Original source · versioned page text
Approved Plans OPW17/0055
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawnDocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A
PALM LAKE RESORT
-
NOOSA COUNCIL
APPROVED PLAN
OPW17/0055 13 APR 2017
19 TRADING POST ROAD, COOROY
Sheet
STAGE 4 & 5 - FOR APPROVAL Number
Sheet Title
GENERAL
FOR PALM LAKE WORKS PTY LTD 4100
4101
4102
COVER SHEET
LEGEND
NOTES
BULK EARTHWORKS
4200 BULK EARTHWORKS LAYOUT PLAN
4201 BULK EARTHWORKS SECTIONS
4202 RETAINING WALLS TYPICAL DETAILS
4203 EROSION AND SEDIMENT CONTROL LAYOUT PLAN
PROJECT CONSTRUCTION HOLD POINT
4204 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES
ROADWORKS AND DRAINAGE
SITE ONCE THE BASE OF MANHOLES, INSPECTION PITS, GULLIES AND
FIELD INLETS FOR STORMWATER DRAINAGE AND SEWER
4300
4301
SURVEY SETOUT LAYOUT PLAN
ROADWORKS AND DRAINAGE LAYOUT PLAN
RETICULATION HAVE BEEN POURED, FURTHER CONSTRUCTION
4302 THE PROMENADE LONGITUDINAL SECTION & DETAILS SHEET 1 OF 5
STAGE 5 SHALL NOT PROCEED UNTIL THE SUPERINTENDENT AND OR
4303 CLEARWATER DRIVE LONGITUDINAL SECTION & DETAILS SHEET 2 OF 5
ENGINEER HAVE INSPECTED THE WORKS FOR FINISHED LEVELS
AND APPROVED CONSTRUCTION TO CONTINUE. 4304 BILLABONG PRD LONGITUDINAL SECTION & DETAILS SHEET 3 OF 5
4305 LONGITUDINAL SECTION & DETAILS SHEET 4 OF 5
4306 LONGITUDINAL SECTION & DETAILS SHEET 5 OF 5
4307 CARPARKING SETOUT SHEET 1 OF 1
4308 CARPARKING SETOUT SHEET 2 OF 2
4309 STORMWATER DRAINAGE CATCHMENT LAYOUT PLAN SHEET 1 OF 2
STAGE 4 STAGE 3 CONSTRUCTION NOTE 4310 STORMWATER DRAINAGE CATCHMENT LAYOUT PLAN SHEET 2 OF 2
THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH:
4311 STORMWATER DRAINAGE LONGITUDINAL SECTIONS SHEET 1 OF 2
· LANDSCAPE ARCHITECTS PLANS - TBA
4312 STORMWATER DRAINAGE LONGITUDINAL SECTIONS SHEET 2 OF 2
· STORMWATER QUALITY MANAGEMENT REPORT
EL
· SEDIMENT AND EROSION HAZARD ASSESSMENT 4313 STORMWATER CALCULATIONS TABLE SHEET 1 OF 2
M
l
4314 STORMWATER CALCULATIONS TABLE SHEET 2 OF 2
CT P
· GEOTECHNICAL REPORT
ST
· ELECTRICAL CONSULTANTS PLANS 4315 STORMWATER DRAINAGE STRUCTURE DETAILS SHEET 1 OF 2
RE
STAGE 1A
SPE
4316 STORMWATER DRAINAGE STRUCTURE DETAILS SHEET 2 OF 2
ET
OAD
(C
SEWERAGE RETICULATION
PRO
OO
4500 SANITARY SERVICES LAYOUT PLAN SHEET 1 OF 2
NS R
TR
RE
AD
4501 SANITARY SERVICES LAYOUT PLAN SHEET 2 OF 2
Y
I
RSO
4502 SANITARY SERVICES LONGITUDINAL SECTIONS SHEET 1 OF 3
CO
NG
MA CONSTRUCTION HOLD POINT
RA 4503 SANITARY SERVICES LONGITUDINAL SECTIONS SHEET 2 OF 3
NN
PO
PRIOR TO CONSTRUCTION THE CONTRACTOR
PEA
RA
EC
4504 SANITARY SERVICES LONGITUDINAL SECTIONS SHEET 3 OF 3
S
SHALL VERIFY LEVELS OF ALL EXISTING
TR
ST STAGE 2
TI
WATER RETICULATION
ON
RE CROSSINGS AND CONNECTION POINTS.
OA
4600 WATER SUPPLY NOTES AND DETAILS
ET
RO
D
4601 WATER SUPPLY LAYOUT PLAN
AD
STORMWATER QUALITY
)
LOCALITY PLAN 4700 NORTHERN BIO-RETENTION BASIN LAYOUT PLAN
N.T.S
FILE: H:\16\003302 - PALM LAKES BALANCE STAGES\6_MODEL\AUTOCAD\4100 COVER SHEET.DWG LAST SAVED BY:NEIL WINSON
4701 NORTHERN BIO-RETENTION BASIN SECTIONS
4702 STORMWATER QUALITY NOTES & DETAILS
NOOSA COUNCIL DATUM LEVEL: 1 DATUM LEVEL: 2 EXTERNAL WORKS
4800 LAMONT RD ROADWORKS AND DRAINAGE LAYOUT PLAN
4801 LAMONT RD LONGITUDINAL & CROSS SECTIONS
No. OF LOTS = 109 P.M. 24974 P.M. 107072
AREA OF SITE = 5.081ha RL 110.614 AHD RL 109.477 AHD
RP DESCRIPTION
PART OF LOT 102 ON SP287641
PARISH OF TEWANTIN
COUNTY OF MARCH
PALM LAKE RESORT
STAGE 3
Project No.: Stage: Milestone: Revision Date.: Drawing No.: Revision:
16-003302 4&5 APPROVAL 30.01.17 4100 A
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of sections 2 to 7 (of 35)
Section 2
DocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A
LEGEND
ROAD WORKS AND DRAINAGE EARTHWORKS WATER SUPPLY
DESCRIPTION PROPOSED EXISTING FUTURE DESCRIPTION PROPOSED EXISTING FUTURE DESCRIPTION PROPOSED EXISTING
600Ø FINISH SLAB LEVEL FL 101.15
STORMWATER PIPELINE FL 4.35 WATER SUPPLY 150Ø uPVC
BULK EARTHWORKS LEVEL BE 101.00
.643 .0 82
ROOFWATER CONNECTION PIPE EARTHWORK LEVELS 100 106 WATER SUPPLY 100Ø uPVC
STORMWATER DRAINAGE PITS CONTOURS 5.6 5.4 WATER SUPPLY 63Ø PE100
SANITARY SERVICES BATTER SANITARY DRAINAGE
WATER SUPPLY STORMWATER PIPELINE STORMWATER DRAINAGE
UNDERGROUND ELECTRICAL STORMWATER DRAINAGE PITS WATER SERVICE POINT (METER)
CONCRETE PAVEMENT
WATER RETICULATION HIGH POINT HP HP
(REFER DRG 4302 & 4303 FOR DETAILS)
ROCK ARMOURING SEWER RETICULATION LOW POINT LP LP
FH FH
BATTERS UNDERGROUND ELECTRICAL FIRE HYDRANT (DUAL OUTLET PILLAR)
CONTOURS 5.6 5.4 TABLE DRAIN/SWALE SLUICE VALVE
TABLE DRAIN/SWALE ROCK BOULDER RETAINING WALL SCOUR VALVE
STORMWATER CATCHMENT NAME G32 G44 CONCRETE SLEEPER RETAINING WALL TEST/CLORINATION POINT
STORMWATER CATCHMENT BOUNDARY
CUT
STAGE BOUNDARY
FILL SANITARY DRAINAGE
ROCK RETAINING WALL DESCRIPTION PROPOSED EXISTING
SANITARY DRAINAGE 150Ø DN
CONCRETE SLEEPER RETAINING WALL EROSION AND SEDIMENT CONTROL
DESCRIPTION PROPOSED EXISTING FUTURE WATER SUPPLY
ACOUSTIC FENCE FINISH SLAB LEVEL FL 101.15
BULK EARTHWORKS LEVEL BE 101.00 FL 4.35
STORMWATER DRAINAGE
CUT ALLOTMENT CONTROL
101.705
POINT FINISH SURFACE LEVEL
FILL
UNDERGROUND ELECTRICITY
SEDIMENT FENCE (OR AS DIRECTED BY
SITE SUPERINTENDENT SEWER MANHOLE NUMBER 1 E
SEWER LINE NUMBER 16 101
DIRTY WATER DIVERSION DRAIN ALIGNMENT
IS INDICATIVE ONLY - CONTRACTOR TO
ENSURE DIRTY WATER SITE RUN-OFF IS
DIRECTED TO SEDIMENT TRENCH THROUGH
ALL PHASES OF CONSTRUCTION
CLEAN WATER DIVERSION DRAIN ALIGNMENT IS
INDICATIVE ONLY - CONTRACTOR TO ENSURE
CLEAN WATER IS DIVERTED THROUGH SITE
DURING ALL PHASES OF CONSTRUCTION
CONCRETE SLEEPER RETAINING WALL
ROCK BOULDER RETAINING WALL
ENTRY/EXIT POINT
SPILL THROUGH WEIR LOCATION (INDICATIVE)
-
NOOSA COUNCIL GULLY INLET PROTECTION
APPROVED PLAN SEDIMENT BASINS CATCHMENT BOUNDARIES
OPW17/0055 13 APR 2017
N.S.C. REF NO. MCU15/0111 & REC15/0031
REVISION DATE ISSUE DETAILS DRAWN DESIGN DRAWN STATUS SCALE CLIENT PROJECT DRAWING TITLE
A 30.01.17 ORIGINAL ISSUE NA BF FOR APPROVAL PALM LAKE WORKS PTY LTD PALM LAKE RESORT
2 NOT FOR CONSTRUCTION STAGE 4 & 5 LEGEND
3
4 DESIGN APPROVED 19 TRADING POST ROAD - COOROY
5 ANDREW McPHAIL RPEQ 6921 PROJECT No. DRAWING No. REVISION
6 DISCLAIMER
7
C 2015 www.calibreconsulting.co CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
16-003302
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO 4101 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
Section 3
DocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A
GENERAL NOTES
CAUTION !! CAUTION !! CAUTION !! CAUTION !!
ROADWORKS AND DRAINAGE NOTES ROOFWATER NOTES UNDERGROUND UNDERGROUND UNDERGROUND OVERHEAD
1. ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH CURRENT NOOSA COUNCIL 1. SET OUT POINT FOR DRAINAGE STRUCTURES IS TO THEIR
GAS MAINS ELECTRICAL CABLES WATER RETICULATION ELECTRICAL CABLES
STANDARD DRAWINGS AND PLANNING SCHEME POLICY PSP05. GEOMETRIC CENTRE. UNDERGROUND GAS MAINS EXIST IN UNDERGROUND ELECTRICITY UNDERGROUND WATER MAINS OVERHEAD ELECTRICITY CABLES
2. THE CONTRACTOR SHALL TAKE OUT ALL APPROPRIATE COUNCIL AND MAIN ROADS 2. ROOFWATER PITS SHALL BE IN ACCORDANCE WITH I.P.W.E.A.Q. STD. THIS VICINITY. CONTACT SUPPLIER CABLES EXIST IN THIS VICINITY. EXIST IN THIS VICINITY. EXIST IN THIS VICINITY. CONTACT
DEPARTMENT PERMITS PRIOR TO COMMENCING WORK. DRG. D-0110. FOR SERVICE LOCATIONS. CONTACT ENERGEX FOR CABLE CONTACT QUU FOR WATER MAIN ENERGEX WHERE CABLE
3. THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION OF ALL EXISTING SERVICES 3. HOUSE CONNECTIONS EXCLUDING INSPECTION PITS SHALL BE EXTREME CARE MUST BE TAKEN LOCATIONS. EXTREME CARE MUST LOCATIONS. EXTREME CARE MUST CLEARANCE IS COMPROMISED BY
PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR LOCATED 4.0M UPSTREAM OF THE SIDE BOUNDARY UNLESS SHOWN WHILST EXCAVATING. BE TAKEN WHILST EXCAVATING BE TAKEN WHILST EXCAVATING MACHINERY.
RECTIFICATION OF ANY DAMAGES TO EXISTING SERVICES WHICH MAY OCCUR. THE OTHERWISE.
LOCATION OF EXISTING SERVICES ON THESE DRAWINGS IS APPROXIMATELY ONLY. 4. ROOFWATER DRAINLINES SHALL BE BEDDED AND SURROUNDED
4. WORKS SHALL BE PROGRAMMED SO AS NOT TO DISTURB NEARBY HOUSEHOLDERS WITH SAND TO 100MM ABOVE THE CROWN OF PIPE.
EITHER BY DUST, NOISE, FLOODING, SILTATION OR DISCONNECTION OF SERVICE. 5. HOUSE CONNECTIONS TO EXTEND A MINIMUM OF 1.0M PAST
5. LEVELS AND GRADIENTS AT JUNCTIONS WITH EXISTING WORKS MAY BE VARIED AS ADJACENT SEWER LINES.
REQUIRED TO ACHIEVE A SATISFACTORY CONNECTION AND THE CONTRACTOR SHALL
NOTE:
6. ROOFWATER DRAINAGE PIPES TO BE UPVC (100Ø CLASS SN6, >150Ø NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN ON THE JOB DRAWINGS,
INCLUDE THE COST OF THIS WORK IN THE TENDER PRICE. WHERE NEW WORK JOINS CLASS SN4), OR FRC CLASS 2 WITH RUBBER RING JOINTS. NO RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT OR THE PRINCIPLE FOR THIS INFORMATION
EXISTING, THE EXISTING PAVEMENT IS TO BE SAW-CUT BACK 300MM TO ENSURE A NEAT
7. MINIMUM COVER TO PIPES TO BE 450MM UNLESS SHOWN WHICH HAS BEEN SUPPLIED BY OTHERS. THE DETAILS ARE PROVIDED FOR INFORMATION ONLY.
JOIN. THE WORK SHALL TRANSITION NEATLY WITH THE PAVEMENT SO THAT THE
OTHERWISE AND TO SUIT FINISHED SURFACE LEVEL. THE CONTRACTOR SHALL ASCERTAIN THE POSITION OF ANY UNDERGROUND SERVICES IN THIS AREA
DEVIATION FROM THE LINE OF 3.0M STRAIGHT EDGE SHALL BE NO GREATER THAN 10MM.
8. ENDS OF PIPES AND STUBS TO BE CAPPED. AND SHALL BE RESPONSIBLE FOR MAKING GOOD ANY DAMAGE THERETO.
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 NOTE:
95% DENSITY RATIO (TO AS 1289-5.1.1 - STD. COMPACTION)
ACCESS AND SERVICES TO EXISTING
8. ALL ROAD CROSSING SERVICES CONDUIT ENDS SHALL BE EXPOSED AND THE CONDUITS BULK EARTHWORKS NOTES PROPERTIES TO REMAIN AT ALL TIMES.
RODDED AT THE PRE-SEAL INSPECTION WITH COUNCILS ENGINEER. 1. NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON THE
9. FOOTPATHS SHALL BE TRIMMED AND ROLLED PRIOR TO PLACING OF 75MM (MIN CROSS SECTIONS, THE ACTUAL LIMITS SHALL BE DETERMINED ON-SITE BY
COMPACTED THICKNESS) OF APPROVED TOPSOIL AND GRASS SEEDING OR TURFING AS THE SUPERINTENDENT DURING CONSTRUCTION AND SIMILARLY THE
DIRECTED. FINISHED SURFACE CONTOURS MAY BE ADJUSTED BY WRITTEN DIRECTION
OF THE SUPERINTENDENT DURING CONSTRUCTION.
10. 80% GRASS COVERAGE MUST BE ESTABLISHED BY THE "OFF MAINTENANCE" INSPECTION
2. SOAKED CBR TEST RESULTS FROM ROAD PAVEMENT SUBGRADE SHALL BE
11. ALL STORMWATER PIPES 375Ø UNLESS SHOWN OTHERWISE
FORWARDED TO THE SUPERINTENDENT FOR DETERMINATION OF BOX
12. ALL INTERNAL DRIVEWAYS TO HAVE 1:14 MAX GRADE TO EDGE OF DEPTHS PRIOR TO EXCAVATION BEYOND THE 'NOMINAL' DEPTH.
PAVEMENT/CONCRETE IN ACCORDANCE WITH AS/NZS 2890.1-2004 AND/OR AS/NZS 3. CONTRACTOR TO LIAISE WITH ALL RELEVANT SERVICE AUTHORITIES TO
2890.2-2002 ASCERTAIN SERVICES PRESENT ON-SITE. ANY ALTERATION WORKS TO
13. THE STORMWATER PIPE CLASSES HAVE BEEN DESIGNED FOR SERVICE LOADS ONLY. SERVICES WILL BE CARRIED OUT BY THAT SERVICE AUTHORITY ONLY.
THE CONTRACTOR SHALL ASSES ANTICIPATED CONSTRUCTION LOADS AND UPGRADE 4. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT PRIOR TO
THE PIPE CLASSES IF NECESSARY, IN ACCORDANCE WITH AS3725-2007. COMMENCING THE DEMOLITION OF ANY EXISTING STRUCTURES WITHIN
THE SITE AREA.
5. ALL DRAINAGE STRUCTURES TO BE PRESERVED FROM THE EFFECTS OF
STRUCTURAL LOADING GENERATED BY THE EARTHWORKS.
6. ALL EXCAVATION AND FILLING SHALL BE COMPACTED TO THE
REQUIREMENTS OF AS3798-1996 IN ACCORDANCE WITH THE LOCAL
AUTHORITY REQUIREMENTS. LEVEL 1 SUPERVISION IS REQUIRED.
7. ALL CLEARING SHALL BE CARRIED OUT IN STAGES TO ALLOW FOR
RELOCATION OF FAUNA, COMMENCING AT THE LOWER AREAS OF THE SITE.
8. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH WORKPLACE HEALTH
AND SAFETY REQUIREMENTS.
9. ALL EARTHWORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PLANNING
SCHEME POLICY PSP05 ENGINEERING DESIGN STANDARDS.
-
NOOSA COUNCIL
APPROVED PLAN
OPW17/0055 13 APR 2017
N.S.C. REF NO. MCU15/0111 & REC15/0031
REVISION DATE ISSUE DETAILS DRAWN DESIGN DRAWN STATUS SCALE CLIENT PROJECT DRAWING TITLE
A 30.01.17 ORIGINAL ISSUE NA BF FOR APPROVAL PALM LAKE WORKS PTY LTD PALM LAKE RESORT
2 NOT FOR CONSTRUCTION STAGE 4 & 5 NOTES
3
4 DESIGN APPROVED 19 TRADING POST ROAD - COOROY
5 ANDREW McPHAIL RPEQ 6921 PROJECT No. DRAWING No. REVISION
6 DISCLAIMER
7
C 2015 www.calibreconsulting.co
16-003302
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
4102 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
Section 4
DocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A
EX RL 100.54
EX RL 101.21
EX RL 101.65
EX RL 102.05
.59
EX RL 102.40
EX RL 102.69
EX RL 102.99
EX RL 103.26
1 IN 4 BATTER
EX RL 103.56
EX RL 103.82
EX RL 104.40
EX RL 104.16
EX RL 104.74
EX RL 98
11 (MAX)
SP161946
E-E
D-D
C-C
187
LAMONTS ROAD
FL RL102.37
214 213 211 210 209 208 207 199 198 197 196 195 194 193 192 191 190 189 188 BE RL102.22
FL RL105.03 FL RL104.86 FL RL104.71 FL RL104.58 FL RL104.30 FL RL104.16 FL RL104.01 FL RL103.88 FL RL103.74 FL RL103.60 FL RL103.46 FL RL103.32 FL RL103.23 FL RL103.04 FL RL102.90 FL RL102.62 FL RL102.47
FL RL102.76 BE RL102.47
BE RL104.88 BE RL104.71 BE RL104.56 BE RL104.43 FL RL104.44 BE RL104.15 BE RL104.01 BE RL103.86 BE RL103.73 BE RL103.59 BE RL103.45 BE RL103.31 BE RL103.17 BE RL103.08 BE RL102.89 BE RL102.75
BE RL102.61
BE RL102.32 NORTHERN BASIN 3
105.0
BE RL104.29 186 REFER DRAWING 16-003302-4700 RP169814
102.0
2
8 102.
6 102.
4 102. FL RL102.26 SERIES FOR DETAILS
6 4
104.
2 104.
0 103.
8 103.
6
103.
4
103.
2 103.
0 102. 300mm DEEP
5.0
104.
8 104. 104. BE RL102.11
10
BILLABONG PRD TURFED SWALE
105.2
TO DIVERT FLOWS
185 TO BASIN OUTLET
201
MERMAID CT
212 206 FL RL102.16
BE RL102.01
FL RL104.60 175 176 177 178 179 180 181 182 183 184 160
10
FL RL104.60 200 174
5.2
BE RL104.45 7.81
104.4
FL RL104.84
TOW 98.53EX RL 9
BE RL104.45
CLEARWATER DRIVE
FL RL103.64 FL RL103.56 FL RL103.42 FL RL103.29 FL RL103.15 FL RL103.01 FL RL102.87 FL RL102.73 FL RL102.59 FL RL102.45 FL RL101.46
BE RL104.69 FL RL104.14 FL RL104.01 161
101.8
BE RL103.49 BE RL103.41 BE RL103.27 BE RL103.14 BE RL103.00 BE RL102.86 BE RL102.72 BE RL102.58 BE RL102.44 BE RL102.30 BE RL101.31
202 BE RL103.99 BE RL103.86
102.4
FL RL102.05 2.5m MAX
205 3.6 3.4 3.2 3.0 2.8 2.6
FL RL104.70 10 10 10 10 10 10 BE RL101.90 CONCRETE
FL RL104.71 BE RL104.55 SLEEPER WALL
BE RL104.56 173 171 170 169 168 167 166 165 164 163 162
FL RL103.48
LAKESIDE VISTA FL RL100.90 FL RL100.90
203 101 101.4 101 BE RL100.75 BE RL100.75
86
BE RL103.33 FL RL103.15 FL RL103.10 FL RL102.99 FL RL102.89 FL RL102.79 FL RL102.68 FL RL102.58 FL RL102.48 FL RL102.38 FL RL102.27 .6 .2
THE PROMENADE
7.94
04.
10
BE RL103.00 BE RL102.95 BE RL102.84 BE RL102.74 BE RL102.64 BE RL102.53 BE RL102.43 BE RL102.33 BE RL102.23 BE RL102.12
FL RL104.80 TOW 100.44EX RL 9
1.8
1
BE RL104.65
RL
172 FL RL101.40
EX
FL RL103.29
BE RL101.25 F-F
204 SEAHORSE DRIVE
B
BE RL103.14 STAGE 5 157 158 159
B-
FL RL104.80 103.0 102.8 102.6 102.4 102.2
BE RL104.65 FL RL101.68 FL RL101.55 FL RL101.40
BE RL101.53 BE RL101.40 BE RL101.25
146
FL RL103.39 147 148 149 150 151 152 153 154 155 156
BE RL103.24 8.30
10 TOW 100.80EX RL 9
101.8
4.2 FL RL103.15 FL RL103.09 FL RL102.99 FL RL102.89 FL RL102.79 FL RL102.69 FL RL102.58 FL RL102.48 FL RL102.38 FL RL102.27
103.2
BE RL103.00 BE RL102.94 BE RL102.84 BE RL102.74 BE RL102.64 BE RL102.54 BE RL102.43 BE RL102.33 BE RL102.23 BE RL102.12
G-G
.19 145
1 04
104.2
RL FL RL103.52
EX BE RL103.37
131 130 129 128 127 126 125 124 123 122 K-K
144 FL RL103.51 FL RL103.40 FL RL103.20 FL RL102.98 FL RL102.77 FL RL102.56 FL RL102.34 FL RL102.22 FL RL102.10 FL RL101.99
104.0
101.6
FL RL103.64 BE RL103.36 BE RL103.25 BE RL103.05 BE RL102.83 BE RL102.62 BE RL102.41 BE RL102.19 BE RL102.07 BE RL101.95 BE RL101.84 CENTRAL BASIN
BUND TO BE CONSTRUCTED TO
103.
BE RL103.49 REFER DRAWING 16-001014-400
ENSURE WATER IS FREE SERIES FOR DETAILS
A-A
4
DRAINING AND DIRECTED TO
OVER LAND FLOW PATH BETWEEN EX RL 103.93 .2 .0 .8 2.6 2.4 2.2 RAINBOW WAY
102.0 10
143 103 103 102 10 10 10 2.0 101.8
LOT 137 & 136 (BUND/SWALE
SHOWN INDICATIVELY ONLY) FL RL103.65
103.4
BE RL103.50
101.6
STAGE 4 120 121
102.2
103.8
132
FL RL102.08 FL RL101.88
142 141 FL RL102.49 BE RL101.93 BE RL101.73
BE RL102.34
FL RL103.58 FL RL103.37 133
BE RL103.43 BE RL103.22 119
103 140 FL RL102.68 FL RL102.47
.2 BE RL102.53 105
FL RL103.23 BE RL102.32
139 BE RL103.08
134 10 2.4 118 FL RL102.51
EXISTING
103.6
FL RL102.78 BE RL102.36
FL RL103.44
AY FL RL102.57 A
EL
SP
BE RL102.63 STAGE 3
.64 BE RL103.29 W BE RL102.42
M
103 103 135 F 117
ST
R L 10 .0 R 106
EX
EX 3.4 138 SU
FL RL102.68
RE
IS
TI
FL RL102.83 BE RL102.53
NG
FL RL 102.88
ET
10 FL RL103.32
ST
BE RL102.68 .6
3.2 102
AG
BE RL103.17
(C
E
107 SS
1
116 CES
OO
10 137 104 ACCES
J-
3.0 N
RO
FL RL 103.26 EC
J
FL RL103.18 FL RL102.78 EA
GRN
G EE
Y
BE RL102.63
BE RL103.03 108 LIGNR
CO
WG
115 E 103 BLOIN
NN
5%
8
W
136 FL RL 103.64
AV BO
102.
0. FL RL102.84
EC
AY
H-
BE RL102.69 109
TI
BB
103.0
FL RL102.99
Q
AR
W
H
EA
ON
NOTE:
BE RL102.84 FL RL 104.03
STA 102
103.2
RO
114 CA
1. FOR LEGEND REFER TO DRG 16-003302- 4101
TH
Section 5
110
EX
AD
2. FOR NOTES REFER TO DRG 16-003302-4102
IS
E
RL 102.7 FL RL103.07
101
TI
)
NG
PR
BE RL102.92 FL RL 104.16 3. FOR SECTIONS A-A TO K-K REFER TO 16-003302
DE
CL
OM
113
C
EXISTING WALL (STG 1A)
UB
-
K
-4201.
HO
BUND RL 103.5 MIN AT 3
NOOSA COUNCIL
E
3.0
US
FL RL103.47 EXISTING 100
NA
E
REAR BDY OF LOTS 136+137 10 BE RL103.32
DE
RL STAGE 1A
EX
APPROVED PLAN
CL
112 99 E
PD
EA
OPW17/0055 13 APR 2017
RW
L ILY
AT
ER
10
ER
AT
2.1
DR
W N.S.C. REF NO. MCU15/0111 & REC15/0031
IV
DRAWN STATUS SCALE CLIENT PROJECT DRAWING TITLE
0
REVISION DATE ISSUE DETAILS DRAWN DESIGN
E
A 30.01.17 ORIGINAL ISSUE NA BF FOR APPROVAL PALM LAKE WORKS PTY LTD PALM LAKE RESORT BULK EARTHWORKS
2 NOT FOR CONSTRUCTION STAGE 4 & 5
3 1:500 10 5 0 10 20 A1
LAYOUT PLAN
4 DESIGN APPROVED 1:1000 A3 19 TRADING POST ROAD - COOROY
5 ANDREW McPHAIL RPEQ 6921 PROJECT No. DRAWING No. REVISION
6 DISCLAIMER
7
C 2015 www.calibreconsulting.co CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
16-003302
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO 4200 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
Section 6
DocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A
TENNIS COURTS
P.B.
B.E. 100.750 0.5m MAX WALL WORKSHOP
- 300mm TURFED SWALE F.L. 100.900
NOOSA COUNCIL
2.5 MAX WALL
APPROVED PLAN BY OTHERS
OPW17/0055 13 APR 2017
LOT BOUNDARY
Datum: 95.000
SECTION F-F
LOT BOUNDARY TENNIS COURTS
R.L. 101.300
1 IN 4 BATTER B.E. 100.750
LOT BOUNDARY
TO MAX. CENTRAL F.L. 100.900
LOT 209
BASIN
P.B.
B.E. 104.290
F.L. 104.440
LOT 122
2.00m
B.E. 101.840
BUFFER
F.L. 101.990 THE PROMENADE
Datum: 100.000 Datum: 95.000 Datum: 100.000
SECTION C-C SECTION G-G SECTION K-K
LOT BOUNDARY
250mm MIN BUND TO BE
P.B.
CONSTRUCTED TO ENSURE 2.1m ACOUSTIC
WATER IS FREE DRAINING AND FENCE BY OTHERS EARTHWORKS COMPLETED AS
LOT BOUNDARY
DIRECTED TO OVERLAND FLOW
PART OF STAGE 1A WORKS
PATH BETWEEN LOT 137 & 136
MERMAID COURT
LOT 108
LOT 117
LOT 187 R.L. 103.640
1.75m B.E. 102.530
P.B.
TYP B.E. 102.220 F.L. 102.680
F.L. 102.370 EXISTING CONCRETE
SLEEPER RETAINING WALL
3.00m
BUFFER
Datum: 100.000 Datum: 100.000 Datum: 100.000
SECTION B-B SECTION E-E SECTION J-J OVERLAND FLOW PATH
LOT BOUNDARY
DETAIL REFER BELOW
2.1m ACOUSTIC
LOT BOUNDARY
LOT BOUNDARY
LOT BOUNDARY
FENCE BY OTHERS
SLOPE 1 IN 4
250mm MIN BUND TO BE
P.B.
CONSTRUCTED TO ENSURE
WATER IS FREE DRAINING AND
LOT 144
P.B.
DIRECTED TO OVERLAND FLOW
B.E. 103.490 LOT 137 LOT 136
PATH BETWEEN LOT 137 & 136 LOT 190
F.L. 103.640 B.E. 103.030 B.E. 102.840
B.E. 102.610
F.L. 103.180 F.L. 102.990
F.L. 102.760
5.00m
2.5m LANDSCAPE BUFFER
2.0m LANDSCAPE BUFFER
Datum: 100.000 Datum: 100.000 Datum: 100.000
SECTION A-A SECTION D-D SECTION H-H
P.B. P.B. P.B.
5.00m
LOT 137
0.50m
0.40m
MIN
B.E. 103.030 LOT 136
B.E. 102.840
NOTE: F.L. 103.180
F.L. 102.990
FOR PAVEMENT DETAILS REFER TO DRG 1 in 2
16-003302-4302, 4303, 4304, 4305 & 4306 CONCRETE 2 1 in
SLEEPER RETAINING
WALL (BY OTHERS) EMERGENCY
OVERLAND
FLOW PATH
TYPICAL INTERALLOTMENT 2.00m
RETAINING WALL DETAIL OVERLAND FLOW PATH DETAIL
SCALE A1 1:50 SCALE A1 1:50
SCALE A3 1:100 SCALE A3 1:100
N.S.C. REF NO. MCU15/0111 & REC15/0031
REVISION DATE ISSUE DETAILS DRAWN DESIGN DRAWN STATUS SCALE CLIENT PROJECT DRAWING TITLE
A 30.01.17 FOR APPROVAL 1:250 5 0 5 10 A1
PALM LAKE WORKS PTY LTD PALM LAKE RESORT BULK EARTHWORKS
2 NOT FOR CONSTRUCTION 1:500 A3 STAGE 4 & 5
3 SECTIONS
4 DESIGN APPROVED 1:50 1 0.5 0 1 2 A1 19 TRADING POST ROAD - COOROY
5 ANDREW McPHAIL RPEQ 6921 1:100 A3 PROJECT No. DRAWING No. REVISION
6 DISCLAIMER
7
C 2015 www.calibreconsulting.co
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
16-003302 4201 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
Section 7
DocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A
TEMPORARY APPROVED SAFETY
FENCE TO WALLS HIGHER THAN 1.00m 0.30m 0.30m
HEIGHT USED FOR PAYMENT
-
NOOSA COUNCIL
APPROVED PLAN
OPW17/0055 13 APR 2017
N.S.C. REF NO. MCU15/0111 & REC15/0031
REVISION DATE ISSUE DETAILS DRAWN DESIGN DRAWN STATUS SCALE CLIENT PROJECT DRAWING TITLE
A 30.01.17 ORIGINAL ISSUE NA BF FOR APPROVAL PALM LAKE WORKS PTY LTD PALM LAKE RESORT RETAINING WALLS
2 NOT FOR CONSTRUCTION STAGE 4 & 5
3 1:250 5 0 5 10 A1
TYPICAL DETAILS
4 DESIGN APPROVED 1:500 A3 19 TRADING POST ROAD - COOROY
5 ANDREW McPHAIL RPEQ 6921 PROJECT No. DRAWING No. REVISION
6 DISCLAIMER
7
C 2015 www.calibreconsulting.co CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
16-003302
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO 4202 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
The text continues on section 8.