS NORTHERN BASIN LAYOUT PLAN NORTHERN BASIN SECTIONS NORTHERN BASIN DETAILS STAGE 2 CONSTRUCTION HOLD POINT PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY LEVELS OF ALL EXISTING CROSSINGS AND CONNECTION POINTS. CONSTRUCTION HOLD POINT ONCE THE BASE OF MANHOLES, INSPECTION PITS, GULLIES AND FIELD INLETS FOR STORMWATER DRAINAGE AND SEWER RETICULATION HAVE BEEN POURED, FURTHER CONSTRUCTION SHALL NOT PROCEED UNTIL THE SUPERINTENDENT AND OR ENGINEER HAVE INSPECTED THE WORKS FOR FINISHED LEVELS AND APPROVED CONSTRUCTION TO CONTINUE. CONSTRUCTION NOTE THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH: - STORMWATER QUALITY MANAGEMENT REPORT - CALIBRE CONSULTING - 16-001014-01A - SEPTEMBER 2016 - STORMWATER MANAGEMENT CONSTRUCTION AND MAINTENANCE - CALIBRE CONSULTING - 16-001014-02A - SEPTEMBER 2015 - TRAFFIC IMPACT ASSESSMENT - CALIBRE CONSULTING - B14158ERO1C - DECEMBER 2014 - ACOUSTIC ASSESSMENT REPORT - ASK CONSULTING ENGINEERS - 7617RO1VO2 10/02/16 - ELECTRICAL CONSULTANTS PLANS - ELECTRO TECHNICAL CONSULTANTS - K3173 DRAWING SET (ENERGEX PROJECT NUMBER - $0500378) - LANDSCAPE ARCHITECT PLANS - TBA No. OF LOTS : 1 No. UNITS = 65 AREA OF SITE = 2.9 ha RP DESCRIPTION LOT 1 ON RP215922 PARISH OF TEWANTIN COUNTY OF MARCH DATUM LEVEL P.S.M. 24974 RL 110.614 AHD NOOSA COUNCIL APPROVED PLAN OPW16/0203 5 DEC 2016 =) LOCALITY PLAN NTS. U.B.D. REF: AUSTRALIAN CITY STREETS MAP: 4 | GRID: R20 N.S.C. REF NO. MCU15/0111 & REC15/0031 Test [case ama] are con oneox SALE METRES THCROFEN Wo Tien TaAWEIG THE AMENDMENT DETALLES SURVEYOR: ML_ SURVEYS Tk F + Tr TSSUED FOR CONSTRUCTION - PENDING COUNCIL APPROVAL FB teybourne pireet. Chelmer QLD 4068 PALM LAKE WORKS PTY LTD < —— (CONSULT AUSTRALIA DRAWING INDEX AND uw mr Job: [email protected] y é 8 BF _[ BF | 31.10.16 [ORAWING INDEX AMENDED or we a a PROIEGT — A LOCALITY PLAN ie moon oo |e ne PALM LAKE RESORT calibre Se en e % DRAWS WER eve Ne 16-00101 f . Telephone 07 3895 3444 Facsimile 07 36953400 SomeaNY Sir FOR 2 ON BEHALF OF CAUBRE CORSULTING (QLD! PTY LTD STAGE 2 CONSULTING rcure uaa te ws acco ORM 16-001014-100 B
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Full text of pages 2 to 41 (of 45)
Page 2
-
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC2016
[OCR of page images]
LEGEND
PROPOSED STAGE BOUNDARY
PROPOSED CONCRETE EDGE
PROPOSED BARRIER KERB ONLY (CARPARKS)
EXISTING MOUNTABLE KERB AND CHANNEL
PROPOSED STORMWATER DRAINAGE
EXISTING STORMWATER DRAINAGE
PROPOSED SEWER RETICULATION
EXISTING SEWER RETICULATION
PROPOSED WATER RETICULATION
EXISTING WATER RETICULATION
EXISTING UNDERGROUND COMMUNICATIONS
EXISTING UNDERGROUND COMMS AND ELECTRICAL
DESIGN SURFACE CONTOUR (0.25m INTERVAL)
EXISTING SURFACE CONTOUR (0.50m INTERVAL)
PROPOSED CONCRETE SLEEPER RETAINING WALL
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC2016 }\.
~
\ ie \ AN
\ CONSTRUCT MODIFIED HEADWALL
FOR TWIN 750% IN ACCORDANCE _
~WITH TMR. STD. DRG. 1304.
‘D’ TO OUTLET VIA WING WALL. 0
_ Sy
LINE
K =3y
WANN
CLUBHOUSE
u
REFER DRAWINGS
- 16-001014-400 & 401 FOR
eS. 7,
CONSTRUCT SPLITTER MANHOLE
OVER EXISTING 825 PIPE.
IN REFER DETAIL ON 16-001014-119
Ps \
, \
\\
\.
ENSURE RETAINING WALL POSTS DO NOT CLASH/
BRIDGE PROPOSED 600% STORMWATER PIPE
aa
AA ea
‘N
— SPLITTER MANHOLE
, REFER DETAIL ON
\, 16-001014-120
\
EXISTING CONCRETE SLEEPER RETAINING WALL exe
PROPOSED BOULDER RETAINING WALL ci .
p-
PROPOSED CONCRETE PAVEMENT feesa at
2 X 100% UPVC ROOFWATER CONNECTIONS \ _
a MIN. 900mm COVER TO EXTEND 300mm PAST et
LOT BOUNDARY AT 1.00% MINIMUM.
x x PROPOSED ACOUSTIC FENCE REFER ACOUSTIC REPORT FOR DETAILS
—— S >
CAUTION !! ° ‘
% > .
VAUTTION = sq ‘sel ROAD 2-2
UNDERGROUND she N °
ELECTRICAL CABLES == sf
UNDERGROUND ELECTRICITY
CABLES EXIST IN THIS VICINITY.
CONTACT ENERGEX FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING
CAUTION 1!
UNDERGROUND
TELECOMMS CABLES
UNDERGROUND TELECOMMUNICATION
CABLES EXIST IN THIS VICINITY.
CONTACT SUPPLIER FOR CABLE
LOCATIONS, EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING.
\
SITE FENCES BY OTHERS]
TO BE LOCATED ON TOP
OF BUNDS TYPICAL
CAUTION !!
OVERHEAD
ELECTRICAL CABLES
HAND RAIL. IN
ACCORDANCE WITH
FIGURE 14 AS/NZS
!
2.00m WIDE FOOTPATI
REFER DRG. 16-001014-121 &
-122 FOR
OVERHEAD ELECTRICITY CABLES
EXIST IN THIS VICINITY. CONTACT
ENERGEX WHERE CABLE
CLEARANCE IS COMPROMISED BY
MACHINERY,
NOTE:
REFER DRG. 16-001014-103 FOR STANDARD
STORMWATER AND ROOFWATER NOTES.
REFER DRG. 16-001014 FOR CARPARK
SETOUT AND DETAILS.
REFER DRG.
NOTE:
ALL STORMWATER PIPES GREATER THAN
600 DIA. ARE TO BE RCP CLASS ‘2’.
16-001014-119 FOR ~
CUSTOM STRUCTURE ->
DETAILS:
~
~~" ELM STREET
{|
LONGITUDINAL AND CROSS SECTIONS
\
a
S
S
GATEHOUSE ~
BY OTHERS
a
EXISTING /
STAGE 14
iON
a
(ae
fis\ N\A
way?
le SS
We 5280
= —R rh -
19008 0” g00gell y: -2-575 esse MA NN
re a aes
| -
~ WSE=L500
4508
2 OT
-RQOAD 2
‘.
“oe 450D.
\
wae, > tt NS,
NSE. 4 fas
y
=>— PROVIDE 300mm DEEP x 1.5m *
woe CONCRETE SWALE 7
DRAIN AT 1 in 10 TO CONVEY
EXISTING CULVERT FLOWS
INTO PROPOSED INLET 1/15
—
NOTE:
LOT 65 ROOFWATER SERVICED AS
INSET
SCALE 1.200 (A1}
_ FUTURE 2.0m oe
y= WIDE FOOTPATH
y
SSP_0
A
1/15.
BUND FOR 1m UP FROM BOUNDARY TO ENSURE -~—~
RUN-OFF IS DIRECTED TOWARDS STRUCTURE
REFER SECTION E ON DRG. 16-001014-105.
\
+
\
ds
hf
FUTURE
AGED CARE
DEVELOPMENT
; ae
~ 98.007
PART OF STAGE 1A WORKS. “Ss, A are, E REFER INS! a
SCALE 1:400 (A3) A, = = LM STREET =) se Ey
NOTE: = PROPOSED 2.0m WIDE CONCRETE FOOTPATH IN _
ele == = ACCOR! 065.
NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN ON THE ust — ug gt — p= Str = un = tr 0 me tg COREL To eS TRO ath tee an
JOB DRAWINGS, NO RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT OR THE REFER DRGS. 16-00101h-121 & -122 FOR LAYOUT.”
PRINCIPAL FOR THIS INFORMATION WHICH HAS BEEN SUPPLIED BY OTHERS. THE ‘LONGITUDINAL AND CROSS SECTIONS
DETAILS ARE PROVIDED FOR INFORMATION ONLY. THE CONTRACTOR SHALL ASCERTAIN one
THE POSITION OF ANY UNDERGROUND SERVICES IN THIS AREA AND SHALL BE Tt. =
RESPONSIBLE _FOR MAKING GOOD ANY DAMAGE THERETO. N.S.C. REF NO. MCU15/0111 & REC15/0031
vant [ous mama] care a Sate meTREET THOROFI Ros CoeNT DRAWN THE
AMENDMENT DETAILS. pmenen. SURVEYOR: ML_SURVEYS
Sr a aR Ra FES RFR 38 Leybourne Street, Chelmer QLD 4068 PALM LAKE WORKS PTY LTD C nil CONSULT AUSTRALIA ROADWORKS AND DRAINAGE
El BF_| OF | 3110.16 | STRUCT. 1/15 RELOCATED, PEDESTRIAN LINK & ELM ST FOOTPATH REVISED ot a wu 2 A Mob: Ghz 7h) 223 E- [email protected] —/4 LAYOUT PLAN
ule nave : mower ma | APPROVED PALM LAKE RESORT Cali Cale Conuting (QLD) Py Ltd
ep ANDREW MCPHAIL RPEQ 6921 I re Gedo, 5 mS, CD Asis no Eoned WOMBER [esue |
Ee i / 16-001014 a COOROY Tlatow 07 S003 fase 072675100 cee | a
air FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTO STAGE 2 CONSULTING dun Caen Ube fron Beppe Saat Cout ‘Led 16-001014-102 B
Page 3
-
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
Subject to further
design and approval
[OCR of page images]
ROADWORKS AND DRAINAGE NOTES
1. ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH CURRENT NOOSA COUNCIL STANDARD DRAWINGS AND PLANNING SCHEME POLICY PSPOS.
2. THE CONTRACTOR SHALL TAKE OUT ALL APPROPRIATE COUNCIL AND MAIN ROADS DEPARTMENT PERMITS PRIOR TO COMMENCING WORK.
3. THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION OF ALL EXISTING SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR RECTIFICATION 3.
OF ANY DAMAGES TO EXISTING SERVICES WHICH MAY OCCUR. THE LOCATION OF EXISTING SERVICES ON THESE DRAWINGS IS APPROXIMATELY ONLY.
4. WORKS SHALL BE PROGRAMMED SO AS NOT TO DISTURB NEARBY HOUSEHOLDERS EITHER BY DUST, NOISE, FLOODING, SILTATION OR DISCONNECTION OF SERVICE.
5. LEVELS AND GRADIENTS AT JUNCTIONS WITH EXISTING WORKS MAY BE VARIED AS REQUIRED TO ACHIEVE A SATISFACTORY CONNECTION AND THE CONTRACTOR SHALL INCLUDE THE
COST OF THIS WORK IN THE TENDER PRICE. WHERE NEW WORK JOINS EXISTING, THE EXISTING PAVEMENT IS TO BE SAW-CUT BACK 300mm TO ENSURE A NEAT JOIN. THE WORK 5.
SHALL TRANSITION NEATLY WITH THE PAVEMENT SO THAT THE DEVIATION FROM THE LINE OF 3.0m STRAIGHT EDGE SHALL BE NO GREATER THAN 10mm.
6. ALL FILL AREAS SHALL BE CLEANED OUT TO SOLID AND INSPECTED BY THE SUPERINTENDENT BEFORE FILL IS PLACED.
7. ALL ALLOTMENT EXCAVATION AND FILLING SHALL BE COMPACTED TO NOT LESS THAN 95% DENSITY RATIO (TO AS 1289-5.1.1 - STD. COMPACTION)
8.
9.
wy
5
a
FENCE LOCATION
BY OTHERS
BOUNDARY
- SITE 3 -
RL104.35
NEW-DRAIN,
APPROXIMATE LOCATION OF PROPOSED
UNDERGROUND ELECTRICAL.
REFER ELECTRICAL ENGINEERS DRAWINGS
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
FENCE LOCATION ==
a
BY OTHERS N\
0.30m
10. 80% GRASS COVERAGE MUST BE ESTABLISHED BY THE “OFF MAINTENANCE” INSPECTION
11. ALL STORMWATER PIPES 375% UNLESS SHOWN OTHERWISE
12. ALL INTERNAL DRIVEWAYS TO HAVE 1:14 MAX GRADE TO EDGE OF PAVEMENT/CONCRETE IN ACCORDANCE WITH AS/NZS 2890.1-2004 AND/OR AS/NZS 2890.2-2002
13. THE STORMWATER PIPE CLASSES HAVE BEEN DESIGNED FOR SERVICE LOADS ONLY.
CLASSES IF NECESSARY, IN ACCORDANCE WITH AS3725-2007.
DEVELOPMENT
BOUNDARY
3.0
SECTION
SCALE (A1h
SCALE (A3):1:200
ALL ROAD CROSSING SERVICES CONDUIT ENDS SHALL BE EXPOSED AND THE CONDUITS RODDED AT THE PRE-SEAL INSPECTION WITH COUNCILS ENGINEER.
FOOTPATHS SHALL BE TRIMMED AND ROLLED PRIOR TO PLACING OF 75mm (MIN COMPACTED THICKNESS) OF APPROVED TOPSOIL AND GRASS SEEDING OR TURFING AS DIRECTED.
THE CONTRACTOR SHALL ASSES ANTICIPATED CONSTRUCTION LOADS AND UPGRA\
Om
LANDSCAPE BUFFER
- TRADING POST ROAD -
|
exsewer |
I
|
g |
|
a |
A |
eo
|
|
|
I
0 C07)
APPROXIMATE LOCATION OF EXISTING
UNDERGROUND COMMS AND ELECTRICAL.
CONTRACTOR TO CONFIRM DEPTH AND
Ee
PB
- SITE 12 -
CONCRETE SLEEP RETAINING WALL
REFER DETAIL ON DRG 16-001014-105
CONCRETE SLEEPER RETAINING
WALL BY OTHERS (TYPICAL)
- SITE 33 -
2.0m WIDE CONCRETE FOOTPATH WITH HANDRAILS.
REFER DRG 16-001014-121 FOR LONGITUDINAL SECTION
MAX. 1 IN &
TURFED BATTER
oO
%
BE
a8
SCALE (A1): 1:100
2
&
SECTION
SCALE (ATI: 1100
CALE (A3) 1:20
Tt?
SECTION
SCALE (All 100 \ 402)
5.00m TURFED ©
OVERLAND FLOW PATH FENCES BY OTHERS
oo @)
~
ee
S © LOCATION ON-SITE PRIOR TO COMMENCEMENT
OF VERGE WORKS.
iS 3.0m
2.0% MIN. LANDSCAPE BUFFER = _ TRADING POST ROAD -
_- L| . lS ae —_— ee er ee _
3 EXISTING KERB
3
z
a8 SECTION (8)
wa)
(TYPICAL)
BUND MINIMUM 0.50m
DEPTH TYPICAL
(<
X02
0.3-0.5m HIGH BUND AT 1 IN 2 MAX
TO DIRECT FLOW ALONG BOUNDARY
TOWARD STORMWATER PIT 11/T
SLOPE VARIES
ROOFWATER NOTES
SET OUT POINT FOR DRAINAGE STRUCTURES IS TO THEIR GEOMETRIC CENTRE.
ROOFWATER PITS SHALL BE IN ACCORDANCE WITH I.P.W.E.A.Q. STD. DRG. D-0110.
HOUSE CONNECTIONS EXCLUDING INSPECTION PITS SHALL BE LOCATED 4.0m UPSTREAM OF THE SIDE
BOUNDARY UNLESS SHOWN OTHERWISE.
ROOFWATER DRAINLINES SHALL BE BEDDED AND SURROUNDED WITH SAND TO 100mm ABOVE THE CROWN OF
PIPE.
HOUSE CONNECTIONS TO EXTEND A MINIMUM OF 1.0m PAST ADJACENT SEWER LINES.
ROOFWATER DRAINAGE PIPES TO BE uPVC (100% CLASS SN6, >150% CLASS SN4), OR FRC CLASS 2 WITH
RUBBER RING JOINTS.
CAUTION !!
UNDERGROUND
ELECTRICAL CABLES
UNDERGROUND ELECTRICITY
CABLES EXIST IN THIS VICINITY.
CONTACT ENERGEX FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING
CAUTION !!
UNDERGROUND
TELECOMMS CABLES
UNDERGROUND TELECOMMUNICATION
CABLES EXIST IN THIS VICINITY.
7. MINIMUM COVER TO PIPES TO BE 450mm UNLESS SHOWN OTHERWISE AND TO SUIT FINISHED SURFACE LEVEL. CONTACT SUPPLIER FOR CABLE
8. ENDS OF PIPES AND STUBS TO BE CAPPED. LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING.
ee CAUTION !!
1 IN 4 TURFED BATTER FOR MIN. 0.25m HIGH OVERHEAD
FOR REDIRECTION OF FLOW ALONG SITE ECTRICAL CABLES
BOUNDARY TO STORMWATER PIT 1/15 ACOUSTIC FENCE BY OTHERS. ERHEAD ELECTRICITY CABLES
THE PIPE REFER SOUND ENGINEERS PLANS TIN THIS VICINITY, CONTACT
FOR HEIGHT AND DETAILS ENERGEX WHERE CABLE
2.0m WIDE CONCRETE FOOTPATH oo a LEARANCE IS COMPROMISED BY
IN ACCORDANCE WITH N.S.C. a = MACHINERY.
~ ELM STREET - STANDARDS =
ee i ~ i” 2.50m
SLL [TT TANDSCAPE BUFFER
APPROXIMATE LOCATION OF EXISTING
UNDERGROUND TELSTRA. CONTRACTOR TO
CONFIRM DEPTH AND LOCATION ON-SITE PRIOR
TO COMMENCEMENT OF VERGE WORKS (TYP).
Subject to further
design and approval
‘\Onue AREA OF FILLING TO ALLOW
FUTURE AGED CARE SITE TO DRAIN
FREELY TOWARD NORTHERN CORNER.
REFER DRG. 16-001014-104 FOR DETAILS
SECTION
SCALE (Atk
ne wit
MAX. 1 IN 4 TURFED BATTER
- SITE 10 -
SECTION
BUND TO BE MIN. RL107.785 TO ENSURE NO
OVERFLOW INTO DOWNSTREAM SITE AND TO
DIRECT OVERFLOWS TO TRADING POST nn \
CONCRETE SLEEPER RETAINING WALL BY
OTHERS. NO ALLOWANCE FOR ACOUSTIC
FENCE DESIGN.
BUND TO BE MIN. RL 107.785
TO ENSURE NO OVERFLOW
INTO DOWNSTREAM SITE.
REFER SECTION G
STRUCTURE 11/T
DEPRESSED MIN. 600mm.
(F
SCALE (ati: 1100 \ao2J
SCALE (A3):1:200
PB
- TRADING POST ROAD -
SECTION
1 IN 4 TURFED BATTER FOR MIN. 0.25m HIGH
FOR REDIRECTION OF FLOW ALONG SITE
BOUNDARY TO STORMWATER PIT 1/15
2.0m WIDE CONCRETE FOOTPATH
IN ACCORDANCE WITH N.S.C. ¢
STANDARDS
ELM STREET FOOTPATH HAS
BEEN DESIGNED TO ENSURE
COVER IS NOT REDUCED OVER
EXISTING TELSTRA CONDUITS
SECTION
SCALE (A
(4
\w02
EXISTING “o”
(6
SCALE (AT: 1100 (402)
SCALE (A3):1:200
FULLY TURFED BATTER,
MAX 1 in 2, TO EXISTING
TOP OF BANK TO ENSURE
NO PONDING
- FUTURE AGED CARE SITE -
ay
SCALE (A3):1:200 SCALE (A;
ICU15/0111 & REC15/0031
Fast [ozs Jame] oa a SORE (METRES TECROFLN Wer cen DRAWNG THE
AMENDMENT DETAIL SURVEYOR: ML SURVEYS
Sn EE 38 Leybourne Street, Chelmer QLD 4068 PALM LAKE WORKS PTY LTD . CONSULT AUSTRALIA ROADWORKS AND DRAINAGE
e B | BF | BF | 31106 | PEDESTRIAN LINK & ELM ST FOOTPATH REVISED woo 1 0 4 2 3 4&4 5 At Mob: 0412 744 223 E: [email protected] TOE = 0 NOTES AND DETAILS
HG +200 a3 PROJECT Wo, TeRROVED ,
if ec ro we PALM LAKE RESORT Calibre eS anes Lares
NE 16-001014 ‘ Teephoe 07 28953444 Forse 07 3895 3400 SERBOML
slr FOR & ON BEAALF OF CALIBRE CONSULTING (QLD) PTY LTD STAGE 2 CONSULTING isn Cnr aoe Sy Sgr Senate dt 16-001014-103
Page 4
-
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
[OCR of page images]
LEGEND
BULK EARTHWORKS SURFACE
FINISHED SURFACE
NATURAL SURFACE
EXISTING STAGE 1A
- SITE 68 -
MAX. 1 IN 4
SITE 13
STORMWATER PIPE
OPW16/0203 5 DEC 2016
NOOSA COUNCIL
APPROVED PLAN
PB
SECTION (A
SCALE (AN: 1100 (04)
SCALE (A3):1:200
TURFED BATTER
SECTION (C)
SCALE (AN: £100 (0a)
SCALE (A3):1:200
CONCRETE SLEEPER
& FENCES BY &
RETAINING WALL BY Yo OTHERS \
OTHERS (TYPICAL) T__5.00m_ TURFED
OVERLAND FLOW PATH
- SITE 33 - 2%
REFER ROADWORKS AND
DRAINAGE DRAWINGS FOR
- SITE 63 -
CLEANWATER DIVERSION DRAIN
TO BE FULLY TURFED
0.3-0.5m HIGH BUND AT MAX 1 IN 2
TO DIRECT FLOW ALONG BOUNDARY
TOWARD STORMWATER PIT 11/T
APPROX. LOCATION OF EXISTING UNDERGROUND ELECTRICAL.
CONTRACTOR TO CONFIRM DEPTH AND LOCATION ON-SITE
PRIOR TO COMMENCEMENT OF VERGE WORKS.
CONCRETE SLEEPER
RETAINING WALL BY OTHERS
LOCALISED AREA OF FILLING TO ALLOW
FUTURE AGED CARE SITE TO DRAIN
_ SLOPE VARIES
MINIMUM 0.50m
FREELY TOWARD NORTHERN CORNER
- SITE 9
co o
a a
3.00m
LANDSCAPE BUFFER
2% MIN.
|
|
EX-SEWER
v1
SECTION
SCALE (A1}: 1.100
SCALE (A3):1:200
1 IN 4 TURFED BATTER FOR MIN.
0.25m HIGH FOR REDIRECTION OF
FLOW ALONG SITE BOUNDARY
PB
1
SITE mr
ON
- TRADING POST ROAD -
EXISTING KERB
(8
NY,
ACOUSTIC FENCE BY OTHERS.
REFER SOUND ENGINEERS PLANS.
FOR HEIGHT AND DETAILS
2.50m
ELM STREET ROAD RESERVE
LANDSCAPE BUFFER
APPROX. LOCATION OF EXISTING
UNDERGROUND TELSTRA. CONTRACTOR TO
CONFIRM DEPTH AND LOCATION ON-SITE
PRIOR TO COMMENCEMENT OF VERGE WORKS.
SECTION
+100 (G04)
CONCRETE SLEEPER RETAINING WALL
BY OTHERS. NO ALLOWANCE FOR
ACOUSTIC FENCE DESIGN.
FOOTHPATH DETAILS DEPTH TYPICAL 3
el. 2 RETAINING WALL DESIGN AND CONSTRUCTION TO BE RPEQ
SECTION (D\ SZ 8) CERTIFIED BY THE CONTRACTOR’S NOMINATED GEOTECHNICAL NOTES:
SCALE (Atl :100 (04) a als ENGINEER. ROCKS TO BE PLACED IN STRETCHER BOND REFER TO BIO-RETENTION BASIN
SCALE (A3):1:200 ge 23 PATTERN (MINIMUM VOID ALLOWABLE SHALL NOT BE Z| | ORG. 16-001014-401 FOR TYPICAL
>= > GREATER THAN 50mm IN ANY DIRECTION, WITH NO SPALLS = S| BOULDER WALL IN BASIN DETAIL.
BULK EARTHWORKS NOTES. lea Sez SMALLER THAN 750mm IN SIZE ~ ie. NO VOID INFILLING) a
1. NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING sie gla -E
i iF >
Sw NE RSE SCTNE, HE ACTON UTS PROT BeBe aerannc wa nes no zi
1. RETAINING WALLS TO BE CONSTRUCTED Tre zz CONSTRUCTION T0 BE RPEQ Z2
SUPERINTENDENT DURING CONSTRUCTION AND SIMILARLY c Q CERTIFIED CONTRACTOR’ alk
THE FINISHED SURFACE CONTOURS MAY BE ADJUSTED TO MANUFACTURERS SPECIFICATIONS. aie aie NATED CEDVECIINCA Mere a\s
2. CONTRACTOR TO PROVIDE STRUCTURAL TEMPORARY APPROVED aig Se NOMINATED GEOTECHNICAL ENGINEER. 4 >'S |
BY WRITTEN DIRECTION OF THE SUPERINTENDENT x 2 g a\2 >i | TEMPORARY APPROVED
CERTIFICATION FOR RETAINING WALLS SAFETY FENCE TO WALLS a's |= aa = SAFETY FENCE TO WALLS
DURING CONSTRUCTION. DESIGN AND CONSTRUCTION. NOTE: ne Sly Al WA
N . HIGHER THAN 1.00m NOTE: a; ale HIGHER THAN 1.00m
2. SOAKED CBR TEST RESULTS FROM ROAD PAVEMENT 3. PROVIDE APPROVED SAFETY FENCE TO ESL i BOULDERS TO BE ‘RANDOM’ GRADE SANDSTONE ae gz .
SUBGRADE SHALL BE FORWARDED TO THE ALL WALLS HIGHER THAN 1.0m. wy : 7, (TRENCHED ROCK) RECTANGULAR IN SHAPE. z=\s oF GEOFABRIC TO
SUPERINTENDENT FOR DETERMINATION OF BOX DEPTHS 4, ALL RETAINING WALL FOOTINGS TO BE “s e sie 400 FACE OF WALL
PRIOR TO EXCAVATION BEYOND THE ‘NOMINAL’ DEPTH. LOCATED A MINIMUM 1.0m HORIZONTALLY i ey Z'8 a
3. CONTRACTOR TO LIAISE WITH ALL RELEVANT SERVICE CLEAR OF THE ROOFWATER AND SEWER PI z als
ERME ABLE , als 6
AUTHORITIES TO ASCERTAIN SERVICES PRESENT AND BE TAKEN BELOW THE ZONE OF GEOTEXTILE o MINIMUM DESIGN REQUIREMENTS: >is é
ON-SITE. ANY ALTERATION WORKS TO SERVICES WILL INFLUENCE, MEMBRANE i 5 ~ SURCHARGE LOADING ON BACKFILL: SKPa a =
BE CARRIED OUT BY THAT SERVICE AUTHORITY ONLY. 00mm WIDE oN 3 - foe ae see SI a
mm - a 4 a
4, THE CONTRACTOR SHALL NOTIFY hid SUPER EMENT MINIMUM DESIGN REQUIREMENTS CRA an EREE a gS s
PRIOR TO COMMENCING THE DEMOLITION OF ANY = SURCHARGE LOADING ON BACKFILL : SKPa DRAINING MATERIAL EI : |
EXISTING STRUCTURES WITHIN THE SITE AREA. ~ POST AND FOOTING DESIGN TO ALLOW : & B
S. ALL DRAINAGE STRUCTURES TO BE PRESERVED FROM FOR 1.8m HIGH FENCE 2 300
. k F.S.L. =|
THE EFFECTS OF STRUCTURAL LOADING GENERATED BY - MAX 1V:4H SLOPE BEHIND WALL BH . 5
THE EARTHWORKS. 100% SLOTTED SUBSOIL DRAIN AA 3 B
6. ALL EXCAVATION AND FILLING SHALL BE COMPACTED WITH FILTER SOCK. DISCHARGE CONCRETE SLEEPERS
- TO STORMWATER SYSTEM AX) :
TO THE REQUIREMENTS OF AS3798-1996 IN ACCORDANCE ER S | 4 aN ow z COMPACTED FREE-DRAINING
WITH THE LOCAL AUTHORITY REQUIREMENTS. LEVEL 1 STEEL UNIVERSAL COLUMNS] IRR wick, GRANULAR BACKFILL (APPROX.
SUPERVISION IS REQUIRED. REE S$“ —-40-75mm DIA. SPALLS)
7. ALL CLEARING SHALL BE CARRIED OUT IN STAGES TO
ALLOW FOR RELOCATION OF FAUNA, COMMENCING AT SELECTED COMPACTED BACKFILL 100% SLOTTED SUBSOIL DRAIN
THE LOWER AREAS OF THE SITE. LJ WITH FILTER SOCK. DISCHARGE
8. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH TO STORMWATER SYSTEM
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. TYPICAL CONCRETE SLEEPER RETAINING WALL DETAIL TYPICAL ‘RANDOM’ GRADE SANDSTONE TRENCHED ROCK WALL
9. ALL EARTHWORKS TO BE CONSTRUCTED IN ACCORDANCE SCALE 1: 20 (At) SCALE 1:25 (At)
WITH PALNNING SCHEME POLICY PSPOS ENGINEERING SCALE 1:50 (A3)
DESIGN STANDARDS.
N.S.C. REF NO. MCU15/0111 & REC15/0031
reat [ones [oun] pare fue ee Sone TTS T TECRORIN Wo, cr maET TE
AMENOUENT DETALS SURVEYOR: ML_SURVEYS
Ee eC 38 Leybourne Street, Chelmer QLD 4068 PALM LAKE WORKS PTY LTD C ‘ CONSULT AUSTRALIA BULK EARTHWORKS NOTES,
eB BF | BF | 3046 | SECTION D REVISED in a a Mob: 0412 744 223 E: [email protected] PRORET 4 DETAILS AND SECTIONS
oC DRAWN cHecK | PROJECT Wo. APPROVED Calibre Consulting (QLD) Pty Ltd Guay
0) > 16-001014 ( ‘ANDREW MCPHAIL RPEQ 6921 PALM OBE RF SORT Calibre Candee SS ea tobe até 0 Endorsed (Sa wanG RUMOER TSSUE
NIE | q Tdeghone 07 3895 3444 Facsimile 07 38953400 “SOSnn}
8iF FOR & ON BEAALF“OF CALIBRE CONSULTING (QLD) PTY LTD STAGE 2 CONSULTING ire Cabra Waban yoy Sopp Stn Cout Ted 16-001014-105 B
Page 5
-
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
[OCR of page images]
L_EXISTING SLAB
TYPE 'B’
JOINT FILLING
REFER DE
TAIL CAP & GREASE THIS END
NEW SLAB
1
ISS
III)
a
DRILL & EPOXY DOWEL BARS
200mm INTO EXISTING SLAB.
PRELIMINARY PAVEMENT DESIGN
SUBGRADE | TRAFFIC SURFACING | BASE] SUB-BASE ] BLANKET | TOTAL BOX
ROAD CBR ESA'S ROAD CLASS (nm) (nm) (nn) (mm) (nm)
CONCRETE 150
ee 3 - INTERNAL concrete | 150 (CBRES) - - 300
* ASSUMED SUBGRADE CBR
- PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE.
- ACTUAL PAVEMENT DESIGNS WILL BE BASED ON TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
REF
SEC
NOTE:
ER DRG 16-001014-109 FOR TYPICAL CROSS
TIONS AND CONCRETE PAVEMENT NOTES
NOTE:
REFER DRG 16-001014-111 FOR CONTROL LINE
HORIZONTAL SETOUT AND KERB TYPES.
NOTE:
REFER DRG 16-001014-110 FOR TYPICAL
SECTIONS THROUGH ROAD WITH CARPARK
RDJ - RETROFIT DOWELLED 8 a
NTS gs 8
t ae =
- at IS Ae 9
aS 3 lo ele z
© je es 3 Sf =
APPROVED SEALANT g s S s js Zé 3
a) e Ss = = ae
BACKING ROD |e a eo fe lo 316 2
UR Ss lo <= slr af
Z| S)e 2 <x iS s\v
S| Ola in iS z fa =|o 6
-|/= iz
3) S|E 2 = z S cE 8
TYPE s gle E 5 E 2 “Fe
a un a a wy
tire» = Z| iz fr be oe Cees cesdte
JOINT SPACINGS <6m) s 2} ZI S ie EXISTING SURFACE DESIGN SURFACE i 2 TI \]]o7>>p-
z o| Sle ee IE z LA
alm 2
zs Beals e ‘ y
s S| 22 Iz I | >
3) ~-- ee ee f
z “pS || |
~S 7 EXISTING STAGE 1A
ln A ee en Bain covets wR
TE NEATLY IN WITH =} ' PAVEMENT (DOWELL JOINTS) |
EXISTING CONCRETE Co an |
PAVEMENT (DOWELL JOINTS) —T] a0 | |
EXISTING STAGE 1A EXTENT OF CONCRETE PAVEMENT
WORKS '
g a 3
q 2 s nh
NOOSA COUNCIL 2 =
z z 7
APPROVED PLAN g s 3
a a in
OPW16/0203 5 DEC 2016 & 5 .
z z r
3 a 5
a a 2
'C_35.0) VC 40.0 VC 60. VC 80.1
1370.6) 1R1145.8) (R3447.21 {R2110}8)
-|.000% 2.491% 0.750% ~3.040%
DATUM RL _ 92.0
alel eleiiglsice) gle wl # “ 2 = ale! zl - ele! =| wd
CUT (-) / FILL ae) S558 38) S8 s gel g 8a gs 8 2 8 8 #395 sg 3g aA eg 8 Be 6g
na SS Ss 79 = = s| S| 9) a9) 9 7 | cI TS) SS 3 S| s| S| af a0 a] 4
Ss) Sfsisis8s ge & as) 8 aR we ass 8 5 S| Ra) 38 5 8 5 5 S| Sm 6S) 6G OS)
LHS LIP LEVEL gel gsgge ge 2 dg 2 gs geese ¢ 8 2 2332 3s #2 2 5 8 SE ss Es 5 2
Bal SSR 888) sR & a3 8 88 Hess & 5 S| Ag} a5 5 8 5 8 = aa ge as 8 8
RHS LIP LEVEL sel gldgigs) se} dg gg gf gg ofgggg os 4 3 g3 383 ss 3g gf gs 8 ss ge gs g s
aigigigiglg alel # #3) gf ge agi alsisl al 7 a sitt sim 5 a s| B 3 aig} sisl yl 8 eg
DESIGN SURFACE geese se 2 3 2 d3 gegdes og 2 ss gags 8 3 8s 8 & gs se gs} 2 3
as) saigiaicih slg gf gsi al aol ssielais) a 8 7 wel ais gs 7 8 B 5 gz} sla sigh al ge
EXISTING SURFACE [25 Sigel aia as} os as asi sisi) S 3 P as} sis 3 3 3 3 z a3 ssl cel sl 3
ee) eee ee) 22 = ze S| Se ee See S| S| S| Se Se S| = =| S| =| 2 FS 2s = =e
sil gieicicidis) st sin gi S sia] als 7 | sil ale S S| Py ¢ Si sis) sisi ciel ae
Re RR 5 28 Bal FF gal 8) S43 Ws H sy FF ‘| a aa) RS 8 Z| g z z gs 82) ss 3
R6.000 R6.000
HORIZONTAL CURVES 6.009 R6.000
ROAD 2
N.S.C. REF NO. MCU15/0111 & REC15/0031
Fant [ons [oe] oar Seman Gwooe SORE THETREST TECRORL he TENT Tanne TE
AMENOMENT DETALLS SURVEYOR: ML_SURVEYS
won | arf ay [ ara ian) 1 38 Leybourne Street, Chelmer QLD 4068 PALM LAKE WORKS PTY LTD CONSULT AUSTRALIA ROAD 2 LONGITUDINAL
ALA! BF BF | 07.09.16 | ISSUED FOR CONSTRUCTION - PENDING COUNCIL APPROVAL 4:2000 AR
“ip HORIZONTAL. Mob: 0412 744 223 E: [email protected] SECTION
K 4
o[¢ Daawu cHeck| 1100 2 1 0 2 4a PROMECT Wo. Calibre Consulting (QLD) Pty Ltd
¥D 4200 AB 16-001014 ANDREW MCPHAIL RPEQ 6921 PALM GORE RESORT Cali re Sra oS boo DA Xd enol DRAWING WOMBER
NIE VERTICAL, ia Telephone 07 3895 3444 Focsmle 07 3895 3400 Sonar 46-001014-108
sir FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD STAGE 2 CONSULTING Bicbar Canbura Mabou Syéney Sigepore Sumtine Const Lio 4084 \ -
Page 6
-
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
[OCR of page images]
RETAINING WALL OR
BATTER TO SITE
FINISHED LEVEL
(TYPICAL)
CONCRETE EDGE
THICKENING L
200mm THIck » t00ne SUBSOIL DRAINAGE (TYPICAL)
WIDE. (TYPICAL) 150mm CONCRETE SURFACE
AND PAVEMENT (TYPICAL)
SECTION - CH 330 - CH 453
ROAD 2 - CONCRETE SURFACE
SCALE (At): 1100
SCALE (A3}: 1200
>k REFER BULK EARTHWORKS DRAWINGS FOR FINISHED SURFACE LEVELS >
5 5
#4,50m 6.00m ,1.50m°
WARS | 3.0% 3.0% 3.0% 3.0% | vases
CONCRETE EDGE THICKENING |
SUBSOIL DRAINAGE
“= INDICATIVE DRAINAGE
200mm THICKx100mm WIDE.
150mm THICK CONCRETE
SURFACE AND PAVEMENT
TYPICAL SECTION
ROAD 11, 12 AND 13 - CONCRETE SURFACE
SCALE (At): 1100
SCALE (A3}: 1200
CONCRETE PAVEMENT DESIGN:
150mm THICK 4OMPa CONCRETE - BROOM FINISHED
SL82 MESH - 300mm OVERLAP - MIN. 50mm COVER
SAWCUT JOINT AT 6m CRS. EVERY THIRD JOINT
TO BE DOWELLED JOINT WITH 150mm CBR 45 BASE.
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
NOTE:
REFER DRG 16-001014-108 FOR PRELIMINARY
PAVEMENT DESIGN TABLE AND END OF ROAD
TREATMENT DETAIL
NOTE:
REFER DRG 16-001014-110 FOR TYPICAL
SECTIONS THROUGH ROAD WITH CARPARK
2 g = “
9.50m 2 EXISTING SURFACE & g 2
2.00m_, 6.00m 1.50m z a DESIGN SURFACE & &
*Q os | soe som _| 3.0% ass 2k 3 DESIGN SURFACE 2 8 = 5 “J
A ~ {pe z 2 EXISTING SURFACE & 7 DESIGN SURFACE é
SECTION - CH 453 - CH 545 Mm] ~ SS & > : EXISTING SURFACE 5
ROAD 2 - CONCRETE SURFACE “pF “SS &
SCALE (A1): 1:100 z
SCALE (A3): 1:200 oN ~~ TY bss —
MN | | | i ee cae
| | EXTENT OF CONCRETE PAVMENT | | |
EXTENT OF CONCRETE PAVMENT | EXTENT OF CONCRETE PAVMENT |
& 8| 8 3 7 i s| |
q a) 2) 3 2 ’ | 2) |
10.30m = . $ . - | : =
{450m , 6.00m 2.80m i =| = #3 S Z| =| |
~~ al = i] og a al |
a it
ve ho | |
SECTION - CH 555 - CH 693 Al. le th ade, tt” oe se alle — bbe
ROAD 2 - CONCRETE SURFACE " r ° 1 ° |
SCALE (ATi: 1100 DATUM RL 93.0 DATUM RL 92.0 ! \ DATUM RL_94.0 i
SCALE (A3): 1:200 o m «1 vl lel elo |
CUT (-) / FILL sy og 8 8 &§ 38 CUT {-) / FILL B§ sels § ag ae CUT (-) / FILL ga os og a al 88
LHS LIP LEVEL Se a ee LHS LIP LEVEL ds gags a2 2 sg LHS LIP LEVEL aos 060Ud3lCUllod
RHS LIP LEVEL a 3 2 2 a as RHS LIP LEVEL i2 asgga a 2 28 RHS LIP LEVEL J 2 3 a @ aa
DESIGN suRFAcE 2S) S 8 § & 88 DESIGN SURFACE 22 85 33 § | 88 DESIGN SuRFAcE 5 3} OS OBS
EXISTING SURFACE [83 2 2 &§ & 8 EXISTING SURFACE [25 $8 §8 & & 8S EXISTING SURFACE [2s) § # # & 8
SECTION - CH 706 - CH 724 =F = =| =| = FF ee) FF] Fe = S| Se 22} 3 2 = 3} s/s
ROAD 2 ~ CONCRETE SURFACE CHAINAGES gs fF UB ORE CHAINAGES gz 82 38 3 =F 38 CHAINAGES g3 2 8 §§ & BE
SCALE (At: 1100 elm) 8 g s a sls se] 2is| 4 g gs sia sm} 8 $ 3 g| siz
SCALE (A3): 1:200
HORIZONTAL CURVES HORIZONTAL CURVES HORIZONTAL CURVES
ROAD 11 ROAD 12 ROAD 13
N.S.C. REF NO. MCU15/0111 & REC15/0031
fast [ence [oan] oe AueNouenT evans eon cxgex | ee one serena T SURVEYOR: ML_SURVEYS “= Cr. oueeROADS 11, 12 AND 13
aie + # aa ISSUED FOR CONSTRUCTION - PENDING COUNCIL APPROVAL gz bod Ser —— — s FB teybourne eect oe oee ou PALM LAKE WORKS PTY LTD = CONSULT AUSTRALIA LONGITUDINAL SECTIONS AND
8 c DRAWN CHECK} 1:1 PROJECT Mo. ‘APPROVED y a ine coi
at rere eed |) et PALM LAKE RESORT Cali re eB naan ferme ICAL SECTIONS
bir FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD. STAGE 2 CONSULTING ion Caters eum fy She Ban Cot Tost 16-001014-109 A
Page 7
Not part of
Council's
Assessment and
Approval
-
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
Page 8
-
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
[OCR of page images]
CONTROL ROAD 2
CH 301.198 £763.922 N872.660
CH 453.241 £868.296 N762.100
R=6.000
DEF=89d59'10.64"
TL=5.999
ARC=9.423
CC £863.933 N757.981
IP £872.414 N757.738
CH 462.665 £868.053 N753.619
CH 545.611 £807.751 N696.664
CONTROL ROAD 11
CH 0.000 £700.393 N801.592
CH 94,981 £769.443 NB66.611
CONTROL ROAD 12
CH 0.000 734.725 N765.243
CH 94.969 £803.767 N830.453
CONTROL ROAD 13
CH 0.000 £769.058 N728.893
CH 94.957 £838.091 N794.095
R=6.000 ac
DEF=90d0'0.00" ~~ _
TL=6.000 nn
ARC=9.425 7 6
CC £803.631 N701.026 oon
IP £803.389 N692.545 i
CH 555.036 £799.269 N696.907 fh
CH 724.135 £683.158 NB19.840 le/ j
ote
CLUBHOUSE ee) 3.
| poo
| @ cS
Zoi }
he
ick <
a F P onset z |: me r 7 a « \ 6? !
OF =\ “ Va “ ia : i of | 462.664 TP NOTES:
iy yf ‘ § . a e 150m |} 1-1 | 2.00m/ 1. REFER DRG. 16-001014-108 & 109
SETOUT REFERS TO THIS LINE | ' 58 : 57 = 42 263 1" : FOR PRELIMINARY PAVEMENT DESIGN,
73 80]| - “ 80 41 27 80] } +e s eh ot |6.00m LONGITUDINAL SECTIONS, TYPICAL
ISOLATION JOINT hh : 1 I, a 9.50m CROSS SECTIONS AND CONCRETE
_ LEVELS REFER TO LIP a , ’ . PAVEMENT NOTES.
} ; ; : bt | 480 2. REFER DRG. 16-001014-110 FOR
~ FCONCRETE PAVEMENT: lil | | 43 io j } CARPARK KERB SETOUT AND DETAILS.
eee) I) 72 | 59 2 56 40 28 . 25 12
pavewent to! 4! | | i 60. 60|| +, sol] 4) :
EXTEND 150mm LP.W.E.A.Q. EXISTING ‘ " 55 rr STAGE 2 ! ‘
BEHIND KERB.» 4 opiee KERB TYPE B2 STAGE 1A 7 60 9.00 44 9.0m 39 29 LL s.00m 24 13 [fs | b00
(WHERE INTERFACES CONCRETE) ; 6.0m ~ TT 6.00m = TT 6.00m
(REFER I.P.W.E.A.Q. STD. DRG. R-0080) bl 750m 1} +°| {150m , = i ; |
A | | | si - 15m a 10m} ton ‘I FUTURE AGED CARE
‘ r, . |
he) 70 yee 45 38 30 | 28 4 a DEVELOPMENT
la! e 2 2g SL
| oO | I 62 OQ : 53 iO" 31 iO; | 1.50m b 2.00m
| T | 69 Py 46 ine 37 al 22 1 ! 6.00m|
4| — | 701 | ° 20 20 9.50m:
1) ] i , 1 I al : f
| sa * § 52 47 . 36 32.8 a 6 | bo |
h 7 Pat i ~ vel A |
1 | See | SS | pore | See
TTT EE ee oe sp ot ROAD Bs Saree aa! i
| *] (eR * : : 3 alae [° 5 38
| a alse ee in i
! 67 66 i 65 64 51 50 49 48 35 34 33 20 19 18 17 |
ERE
ELM STREET (COOROY-CONNECTION ROAD) oo NOOSA COUNCIL
_ Oe oo | APPROVED PLAN
ee OPW16/0203 5 DEC 2016
N.S.C. REF NO. MCU15/0111 & REC15/0031
el fe ot 38 Leybourne Sivet, Chelmer OLD 406s PALM LAKE WORKS PTY LTD C _— aera SURVEY SETOUT
A 00 05 D mM ob: O412 Thu 223 E: [email protected] = : LAYOUT PLAN
N 14000 A3 PROJECT Mo. APPROVED a : , 4
‘ 5 eens 16-001014 A Mal ANDREW MCPHAIL RPE 6921 PALM COKE RF SORT calibre lay 9 ar QD a 0 exal 7 a
3 F FOR & ON BEHALF OF CALIBRE CONSULTING (OLD) PTY LTO STAGE 2 CONSULTING boo eeeee eee tones ‘Ras 16-001014-111 A
Page 9
-
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
[OCR of page images]
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N.S.C. REF NO. MCU15/0111 & REC15/0031
LINE
STORMWATER DRAINAGE
DRAWNG TITLE
LONGITUDINAL SECTIONS
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Babine Canbers Meboore Soy Shon Suntoe Coxe
Telephone 07 3895 3444 Facsimile 07 3895 3400
Calibre Consuttt
callore
SURVEYOR: ML_SURVEYS
38 Leybourne Street, Chelmer QLD 4068
Mob: 0412 744 223 E: [email protected]
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FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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Page 10
-
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
[OCR of page images]
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als BIS BIS BIS BR Be BA 3s Glee GS ols alse 3|8 ale als ae s|f se Be aR R R Bees 3 3
NOTE:
4, NOTWITHSTANDING THE STORMWATER Oto HEL
STRUCTURE LEVELS SHOWN, THE COVER TYPICAL)
OR GRATE LEVEL SHALL SUIT THE
FINISHED SURFACE PROFILE. - NOOSA COUNCIL
2, THE PIPE CLASSES HAVE BEEN a
DESIGNED FOR SERVICE LOADS ONLY. > g - yy APPROVED PLAN
THE CONTRACTOR SHALL ASSESS sl 3 Lp
I 3 4
ANTICIPATED LOADS AND UPGRADE THE = 6 EI 3 ™ OPW16/0203 5 DEC 2016
PIPE CLASSES IF NECESSARY IN 2 q 3 -- op
ACCORDANCE WITH AS 3725-2007. = ig g - [ ~-- SN L Id
CRACKED PIPES WILL NOT BE ACCEPTED. led EE [
3. CONTRACTOR TO CHECK EXISTING i — _\ |
CONNECTIONS PRIOR TO CONSTRUCTION. SI PI ‘| NI
4, SURCHARGE DURING A Q100 EVENT IS ~ S -
PICKED UP PARTIALLY DOWNSTREAM A =
AND THE REMAINING CONTRIBUTES TO EN iz \ EXTEND EXISTING CONSTRUCT SPLITTER MANHOLE | 4S |
OVERLAND FLOW. FLOOD WIDTHS DO RSS. CONSTRUCT 900@ APPROX. 3.8m OVER EXISTING 825 PIPE REFER
NOT EXCEED ROAD RESERVE DURING Qw H.G.L. mS FIELD INLET DRG 16-001014-119 FOR DETAIL —J
MODELLED Q100 EVENT (TYPICAL) aa OVER EXISTING
5, DRAINAGE SYSTEM FOR STAGE 2 HAS LINE E HAS BEEN
BEEN DESIGNED TO MAXIMISE CAPTURE | DESIGNED TO CONVEY | 900D PIPE
AND MINIMISE OVERLAND FLOW DUE TO 33 L/s SURCHARGE 3 MONTH FLOW TO GPT
LARGE UPSTREAM CATCHMENTS.
pene Note event. EXISTING STAGE EXISTING STAGE
1A WORKS EXISTING STAGE_1A_WORKS 4A WORKS
PIPE SIZE mm (Class) 300 300 375 525 750 600 900 900 900 900 900 600 600 600 600 600 825, 900
BLACKMAXT | TBLACKMAXT| “IBLACK | “(BLACK (2) BLACK (2) (2) (2) (2) (2) BLACK (BLACK MAX) (BLACK “BLACK” | TBLACK™ (2) (2)
MAX) | MAX) MAX) MAX) MAX) | MAX) | MAX)
PIPE GRADE (%) 4.86% 4.90% | 4.06% |_ 1.09%, |_ 0.40% |_ 0.29%, |_ 0.30% 0.31% 0.50% 1.00% 0.48% 9.40% 0.40% 3.00% 3.00% 3.00%, | 5.16%, |_ 3.00%, | 4.45%, | 0.50%
PIPE SLOPE (1 in X) 20.59 20.43 | 24.76 | 91.88 "| 249.86” | 350.72 | 333.34 325.48 200.00 99.88 206.21 250.01 250.00 33.33 33.33 33.33 | 19.37 | 33.32 "| 22.49 | 200.09
FULL PIPE VELOCITY (m/s) 0.80 1.61 1.61 os? | oss 1 1 0. 190 2,001.90 ty) 2.01.93 ty) | 2,011.93 4 2.63 28 2.63 |. 2.63 |. 2.63 | 0.77 | 2.40
PART FULL VELOCITY (m/s)| 25 3.08 3.20 [19 1 150 154 1. 1 4.07 4.0 4.07} 5.01 | 4.07 | 3.95 | 2.40
91.0 90.0 87.0 86.0 89.0
ele =al Seis ele gale eel 938 eele ele aegis sie esl|k 8 g 2 8 g alg alg eae ss/a ssl Bela sia sale
H.G.L IN PIPE & gle gle dels ssl sels ssle dele Ssif S/S ssl sie sje 5 z z e| 2) es sls aele gele sels sele dele Sele
W.S.E_IN STRUCTURE aa - Sy ye ese = 7 = s 2 cS 22/8 3 8 3 ss|S sss
sje gis age cle 2
PIPE FLOW 0.056 0.114, 0.177 | 0.108 | 0.246 | 0.492 | 0.492 0.247 0.924 als els S/S sis $ 0.744 0.744 0.744 | 0.744 | 0.744 | 0.409 | 1.526
(Cumecs)
PIPE CAPACITY 0.213 0.216 0.353 | 0.449 | 0.705 0.595 0.610 0.340 1.281 1.250 1317 1317 1317 1.064 1.064 1.064 1.396 1.064 3.028 1.280
AT GRADE (Cumecs)
DEPTH To VERT 2 ge Se 2 S 82 se ge Se & Za ol, ele ale ela 2 Ral ae ge © &&8 3g 23
= 2/5 a3 a2 a|S a Be =| ele 2 a|2 = AIS gS Sim B/e q/e S = Ala ale a2 Ala Hla Als ala
INVERT LEVEL & 3&8 GR 8/8 g]8 SR SIS SE jf SiR 8 as |g 2|8 alg 3/8 8 a &|8 ge as RR g|2 se §[s
OF DRAIN es 85 88 ge Se Fe se =F |e Fe ae fe ala ale B|R 8 2 sls sls sis sie sls als
8 8 7 | a} 0 OS) BG 8 3} gs} 8 s R g 2 gs} 8 gs 68) RR]
DESIGN SURFACE 3 8 g g g g 2 s s g 2 = g gS 3 S 3 s 5 2 z 2 g 5 8
LEVEL i ests =z —ate —s] 2 {|__|
SETOUT ee se #8 88 s/8 Sg fe g8 ge fle gle 22 a2 ee ee ge ge Sls
COORDINATES “= ule wf eee wiz lz lz
= 7 zg 3 3 = 5 7 s e 2 8 5 2 = 2 a 7 7 a B 3 z g =
RUNNING =| 26.750 38] 25.500 gi] 12.9038] s.oo0g'| 5.9577] 4.91028 5.5072 S| 045s s 38.420 = 37.406 75.678 S] as qe =} 223372 2] eo 86.120 S| 6.844%] 12.000] 10.3736 31878] 11.7634
CHAINAGE £ & &
LINE N.S.C. REF NO. MCU15/0111 & REC15/0031
Fast [eae [ome] OA SORE CHET T TEGROFLN Nos coeNT TAREE
sso [ay | AY | 27.06.16 AMENDMENT DETAILS Fy “| 11000 0 0120-30050 SURVEYOR: ML_SURVEYS PALM LAKE WORKS PTY STORMWATER DRAINAGE
“ATA | BF _| BF | 07.09.16 | ISSUED FOR CONSTRUCTION - PENDING COUNCIL APPROVAL 20 43 38 Leybourne Street, Chelmer QLD 4068 LTD 5 coaern
at ; RORIZONTAL Mob: 0412 744 223 E: [email protected] | ) LONGITUDINAL SECTIONS
K 7
Bic Deawacrecx| 1100 2 1 0 2 sm PROMECT Ho. ‘APPROVED y Calibre Consulting (QLD) Py Lid ‘uy SHEET 2 OF 3
40 Ee 2 —— a 43 16-001014 Mal ANDREW MCPHAIL RPEQ 6921 PALM GORE RESORT calibre Ge San Sg ts QD An 0 Sey THAWING HOUSER See
NIE VERTICAL a Telephone 07 3895 3444 Focsimile 07 3895 3400
air FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD STAGE 2 CONSULTING tau Catan istine ty Sappen Setiacont SOREL 16-001014-115 A
Page 11
-
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
[OCR of page images]
Fre > a >
STRUCTURE SS NOOSA COUNCIL
AS E
NAME £8 7 2 APPROVED PLAN
OPW16/0203 5 DEC 2016
Ss 2
Ze gis =
STRUCTURE wes 8/5? 3|28
Ylee o 4/5
DESCRIPTION eS 3 gles Ze5
Z\e&a 2 s|2 Slo ce
Zee E)<\ Bee B\<
gifs = 2 -|#&( = Z|2
Flies als a wz e Ze
aI8SS zie » En n als
See 26 F Bja\ 3 ae
NOTE:
1. NOTWITHSTANDING THE STORMWATER
STRUCTURE LEVELS SHOWN, THE COVER 2 Zl
OR GRATE LEVEL SHALL SUIT THE g 2
FINISHED SURFACE PROFILE. 2 =
2. THE PIPE CLASSES HAVE BEEN g s
DESIGNED FOR SERVICE LOADS ONLY. e s
THE CONTRACTOR SHALL ASSESS ¥ sl
ANTICIPATED LOADS AND UPGRADE THE = Qto0 H.G.L.
PIPE CLASSES IF NECESSARY IN g g (TYPICAL)
ACCORDANCE WITH AS 3725-2007. 5 i 3
CRACKED PIPES WILL NOT BE ACCEPTED. [TS
3. CONTRACTOR TO CHECK EXISTING BN 7 Caren)
CONNECTIONS PRIOR TO CONSTRUCTION. f HY
4, SURCHARGE DURING A Q100 EVENT IS
PICKED UP PARTIALLY DOWNSTREAM
AND THE REMAINING CONTRIBUTES TO
OVERLAND FLOW. FLOOD WIDTHS DO
NOT EXCEED ROAD RESERVE DURING
MODELLED Q100 EVENT
5, DRAINAGE SYSTEM FOR STAGE 2 HAS
BEEN DESIGNED TO MAXIMISE CAPTURE LINE U DESIGNED TO\CONVE LINE 15 HAS BEEN DESIGNED TO
AND MINIMISE OVERLAND FLOW DUE TO FLOWS FROM FUTURE/ AGED] CAPTURE 100% OF EXTERNAL
LARGE UPSTREAM CATCHMENTS. CARE DEVELOPMENT. Y1.G.L. CATCHMENT Quoo FLOWS
ANALYSIS CONFIRMS PIPE H
CAPACITY FOR Qi FLBWS
PIPE SIZE mm (Class) 525 525 525
(BLACK (BLACK | (BLACK
MAX) | MAX) | MAX)
PIPE GRADE (%) 0.40%, |_ 0.40%, | _ 0.40%,
PIPE SLOPE (1 in X) 250.36 250.00 250.00
FULL PIPE VELOCITY (m/s) |. 155 455 155
PART FULL VELOCITY (m/s)] 128 ee
88.0
als osle Salk xls
H.G.L IN PIPE & ole snl giedle sitll
S/2 88/8 Seis ses
W.S.E_IN STRUCTURE
PIPE FLOW 0.335, 0.335 0.335
(Cumecs)
PIPE CAPACITY v2 | oar | 027
AT GRADE (Cumecs)
R 88 8 3/8 3
DEPTH TO INVERT =o Sl Sle “|
= eF sls ele am
INVERT LEVEL 2 32 &s8 88 =
OF DRAIN = Se FF Al ig
5 3 3 2 2 a
DESIGN SURFACE a) og} og] EI (8 3
LEVEL 7 “| *| . 5
als gis Als AIS alR g
nye mS ne iy) eo as 8
SETOUT ge §|8 sls sls Sle 8
COORDINATES fz lel _
S 3 $ 8 3
RUNNING S|] 6.146%] 23.6048] 2.995 m1 s
CHAINAGE
LINE N.S.C. REF NO. MCU15/0111 & REC15/0031
Feat [once [awe] bare SRE (METRES TECROFILN Wes caer PRAWNS THE
tame [AY | AY | 27.06.16 Seer PaTALe | 000 0 020304050 SURVEYOR: ML_SURVEYS STORMWATER DRAINAGE
PALM E PTY L
‘ATA 8 | ef | 07.09.16 | ISSUED FOR CONSTRUCTION ~ PENDING COUNCIL APPROVAL 4; 38 Leybourne Street, Chelmer QLD 4068 LAKE WORKS TD CONT STAUA
Sta ratoune smacue ERATE HORIZONTAL Mob: 0412 744 223 E: [email protected] | : LONGITUDINAL SECTIONS
N A
AG Prawn crecx| 1100 2 1 0 2 om PROWECT No APPROVED PALM LAKE RESORT Calibre Constng (QLD) ty Ld a SHEET 3 OF 3
#0 200 a 43 16-001014 Wh. ‘ANDREW MCPHAIL RPEQ 6921 COOROY C | re Sela Ses Sta a exe [nawne NOMBER me
NTE VERTICAL Tdeghane 07 3895 3444 Focsimile 07 38953400 SoBe
air FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD STAGE 2 CONSULTING [Béabane Conbora Meoume Syihey Shgapery Sunshine Coust Lic AOBA 16-001014-116
Page 12
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NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
[OCR of page images]
MASS CONCRETE —~ |
PIPE DESIGNED TO CONVEY FLOWS
FOR FUTURE AGED CARE FACILITY
1.45m LENGTH 125mm
THICK WEIR RL102.420
EXISTING 'HIGH FLOW’ PIPE
BUILT AS PART OF
PREVIOUS STAGE 1A WORKS
9/T - 1500 dia
SCALE (A3): 1:40
1.45m LENGTH 125mm
THICK WEIR RL102.420
BEND 3
600 (BLACK MAX)
1L101.864
SL. 103.237
_{(z)sz8 1/8 x3
ash"
9/1 - 1500 dia ‘LOW FLOW’ SECTION
SCALE (A1) 1:20
SCALE (A3) 1:40
BEND 525
(BLACK MAX)
“LOW FLOW
1101844
MASS CONCRETE
POUR AND BENCH MA:
TO RL101.844
525 OUTLET
“LOW FLOW’ 1L101.844 |
600 (BLAt
| —— CONSTRUCT NEW MANHOLE OVER
EXISTING PIPE, CLEAN OUTLET.
POUR AND BENCH MASS
CONCRETE TO RL101.844
CONSTRUCT NEW MANHOLE OVER
EXISTING PIPE, CLEAN OUTLET.
BEND 3
IL101,
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
NOTES
1. CONCRETE GRADE F'c = 40 MPa U.N.O.
2. REINFORCEMENT STEEL:
2/N12-100 HOOP
TRIMMER BARS EF
STRUCTURAL CERTIFICATION
PIPE PENETRATION
STORMWATER DRAINAGE
STRUCTURE
31.10.16
XN
eZ | oat
Ly
Date
For & on Behalf of
RPEQ
Calibre Consulting (QLD) PTY LTD
RS1 ABBREVIATIONS FOR STEEL GRADE AND TYPE: - “N” -
GRADE DSOON DEFORMED BAR TO AS/NZS 4671. WN
SS CONCRETE RS2 REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND
NOT NECESSARILY SHOWN IN TRUE PROJECTION.
RS3_ ENSURE THE CORRECT SPACING OF BARS IS MAINTAINED AND. 2x900x900
ALL REINFORCEMENT IS SUPPORTED IN ITS CORRECT TYPE 1 GRATE
POSITION BY APPROVED PLASTIC BAR CHAIRS, SPACERS OR REINFORCEMENT TYPICAL PIPE PENETRATION
SUPPORT BARS AT 800 MAX CRS IN BOTH DIRECTIONS. SCALE: N.T.S.
RS4 TIE ALL INTERSECTIONS OF BARS WITH 1.25mm MIN DIA. /
ANNEALED WIRE.
RSS DO NOT WELD REINFORCEMENT WITHOUT APPROVAL OF THE ey [3]
ENGINEER. 1)
3. | FORMWORK IN ACCORDANCE WITH AS 3610.
4. DESIGNED TO 5 kPa LIVE LOAD. pd. | —seTouT L-BAR TO MATCH 800 LAP
5. REINFORCEMENT COVER 45 MIN ' F 740.021 CLOSER REINFORCEMENT
6. REFER SERVICE AUTHORITY FOR ACCESS HOLE ALTERNATIVE TO BE ADOPTED. . 00 LAP
7. ALL DIMENSIONS IN MILLIMETRES. N 702.058
8. SCRABBLE ROUGHEN CONSTRUCTION JOINTS AND APPLY BONDCRETE PRIOR TO\ 4
POUR. ey 7 é ;
9, —=G=—DENOTES MATCHING BAR SIZE AND SPACING qe
& a
~ <
2 s
—j}_ _ _ s
| 8
O-|] |
EL
CORNER > 90°
J TYPICAL WALL CORNER REINFORCEMENT DETAILS
SCALE: N.T.S.
1715 - 900 x 1800 (DEPTH 2.2m)
SCALE (A‘) 4:20
SCALE (A3) 1:40 A
N12-250 U BARS TYP. 20
450 LEGS TYP. x
SL. 103.237 220
Sea eA
| oe in : l :
- ye Ie
—---4 }1t___ |—125mm THICK WEIR Nt2-250 |
r ! RL102.420 EW EF | |
{ : a | I] |] = Ni2-200 EF Ret + N12-250 U BAR |
poey | | —_ 450 LEGS TYP
rT | Smo I
tena | | elt N12-250 CENTRAL pe Me Ni2-280 EF I |
Q] eT ~ 17 - /
864 | ald: i e= | |) — | I
| 1G ---F---= = &= 1 | eT |. 7 =H
pou — L ! | STARTER ot k + L N12-200| EF \
1 BARS TO | SCABBLE +) |e |
* | -| |.
| i | ex ert s2sial MATCH MAIN ROUGHEN \ |
! 4 "
\4 awl tl | HIGH FLOW’ {p> WALL BARS | | INTERFACE | |e N12-200 EF 4 |
« 4 i 1.101.158 | \
: i | 300 COG TYP. ni2-250 EF —~ |] || |
L i L | | N12-250 :
| Le-+-+4 biti . i EW EF ia t
400 COG — 7 PS a NI2-250 | |
+ al q U BARS TYP. 1
on : : 450 LEGS TYP. Sao 7
Lm2-150 CENTRAL ARRANGED a0 =
EVENLY AS SHOWN 25MM Le as =
9/T_- 1500 dia ‘HIGH FLOW’ SECTION
SCALE (AM) 120
SCALE (A3) 1:40
BLINDING CONCRETE
Fic = 10 MPa
ENGAGE GEOTECHNICAL ENGINEER
TO VERIFY A MINIMUM SAFE
ALLOWABLE BEARING PRESSURE
OF 100 kPa CAN BE ACHIEVED
N12-250 EF
N.S.C. REF NO. MCU15/0111 & REC15/0031
Fast [caice [oan] _ DATE pastas Coaca! SCALE U METRES T TCROFEM fo. CLENT SaRwee TE
AMENDMENT DETAILS SURVEYOR: ML_SURVEYS
Cri ae 38 Leybourne Street, Chelmer OLD 4068 PALM LAKE WORKS PTY LTD conterrustan STORMWATER DRAINAGE
9. Mob: 0412 744 223 E: [email protected] STRUCTURE DETAILS
: BaF | nw | 27.10.16 | STRUCTURE 1/15 ENLARGED #20 0.2 0 02 04 06 08 1 At mn PROJECT —_ 4
pie DRAWN cHeck | 1:60 3 PROJECT No. ‘APPROVED. * /
ib ‘ooo Va evn PALM LAKE AESORT Calle Benen 52 erm SET OF 2
NIE - v Telghane 07 3895 3444 Facsimile 07 3895 2400 SOTBENY
sir FOR & ON BEHALF OF CALIBRE CONSULTING {QLD) PTY LTD STAGE 2 CONSULTING Brabane Canbora Mabou Byéoey Singapore Sanahne Coast Lic 4084 16-001014-119 B
Page 13
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NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
[OCR of page images]
MIN. 3.0m LENGTH
125mm WIDE WEIR
RL.107.175
REFER DETAIL ~]
2/4 TWIN 7506
LL. 101.813
P
N12-200
U-BAR 500 LEGS
ROOF SLAB FORMS
PART OF TRAFFICABLE
CONCRETE DRIVEWAY.
SURFACE FINISH TO
ARCHITECTS DETAILS
f'c=S0MPa.
n>
Ra
iS
=
2
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
RECCESS TYP. ACCESS
HOLE INTO ROOF SLAB.
1/N12_ TRIMMER
150mm THICK CONCRETE PAVEMENT
preps
> fiSomm THICK CONCRETE PAVEMENT
TWIN 750@ INLET
PIPES 1.L.101.813
OUT/A TWIN 7500 HIGH
FLOW PIPE LL. 101.745
| 8008 3 MONTH LOW FLOW
OUTLET PIPE |.L. 101.793
= N12-150 EACH WAY
wa TOP AND BOTTOM
IN BASE
zZ a
_ 1/0 6006 3 MONTH = a-tk— -f-=f I
LOW FLOW PIPE iL autos g | [eee . oe _—
a LL. 10183 s ele
z
an RZ 500 LAP
MIN. 3.0m LENGTH
125mm WIDE WEIR
RL.107.175
REFER DETAIL SECTION
SCALE (Nl: 1:20
SCALE (A3):1:40
1A - 3000 x 2500 3.00m
SCALE (AN: 120
SCALE (A3): 1:40
NOTES
1. REFER DRG. 16-001014-119 FOR NOTES U.N.O.
2. DESIGNED TO AS5100.2 W80 & A160 LOADS, & 25kPa.
N16-150 EACH RECCESS TYP. ACCESS
WAY BOTTOM HOLE INTO ROOF SLAB.
N12-150 EACH N12-150 U-BAR 4/N12. TRIMMER
z WAY TOP. 500 LEGS
= N12-150 LIGS ADJACENT
a SL103.36>\ PENETRATION
CRETE PAVEMEN ~~ 50mm THICK CONCRETE PAVEMENT 1s
150mm THICK CON
3/N12 TOP 3/N12 CENTRAL ARRANGED
N12-200 U-BAR Na ynte BoTToM EVENLY AS SHOWN STRUCTURAL CERTIFICATION
N12-200 HORIZONTAL 2ynig BoTToM LE} 3] ||.|_ = Ni2-300 CENTRAL STORMWATER DRAINAGE
EACH FACE CO oo extra EwT0 |F4t{ 29 + STRUCTURE
Tn CH \ / \\ ACCESS TYP. ° 09.09.16
/ TWIN 750@ HIGH \ (TWIN 750% HIGH \ \ PENETRATION. “UA TWIN 1500 Ss Date..09.09:
1/0 6000 3 MONTH | FLOW OUTLET }]} [! FLOW OUTLET |} 1500 LONG iL tote —~ -RPEQ.
LOW FLOW PIPE IL. 101.793 \ PIPES 1.L.109.745 / f \\ PIPES I.L.101.745 / _ For & on Behalf of
. 7 | 4 Calibre Consulting (QLD) PTY LTD
SEE SS 5 CONCRETE WEIR DETAIL
< = fo > —}. |
TILL #
300 250 TOE
25mm THICK 10 MPa SECTION (B\ CoG TYP.
BLINDING CONCRETE SCALE (Ail: 1:20 \— 7
SCALE (A3):1:40
N.S.C. REF NO. MCU15/0111 & REC15/0031
= aumowei oevane Denon ovo ESTEE werortawe “SURVEYOR: ML_SURVEYS a : om STORMWATER DRAINAGE
AG TSSUED FOR CONSTRUCTION ~ PENGNG COONGL APPROVAL no oan os cen Hoo thts ee SAreeh, Chetan OLD e068 PALM LAKE WORKS PTY LTD . = CONSULT AUSTRALIA STRUCTURE DETAILS
5 PROJECT Ko. “APPROVED , A J]
i Ez +40 a3 teeta Ms avoxeu mean grea oot PALM GARE RESORT calibre cea os gat =n SHEET 2 OF 2 =
i FOR & ON BEMALF OF CALIBRE CONSULTING (QLD) PTY LTD STAGE 2 CONSULTING tate rors eam os ga stan Soe 16-001014-120 A
Page 14
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NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
[OCR of page images]
BIO_RETENTION BASIN CONSTRUCTION SEQUENCE NOTES:
THE CONSTRUCTION AND ESTABLISHMENT OF BIO RETENTION BASINS IS TO BE STAGED AS FOLLOWS:
1.
FUNCTIONAL INSTALLATION - ONCE THE MAJORITY OF THE SUBDIVISION WORKS ARE COMPLETE, THE
BASIN CONSTRUCTION INCLUDING EARTHWORKS, INLETS, OUTLET STRUCTURES, SUBSOIL DRAINAGE,
TRANSITION LAYERS, FILTER MATERIAL, PROTECTIVE LAYERS AND EROSION AND SEDIMENT CONTROL
MEASURES ARE TO BE UNDERTAKEN BY THE CIVIL CONTRACTOR. THE FILTER MEDIA WITHIN THE BIO
RETENTION BASIN IS TO BE COVERED WITH A PROTECTIVE GEOFABRIC LAYER (BIDIM A12 OR
EQUIVALENT), THEN COVERED WITH 75mm OF TOPSOIL AND TURFED OR GRASS SEEDED TO THE
SATISFACTION OF COUNCIL. SILT FENCES ARE TO BE ERECTED AROUND THE OUTSIDE OF THE BASIN.
ACCEPTANCE OF THE COMPLETED SUBDIVISION WORKS ON AND OFF MAINTENANCE BY COUNCIL IS TO
EXCLUDE THE PROTECTIVE LAYERS WITHIN THE BIO BASINS.
BUILDING CONSTRUCTION - THE PROTECTIVE GEOFABRIC AND GRASS LAYER AND THE EROSION AND
SEDIMENT CONTROL MEASURES ARE TO REMAIN IN PLACE DURING THE BUILDING CONSTRUCTION PHASE.
THE BUILDING CONSTRUCTION PHASE IS TO BE THE TIME FOR COMPLETION OF 75% OF THE BUILDING
CONSTRUCTION AND SITE ESTABLISHMENT WORKS ON ALLOTMENTS OR 12 MONTHS FOLLOWING
COMPLETION OF THE SUBDIVISION WORKS, WHICHEVER IS SHORTER. THE MAINTENANCE OF THE BASINS
INCLUDING INLETS, OUTLETS AND EROSION AND SEDIMENT CONTROL MEASURES IS TO BE UNDERTAKEN
BY THE CIVIL CONTRACTOR FOR THE DURATION OF THE BUILDING CONSTRUCTION PHASE.
OPERATIONAL ESTABLISHMENT - FOLLOWING COMPLETION OF THE BUILDING CONSTRUCTION PHASE, THE
TURF, TOPSOIL AND PROTECTIVE GEOFABRIC IS TO BE REMOVED AND THE BASIN RE-PLANTED WITH
VEGETATION AND LANDSCAPING AS PER THE LANDSCAPE DESIGN DRAWINGS. WORKS UNDERTAKEN FOR
OPERATIONAL ESTABLISHMENT ARE TO BE UNDERTAKEN BY OTHERS AND WILL BE SUBJECT TO A
SEPARATE ACCEPTANCE BY COUNCIL FOR ON AND OFF MAINTENANCE.
IN-SITU_INFILTRATION TEST - AN IN-SITU INFILTRATION TEST WILL BE REQUIRED PRIOR TO
ON-MAINTENANCE BEING GRANTED BY COUNCIL. THE TEST WILL NEED TO ACHIEVE AN AVERAGE RATE
OF 180mm/h INFILTRATION (WITHIN APPROPRIATE TOLERANCES) WITH AT LEAST 4 SAMPLE LOCATIONS
AROUND THE BASIN. ANOTHER IN-SITU INFILTRATION TEST WILL BE REQUIRED FOR OFF-MAINTENANCE.
BIO RETENTION PARTICLE SIZE DISTRIBUTION AND PROPERTIES GUIDE:
SOURCE: (BIOFILTRATION MEDIA GUIDELINES (VERSION 3.01), PREPARED BY THE FACILITY FOR ADVANCING
WATER BIOFILTRATION (FAWB), JUNE 2009.) & (BIO-RETENTION TECHNICAL DESIGN GUIDELINES (VERSION 1)
PREPARED BY 'WATER BY DESIGN’ (OCTOBER 2012)
MATERIAL COMPOSITION RANGE GUIDE:
CLAY AND SILT <3% (<0.05mm)
VERY FINE SAND 5-30% (0.05-0.1Smm)
FINE SAND 10-30% (0.15-0.25mm)
MEDIUM TO COARSE SAND 40-60% (0.25-1.0mm)
COARSE SAND 71-10% (1.0-2.0mm)
FINE GRAVEL <3.0% (2.0-3.4mm)
WHILE TOTAL CLAY AND SILT CONTENT OF 3% IS RECOMMENDED, A CLAY AND SILT CONTENT UP TO 6%
IS ACCEPTABLE PROVIDED:
THE SATURATED HYDRAULIC CONDUCTIVITY IS BETWEEN 100mm/hr & 300mm/hr AND
THE REMAINING MATERIAL MEETS THE COMPOSITION RANGE SPECIFIED ABOVE.
SOIL_SPECIFICATIONS:
FOREBAY SLAB - 125mm THICK
ENDWALL
CONCRETE, SL62 REINFORCING, 50 TOP COVER ee
SLEEVES AT 0.5m CENTRES
m —— 100 AG PIPE
REFER DETAIL A 100% ROCK SCOUR PROTECTION OVER
1 | ti) __ GEOFABRIC TO PERIMETER OF
dh L SRR FOREBAY WEIR AT 1.0m CENTERS.
z ZG Z
YSIS SSSPS SY <| g
USINSITU SOIL TO REMAIN UNDER SAAS \ g|
COARSE, SEDIMENT, FOREBAY, RRR, L= NO FINE CONCRETE
TOTAL NITROGEN CONTENT - <1000mg/kg
ORTHOPHOSPHATE CONTENT - <80mg/kg SOILS WITH TOTAL PHOSPHORUS CONCENTRATIONS >100mg/kg
SHOULD BE TESTED FOR POTENTIAL LEACHING. WHERE PLANTS WITH MODERATE PHOSPHORUS
SENSITIVITY ARE TO BE USED, TOTAL PHOSPHORUS CONCENTRATIONS SHOULD BE <20mg/kg)
ORGANIC MATTER CONTENT - AT LEAST 3% (w/w). AN ORGANIC CONTENT LOWER THAN 3% IS
LIKELY TO HAVE TOO LOW A WATER HOLDING CAPACITY TO SUPPORT HEALTHY PLANT GROWTH. IN
ORDER TO COMPLY WITH BOTH THIS AND THE TOTAL NITROGEN AND ORTHOPHOSPHATE CONTENT
REQUIREMENTS, A LOW NUTRIENT ORGANIC MATTER WILL BE REQUIRED.
pH - AS SPECIFIED FOR ‘NATURAL SOILS AND SOIL BLENDS’ 5.5-7.5 (pH 1:5 IN WATER)
ELECTRICAL CONDUCTIVITY - AS SPECIFIED FOR ‘NATURAL SOILS AND SOIL BLENDS’ <1.2 dS/m.
NOTE: LAY GEOFABRIC OVER INSITU SOIL.
(EXTEND MINIMUM 300mm UNDER FOREBAY)
PIN GEOFABRIC TO INSITU SOIL AND FORM
CONCRETE ONTO GEOFABRIC.
BIO_RETENTION INSTALLATION NOTES:
THE PLACEMENT OF DRAINAGE, TRANSITION AND FILTER MEDIA
LAYERS MUST BE UNDERTAKEN CAREFULLY TO ENSURE CORRECT
DEPTH, SLOPE AND COMPACTION:
DEPTH: FILTER MEDIA SHOULD BE INSTALLED AND COMPACTED IN
TWO LIFTS FOR DEPTHS OVER 500mm.
SLOPE: THE TOP SURFACE OF THE DRAINAGE LAYER, TRANSITION
LAYER AND FILTER MEDIA LAYER SHOULD BE FLAT. A
SPREADER BAR SHOULD LEVEL THE SURFACE OF EACH LAYER.
COMPACTION: THE FILTER MEDIA MUST BE LIGHTLY COMPACTED
DURING INSTALLATION TO PREVENT THE MIGRATION OF FINE
PARTICLES. THIS CAN BE ACHIEVED WITH A SINGLE PASS OF A
LIGHT ROLLER SUCH AS A DRUM LAWN ROLLER. A VIBRATING
PLATE CAN ALSO BE USED TO COMPACT SMALL BIO RETENTION
SYSTEMS OR ‘POZITRACK’ BOBCATS CAN BE USED FOR LARGE
SYSTEMS. ENSURE ONLY ONE COMPACTING PASS IS MADE OVER
THE MEDIA FOR LIGHT COMPACTION.
ROCK ARMOURING NOTES:
14. ROCKS TO BE DURABLE BLUE STONE OR OTHERWISE
APPROVED BY SUPERINTENDENT.
2. EACH ROCK SHALL BE:
- ANGULAR IN SHAPE (PROMOTES INTERLOCKING)
- FREE FROM OVERBURDEN, SPOIL, SHALE AND
ORGANIC MATERIAL.
3. NEITHER BREADTH NOR THICKNESS OF A SINGLE ROCK SHALL
BE LESS THAN ONE HALF ITS LENGTH {ie THE ROCK SHALL
BE CHUNKY RATHER THAN FLAT).
4. ROCKS TO BE PLACED AND INTERLOCKED INTO POSITION AND
BUILT UP TO FINAL LEVELS SHOWN, ENSURING COVERAGE OF
GEOFABRIC.
5. GAPS BETWEEN THE ROCKS ARE TO BE FILLED BY DROPPING
SMALL ROCKS INTO GAPS AND LOCKING INTO POSITION WITH
A CROWBAR.
6. ALL ROCKWORK TO BE PLACED OVER BIDIM A24 OR
EQUIVALENT.
7. FOR ROCK SIZED SPECIFIED AS Dso ON THE DRAWINGS, THIS
CORRESPONDS TO THE MEDIAN DIAMETER OF WHICH HALF OF
THE ROCK SIZES SHALL BE GREATER AND HALF OF THEM
SHALL BE SMALLER. THE ROCK SHALL BE WELL GRADED
AND HAVE A MAXIMUM SIZE NO GREATER THAN 30% AND A
MINIMUM SIZE NO LESS THAN 30% SMALLER THAN Dso. FOR
EXAMPLE IF Dso = 400mm IS SPECIFIED, THE EQUIVALENT
ROCK DIAMETER RANGES FROM 280 to 520mm.
TURF REINFORCED WITH ENKAMAT OR
APPROVED EQUIVALENT INSTALLATION NOTES:
1. PREPARE AND COMPACT BASE SURFACE. EXCAVATE ANCHOR
TRENCHES AT TOE AND SHOULDER OF BANK, TO BE
BACKFILLED AFTER LAYING TURF.
2. LAY ENKAMAT OR APPROVED EQUIVALENT AND PIN TO
MANUFACTURERS SPECIFICATIONS.
3. LAY TOPSOIL AND PLACE TURF.
SAFETY FENCE TO
LANDSCAPE ;
ARCHITECTS DETAIL————~—
PERMEABLE
GEOTEXTILE
MEMBRANE
GRANULAR FILL:
150 SUBSOIL DRAIN CLEANOUT
- PVC PIPE (NON SLOTTED) AND
CONNECTOR CLEANOUTS AT HEAD
GRAVEL DRAINAGE LAYER -
DEPTH 200mm. (NO FINES)
Cl. CAP. EXTEND CAP TO
APPROX. 50-100mm ABOVE
BIORETENTION SURFACE. SCREW
CAP FIXED USING 3 ~\
OF SUBSOIL DRAIN AND AS
SHOWN ON PLAN
5-7mm AGGREGATE
UPVC JOINT FOR
RISER CONNECTION
TO SLOTTED PIPE
EPOXY SADDLE JOINT
TO TRUNK MAIN
400mm DEPTH CONSISTENT WITH
CURRENT FAWB SPECIFICATIONS.
FILTER MEDIAN PARTICLE DIA
0.45m MIN. HYDRAULIC
maf CONDUCTIVITY 200mm/hr
|
COARSE SAND TRANSITION
LAYER - 100mm DEPTH
(imm PARTICLE DIA.)
200m W x 150m D CONCRETE
SURROUND TO CLEANOUT RISER
YW
FILTER MEDIA LOAM -
PROVIDE BIDUM A12 OR
i Cievennenieeiel EQUIVALENT TO EXTENTS
SMOOTH WALLED SLOTTED PVC
PIPE- MIN 0.5% GRADE AND
MAX 2.5m SPACINGS
COLLECTOR PIPE
BIO RETENTION BASIN SUBSOIL DRAIN
CLEANOUT AND FILTER MEDIA SPECIFICATIONS
PROVIDE 300mm THICK CONCRETE
SCALE: 1:20(A1)
0.15m_ MIN ALL AROUND
INFILL ENDWALL AROUND PPE)
NOTE:
tt
APPROPRIATENESS OF GEOTEXTILE LINER AS
J
OT
TYPICAL OUTLET THROUGH ROCKWALL DETAIL
SCALE 1:50 (A)
REFER DRG. 16-001014-105
FOR FURTHER ROCK
BOULDER WALL DETAILS
300mm
TEMP. PONDING LEVEL
BASE OF
BIO RETENTION
FILTER MATERIAL
AN ALTERNATIVE TO HDPE LINER TO BE
ASSESSED BY GEOTECHNICAL ENGINEER AT
CONSTRUCTION STAGE FOLLOWING TESTING OF
1.0m WIDE, 0.45m DEEP, 0.20m INSITU SOILS.
THICK CONCRETE (SL81 MESH
CENTRAL) SUPPORT UNDER PIPE
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
SAFETY FENCE TO
LANDSCAPE y
ARCHITECTS DETAIL.
REFER DRG. 16-001014-105
FOR FURTHER ROCK
BOULDER WALL DETAILS
PERMEABLE
GEOTEXTILE
MEMBRANE
300mm
GRANULAR FILL:
100D AG PIPE
NO FINE CONCRETE:
TEMP. PONDING LEVEL
BASIN SL: 100.05m AHD
BASE OF
BIO RETENTION
FILTER MATERIAL
WOOE
Ee
SOUTHERN BIO-RETENTION BASIN TYPICAL
w
Ss
Ss
3
3
CENTRAL BIO-RETENTION BASIN TYPICAL
TYPICAL SECTION THROUGH FOREBAY DETAIL A RETAINING WALL SECTION
SCALE 150 (41) SCALE 120 (A1) RETAINING WALL SECTION SCALE: N.T.S.
SCALE: N.T.S.
N.S.C. REF NO. MCU15/0111 & REC15/0031
fst [ccs oem] _oaTE [AMENDMENT DETAILS DesIGN CHECK sous (ems) menor SURVEYOR: ML SURVEYS oer a —
afk $ 7 oo ISSUED FOR CONSTRUCTION — PENOING COUNCIL APPROVAL cM to 1 0s 1 aM 78, Leybourne TBE [email protected] _PAM LAKE WORKS PTY LTD " CONSULT AUSTRALIA eae ortAIe
fe eam cnr] 1° 2) meget, [ame 1 PALM LAKE RESORT ih core cnaig (0 Py ny
é D 16-001014 y ANDREW MCPHAIL RPEQ 6921 COOROY Ca I re Grae Fr, 55 Quen Sr, Bore, GL Ain 400 ESOS FSS area pease roy
8 F cM 6-0010 ron » ov bout caste YnsieTHG (ato) PTY LT STAGE 2 CONSULTING Ce sts nos tn Se snc ‘oi 16-001014-400 A
Page 15
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NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
[OCR of page images]
—=
NOTE:
REFER TO LANDSCAPE ARCHITECT
DRAWINGS FOR BIO-RETENTION BASIN LS _ ~ SS SD
BATTER TREATMENTS AND BASIN PLANTING / Lc eo N
= —— N
4 PROPOSED 1200 x 1200 FIELD INLET EXISITNG 900 STORMWATER PIPE TO CONVEY
NOTE:
REFER TO DRG. 16-001014-110 FOR CARPARK)
SETOUT AND DETAILS.
NOTE:
REFER TO DRG. 16-001014-400 FOR TYPICAL
WATER QUALITY NOTES AND DETAILS
4
Z
PRIMARY OUTLET PIT TO DIVERT
63% ARP PEAK FLOWS TOWARDS
CENTRAL BASIN (RL 102.0mAHD)
PEAK FLOWS OF THE 63% ARP STORM
TO BE EXTENDED APPROX. 3.8m EXACT
LOCATION TO BE DETERMINED ON SITE
N
RL 103.00
RL 102.00
\
A
x
EVENT, \
\
‘
EXISITNG @900 STORMWATER PIPE
\ TO CONVEY PEAK FLOWS ABOVE
\ THE 63% ARP STORM EVENT
PROPOSED 1200 x 1200 FIELD INLET
SECONDARY OUTLET PIT TO CONVEY \
PEAK FLOWS ABOVE 63% AEP >)
\
LEGEND
EXISTING SURFACE CONTOUR
EXISTING SURFACE CONTOUR
BATTERS (GRADE AS SPECIFIED)
PROPOSED ROCK RETAINING WALL
CONCRETE SLEEPER RETAINING WALL
PROPOSED STORMWATER PIPE
225® SUBSOIL COLLECTOR
100@ SUBSOIL AND CLEANOUT POINTS
SAFETY FENCE - REFER LANDSCAPE
ARCHITECT PLANS FOR DETAILS.
ROCK ARMOURING SCOUR PROTECTION
TURF REINFORCED WITH ENKAMAT
OR APPROVED EQUIVALENT
Q100 OVERLAND FLOW
BIORETENTION BASIN FILTER MEDIA
REFER DRG. 16-001014-400 FOR DETAIL
BASIN SETOUT TABLE
PROPOSED RETAINING WALL (MAXIMUM
71m WALL HEIGHT) SAFETY FENCING TO
BE PROVIDED ALONG RETAINING WALL
TOW = RL 103.30
BOW = RL 102.55 ‘ Es io
T 7 OUTHERN BASIN (BIORETENTION SYSTEM ROCK PROTECTION
| . FILTER AREA = 310m? (oy 30
\ y SURFACE LEVEL = 101.7m AHD
< FILTER DEPTH = 0.4m
Wo TEMPORARY PONDING DEPTH
\ ONS
\ in
\ \
25% PIPE TO OUTLET THROUG!
ASE OF WALL I.L.101.710.
EFER DRG. 16-001014-400 FOR
2.5m WIDE KERB ,/
BREAKOUT FOR
OVERLAND FLOW
RL 101.70
7
Z
STORM EVENT (RL 102.3mAHD)
\ YY \\> 7S
\
\ ( ;
RL 103.65 '
RL 102.875 Hy
CUSTOM CONCRETE q
<j HEADWALL EXACT LOCATION & /
e TO BE CONFIRMED ON SITE —
Ore.
*
1
1
1
\
7
“
uv
HUMEGARD GPT
_-REFER TO DRG |
<< NO, 16-001014-115 |
FOR DETAILS \
A
XN 1
\ !
se!
SPLITTER MANHOLE TO
DIRECT 3 MONTH ARI PEAK
, FLOWS INTO GPT AND
7 LARGER EVENTS DIRECTLY
INTO SOUTHERN BASIN
| 3.0m WIDE BASIN
| ACCESS TRACK.
t
\
(
'
\
l
l
1
MAINTENANCE ACCESS GATE
TO BE IN ACCORDANCE WITH
POOL SAFETY GUIDELINES
TOW
BOW
RL 103.65
RL 102.20
PAD RL 103.65m AHD
! Ms
POINT No, | EASTING | NORTHING [RL
805.831 872.253 703.000
802.533 876.855 101.710
799.483 8B1.112 102.000
797.575 880.316 101.700
794.697 887.000 102.000
793.148 885.735 101.700
781.694 887.842 102.000
783.067 886.388 101.700
778.817 882.375 101.700
T1424 878.146 102.550
778.613 875,306 101.700
ZY 782.073 871.642 101.700
. 789.155 868.824 101.700
PROVIDE 0.5m WIDE MIN. ROCK SCOUR th 789.149 B6B.344 101.750
Pe STON OF MALE TERGENCY 792.109 867.858 101.750
Dep = 200mm 16 788.792 866.168 101.900
THICKNESS = 300mm 7 791.752 865.683 101.870
8 785.565 859.057 103.117
9 788.469 857.904 103.102
20 784.287 857.690 103.254
a 786.346 855.509 103.299
2 783.900 857.325 103.262
2B 785.959 855.143 103,307
EXISTING 900% PIPE TO
CONVEY MINOR DESIGN
STORM (Q10) FROM FUTURE
1
\
1
{ | /
1
1
I
: /
STORMWATER DRAINAGE SIZED
FOR 63% AEP STORM EVENT ~~
/
HUMEGARD GPT
REFER TO DRG
NO. 16-001014-116
FOR DETAILS
SPLITTER MANHOLE TO DIRECT 1
YEAR ARI PEAK FLOWS INTO
SOUTHERN BASIN AND LARGER
EVENTS NORTH
\
BNE v7
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
N.S.C. REF NO. MCU15/0111 & REC15/0031
wer Tae verALe pesian creck GONE CMETHES T menor" | surVEYOR: ML_SURVEYS “ rn aoe SOUTHERN BIORETENTION
a | SCO ae ee Hoo We ND 2 rreyOmisureyseonoy |__PALM LAKE WORKS PTY LTD C- se BASIN LAYOUT PLAN
ie Soave oncon} 1200 pnoveey Ha TROD Ho PALM LAKE RESORT il Cale Consulting (QLD) Py Ltd ‘oat
: D 7 ANDREW MCPHAIL RPEQ 6921 COOROY Cal | re Gren Fo, 545 Quen Sr ror, CLD Asis 000 ESOS) FSR Rwana UMBER Te80E
HE cM ‘600101 wal, : Oe au nv STAGE 2 CONSULTING stent Sent" 16-001014-401 A
Page 16
-
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
[OCR of page images]
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
STRUCTURE 1/Q CUSTOM GRATE
FOR 1200mm x 1200mm INLET.
REFER |.P.W.E.A.Q. STD. DRG.
D-0050 FOR ADDITIONAL DETAILS.
STRUCTURE 5/R CUSTOM GRATE
FOR 1200mm x 1200mm INLET.
REFER |.P.W.E.A.Q. STD. DRG.
D-0050 FOR ADDITIONAL DETAILS.
'Y PONDING DEPT
LEGEND TEMPORAR DEPTH
BIO-RETENTION FILTER MEDIA AND
63% AEP BASIN WATER
DRAINAGE LAYERS. REFER DETAIL
SURFACE LEVEL R.L. 102.30m AHD
TEMPORARY PONDING
DEPTH R.L. 102.00m AHD
DESIGN SURFACE
BIO-RETENTION BASIN SPECIFICATIONS
ON DRG. 16-001014-400
PRIMARY OUTLET PIT SIZED
FOR 63% AEP STORM
1200mm x 1200m FIELD INLET.
PRIMARY 900 OUTLET PIPE TO———_|
RL_102.30m_ AHD
CONVEY 63% AEP DESIGN
FLOWS TO CENTRAL BASIN
INFILTRATED FLOWS
DIRECTED INTO
‘4 seconDARY OUTLET PIT
SIZED TO CONVEY STORM
EVENTS ABOVE 63% AEP.
SECONDARY 900 OUTLET PIPE TO
CONVEY PEAK FLOWS ABOVE 63% AEP
STORM EVENT TO GULLY PIT IN
TRADING POST ROAD CUL-DE-SAC
4. FILTER SURFACE LEVEL - RL 101.70m PRIMARY PIT 5/R
2. FILTER MEDIA AREA - 310m?
3. EXTENDED DETENTION DEPTH - 300mm
4. TOP OF WALL LEVEL - RL 103.00m (MIN.) TYPICAL BASIN DETAILS ©
5. SPILLWAY - RL 102.70m SCALE: N.T.S.
SAFETY FENCE 0.30m MIN.
TO LANDSCAPE - SITE 1 -
5
ARCHITECTS DETAILS. 1.00m 2.00m , REFER DRG. 16-0010%4-105 RL 103.65m AHD
FOR FURTHER CONCRETE *
~ CARPARK - tu SLEEPER WALL DETAILS
aaa x
=
.£ ee r |
&
NOTES: BASIN RETAINING WALL = od
REFER TO DRG. 16-001014-105 AND 16-001014-400 REFER TYPICAL DETAIL
FOR TYPICAL BOULDER WALL CONSTRUCTION DETAILS
Dsp_NOTE:
Ds) ON THE ENGINEERING PLANS SHOW ROCK WORKS DENOTED AS HAVING
SIZES OF Dsp. Ds9 CORRESPONDS TO THE MEDIAN DIAMETER OF WHICH
HALF OF THE ROCK SIZES SHALL BE GREATER AND HALF OF THEM SHALL
BE SMALLER. THE ROCK SHALL BE WELL GRADED AND HAVE A MAXIMUM
SIZE NO GREATER THAN 30% SMALLER THAN Dso AND A MINIMUM SIZE
NO SMALLER THAN Dsp. FOR EXAMPLE IF Dsp = 200mm IS SPECIFIED, THE
EQUIVALENT ROCK DIAMETER RANGES FROM 140mm TO 240mm.
2.5m WIDE BREAK IN
KERB FOR OVERFLOW
SAFETY FENCE
TO LANDSCAPE
ARCHITECTS DETAILS.
~ CARPARK -
REINFORCED TURF WITH ENKAMAT
OR APPROVED EQUIVALENT
ON DRG. 16-001014-400
RL_103.00m_AHD
TOP OF
WALL
ROCK ARMOURING BEHIND WALL
ROCK SIZE: Dsp = 200mm, 300mm THICK.
SEE Dsp NOTE ASIDE.
9.00m MIN. LOWERED SECTION OF WALL
(AY
wo)
Om MIN.
PB
- SITE 1-
RL_103.65m_AHD
ebm ae
RL_102.70m_ AHD
—_—
(8
Yo)
TOP OF WALL
RL 103.00
REFER LANDSCAPE ARCHITECTS DRAWINGS FOR DETAIL IN THIS AREA
W FLOW CHANNEL (ROCK)
BIO-RETENTION —“
LAYERS
L GEOTEXTILE FABRIC
TYPICAL LOW FLO
SECTION DETAIL
SCALE: N.T.S.
EXISTING CONCRETE
2.00m_ TYP
DRIVEWAY CONSTRUCTED
AS PART OF STAGE 1A
WORKS
1.0m MAX
+ BASIN RETAINING WALL
REFER TYPICAL DETAIL
ON DRG. 16-001014-400
—
as,
N.S.C. REF NO. MCU15/0111 & REC15/0031
Page 17
EXTERNAL PATH CONTROL LINE ->MP01 HORIZONTAL POINTS
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
IP 1 0.000 765.161 728.651 106.887 226°38'54.36"
IP 2 19.855 750.723 715.021 107.824
IP 3 25.996 747.190 709.998 108.221
TC 32.296 742.610 705.672 108.392 226°38'05.00"
IP 4 34.683 740.544 703.721 108.285 R = -3.500 4.775 78°09'36.60"
CT 37.070 742.030 701.298 108.296 148°28'28.40"
TC 42.237 744.731 696.894 108.338 148°28'28.40"
IP 5 42.350 744.790 696.797 108.339 R = 10.000 0.227 1°17'56.82"
CT 42.463 744.847 696.699 108.340 149°46'25.22"
TC 70.517 758.970 672.460 108.920 149°46'25.22"
IP 6 71.008 759.217 672.035 108.936 R = -12.000 0.983 4°41'28.81"
CT 71.499 759.499 671.632 108.952 145°04'56.40"
TC 118.110 786.178 633.413 109.702 145°04'56.40"
-
IP 7 118.389 786.339 633.183 109.706 R = 12.000 0.560 2°40'20.67"
CT 118.669 786.488 632.947 109.711 147°45'17.07"
NOOSA COUNCIL TC 144.928 800.498 610.738 110.087 147°45'17.07"
APPROVED PLAN IP 8 145.194 800.640 610.513 110.091 R = 12.000 0.532 2°32'17.48"
CT 145.460 800.772 610.282 110.096 150°17'34.55"
OPW16/0203.01 5 NOV 2021 TC 159.997 807.976 597.655 110.374 150°17'34.55"
IP 9 172.626 814.236 586.684 110.512 R = 530.500 25.258 2°43'40.74"
CT 185.255 819.966 575.427 110.637 153°01'15.29"
TC 227.415 839.093 537.855 111.299 153°01'15.29"
IP 10 229.052 839.840 536.388 111.316 R = -12.000 3.273 15°37'32.86"
CT 230.688 840.954 535.176 111.269 137°23'42.43"
TC 233.348 842.755 533.218 111.092 137°23'42.43"
IP 11 235.112 843.962 531.906 110.974 R = 10.000 3.528 20°12'46.41"
CT 236.876 844.641 530.258 110.899 157°36'28.83"
TC 247.908 848.843 520.058 110.961 157°36'28.83"
IP 12 251.059 850.233 516.685 110.902 R = -5.000 6.303 72°13'53.45"
CT 254.211 853.869 516.979 110.829 85°22'35.39"
TC 261.303 860.939 517.551 110.666 85°22'35.39"
IP 13 264.497 864.461 517.836 110.592 R = -6.000 6.387 60°59'37.93"
IP 14 267.691 865.920 521.054
IP 15 291.999 874.409 543.831 20°26'30.17"
99
1.9
29
0
28
91
7.6
26
TC 247.908
CT 236.876
TC 7.415
TC 22
CT
233
240
TC 2
230
.348
PROPOSED EXTERNAL FOOT PATH ALIGNMENT 260 61.303
.688
CT 185.25
220
CT 2250
200
TC 159
4.2 11
180
CT 1454.928
5
TC 14
.997
160
.460
CT 1118.110
TC 1
140
0.00
0
8.669
0.000
120
100
TC 70.5.499
CT 7
80
1
3120
3140
17
3160
60
3180
3100
3080
TP 3101.759
3200
3220
24.76
19
20 .855
3240
6
TP 32
25.
249.3
996
TC
32.2
EP 3
96
CT 42.4 37
TC 42
40
CT 37
.2
63
.070
REF NO.
DRAWN CHECK STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 19.08.20 FOR APPROVAL CG CG FOR APPROVAL 19 TRADING POST ROAD CONTROL LINE
AW
B 17.02.21 PROPOSED PATH REALIGNED CG CG NOT FOR CONSTRUCTION COOROY
C
PALM LAKE WORKS PTY LTD
LAYOUT PLAN
D DESIGN CHECK APPROVED PALM LAKE RESORT
E ANTHONY WRIGHT RPEQ: 22962
PROJECT No. DRAWING No. REVISION
F DISCLAIMER
G
AW
C calibregroup.com
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
15-001261 801 B
H FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
Page 18
-
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203.01 5 NOV 2021
+
9 9
1.9
29
0
28
91
7.6
26
TC 247.908
CT 236.876
TC 7.415
TC 22
CT
233
240
TC 2
230
.348
260 61.303
.688
CT 185.25
220
200
CT 25
TC 159
4.211
180
CT 145 8
5
+
TC 14
++
160
.997
4
++++
.460
+
+
++
.9
CT 1118.110
2
TC 1
140
+
+++
++
0.00
0
8.669
120
+
100
TC 70.5.499
++
CT 7
+
80
1
17
+ ++
60
+
+
+
19
20 .855
+
25.
996
TC
2.29 3
6
CT 42.4.237
TC 42
40
CT 37
63
.070
REF NO.
DRAWN CHECK STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 19.08.20 FOR APPROVAL CG CG FOR APPROVAL 19 TRADING POST ROAD CIVIL WORKS AND DRAINAGE
AW
B 17.02.21 PROPOSED PATH REALIGNED CG CG NOT FOR CONSTRUCTION COOROY
C
PALM LAKE WORKS PTY LTD
LAYOUT PLAN
D DESIGN CHECK APPROVED PALM LAKE RESORT
E ANTHONY WRIGHT RPEQ: 22962
PROJECT No. DRAWING No. REVISION
F DISCLAIMER
G
AW
C calibregroup.com
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
15-001261 802 B
H FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
Page 19
-
CT 185.2
NOOSA COUNCIL
200
APPROVED PLAN
TC 159
OPW16/0203.01 5 NOV 2021
180
55
CT 1454.928
TC 14
.997
160
.460
CT 1118.110
TC 1
140
0.00
0
8.669
120
100
TC 70. .499
CT 7
80
1
517
60
19
20 .855
25.
996
91
7.6
26
TC
32.2
96
TC 247.908
CT 236.876
PATH SETOUT POINTS POINT # EASTING NORTHING LEVEL
TC
TC 227.4 88
POINT # EASTING NORTHING LEVEL 26 819.341 581.006 110.545
CT
233
1 742.593 705.656 108.391 27 819.966 575.427 110.637
240
2 743.967 704.202 108.340 28 821.749 576.334 110.587 TC
230
260261.303
.348
3 742.030 701.298 108.296 29 826.655 562.287 110.733
.6
15
4 743.735 702.343 108.246
220
30 828.438 563.194 110.683
5 744.731 696.894 108.338 31 835.729 544.464 110.896
6 746.474 697.877 108.288 32 837.511 545.371 110.846
744.847 696.699 108.340 CT 25
7
8 746.538 697.770 108.289
33 839.093 537.855 111.299 4.211
34 840.875 538.763 111.249
9 758.970 672.460 108.920 35 840.954 535.176 111.269
10 760.698 673.467 108.870 36 842.427 536.530 111.219
11 759.499 671.632 108.952 37 842.755 533.218 111.092
12 761.139 672.777 108.902 38 844.227 534.572 111.042
13 775.813 648.262 109.433 39 844.641 530.258 110.899
14 777.453 649.407 109.383 40 846.490 531.020 110.849
15 786.178 633.413 109.702 41 845.667 527.766 110.908
16 787.845 634.519 109.652 42 847.517 528.528 110.858
17 786.488 632.947 109.711 43 848.843 520.058 110.961
18 788.180 634.014 109.661 44 850.692 520.820 110.911
19 787.198 631.821 109.734 45 853.869 516.979 110.829
20 788.890 632.888 109.684 46 853.708 518.973 110.779
21 797.869 614.906 110.023 47 860.939 517.551 110.666
22 799.560 615.973 109.973 48 860.777 519.544 110.704
23 807.978 597.653 110.374
24 809.715 598.644 110.324
25 817.559 580.099 110.594
REF NO.
DRAWN CHECK STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 19.08.20 FOR APPROVAL CG CG FOR APPROVAL 19 TRADING POST ROAD
B 17.02.21 PROPOSED PATH REALIGNED CG CG AW
NOT FOR CONSTRUCTION COOROY SETOUT DETAIL PLAN
C
D DESIGN CHECK APPROVED PALM LAKE WORKS PTY LTD PALM LAKE RESORT
E ANTHONY WRIGHT RPEQ: 22962
PROJECT No. DRAWING No. REVISION
F DISCLAIMER
G
AW
C calibregroup.com
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
15-001261 803 B
H FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
[OCR of page images]
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203.01 5 NOV 2021
PATH SETOUT POINTS POINT. | EASTING | NORTHING | LEVEL
POINT i EASTING | NORTHING | LEVEL 26 119.341 51 1.006 110.545
4 742.593 705.656 101.391 27 119.966 | 575.427 110.637
2 743.967 704.202 101.340 2 21.749 | 576.334 110.517,
3 742.030 701.291 101.296 29 126.655 | 562.217 110.733
4 743.735 702.343 101.246 30 120.431 | 563.194 110.613
5 744.731 696.1 94 101.331 31 35.729 | 544.464 110.196
6 746.474 697.17, 101.210 32 137.511 | 545.371 110.146
7 744.047 696.699 101.340 33 139.093 | 537.155 111.299
746.531 697.770 101.219 34 140.075 | 531.763 111.249
9 751.970 672.460 101.920 35 140.954 | 535.176 111.269
10 760.69) 673.467, 101.170 36 142.427 | 536.530 111.219
4 759.499 671.632 10) .952 37 142.755 | 533.210 111.092
12 761.139 672.77, 101.902 31 144.227 | 534.572 111.042
13 775113 641.262 109.433 39 144.641 530.251 110.199
14 777 453 649.407, 109.313 40 146.490 | 531.020 110.149
15 716.171 633.413 109.702 41 145.667 | 527.766 110.901 =
16 717045 634.519 109.652 42 147.517 | 521.520 110.0 51 2
17 716.410 632.947, 109.711 43 140.043 | 520.050 110.961 3.
1 710.110 634.014 109.661 44 150.692 | 520.120 110.911 a 4
19 T1719 631.124 109.734 45 153.169 | 516.979 110.129 ZI
20 711.190 632.101 109.614 46 153.701 | 511.973 110.779 6
24 797.169 614.906 110.023 47 160.939 | 517.551 110.666
22 799.560, 615.973 109.973 4) 160.777 | 519.544 110.704
23 107.970 597.653 110.374
24 109.715, 591.644 110.324
25 117.559, 510.099 110.594
REF NO.
lRevision] ate | Issue DETAILS pawn | Design [_ORAWNCRECK [STATS TP ew ew eT
a SRE ota FOR APPROVAL 19 TRADING POST ROAD
B | 17.02.21 | PROPOSED PATH REALIGNED ce | cc AW NOT FOR CONSTRUCTION 4250 5 0 5 0M COOROY SETOUT DETAIL PLAN
Cc ———————
D TINE PTE in ® PALM LAKE WORKS PTY LTD n PALM LAKE RESORT
2 ANTHONY WRIGHT RPEQ: 22962 caliore ROE
. scram ian 061 DENTIN 3 RESON
- ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO | 15.
: FOR & ON BEHALF OF GALISRE CONSULTING (QLD) PTY LTD © calibregroup.com CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE. au
Page 20
C
F
E
B
A
H
D
G
REVISION
DATE
ISSUE DETAILS
19.08.20 FOR APPROVAL
17.02.21 PROPOSED PATH REALIGNED
-
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203.01 5 NOV 2021
CHAINAGES
CUT (-) / FILL
DATUM RL 100.0
CG
CG
DESIGN SURFACE
DRAWN
EXISTING SURFACE
HORIZONTAL CURVES
PROPOSED PATH TO TIE SMOOTHLY INTO EXISTING
CG
CG
DESIGN
AW
AW
37.432 108.279 108.299 0.020
DRAWN CHECK
DESIGN CHECK
40.000 108.371 108.320 -0.051
42.237 108.339 108.338 -0.001
STATUS
42.463 108.336 108.340 0.004
R10.000
APPROVED
0.805%
ANTHONY WRIGHT
IP CH 56.173 RL 108.450
58.615 108.684 108.530 -0.154
60.000 108.712 108.575 -0.137
64.149 108.826 108.711 -0.115
3.273%
70.504 108.962 108.919 -0.043 IP CH 71.692 RL 108.958
70.517 108.962 108.920 -0.043
RPEQ: 22962
R-12.000
71.499 108.984 108.952 -0.032
FOR APPROVAL
80.000 109.121 109.110 -0.010 IP CH 80.676 RL 109.122
NOT FOR CONSTRUCTION
FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
IP CH 86.672 RL 109.250
1.829% 2.129%
92.936 109.303 109.336 0.033
SCALE
94.436 109.320 109.356 0.036
100.000 109.386 109.433 0.047
1.370%
IP CH 111.870 RL 109.595
116.993 109.614 109.683 0.069
118.110 109.621 109.702 0.081
1.706%
R12.000
118.669 109.626 109.711 0.085
IP CH 124.039 RL 109.803
120.000 109.640 109.734 0.094
120.975 109.651 109.751 0.100
1.531%
IP CH 133.254 RL 109.944
140.000 109.946 110.023 0.077
1.178%
IP CH 143.398 RL 110.064
CLIENT
144.928 110.036 110.087 0.052
145.460 110.046 110.096 0.049 IP CH 148.327 RL 110.140
R12.000
IP CH 149.595 RL 110.147
0.553%
1.551% 2.382%
IP CH 158.427 RL 110.357
159.997 110.350 110.374 0.024
160.000 110.350 110.374 0.024 IP CH 162.327 RL 110.398
1.043%
PATH LONGITUDINAL SECTION
1.111%
R530.500
180.000 110.533 110.594 0.061 IP CH 181.469 RL 110.611
185.255 110.562 110.637 0.075
PALM LAKE WORKS PTY LTD
0.685%
DESIGN SURFACE
IP CH 194.546 RL 110.700
C
EXISTING SURFACE
200.000 110.621 110.733 0.112
0.605%
IP CH 201.967 RL 110.745
0.248%
IP CH 209.302 RL 110.763
IP CH 213.425 RL 110.785
0.517%
IP CH 219.143 RL 110.848
1.098%
220.000 110.704 110.896 0.192
VC 2.0
calibregroup.com
227.415 110.607 111.299 0.692 IP CH 227.504 RL 111.316 HP CH 228.504 RL 111.316
229.408 110.613 111.313 0.701 IP CH 230.009 RL 111.316 HP CH 229.009 RL 111.316
VC 2.0
0.000%
230.240 110.736 111.290 0.554
R-12.000
230.688 110.733 111.269 0.536 IP CH 236.537 RL 110.878
5.601% -6.701%
233.348 110.710 111.092 0.382 LP CH 237.659 RL 110.891
R10.000
VC 2.0 VC 3.0
236.876 110.693 110.899 0.206
(R44.4) (R35.7)(R29.8)(R39.1)
237.515 110.693 110.891 0.199
0.968%
IP CH 244.994 RL 110.960
PROJECT
240.000 110.618 110.912 0.294
DISCLAIMER
246.091 110.611 110.960 0.349 IP CH 248.524 RL 110.961 HP CH 248.524 RL 110.961
247.908 110.598 110.961 0.362
249.586 110.589 110.936 0.347
R-5.000
254.211 110.650 110.829 0.179
0.011% -2.305%
260.000 110.700 110.696 -0.004
261.303 110.711 110.666 -0.045
R-6.000
262.411 110.691 110.640 -0.050
COOROY
PALM LAKE RESORT
19 TRADING POST ROAD
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
PROPOSED PATH TO TIE
PROJECT No.
SMOOTHLY INTO EXISTING
DRAWING TITLE
15-001261
SECTIONS
DRAWING No.
804
REF NO.
PATH LONGITUDINAL
B
REVISION
Page 21
-
NOOSA COUNCIL
APPROVED PLAN
RP BDY
OPW16/0203.01 5 NOV 2021
2.5%
RL108.000
CH 140.000
RP BDY
2.5%
2.5%
1 in 4.0 RL109.000
CH 266.526
RL107.000
CH 120.000
0.8%
RP BDY
RL109.000
CH 260.000
2.5%
1 in 4.0
RL107.000
CH 100.000 2.5%
RP BDY
RL109.000
CH 240.000
2.5%
1 in 4.0
2.5%
RL106.000
CH 80.000
RL109.000
CH 220.000
RP BDY
2.5%
RL106.000 2.5%
CH 60.000
RL109.000
CH 200.000
RP BDY
.0 2.5% 1 in 4.0
1 in 3 2.5%
RL109.000
Ø375(3) STORMWATER PIPE CH 180.000
RL105.000
CH 40.000
.0 2.5% 1 in 4.0 2.5%
1 in 3
RL106.000 RL108.000
CH 32.167 CH 160.000
REF NO.
DRAWN CHECK STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 19.08.20 FOR APPROVAL CG CG FOR APPROVAL 19 TRADING POST ROAD
B 17.02.221 PROPOSED PATH REALINGED CG CG AW
NOT FOR CONSTRUCTION COOROY PATH CROSS SECTIONS
C
D DESIGN CHECK APPROVED PALM LAKE WORKS PTY LTD PALM LAKE RESORT
E ANTHONY WRIGHT RPEQ: 22962
PROJECT No. DRAWING No. REVISION
F DISCLAIMER
G
AW
C calibregroup.com
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
15-001261 805 B
H FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
Page 22
CONCRETE NOTES
ROADWORKS & DRAINAGE NOTES C1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS.3600 S.A.A. "DANLEY" 6mm DIAMONDS DOWELS SEALANT AS PER DETAIL
CONCRETE STRUCTURES. AT 450 CRS. ALTERNATIVELY USE
1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN. R16 GALVANISED DOWELS WITH
EQ.
2. CONTRACTOR TO LIAISE WITH ALL THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN C2 NO HOLES, CHASES OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ON THE DOWEL SLEEVES AT 300 CRS
SERVICES PRESENT ON-SITE. ANY ALTERATION WORKS TO SERVICES WILL BE CARRIED OUT BY STRUCTURAL DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT PRIOR
THAT SERVICE AUTHORITY ONLY. APPROVAL OF THE ENGINEER.
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT PRIOR TO COMMENCEMENT OF
DEMOLISHING ANY EXISTING STRUCTURES WITHIN THE SITE AREAS. C3 THE FACE OF ALL CONCRETE AGAINST WHICH NEW CONCRETE IS TO BE CAST IS TO BE
EQ.
4. NOT WITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON THE CROSS SECTIONS, THE THOROUGHLY MECHANICALLY SCABBLED, FULLY EXPOSING THE AGGREGATE MATRIX,
ACTUAL LIMITS SHALL BE DETERMINED ON-SITE BY THE SUPERINTENDENT DURING UNLESS OTHERWISE NOTED.
CONSTRUCTION AND SIMILARLY THE FINISHED SURFACE CONTOURS MAY BE ADJUSTED BY DOWELLED JOINT (DJ) OPTION
WRITTEN DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION AFTER AMENDED C4 CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLY WHERE SHOWN OR
N.T.S.
DRAWINGS HAVE BEEN APPROVED BY DTMR. SPECIFICALLY APPROVED BY THE ENGINEER. THE INTERFACE OF THE HARDENED
5. ALL FILL IS TO BE COMPACTED TO THE REQUIREMENTS OF AS3798-2007 AND IN ACCORDANCE WITH CONCRETE SHALL BE THOROUGHLY SCABBLED TO REMOVE LAITANCE AT ALL
CURRENT DTMR STANDARDS. CONSTRUCTION JOINTS.
6. VERGE AND BATTERS TO HAVE A MINIMUM OF 75mm TOPSOIL AND FULL WIDTH TURF IF ORDERED.
7. MATCH TO EXISTING AC PAVEMENT EXTENSION OR WIDENING TO BE IN ACCORDANCE WITH DTMR C5 FORMWORK SHALL BE DESIGNED AND CONSTRUCTED BY THE BUILDER IN ACCORDANCE 3mm WIDE x D/4 DEEP SAWCUT
STANDARDS. WITH AS.3610 S.A.A. FORMWORK CODE. JOINT. SEALANT AS PER DETAIL
8. SUBGRADE TEST RESULTS TO BE FORWARDED TO SUPERINTENDENT FOR DETERMINATION OF
'D'
BOX DEPTHS PRIOR TO EXCAVATION TESTS SHALL INCLUDE SOAKED CBR AND/OR OTHER TESTS C6 CONCRETE TESTING SHALL BE 'PROJECT ASSESSMENT' IN ACCORDANCE WITH SECTION
AS REQUESTED BY THE SUPERINTENDENT.THE CONTRACTOR SHALL ALLOW ADEQUATE TIME FOR 20.7 OF AS.3600.
DTMR APPROVAL OF PAVEMENT DESIGN..
9. CONCRETE FOOTPATHS TO BE INSTALLED BY THE CIVIL CONTRACTOR UNLESS OTHERWISE C7 CONCRETE SIZES AS DRAWN DO NOT INCLUDE APPLIED FINISHES AND MUST NOT BE
NOTED. REFER IPWEA STD DRG RS-065 FOR CONSTRUCTION DETAILS. REDUCED OR HOLED IN ANY WAY WITHOUT APPROVAL OF THE ENGINEER.
CUT 100 WIDE EVERY 2ND BAR IN MESH
10. CONSTRUCT NEW PAVEMENT IN AREAS WHERE PAVEMENT OVERLAY DEPTH EXCEEDS 100mm. JOINT. IF COVER <D/4 THEN ALLOW MESH TO
11. PAVEMENT CUTBACK TO BE CLEAR OF WHEEL TRACK WHERE REQUIRED. C8 SAW CUTTING OF JOINTS IN SLABS ON GROUND SHALL COMMENCE AS EARLY AS POSSIBLE
WITHOUT CAUSING UNACCEPTABLE RAVELLING OF JOINT EDGES. ( NORMALLY WITHIN 24 SAG LOCALLU UNDER SAWCUT.
12. PROVIDE GRASS STABILISATION TO BATTER SLOPES STEEPER THAN 1 IN 4.
13. ALL ROCK SCOUR PROTECTION TO BE 200mm THICK (75mm TO 100mm DIAMETER) U.N.O. HOURS OF CASTING SLAB ) SAW CUTTING SHALL BE COMPLETED WITHIN 36 HOURS OF
SLAB CASTING. SAWN JOINT (SJ) OPTION
N.T.S.
C9 CONCRETE SLUMP SHALL BE 80 mm UNLESS STATED OTHERWISE.
C10 THE APPROVED METHOD OF CURING SHALL BE IN PLACE FOR A MINIMUM PERIOD OF 7
2.00m WIDTH 2.00m 3.50m DAYS. SEALANT AS PER DETAIL REFER DJ FOR DOWEL DETAILS
PATH VARIES EXISTING TRAFFIC LANE
CYCLE C11 CONCRETE CHARACTERISTIC STRENGTH ( f'c ) SHALL BE AS FOLLOWS UNLESS STATED
FOOTPATH 100mm THICK REINFORCED OTHERWISE:
LANE ROAD FORMATION NOT
CONCRETE REINFORCED WITH F72 ELEMENT EXPOSURE COVER GRADE
MESH IN ACCORDANCE WITH DTMR PART OF THIS CONTRACT
CLASSIFICATION ( mm ) ( MPa )
SPECIFICATIONS (MRTS 70) SLAB ON GROUND B1 40 32
TERMINATE MESH EACH 12mm ABLEFLEX
C12 MAXIMUM CONCRETE AGGREGATE SIZE TO BE 20mm UNO. SIDE OF JOINT
REINFORCING STEEL
2.5% S1 ABBREVIATIONS FOR STEEL GRADE AND TYPE: -
.0 EXPANSION JOINT DETAIL (EJ)
1 in 4 "R" - STRUCTURAL GRADE 230 PLAIN ROUND BAR TO AS1302
N.T.S.
"Y" - GRADE 410 Y HOT ROLLED DEFORMED BAR TO AS1302
"N" - GRADE D500N TO AS/NZS4671
"F" - HARD DRAWN STEEL WIRE REINFORCING FABRIC TO AS1304
TYPICAL CROSS SECTION "W" - STEEL WIRE TO AS1303
CH 140 S2 REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOT NECESSARILY SHOWN
SCALE 1:50 IN TRUE PROJECTION.
S3 WELDING SHALL NOT BE PERMITTED WITHOUT APPROVAL OF THE ENGINEER.
S4 ENSURE THE CORRECT SPACING OF BARS IS MAINTAINED AND ALL REINFORCEMENT IS
SUPPORTED IN ITS CORRECT POSITION BY APPROVED BAR CHAIRS, SPACERS OR
SUPPORT BARS @ 1000 MAX CRS.
S5 ALL INTERSECTIONS OF BARS SHALL BE TIED WITH 1.25mm Ø MIN ANNEALED WIRE.
S6 LAPS TO FABRIC REINFORCEMENT SHALL BE AT LEAST 225mm OR 2 CROSS WIRES ON
EACH SHEET. LAPS TO TRENCH MESH SHALL BE 500mm MINIMUM AT SPLICES AND FULL
WIDTH AT INTERSECTIONS.
S7 IF BARS OF DIFFERENT DIAMETERS ARE LAPPED, THE LAP LENGTH SHALL BE CALCULATED
USING THE LESSER DIAMETER. JOINT
SEALANT SHALL BE ELASTOMERIC FUEL 30
0
RESISTANT POLYSULPHIDE NONPORITE 10 5-10
SEALANT SHALL BE ELASTOMERIC FUEL
THIOXOL SL OR APPROVED EQUIV. RESISTANT POLYSULPHIDE NONPORITE 12
90°
THIOXOL SL OR APPROVED EQUIV.
D/4
-
Ø16 POLYETHYLENE
3
NOOSA COUNCIL Ø10 POLYETHYLENE TUBE
D/4
TUBE BACKING ROD
BACKING ROD TYP. JOINT TERMINATION AT
APPROVED PLAN OBLIQUE SLAB EDGE
OPW16/0203.01 5 NOV 2021 SJ SEALANT DETAIL EJ & DJ SEALANT DETAIL N.T.S.
N.T.S. N.T.S.
REF NO.
DRAWN CHECK STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 19.08.20 FOR APPROVAL CG CG FOR APPROVAL 19 TRADING POST ROAD TYPICAL PATH CROSS
AW
B 17.02.21 PROPOSED PATH REALIGNED CG CG NOT FOR CONSTRUCTION COOROY
C
PALM LAKE WORKS PTY LTD
SECTION AND DETAILS
D DESIGN CHECK APPROVED PALM LAKE RESORT
E ANTHONY WRIGHT RPEQ: 22962
PROJECT No. DRAWING No. REVISION
F DISCLAIMER
G
AW
C calibregroup.com
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
15-001261 806 B
H FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
Page 23
NOOSA COUNCIL
APPROVED DOCUMENT
OPW16/0203.01 5 NOV 2020-
ARBORICULTURAL ASSESSMENT REPORT v1
ELM STREET, COOROY
FOOTPATH ALIGNMENT
FOR
PALM LAKE WORKS
DECEMBER 2020
PO Box 9566 Pacific Paradise QLD 4564
ABN 60 625 108 625
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Arboricultural Assessment Report v1 NCES REF: J000742
Proposed Footpath – Elm St, Cooroy (Palm Lakes)
DOCUMENT CONTROL TABLE
Document: Arboricultural Assessment Report
Client: Palm Lakes Works
Project Number: J000742
Project: Proposed footpath alignment
Site: Elm Street, Cooroy
File Ref: C:\Users\JoshuaLee-NorthCoast\Dropbox\CLIENTS\PALM LAKE
WORKS\04 REPORTING\Arborist Assessment Report - PALM LAKES
FOOTPATH
Version Date Distribution Author/s Approved
1 14/12/2020 Jessica Rissman – Palm R. Cairney N. Willis (B. Sc., Dip. CLM.,
Lake Works BDes (L’Arch) mAABR) – Principal
AssocDegAppSc Ecologist
(Biology) DipHort (Arb)
AILA
DISCLAIMER
To the extent permitted by law, North Coast Environmental Services (including its employees, partners and consultants)
excludes all liability to any person for any consequences, including but not limited to all losses, damages, costs, expenses,
and any other compensation, arising directly or indirectly, from using this publication (in part or whole) and any information
or material contained in it.
© 2020 i
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Arboricultural Assessment Report v1 NCES REF: J000742
Proposed Footpath – Elm St, Cooroy (Palm Lakes)
EXECUTIVE SUMMARY
North Coast Environmental Services have been commissioned to inspect, record findings and
prepare an Arboricultural Assessment Report in relation to trees which may be impacted by the
proposed construction of a new footpath within the road reserve of Elm Street, Cooroy. The proposed
footpath is to connect to an existing internal access pathway located in Palm Lakes Resort to the
north and terminate to the south at the corner of Pearson’s Road.
The outcomes of the Arboricultural investigations identified the following:
Trees which will be impacted by the proposed Pathway 2 alignment include native regrowth,
woody weeds, dead trees and semi-mature trees;
Three semi-mature trees have been nominated for removal due to poor/fair health and
structural characteristics;
One mature tree is proposed to be retained as a habitat tree and will require minor adjustment
of the footpath alignment to accommodate its retention;
The footpath alignment will require the removal of approximately 47 native trees measuring
under 100mm DBH. The majority of trees to be removed comprise Allocasuarina littoralis
(black sheoak), Acacia disparrima (hickory wattle) and Lophostemon suaveolens (swamp
box); and
Offset planting is to be undertaken to compensate for the loss of native vegetation.
© 2020 ii
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Arboricultural Assessment Report v1 NCES REF: J000742
Proposed Footpath – Elm St, Cooroy (Palm Lakes)
Contents
EXECUTIVE SUMMARY ...................................................................................................................... ii
1 INTRODUCTION ........................................................................................................................ 1
1.1 Background .................................................................................................................. 1
1.2 Proposed Works ............................................................................................................ 1
1.3 Assessment Area .......................................................................................................... 1
2 SURVEY METHODOLOGY ......................................................................................................... 3
2.1 Field Survey ................................................................................................................... 3
3 ASSESSMENT .............................................................................................................................. 4
4 RECOMMENDATIONS AND ACTIONS ..................................................................................... 9
5 DISCLAIMER ............................................................................................................................ 10
6 REFERENCES............................................................................................................................ 11
APPENDIX 1 – VEGETATION MANAGEMENT PLAN ..................................................................... 12
APPENDIX 2 – CIVIL DESIGN DRAWINGS ..................................................................................... 13
APPENDIX 3 – TREE PROTECTION FENCING DETAIL (AS4970-2009) ........................................... 14
APPENDIX 4 – DEFINITIION OF TERMS ........................................................................................... 15
© 2020 iii
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Arboricultural Assessment Report v1 NCES REF: J000742
Proposed Footpath – Elm St, Cooroy (Palm Lakes)
1 INTRODUCTION
1.1 Background
North Coast Environmental Services have been commissioned to inspect, record findings and
prepare an Arboricultural Assessment Report in relation to trees which may be impacted by the
proposed construction of a new footpath within the road reserve of Elm Street, Cooroy.
The scope of works addressed in this report comprises:
An assessment of the potential ecological value of the vegetation contained within the site;
A site inspection to identify trees suitable for retention, removal or remedial works based on
the design plans supplied by Calibre Consulting;
Preparation of a tree survey plan and vegetation assessment schedule to be used to
pictorially identify Arborist recommendations and actions. Recommendations relate to tree
protection requirements under AS4970 in addition to findings in respect to tree
health/structure and habitat features; and
Identification of suitable mitigation measures to minimise the environmental impacts of the
proposed works.
1.2 Proposed Works
The proposed works include the installation of a 2m wide footpath to be located within the road
reserve of Elm St, Cooroy. Battering will be required to establish an appropriate footpath gradient
due to the existing verge profile.
Two options for the footpath alignment have been provided by Calibre Consulting and have been
considered for the assessment. These include:
Pathway Option 1 – Located nearest to the roadway with a standard footpath setback to TMR
standards; and
Pathway Option 2 – Furthest from the roadway (safest option for pedestrians). Occurs within
the TPZ (Tree Protection Zone) of a larger number of trees.
The civil design drawings have been included as Appendix 2.
1.3 Assessment Area
The assessment area includes all tree species existing within the proposed footpath alignments and
trees adjacent that may be impacted by the footpath installation and associated earthworks.
Existing slashed grass cover exists within the road reserve of Elm Street, in addition to native
plantings and regrowth which provide a buffer between Palm Lakes Resort, Elm Street, and the
adjoining railway line.
Plate 1 depicts the location of the assessment area.
© 2020 1
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Arboricultural Assessment Report v1 NCES REF: J000742
Proposed Footpath – Elm St, Cooroy (Palm Lakes)
Plate 1 – Assessment Area (Source: Nearmap)
© 2020 2
Page 29
Arboricultural Assessment Report v1 NCES REF: J000742 Proposed Footpath – Elm St, Cooroy (Palm Lakes) 2 SURVEY METHODOLOGY 2.1 Field Survey A site inspection was conducted on 7th December 2020. The assessment consisted of a ground assessment using the methods described by Matheny & Clark and Ed Hayes guide to Evaluating Tree Defects. The inspection was a Level 2 Basic Assessment (as per International Society of Arboriculture Guidelines). All measurements are approximate. Tree characteristics were noted in the field for tree species occurring within proximity of the footpath which are likely to be affected by the proposed works. Tree characteristics were recorded using a standard tree hazard evaluation form, whereby existing tree characteristics, tree health/structure, existing site conditions and tree defects were recorded and later assessed against proposed works within the TPZ of assessed trees. From this an overall hazard rating was prescribed and has been used as the impetus for tree recommendations. © 2020 3
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Arboricultural Assessment Report v1 NCES REF: J000742 Proposed Footpath – Elm St, Cooroy (Palm Lakes) 3 ASSESSMENT Based on the results of the site inspection, design Pathway Option 2 would result in a greater impact on the ecological resources existing within the assessment area. However, the overall ecological value of the vegetation is low due to the size and shape of the vegetation patch which includes mostly regrowth species (<100mm DBH), planted native trees and semi-mature native trees. Overall, the assessment area is dominated by juvenile native species which display structural deformities due to their presence on the western edge of the vegetation patch, resulting in phototropic leans towards the future footpath. Several semi-mature trees over 400mm were assessed and overall were observed to exhibit fair to poor health and structural characteristics, notably large amounts of canopy deadwood, arboreal termitariums, epicormic shoots and signs of past damages to the cambium. Due to existing health and structural factors these trees have been nominated for removal where deadwood and future branch failure poses a direct risk to the footpath. Refer to the Vegetation Assessment Schedule (VAS) for a description of tree characteristics. Plates 2-4. © 2020 4
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Arboricultural Assessment Report v1 NCES REF: J000742
Proposed Footpath – Elm St, Cooroy (Palm Lakes)
Table 1 – VEGETATION ASSESSMENT SCHEDULE (VAS)
# Scientific Name Common Name DBH TPZ (m) Health Structure Arborist Comment Action Hollows
(mm) AS4970
1 Acacia disparrima Hickory Wattle 220 2.64 Fair Fair Remove N
2 Acacia disparrima Hickory Wattle 350 4.2 Fair Fair Remove N
3 Acacia disparrima Hickory Wattle 300 3.6 Fair Fair Remove N
4 Dead Tree 180 2.16 Poor Poor Dead Tree Remove N
5 Jagera pseudorhus Foam bark 80 2 Good Good Remove N
6 Eriobotrya japonica Loquat 190 2.28 Good Good Weed Remove N
7 Lophostemon confertus Brushbox 110 2 Good Good Remove N
8 Melaleuca quinquenervia Broad Leaved Paperbark 270 3.24 Fair Poor Remove N
9 Melaleuca quinquenervia Broad Leaved Paperbark 400 4.8 Fair Poor Remove N
10 Corymbia intermedia Pink Bloodwood 650 7.8 Poor Poor Remove N
11 Melaleuca quinquenervia Broad Leaved Paperbark 150 2 Fair Poor Remove N
12 Allocasuarina littoralis Black Sheoak 200 2.4 Poor Poor Remove N
13 Lophostemon suaveolens Swamp Brushbox 50 2 Good Good Remove N
14 Lophostemon suaveolens Swamp Brushbox 100 2 Good Good Remove N
15 Acacia disparrima Hickory Wattle 80 2 Good Good Remove N
16 Lophostemon suaveolens Swamp Brushbox 60 2 Good Good Remove N
17 Acacia disparrima Hickory Wattle 60 2 Good Good Remove N
18 Lophostemon suaveolens Swamp Brushbox 90 2 Good Good Remove N
19 Cinnamomum camphora Camphor Laurel 90 2 Good Good Weed Remove N
20 Cinnamomum camphora Camphor Laurel 100 2 Good Good Weed Remove N
21 Cinnamomum camphora Camphor Laurel 100 2 Good Good Weed Remove N
22 Lophostemon confertus Brushbox 900 10.8 Poor Poor Lop tree and retain as habitat Retain Y
23 Corymbia intermedia Pink Bloodwood 300 3.6 Poor Poor Remove N
24 Dead Tree 130 2 Poor Poor Dead Tree Remove N
25 Acacia disparrima Hickory Wattle 120 2 Fair Fair Remove N
26 Allocasuarina littoralis Black Sheoak 50 2 Good Fair Remove N
27 Allocasuarina littoralis Black Sheoak 80 2 Good Fair Remove N
28 Allocasuarina littoralis Black Sheoak 100 2 Good Fair Remove N
29 Allocasuarina littoralis Black Sheoak 80 2 Good Fair Remove N
30 Allocasuarina littoralis Black Sheoak 80 2 Good Fair Remove N
31 Allocasuarina littoralis Black Sheoak 120 2 Good Fair Remove N
32 Allocasuarina littoralis Black Sheoak 90 2 Good Fair Remove N
33 Allocasuarina littoralis Black Sheoak 50 2 Good Fair Remove N
34 Banksia integrifolia Coastal Banksia 50 2 Good Fair Remove N
35 Glochidion ferdinandi Cheese Tree 60 2 Good Good Remove N
36 Alphitonia excelsa Soap Tree 60 2 Good Good Remove N
37 Corymbia intermedia Pink Bloodwood 60 2 Good Good Remove N
38 Corymbia intermedia Pink Bloodwood 80 2 Good Good Remove N
39 Allocasuarina littoralis Black Sheoak 220 2.64 Good Fair Remove N
40 Cinnamomum camphora Camphor Laurel 220 2.64 Good Poor Remove N
41 Corymbia intermedia Pink Bloodwood 500 6 Fair Poor Poor health/structure Remove N
42 Acacia disparrima Hickory Wattle 100 2 Remove N
43 Dead Tree 150 2 Remove N
44 Planted Native 60 2 Remove N
45 Planted Native 90 2 Remove N
46 Planted Native 50 2 Remove N
© 2020 5
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Arboricultural Assessment Report v1 NCES REF: J000742 Proposed Footpath – Elm St, Cooroy (Palm Lakes) 47 Planted Native 50 2 Remove N 48 Planted Native 180 2.16 Remove N 49 Planted Native 120 2 Remove N 50 Melaleuca quinquenervia Broad Leaved Paperbark 300 3.6 Good Fair Remove N © 2020 6
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Arboricultural Assessment Report v1 NCES REF: J000742 Proposed Footpath – Elm St, Cooroy (Palm Lakes) Plate 2 – Trees 8-11 nominated for removal Plate 3 – Tree 22 Retain as habitat © 2020 7
Page 34
Arboricultural Assessment Report v1 NCES REF: J000742 Proposed Footpath – Elm St, Cooroy (Palm Lakes) Plate 4 – Tree 23 Remove Plate 5 – Tree 41 Remove © 2020 8
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Arboricultural Assessment Report v1 NCES REF: J000742
Proposed Footpath – Elm St, Cooroy (Palm Lakes)
4 RECOMMENDATIONS AND ACTIONS
Refer to the VAS in Table 1 for a description of vegetation nominated for removal based on the site
assessment and design characteristics.
Due to the preference of a safe pedestrian pathway and the limited ecological value of the existing
vegetation buffer it is recommended that Pathway Option 2 be constructed with the following
recommendations:
It is recommended that a biodiversity offset is provided for all mature trees required for
removal. The offset is to be undertaken in accordance with NSC offset policy. Offsets should
be in the form of revegetation works which can be used to re-establish the existing vegetation
buffer between the new footpath and the property boundary.
Tree #22 exists within the pathway alignment. This tree has been lopped in the past and
displays a significant amount of epicormic growth that in time will overhang the future
pathway, presenting a direct risk to pathway users. As this tree contains lower basal hollows
it is recommended that this tree be lopped to height of approximately 4m and retained as a
habitat tree. In order to accommodate this tree, the footpath alignment will need to bend
around or be reduced in width (refer to Plate 3).
Remove saplings, small trees and shrubs which occur within 1m of the footpath in order to
reduce ongoing maintenance.
Deadwooding and canopy reduction is to be undertaken to semi-mature trees that are
setback from the pathway edge (approximately 6m).
All trees nominated for removal should be stump ground to a minimum 300mm or as required
to construct the footpath to the design levels. This includes all historic tree stumps present
within the footpath alignment.
Erect tree protective fencing along the surveyed earthworks extent (toe of batter). Fencing to
remain in place during works.
Any works which are to be performed in or around a tree’s SRZ (structural root zone) requires
on site supervision by the project arborist.
All protection works must be in accordance with ‘AS 4970 2009 Protection of Trees on
Development Sites’.
Hazard assessment and follow-up hazard assessment (12 months after works) should be
undertaken to identify any further deadwooding required.
© 2020 9
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Arboricultural Assessment Report v1 NCES REF: J000742 Proposed Footpath – Elm St, Cooroy (Palm Lakes) 5 DISCLAIMER Recommendations in the report are based on Arboricultural best practice, relevant training, site information, site visits, AS4970-2009 (Protection of Trees on Development Sites) and AS4373-2007 (Pruning of Amenity Trees). Clients may choose to accept or disregard the recommendations of this assessment and report. This report must be read in its entirety. At no time shall part of this report be used unless taken in the full context of the report. Trees are living organisms that fail in ways the Arboricultural industry does not fully understand. Trees can be managed, but not controlled. To be within the vicinity of a tree presents some degree of risk. North Coast Environmental Services cannot be held accountable for any authorised or un-authorised works to trees outside the recommendations presented in this report. North Coast Environmental Services and their employees are unable to detect all conditions that may lead to structural and health related problems in trees. Conditions are often hidden within trees and below ground. North Coast Environmental Services cannot guarantee that a tree will be healthy or safe under all circumstances, or for a period of time. Likewise, remedial treatments cannot be guaranteed. All measurements and tree locations are based on surveyed information acquired through third parties, such as consultants and clients. North Coast Environmental Services cannot be held accountable for any inaccurate information supplied by clients or consultants. This report is subject to copyright laws and no part can be reproduced or used without the written permission of North Coast Environmental Services. If this report is to be used in a Court of Law or in any legal situation. North Coast Environmental Services must be advised prior to the written assessment being presented in any form. North Coast Environmental Services will not be required to give testimony or to attend court by reason of this report unless contractual arrangements have been made detailing additional fees for services. This report must not be conveyed to the public through advertising, public relations, news, sales or any other printed media without the ‘written permission’ of North Coast Environmental Services. There is no warranty or guarantee, expressed or implied that the problems or deficiencies of the plants or property in question may not arise in the future. © 2020 10
Page 37
Arboricultural Assessment Report v1 NCES REF: J000742 Proposed Footpath – Elm St, Cooroy (Palm Lakes) 6 REFERENCES AS 4373-2007 Pruning of Amenity Trees. Standards Australia AS 2970 “Protection of Trees on Development Sites’ Standards Australia Hayes. E., (2007) Evaluating Tree Defects. Rochester MN. © 2020 11
Page 38
Arboricultural Assessment Report v1 NCES REF: J000742 Proposed Footpath – Elm St, Cooroy (Palm Lakes) APPENDIX 1 – VEGETATION MANAGEMENT PLAN © 2020 12
Page 39
LEGEND
ASSESSED VEGETATION SPREAD = TPZ (AS4970)
TREES FOR RETENTION
REFER VEGETATION ASSESSMENT SCHEDULE
TREES POSSIBLE FOR RETENTION
THE INTENT IS TO RETAIN THESE TREES SUBJECT TO
50 FINAL ASSESSMENT ONSITE BY THE PROJECT ARBORIST.
FOR THE PURPOSES OF THE NALL APPROVAL
THESE TREES SHOULD BE CONSIDERED REMOVED.
TREES TO BE RETAINED OUTSIDE OF IMPACT AREA
JOINS INSET B
JOINS INSET A
GRIND EXISTING STUMP
35
34
33
49
32
48
REMOVE LINE OF JUVENILE
31
SHEOAK WESTERN
47
PHOTOTROPIC LEAN
30
46
29
45
28
27
26
25
24
CUT AT APPROXIMATELY 4m AT RETAIN AS
HABITAT TREE. BEND FOOTPATH AROUND
TO ACCOMMODATE HABITAT TREE
23
21
22 REMOVE GROUP OF JUVENILE TREES
20
18 19
17
16
15
14
44
13
43 42
12
41
REMOVE TREES. GROUP
INCLUDES DEAD TREES,
40
39 WATTLES AND WEED
10 9 SPECIES.
11
8 POTENTIAL REPLANTING
6 AREA TO BUFFER FENCE
LINE
7 4
5
3
REMOVE 2 JUVENILE
COR INT TO
FOOTPATH EDGE
38 2
37
1
36
GRIND EXISTING STUMP
JOINS INSET B
JOINS INSET A
INSET A INSET B
VEGETATION MANAGEMENT PLAN PROJECT: PLAN: REV: NORTH:
ELM STREET, COOROY - PALM LAKES FOOTPATH J000742 VMP01 A
TEXT HERE CS01
FOR PALM LAKE WORKS SCALE: 1:500 @ A3 NTS @ A1
DATE: 10 DEC 2020
COPYRIGHT © 2020 NORTH COAST ENVIRONMENTAL SERVICES PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT
Page 40
VEGETATION ASSESSMENT SCHEDULE (VAS)
VEGETATION MANAGEMENT PLAN PROJECT: PLAN: REV: NORTH:
ELM STREET, COOROY - PALM LAKES FOOTPATH J000742 BC01 C
TEXT HERE CS01
FOR PALM LAKE WORKS SCALE: 1:1000 @ A3 NTS @ A1
DATE: 10 DEC 2020
COPYRIGHT © 2020 NORTH COAST ENVIRONMENTAL SERVICES PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT
Page 41
Arboricultural Assessment Report v1 NCES REF: J000742 Proposed Footpath – Elm St, Cooroy (Palm Lakes) APPENDIX 2 – CIVIL DESIGN DRAWINGS © 2020 13
The text continues on page 42.