Original source · versioned page text
Approved Plans
TOPSOIL AND LEVELLING
SURROUNDING BUILDING (BY
TOPSOIL AND LEVELLING
SURROUNDING BUILDING (BY
SUNSHINE COAST
Maroochydore, Queen:
Cnr Emest and Merivale Stroots,
BUILDING “y
ee PLATFORM LEVEL
{CIVIL CONTRACTOR)
BUILDING anny
PAD LEVEL DETAIL
Consulting Engineers
development consultants, planners and surveyors
Grae CONSULTING ENGINEERS PTY LTD. ABN? 080 #14055
237-239 Bradman Avenue,
jelephone (07) 5443 2500
| BRISBANE - JF&P House
‘South Brisbane, Queenstand. 4101
telephone (07) 3844 7161
100mm SLAB ON
PAD LEVEL DETAIL
CONVENTIONAL SLAB
WAFFLE SLAB
GLADSTONE
59 Goondoon Steet,
Gladstone, Queensland. 4680
telophione (07) 4972 2160
sland, 4558
150mm LEVELLING LAYER
100mm SLAB ON
285mm WAFFLES ON
50mm LEVELLING LAYER
NOMINAL PLATFORM LEVEL
(CIVIL CONTRACTOR]
CONTRACTOR TO DESILT EXISTING
DRAIN TO DESIGN LEVELS IN
ACCORDANCE WITH CARDNO MBK
DRG'S 7099/5-3,
-6, -74 -8
BOWLING
GREEN
COMVUN | TY
CENTRE
APARTMENTS:
LEGEND
NATURAL SURFACE CONTOURS
DESIGN SURFACE CONTOURS Bs
PROPOSED CONCRETE SLEEPER
RETAINING WALL
EARTHWORKS NOTES
1. ALL EARTHWORKS ACTIVITIES TO BE CARRIED OUT IN
ACCORDANCE WITH NOOSA COUNCIL'S GUIDELINES READ IN
CONJUNCTION WITH THE GEOTECHNICAL INVESTIGATION REPORT
PREPARED BY GOLDER ASSOCIATES DATED AUGUST 2005.
2. THE CONTRACTOR IS TO ENSURE THAT NO PONDING IS TO
OCCUR ON THE SITE BETWEEN THE CONSTRUCTION STAGES.
3. FILL SHALL BE COMPACTED TO THE REQUIREMENTS OF
AS3798-1996 ‘GUIDELINES ON EARTHWORKS FOR COMMERCIAL
AND RESIDENTIAL DEVELOPMENTS’.
ROCK RETAINING WALL
{1.0m HIGH max.}
NOMINAL PAD LEVELS
4. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL
EXISTING SERVICES WITH ALL RELEVANT AUTHORITIES BEFORE
COMMENCING CONSTRUCTION. ANY COSTS ASSOCIATED WITH
REPAIRING DAMAGE TO EXISTING SERVICES SHALL BE PAID
\
TURFED SWALE
CONSTRUCTED STAGES IA @1B
CONCRETE SLEEPER
RETAINING WALL NOTES
1. WALL TO BE FOUNDED INTO FIRM GROUND
HAVING SAFE BEARING CAPACITY OF NOT LESS
THAN 100kPa. FOUNDATION NOT MEETING THIS
REQUIREMENT IS REQUIRED TO HAVE
STRUCTURAL DESIGNED FOOTING.
2. IF OTHER RETAINING WALLS OR
STRUCTURES ARE LOCATED WITHIN 3m OF THIS
WALL THE DESIGN MAY VARY. THE ENGINEER
MUST BE NOTIFIED. THIS WALL IS NOT
APPROPRIATE FOR LOCATIONS WHERE SLIP
CIRCLE PROBLEMS OCCUR. A SLIP CIRCLE
ANALYSIS HAS NOT BEEN CONDUCTED ON THS
WALL.
3. ALL DIS REINFORCEMENT TO BE “NEUMANN
STEEL” PRODUCT OR EQUIVALENT.
4. CONCRETE SLEEPERS AND POSTS - 32MPa,
60 SLUMP FOOTINGS - 20MPa, 60 SLUMP.
FOR BY THE CONTRACTOR.
5. EXISTING PRELOAD (PEAT) MATERIAL TO BE FIRSTLY USED
AS PRELOAD MATERIAL FOR FUTURE STAGES. ONCE PRELOADING
HAS BEEN COMPLETED THE MATERIAL CAN THEN BE PUT
THROUGH A GRINDER/MIXER AND USED FOR FILL MATERIAL IN
BUNDS AND SURFACE PROFILING AROUND BUILDINGS AND
GENERAL LANDSCAPE PURPOSES.
ROCK WALL NOTES
1. MINIMUM BEARING CAPACITY OF WALL.
FOUNDATION MATERIAL SHALL BE 100 Kpa.
2, STONES TO BE OBTAINED FROM A
QUARRY ACCEPTABLE TO THE
SUPERINTENDENT, AND AS RECOMENDED BY
THE QUARRY PERSONNEL, AND INSPECTED ON
SITE BY THE SUPERINTENDENT PRIOR TO
INSTALLATION.
3. ROCKS TO BE PLACED ON THEIR
BROADEST BASE, STABLE AND INTERLOCKING,
WITH NO INDIVIDUAL STONES FREE TO MOVE.
100
HORIZONTAL SURFACE
l* ‘SURCHARGE
AU
POSTS AT 150x80 CONCRETE SLEEPERS
2000 crs. r 2x011.3 BARS, FILTER FABRIC
a “TERRAFIX T 300 6’
OR SIMILAR
4 | AA SEOFABRIC APPROVED PRODUCT. rere wine
j 150mm WIDE z| S| wave
4 FILTER WITH 2
Lt 10mm AGGREGATE . |
9100 AGG! PIPE FOR 3
14 L}- WALLS. 1200 HIGH ai
FALL TO OUTLET.
er 100 DIA. AGG. DRAIN |
E 200 WIDE FREE
DRAINING MATERIAL. = eliaeer epee B
SHINOHING AGAG SAVARTAT r
| Pl SUNSHINE COAST REGIONAL CONG ay ECTION
D — pay em % Sic ere
2 2 » >,
tT AP ROVE SBLIT FACE ROCK WALL
es , SCALE | :20
mPW 120095 23 JL [alle 1.
450 DIA. 0-05 0.20 0.40 0.30
0.5-1.0 0.30 0.50 0.30
CONCRETE SLEEPER
RETAINING WALL DETAIL
SCALE 1:100
CONCRETE SLEEPER RETAINING WALL SCHEDULE
RETAINING WALL] VERTICAL POST ] REINFORCING | FOOTING PIER
HEIGHT ‘H" LENGTH BARS DEPTH 'D' | EMBEDMENT
{mm} (nm) (mm) ‘E" (ml
600 900 2vi2 600 300
750 900 2yi2 750 150
900 1200 2vi2 900 300
1050 1200 2vi2 1050 150
1200 1500 2vi2 1200 300
1350 1500 2v12 1350 150
1500 1900 2vI6 1500 300
5 was ae ~~ \VT sean en ENE Tae es,
eo 3 =_ | potevasremsevrosuTmmnesues am {1 NOOSA DOMAIN RETIREMENT VILLAGE }———
10 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUST PLEASE ENQUIRE] Jatum: — AHD derived origin (BM) F _[ PADLEVELS $7, 58, 72 & T3 AMENDED 2zrorar | GA rewHing MUSE
designed | «a | COPYRIGHT © 2006.4 CONSULTING ENGINEERS PTY. LTD. | amart [won cto cate_[ |] © | RoAo 72 REALIGNED PAD LEVELS REGED comm | «| COUNTRY CLUB VILLAGES PTY. LTD. M1717-L02 H
drawn | 3M | THis OOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY A _[ onion issue 22208 | a |__| ConstRUCTED STAGES SHOWN teoute | soP Teter
FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE
checked | AF | WRITTEN gONSENT OF JF'& P CONSULTING ENGINEERS PTY. LTD, 8 _ | ENTRANCE ROAD REVISED 6705 | a EARTHWORKS LAYOUT PLAN - SHEET 1 M1717-L02-L03.0WG
$s Kapproved] a Fraser... ff. Smee ..RPEQ 5691 _A_C__| ROAD 12 REALIGNED, PAD LEVEL DETAILS ADDED ai005 | a) ) J sate 28.2.06
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Page 2
=
olf SCREEN FENCE. REFER
g 7
LO HGH CONCRETE 5 IS . / sayoscare ARCHITECTS
WALL. REFER DETAIL 32 & DETAILS.
bjjoc oo} 15m
PROVIDE 100mm DIA WEEP HOLES 7
CORED DRILLED THROUGH BASE OF P.L. VARIE!
RETAINING WALL @ |.0m CRS FOR
ENTIRE LENGTH OF WALL
CONCRETE SLEEPER
RL 1.OR RETAINING WALL.
HEIGHT VARIES.
SECTION - A
1:100 {Al}
SCREEN FENCE. REFER
BOLLARD FENCING.
LANDSCAPE ARCHITECTS REFER STD. DRO. 9802
DETAILS.
VARIES 3
CONCRETE SLEEPER |
RETAINING WALL.
REFER DETAIL |
EASEMNT
EXTENT OF ROCK RETAINING
WALL TO BE DETERMINED ON
SITE BY SUPERINTENDENT.
Ilex mh
ROAD
) PAVEMENT
jf
| SECTION - B
1:100 {Al}
P.B.
EASEMNT
FINISH EARTHWORKS TO
TOP OF EXISTING BANK
ted
EXISTING
OPEN DRAIN
EXTENT OF ROCK RETAINING
WALL TO BE DETERMINED ON
SITE BY SUPERINTENDENT.
SECTION - C
1:10 (Al)
P.B.
SERVICED
APARTMENTS:
EXISTING
VEGETATED MOUND
EENIE CREEK ROAD
FREE DRAINING
See ROAD fj
SECTION - D
1:100 (Al)
SERVICED
APARTMENTS.
P.B.
FORM SHALLOW FREE DRAINING
SWALE. TO BE CONFIRMED ON
SITE WITH SUPIERINTENDENT .
EXISTING
VEGETATED MOUND
ROAD 6 REVEGETATE
SLOPE
EENIE CREEK ROAD
1 in 2
-_-
‘ “
a J
2 SECTION - E
a
a Beh00 AA) SCREEN FENCI _
ARCHITECTS
[2.5m
EXISTING ab: TURF i} PAD
OPEN DRAIN IN
CONC
RETE, SLEEPER» q
RETA\l rete
Qsurf - 0.238cumecs
SECTION “ G Flow Depth - 163mm
1:100 (Al} SECTION - F tenements en
1:100 (Al)
[an CO ~~ (0 [PROLEVELS ST 5,728 THANENOED mor | oY ~~
Consulting Engineers 1500 10 50 0 20 M1 > = » sheet 2 of 2 sheets
development consultants, planners and surveyors np —— a, © _ | 0B STATION ADDED, PAD LEVELS REVISED oar Tal NOOSA DOMAIN RETIREMENT VILLAGE
x JF & P CONSULTING ENGINEERS PTY. LTD. ABN 77 050 414 036 ” "i
Senco ar ieerohe NOT SCALE FROM TS DRANG -USE ONLY DIMENSIONS PROVIDED -e WoOUST PLease eNcURe| atITE AHD dotved eran (6M) F | constructeo stases stow tone | 9 L srevinevarnbet
Pe BIN gg, RO ea designed | sM | COPYRIGHT ©2006 JF & P CONSULTING ENGINEERS PTY. LD. arent [revisor dotate ae] on OUNTRY CLUB VILLAGES PTY. LTD. M1717-L03 4
tease or aus 800 tlophon or) 4 200,
4 7) mectione (07) drawn | JM | THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY ‘A | ORIGINAL ISSUE 28.2.06 aM file name
sett See eee a em EARTHWORKS LAYOUT PLAN - SHEET 2 iframe
Scua babar, coeersisn 1104 checked | AF | WRITTEN GpQ/SENT OF JF & P CONSULTING ENGINEERS PTY. LTD. 3 _ | sectiowereviseo y aM . pee
elophone (07) 38447161 LGooroved a Fraser. RPEQ 5601 _A_C_ | PADLEVELS REVISED TO SUIT WAFFLE SLABS zaoror | ea A aate 282.06
ae
Page 3
Foo
1) telephone (07) 5443 2500
Consulting Engineers
development consultants, planners and surveyors
SFP CONSULTING ENGINEZRS PTY, LTD, ABM 77080 $14 095
SUNSHINE COAST GLADSTONE
257-239 Sratinan Avenue, $9 Goondoon Steet,
Maroochydore, Queensland. 4558 Gladstone, Queensland. 4
RISBANE - JF&P House
Cnr Emest and Merivale Streets,
‘South Brisbane, Queenstand. 4101
telephone (07) 3844 7161
"
Pe oe
“TURNING AREA ONLY’
"NO PARKING PERMITTED’
So
oo
Te
“TURNING AREA ONLY*
"NO PARKING PERMITTED’
10 - 5.5m x 2.5m
CARPARKING SPACES LOADING @ BIN
a ay \u COLLECTION AREA
0 - 5.5m x 2.5m
CARPARKING SPACES
| re APARTMENTS
4 - 5.5m x 2.5m
1CARPARKING SPACES <7
=n
Hea
NOTES
|, PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH AUST. STD. 1742 PART
1-1975, AS 1743-1975, AND D.O.T. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
2. ALL SIGNS ARE TO BE IN ACCORDANCE WITH THE D.0.T. MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES.
3. ISLAND NOSES TO BE PAINTED WITH REFLECTORISED PAINT {TYPICAL}
4. RRPM'S TO BE PLACED AS PER MUTCD PART 2 SECTION 4.6.5.3
LEGEND
CONSTRUCTED STAGES IA @IB
Ea]
SUNSHINE COAST REGIONAL COUNCIL
APPROVED
opw 120095
23 JUL 2012
sland. 4680
telephone (07) 4972 2160
: Y Ee Tao | my c
4500 10 5 o 10 20 Al sheet 1 of 2 sheets
DD. ————— = _ | sus aRKiNe Bay REMSED, «ne T”| NOOSA DOMAIN RETIREMENT VILLAGE
Joo NOT SCALE FROM THIS DRAWING -USE ONLY DIMENSIONS PROVIDED -IFIN DOUBT PLEASE ENauIRe| datum: AHO derived ‘origi (BM) F_ | ENTRANCE REVISED (GARBAGE TRUCK MOVEMENTS) 7208 | Srawing number
[cosines | a | coPviuci © 2008. & P CONSULTING ENGREERS PTY. LTD aioe [son tat we | me | 6 [Romo remeneven wma | «| COUNTRY CLUB VILLAGES PTY. LTD. M1717-L04. a
drawn | JM | THIs DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY ‘A | ORIGINAL ISSUE 282.06 | JM | H__ | CONSTRUCTED STAGES SHOWN ya04i2 | scP flename
checked | AF | WRITTEN gONSENT OF cf &P CONSULTING ENGINEERS PTY. LTD. 8 _ [LOADING 8am & BUS PARKING AREAS ADDED znaos | aw SIGNS AND LINEMARKING PLAN - SHEET 1 MI717-LO4LO5.0WG
\ approved -=RPEQ 5601 _A © _ | ENTRANCE ROADREVSED e705 | A A J aate 28.2.06
z/
Page 4
2,
| - 6.0m x 2.5m lee]
CARPARKING SPACES CARPARK I NG SPACES
———
vee 1
CARPARKING SPACES
f
SERVICED
APARTMENTS
LOADING @ BIN.
\\ COLLECTION AREA
If
ee C4 ZONE"
“LOADING Lf
f= LOADING 8 BIN
| COLLECTION AREA
10 - 5.5m x 2.5m
CARPARKING SPACES
SERVICED
APARTMENTS,
=|
a
fo)
t/
O} 32 |
"TURNING AREA ONLY’
"NO PARKING PERMITTED’
> SIGN
egy
CHINOL - "
SUNSHINE COA mA. —_—
. | AST F
-LOADING @ BIN STARE PARKING : “REGIONAL COUNCIL
COLLECTION AREA 4 oa
ONLY’ SIGNS 2 PR OV {/E
he —/ ‘ fh vl Ld
7] cs £U095 2
Ht ea 25 JUL 2012
So
5.5m x 2.5m SSN
ARKING SPACES e Sac FON ig CARPARKING. REFER
eae “STAFF PARKING ONLY’ STRUCTURAL ENGINEERS
PAINTED ON PAVEMENT DETAILS.
WE cree
= RO RD
o (— YY —Yy r
|. Consulting Engineers 1500 10 50 jo 20 At sheet 2 of 2 sheets
Aevsopment contol, das an anveior 100 NOOSA DOMAIN RETIREMENT VILLAGE
SeaP COnsUTMGENGHEERS OT. LID, ANT #08 ——— aan dauihe nice
SUNSHINE COAST ia0sToNe 0 NOT SCALE FROM THS ORAVING-US ONL DNJENSONS ROOED-F NOUS LEASE ENOUE
Ruscsagie Guammsniaise Gusta Pestana di designed | Ja | COPYRIGHT ©2006 JF & P CONSULTING ENGINEERS PTY. LTD. arent | evson cea ate | COUNTRY CLUB VILLAGES PTY. LTD. M1717-LO5 .
weeere 7 Sas ee atest OT ASR EN, drawn 2M | THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY A ORIGINAL ISSUE 28.2.06 M file name
east JF | IE LAMONT, oa (mene Rea S OTR | | SIGNS AND LINEMARKING PLAN - SHEET 2 Bier rcses te NG
\\ tolephone (07) 3844 7161 \ approved] a Fraser... won RPEQ 5691 __A_C_| CONSTRUCTED STAGES SHOWN, 190412 | scp A A A Gate 28.2.06
Page 5
wal,
666 aa
6 da
£0
7
2 is
7
NOTES
1. ALL DIMENSIONS ON THE DRAWINGS ARE IN METRES UNLESS SHOWN OTHERWISE.
2. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING SERVICES WITH ALL RELEVANT
AUTHORITIES BEFORE COMMENCING CONSTRUCTION. ANY COSTS ASSOCIATED WITH REPAIRING DAMAGE TO
EXISTING SERVICES SHALL BE PAID FOR BY THE CONTRACTOR.
3. THE CONTRACTOR SHALL ERECT TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE RELEVANT
AUTHORITY SPECIFICATIONS.
4. THE CONTRACTOR SHALL VERIFY OFFSET PEG LOCATIONS AND BENCH MARK LEVELS AND ADVISE THE
SUPERINTENDENT OF ANY DISCREPANCY BEFORE THE COMMENCEMENT OF CONSTRUCTION.
5. DRIVEWAYS TO DWELLINGS/APARTMENTS AND COMMUNITY BUILDINGS BY BUILDING CONTRACTOR.
6. ALL BULDINGS/DWELLINGS/APARTMENTS BY BUILDING CONTRACTOR
7. PROVIDE PRAM RAMPS AT ENTRANCE ISLAND IN ACCORDANCE WITH STD. DRG. 9006
LEGEND
|
EXISTING KERB “
PROPOSED FLUSH KERB
CHANNEL
Wi20095
PROPOSED CONCRETE SLEEPER RETAINING WALL
ACOUSTIC BARRIER FENCE.
REFER DETAIL ON DRG. MI717-RO3
STENCILLED ASPHALT TO INTERSECTION. BRICK N
PAVE STREETPRINT OR APPROVED EQUIVALENT.
CONSTRUCTED STAGES JA @IB
ROAD SETOUT SCHEDULE
NOTE: COLOUR
PATTERN OF
STENCILLED
CONFIRMED BY
SUPER INTENDEN
ASPHALT TO BE
AND
IT.
PT CHAINAGE EASTING NORTHING ANGLE RADIUS TANGENT DEF ANGLE ARC LENGTH
ENTRANCE ROAD
IPI 0.000 7242.807 4841.255 62d22'33"
Tc 8.861 7250.676 4845.372 62d22'33"
1P2 13.595 7254.996 — 4847.633 15.000 4.876 36d00'56" 9.429
TT 18.309 7259.820 4846.92 98d23'30"
1P3 25.410 7266.892 4845.878 50.000 7.148 16d16'22" 14.201
cT 32.510 7273.388 4842.895 114439'52"
Te 41.814 7281 843, 4839.013 114d39'52*
1P4 45.884 © 7285.554 4837.309 40.000 4.084 11439'33" 8.140
T 49.953 7288.844 4834.890 126419‘ 25"
IPS 59.503 7296.688 — 4829.123, 40.000 9.736 27d21'30" 19. 100
cT 69.053 7306.305 4827.606 98d57'55"
IPG 99.902 7336.77 4822.798 9845755"
ROAD |
IPI 0.000 7471.570 4840.567 278455" 10"
TC 117,388 7355.602 4858. 768 278455" 10"
1P2 127,592 7342.70 4860. 782 13.000 12.990 89d57°15" 20.410
ACOUSTIC BARRIER cT 137.797 7340.745 + 4847.951 1885755"
FENCE, REFER DETAIL TC 183.646 7333.600 4802,663 188d57'55"
ON DRG MI717-RO3 IP3 193.861 7331.573 4789.81! 13.000 13.010 90402'45" 20.431
cT 204.077 7344.426 += 4787.794 98055’ 10"
TC 306.485 7445.595 4771.916 98455" 10"
1P4 318.263 7460.410 — 4769.591 15.000 14.996 89d59'00" 23.558
cT 330.042 7462.739 © 4784.405 + 8d56'010"
Tc 400.872 7473.741 © 4854.375 8d56'010"
IPS. 408.723 7475 .293 4864. 247 10.000 9.993 89d57'41" 15.701
cT 416.573 7485.166 4862.701 98d53'51"
TC 559.559 7626.432 4840.586 98d53'5!"
IP6 571.345 7641.26! 4838. 265 15.000 15.010 90d02"19" 23.572
cT 583.131 7638.930 4823.437 188456010"
TC 599.016 7636.462 4807.745 188d56‘010"
1P7 611.577 7633.978 — 4791.949 16.000 15.989 89d57'41" 25. 122
cT 624.138 7618.182 4794.422 278453'51"
1P8 732.030 7511.588 4811. 110 27845351"
ROAD 2
IPI 0.000 7334.836 4794. 779 243413" 15"
Tc 5.599 7329.838 4792, 257 24341315"
IP2 8.712 7326.965 4790.807 10.000 3.218 35d40'22" 6.226
cT 11.825 7323.786 4791.305 278d53'36"
1P3 48.106 7287.941 4796.914 27845336"
ROAD 3
IPI 0.000 7368.990 4783.939 188d53'11"
Tc 37.997 7363.121 4746.398 188d53' 11"
IP2 41.152 7362.629 4743.254 20.000 3.182 18d04'43" 6.311
cTP 44.307 7361.186 4740.419 20657°54"
1P3 47.444 7359.752 4737.600 20.000 3.162 17d58'14" 6.273
cT 50.580 7359.258 4734.476 188d59'41"
s 1P4 70.537 7356.138 4714.765 188d59'41"
z (— Ye (0 [eNTRaice ROND REMSED 7a |
f =33) ) Consulting Engineers N 1500 10 50 io 20 At sheet {of 2 sheets
lll Coretpmerteonadehs eters are suneyer oo 5 =| RoaD 72 REALIGNED =m T= | NOOSA DOMAIN RETIREMENT VILLAGE ons
as SEP CONSULTING ENGINEERS PTY. LTD, ABNT?O50 414036 - vaning humnber
SUNSHINE COAST GLADSTONE 10 NOT SCALE FROM THIS ORAWING -USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT PLEASE ENQUIRE] datum: AHD derived origin (BM) F _ | ENTRANCE REVISED (GARBAGE TRUCK MOVEMENTS) 7.1208 | IM
G) Z37220 Breiman tron, SBGconton Sto ay ested | aM] COPYRIGHT ©2006 JF &P CONSULTING ENGINEERS PTY. LTD armen | evsin avats we [ me | 6 [Romo raReALNeD cao | «| COUNTRY CLUB VILLAGES PTY. LTD. MI717-RO1
telephone (07) B44 2800 Seteohrong, (07 Aar2.210 drawn [ M | THis DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY ‘A | onvcinat issue 232.06 | sm | H | CONSTRUCTED STAGES SHOWN 10412 | scr file name
rin adel Sot checked | AF | enor enetatotu CONSULTING ENGINGERS PTY. LTD 3 | MINOR RELOCATIONS OF UNITS 7as08 | aw ROAD LAYOUT PLAN - SHEET 1 MIT17-ROL-R11.0WG
telephone (07) 38447161 approved] A Fraser... ENT. GATE & 40mm AC ADDED AT ENT. LINK BETWEENRO11R9_} 206.05 | JIMA _/} A Sate 28.2.06
“)
Page 6
ROAD SETOUT SCHEDULE CONT.
PT CHAINAGE EASTING NORTHING ANGLE RADIUS TANGENT DEF ANGLE ARC LENGTH
ROAD 4
= ATLANTIS TOR APPROVED IPI 0.000 7362.017 —-4742.282 248¢50'38"
EQUIVALENT] LAID ON 200MM COMPACTED IP2 21.903 7340.176 4733.829 50.000 23.420 S0d11'50" 43.805
DEPTH OF CBR45 ROADBASE OVER GEOTEXTILE. ™ cTP 43.805 7319.700 4745. 198 299402'26"
REFER MANUFACTURERS SPECIFICATION. re IPS. 45.558 7318.152 4746.058 10.000 1.771 20d05'04" 3,505
cT 47.311 7316.403 4746 333 278d57' 25"
IP4 58.811 7305 .042 4748.124 278d57' 25"
ROAD 5
IPI 0.000 7362.740 4744.54 98¢57'07"
Te 23.339 © 7385.795 4740.912 98d57'07"
IP2 27.321 7389.95! 4740, 258 10.000 4,207 45438'02" 7.965
cTP 31.304 7393.325 4742.71 5341905"
IPS. 35.280 7396.693 4745, 260 10.000 4.200 45d34'06" 7.953
cT 39.257 7400.843 4744.63! 98453" 11"
q 1P4 56.289 7417.671 4742.000 98d53" 11"
ROAD 6
IPI 0.000 7438.367 473.050 188d53'11*
Tc 31.156 743.554 4742.268 188053" 11"
1P2 40.440 7432.07 4732375 20.000 10.013. 83d11'20" 18.566
cT 49.723 7439.00! 4725.210 135d41'51"
Tc 54.324 7442.215 4721.916 135d41'51"
IP3 65.242 7450.700 4713.222 20.000 12.149 62d33'12" 21.835
cT 76.160 7462.327 4716.745 7340839"
i Tc 161.621 7544.117 4741.525 73d08'39"
fH IP 167.182 7560.065 4743,328 10.000 6.215 63d43'24" 11,122
cT 172.743 7551.083 4749.459 9425" 15"
q IPS 227.546 7560.053 4803.522 942515"
e ROAD 7
IPI 0.000 7518.871 4857.425 188d56'010"
BOLLARD FENCE. IP2 131.323 7498.472 —-4727.696 188456'010"
REFER STD DRG 9502 a6i0%6
IPI 0.000 7607.473 + 4796.099 189d11'59°
IP2 27.032 7603.152 4769.414 189d11'59"
ROAD 9
1 IPI 0.000 7476.574 —-4859,918 315d12'11"
Tc 8.718 7472,845 -4863.975 315412" 11"
IP2 8.884 7470.236 4866. 300 10.000 3.277 36dI7'01" 6,333
cT 12.051 7466.99 4866.808 278d55' 10"
IP3 35.159 7444.171 4870.39! 278d55' 10"
ROAD 10
| | IPI 0.000 7389.473 © 4853.452 8d57'46"
| IP2 25.218 7393.401 © 4878.362 8d57'46"
SERVICED |
APARTMENTS ROAD 11
IPI 0.000 7344.073 4886.109 96d55'28"
IP2 91.557 7434.52] 4871,905 9855'28"
ROAD 12
IPI 0.000 © 7362.174 + 4857.736 186D59'47"
Tc 2.918 7361.819 4854.84! 186059" 47"
1P2 7.035 7361.310 -4850.695 20.000 4.177 23035'31" 8.235
cT 11.153 7362503 4846692 163024" 17"
Tc 12,892 7363.00 4845.025 163024" 17"
1P3 18.821 7364.695 4839.339 130.000 5.933 5D13'35" 11.858
20 7364.843 4838.16! 166032" 14"
SERV.ICED, cT 24.750 7365.864 4833.522 16837'S1"
APARTMENTS Te 27.013 7366.310 — 4831.304 168037'51"
1P4 33.619 7367.626 4824.762 38.000 6.674 19055'20" 13,213
40 7366.666 48/8.385 188D12'47"
cT 40.226 7366.63 4818. 162 188D33'11"
Tc 52.970 7364.738 4805.559 188D33' 1!"
60 7362.959 4798.772 200049'05"
pees a ae IPS 63.130 7363.17 4795.179 32.839 10.496 35D27'00" 20.318
| SUNSE Saw ca | ct 73.289 7355.85 4787.629 224D00' 12"
| UNSHII t 1P6 75.261 7354.515 4786.211 224D00'12"
CARPARKING, REFER
STRUCTURAL ENGINEERS :
DETAILS. OPW 12
NOTE: ASSUMED TOPSOIL DEPTH 150mm
" ~ ULTIMATE PAVEMENT DEPTHS ARE DETERMINED BY
SUBGRADE TESTS TAKEN AT FORMATION LEVEL.
NOMINAL PAVEMENT:
25nm AC SURFACING
125mm TOP COURSE {CLASS 1}
125mm SECOND COURSE (CLASS 2)
EN
NOTE: 40mm AC TO BE PROVIDED AT ENTRANCE Ww
; cr yo Yo rom aeniave vas mY \Y
onsulting Engineers i 1500 19 50 0 20 At sheet 2 of 2 sheets,
See mere ieee erento ne ———— © _[ ROAD 12 CO-OROWATES ANENDED saz || NOOSA DOMAIN RETIREMENT VILLAGE Sogumbe
WES CONGULTIG ENGINEERS FY LID AEN TERR) A14 05 o datum: AHO derived origin (8M) £ CONSTRUCTED STAGES SHOWN 18.04.12, ‘scp
SUNSHINE COAST GLADSTONE 0 nor SCALE FROM THis ORAVING-USE ONLY DHVENSIONS PROVIDED FR’ DOUBT PLEASE NOU
ZIP Bian Ronse, SEGrenceon Sat, designed] «iN | COPYRIGHT. 2006 J &P CONSULTING ENGINEERS PTY. LTD ent [reson doe aoe] he COUNTRY CLUB VILLAGES PTY. LTD. M1717-RO2.F
Slevrone 7) 24 50, teen ToT aera 210 drawn _| | Tuts DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY A [ORGNAL SSUE e208 | a Ss
Grr smest ane Hott Sree checkod | aF | WRITTEN AONseNT OFF 8 PCONSULTING ENGINEERS PTY. LTO 8 _[ oR RELOCATIONS OF UNTS vasce | aw ROAD LAYOUT PLAN - SHEET 2 MA717-RO1-Rt1,0WG
telephone (07) 38447161 Kanproved a. Fraser... Ser. : “RPO 5601 __JA_©_| PAVEMENT DETALS ADDED TURF CELL un eTweeN ADT aR] 20805 [AAC A. Jaate 282.06
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Page 8
AST REGIONAL COUNCIL
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23 JUL 2012
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z Eee ee
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* 2 WHERE SHOWN, REFER DETAIL.
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CH 600 - END
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§
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DATUM R.L.-8.0 PLATFORM LEVEL i PLATFORM LEVEL
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FLUSH KERB. REFER
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Sucteires Mai a Se Gomi Beet designed | JM | COPYRIGHT © 2008 JF & P CONSULTING ENGINEERS PTY. LTD. aivent | reson stata aoe | in COUNTRY CLUB VILLAGES PTY. LTD. M1717-R05 *
Seite secon (odorata dawn [| tusoocuwenr ay nor se como orTeansurreowany | A | ORGRALISSUE mae a
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Page 9
| in 4 max.
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8}
a
BRISBANE -JF&P
aheas Consulting Engineers
development consultants, planners and surveyors
SEP CONSULTING ENGINEERS PTY. LTD. ABN 77020414036
7) sunshine coast
} 331239 Srman orue,
Hiarsochyre Guesnaara 4558 Gada
teophone (0) 384 2500
‘GLADSTONE
88 Gooncoon Stoo
House
‘Cnr Emest and Merivale Streets,
South Brisbane, Queanstand. 4101
Telephone (07) 3844 7161
eon
tclophone (07) arz 100"
V.C.Length PIS
RADIUS OF CURVATURE NPE R
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2 238
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2 3 OPW 2 3 JUL 2012
Fs 5
V.C.Length (m) pL
RADIOS OF CURVATURE 556.651 R
TANGENT GRADE (9%! -2.9hh % 0.846%, -0.951 %
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Usage HORIZONTAL 8
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(— cr c Y
sheet of sheets
NOOSA DOMAIN RETIREMENT VILLAGE
0 NOT SCALE FROM THS CRAVING -USE ONLY ONENSIONS PROVIDED IFN DOUET PLEASE NOUR tum: AHD dorvod rain 6H) drawing number
designed | «at | COPYRIGHT © 2006 JF & P CONSULTING ENGINEERS PTY. LTO. iment | revson cette cate | COUNTRY CLUB VILLAGES PTY. LTD. M1717-RO7 és
drawn | JM | THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY ‘A | ORIGINAL ISSUE 28206 | JM iene
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checked | & | WnRIENGpNSONT OF FAPCONBULTINGENGINEERS TY Lr, |__| CONSTRUCTED STAGES SHOWN aoe | sor ROAD LONGITUDINAL SECTION - ROAD 4 & 5 MI717-ROL-R1.0WG
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Page 10
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RADIUS OF CURVATURE 650.468 “BB Bot
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Pra]
SUNSHINE COAST
237-239 Bradman Avenue,
Maroochydore, Queensland. 4558
telephone (07) 5443 2500
BRISBANE - JF&P House
(Gre Ernest and Merivale Stes,
‘South Brisbane, Queensland. 4101
telephone (07) 3844 7161
development consultants, planners and surveyors
JF & P CONSULTING ENGINEERS PTY. LTD. ABN77 050414 038
GLADSTONE
59 Goondoon Street,
Gladstone, Queensland. 4880
telephone (07) 49722100
PLATFORM LEVEL
0.6m
Varies |. Om, Om,
Om, Varies
Batter Varies
| in 4 max.
INFILTRATION DRAIN.
WHERE SHOWN, REFER DETAIL.
u
TYPE M6 KERB. REFER
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Joo NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED-IF IN DOUBT PLEASE ENauiRE| 4@tUmTE AHD derived ‘ofigin (BM) drawing number
signed | tt | COPYRIGHT 02008 JF & P CONSULTING ENGINEERS PTY. LTD. inert [revlon des cae [int COUNTRY CLUB VILLAGES PTY. LTD. M1717-RO8 x
drawn | | THs DOCUMENT MAY NOT BE COPIED OR TRANSMITTEDIN ANY A [enon seve azo | aM aan
checked | AF | WaitTEN COpSeNT OF JF'4 P.CONSULTNGENGNEERS PTY-LTD, ROAD LONGITUDINAL SECTION - ROAD 6 MITA7-RO1-RI1,0WG
\ approved , A AY A date 28,2.06
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Page 11
|
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FLUSH KERB. REFER J Panama Batter Varies
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SIDE DRAIN. REFER TYPE M6 KERB. REFER
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INFILTRATION DRAIN.
WHERE SHOWN, REFER DETAIL. INFILTRATION DRAIN.
WHERE SHOWN, REFER DETAIL.
FLUSH KERB. REFER
STD DRG 9044
SIDE DRAIN. REFER
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TYPE M6 KERB. REFER
IMEAQ STD DRG R-0080-
TYPICAL SECTION
1:10 150 1 203 4 5a
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_ SUBISHINE COAST REGIONAL COUNCIL
2 = (
2 a0 W ES
OPW 120095 23 JUL 2012
V.C.Length (m) V.C.Length (m)
RADIUS OF CURVATURE RADIUS OF CURVATURE
TANGENT GRADE (%! 2.993% Oe603ive TANGENT GRADE (%! 2.786 Ye 0.536 Ye
DISTANCE IP-IP 270 128.623 D DISTANCE IP-IP 2.2°D 24.832 D
DATUM R.L.-8.0 DATUM R.L.-8.0
CUT CUT
EARTHWORKS. EARTHWORKS
FILL FILL
LHS + 8 2 2 5s x LHS 3 3
KERB LEVELS a s 5 5 = e KERB LEVELS 5 5
RHS 2s Rm #¢ #¢ # 9g ae §8 88
KERB LEVELS 3 a a 5g s a| 2 KERB LEVELS aa oan
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CHAINAGE gs 3 3 3 3 3 a| z CHAINAGE a8 22
Horiz Curve Data Horiz Curve Data
AO: SS Oto 20 hb 0 At 1: 1000 105 0 10 203040 S0 AT
4.2000 HORIZONTAL a team HORIZONTAL! “
Ee i a a a a a 1:0 1 0 #4 #2 3 & SM
1: 200 VERTICAL = 4: 200 a3
Oe Consulting Engineers
+) development consultants, planners and surveyors,
JF &P CONSULTING ENGINEERS PTY. LTO. ABN 7 080 414036
GLADSTONE
59 Goondoon Street,
Gladstone, Queensland. 4680
telephone (07) 49722100
‘SUNSHINE COAST
237-239 Bradman Avenue,
F) Maroochydore, Queensland. 4558
telephone (07) 5443 2
BRISBANE - JF&P House
(Car Emest and Merivale Sweets,
‘South Brisbane, Queensland. 4101
telephone (07) 3844 7161
‘VERTICAL
( YY vv YY, Yt of shets
NOOSA DOMAIN RETIREMENT VILLAGE [_“*“*
10 NOT SCALE FROM THIS DRAWING USE ONLY MENSIONSPROWDED-IFMLDOUBT LEASE ENaUNRE| ‘Ot: AHO dered fin)
designed | aM | COPYRIGHT ©2008 JF & P CONSULTING ENGINEERS PTY. LTD iment | reson Guts axe | it COUNTRY CLUB VILLAGES PTY. LTD. M1717-RO9 n
dravn_[ | ais oocuMenT MAY NOTE COPIED OR TRANSMITTED IN ANY 7A [oman ssve vmz06 | at —
checked | AF | WRirTENVEONGENT OF Ja P CONSULTING ENONEERSPTY. LTD. ROAD LONGITUDINAL SECTION - ROAD 7 & 8 MI7I7-ROL-RI1.0G
(arproved] a Fraser. A. A. SA Sate 202.08
a
Page 12
|) 237-239 Bradman Averve,
RL.2.240
RL.2.227
RL.2.200
RL.2.339
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0.6m
1.0m |_.0m, Varies
PLATFORM LEVEL
FLUSH KERB. REFER
STD DRG 9044
SIDE DRAIN. REFER
STD DRG 9205
1: 100
1: 200
2
10
RABIES EE Ua vaTURE unt R
TANGENT GRADE (%! -2.778 A548 Yo 2.782 %|
DISTANCE IP-IP 2.70 77.30 25.159 D|
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CUT
FILL
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LEVELS RIRSS83 8
SURFACE
LEVELS
PEGGED dloounee
CHAINAGE SIRS S38 &
Horiz Curve Data Ape
1: 1000 105 0 10 20 304050
Mages HORIZONTAL
1: 100 4 0 1 2 3 4 5
Hs 200: VERTICAL
Consulting Engineers
development consultants, planners and surveyors
F8 P CONSULTING ENGINEERS PTY. LTD, ABN77 050.414 036,
‘SUNSHINE COAST GLADSTONE
58 Goondoon Street,
Gladstone, Queensland, 4880
telaphone (07) 4972 2100
Marecchydore, Queensland, 4858
telephone (07) 5443 2500,
BRISBANE - JF&P House
E) Gor Emest and Merivale Sues,
South Brisbane, Queensland. 4101
telephone (07) 3844 7161
M
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CUT
FILL
PAVEMENT wlex ses
LEVELS laa anal
SURFACE
LEVELS
PEGGED 22a)
CHAINAGE giRe SR8
Horiz Curve Data
INFILTRATION DRAIN.
WHERE SHOWN, REFER DETAIL.
TyP
|
0.6m |
Var Less! Om) Om, 5.0m 0m, Varies
i
|
PLATFORM LEVEL wt
Batier Varies i
1 in 4 max. NX
TYPE M6 KERB. REFER
IMEAQ STD DRG R-0080.
ICAL SECTION
1:10 15 0
SUNSHINE COAST f
hn D3) 58s A
ee
00 a3
PLATFORM LEVEL
FLUSH KERB. REFER
STD DRG 9044
SIDE DRAIN. REFER
STD DRG 9205
1; 1000 105 0 10 20 30, 40 50 AL
feat HORIZONTAL &
4: 100 1 0 4 2 3 4 SAI
AawitN VERTICAL a
( YT C a YY stoot of tects)
NOOSA DOMAIN RETIREMENT VILLAGE |"
Lr orn
arc] i aE eee [Semon = = le COUNTRY CLUB VILLAGES PTY. LTD. MITZ-RIO. ak
drawn | JM | THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY ‘A | ORIGINAL ISSUE 28.206 ™ file name
chockod | AF | WRITTEN GpNgeht OF JF8 P CONSULING ENONEERS PY-LTD, ROAD LONGITUDINAL SECTION - ROAD 9 & 10 MI7IT-ROL-RI.OWG
Kepprved a Frasca un nS peg sat AL XD A Aste 28.2.06
a
Page 13
PLATFORM LEVEL
Batter Varies
| in 4 max.
INFILTRATION DRAIN.
WHERE SHOWN, REFER DETAIL.
0.6m
Varies! Omi. 3.5m
jL.Om, Varies ,
TYPICAL SECTION
1:10 15 0 4 2023 4 SA
EV
1; 200 a3
PLATFORM LEVEL
FLUSH KERB. REFER
STD DRG 9044
SIDE DRAIN. REFER
STD DRG 9205
TYPE M6 KERB. REFER
IMEAQ STD DRG R-0080.
COMMUNITY CENTRE FFL 3.35
5.7m
ROAD _|
jee ty
RL 3.28 RL/3.12 anne ‘Ghee . BOWLING GREEN
ty Z nee BOWLING GREEN PERIMETER EL 2.87
PAD LEVEL 2.40 at
FLUSH KERB. REFER U t L
STD DRG 9044 Oo
SIDE DRAIN. REFER TYPE M6 KERB. REFER
STD DRG 9205
IMEAQ STD DRG R-0080.
TYPICAL SECTION THRU
COMMUNITY CENTRE FOYER
1
wo 15 0 4
34
300 COVER MIN. TO BOWLING GREEN PAD
LEVEL. AVOID VEHICLE TRAFFIC OVER
DRAINAGE LINE DURING CONSTRUCTION
ee
1: 200 a3
egake2 xz
S mmr mB
4 eae @ed ze Zz
z
—
SQ/SSs/ 8] 5
3s Hs/Ssq/q) 2
a eelaes|=| 5
qi &
|
Varies, Om, hm
eI 2
2 2
a 5
PLATFORM LEVEL
poo
V.C.Length (m) V.C.Length (m)
RADIUS OF CURVATURE RADIUS OF CURVATURE FLUSH KERB. REFER
TANGENT GRADE (%] OE9t 6, TANGENT GRADE (%) 300% STD DRG 9044
DISTANCE IP-IP 91557 D DISTANCE IP-IP 27 SIDE DRAIN. REFER aver e Heal EER
STD DRG 9205 IMEAQ STD DRG R-0080.
DATUM R.L.-8.0 DATUM R.L.
cuT cuT TYPICAL SECTION
EARTHWORKS EARTHWORKS
FILL FILL 1:10 150 4 3 4 M
SS
1: 200 AB
LHS 8 g 5 g 2 Sere alslalalaisigisisis} sigigis
KERB LEVELS a S ai aoa KERB LEVELS SISISAAlSIS/RIS) SIS/RIS
. fog o£ 8 Be Be Ee oe alslelelelalalelslalgla) glalsle
KERB LEVELS a a a a a oa KERB LEVELS ea]es[] elf] eafed|eafea|emifed/od] rifed|ralea NOTE: ROAD 12 TO BE
cuT cur slglelsialslSiSiS/S/sie| z/8/8 FINISHED WITH 7mm
ee SSITISlelelels/ala S\ele
FILL FILL slalslslslslslF]FiFiF1F| SislF AGGREGATE_ASPHALT.
| SIN NC oT rc
PAVEMENT 5 z S is e = PAVEMENT sislslalalelsislelelsis| aisle | SUNSHINE COAST REGIONAL COUNCIL
LEVELS a a a a a oa LEVELS Bo) ee bed cd bd id dd bec] Badd 4 7
SURFACE SURFACE glalalelelslolclsislele! elelel=
LEVELS LEVELS aed] eg] edfed ea] edle[ed|ed] calcd] ee/ dled] ec
PEGGED = a “ ew £ PEGGED wlelelelelslele| slelel-
S| 3 & S 2 6 slelele|sisjRiS|Si8Fl8) Sl8jRls
CHAINAGE BL og SC US CU GG CHAINAGE E[Slalelelelalelsisisis| elele/
Road 11 Road 12
Horiz Curve Data Horiz Curve Data Penn ee pztie
SCALE HORIZ 1: 1000 VERT 1; 100
1; 1000 105 0 10 20 30 40 50 At 1: 1000 105 0 10 20 30 40 50 AT
1s 2000 HORIZONTAL 3 a g2000 HORIZONTAL im
1: 100 1 o 1 2 2 4 SAL 1: 100 1 0 1 2 3 4 5 Al
Nese20e VERTICAL 8 maith VERTICAL 43
ae Cr ~~ ~Y ~~ ~~
CU sr) | Consulting Engineers sheet of sheets
development consufans planners and surveyors NOOSA DOMAIN RETIREMENT VILLAGE ae
SUNSHINE COAST GLADSTONE. NOT SCALE FROM THIS ORAW/ING - USE ONLY DIMENSIONS PROVIDED - IF IN OOUST PLEASE ENQUIRE] Alum: Ae ates baci a
Re ORLA egy SO GoNO BRR designed | JM ] COPYRIGHT © 2006 JF & P CONSULTING ENGINEERS PTY. LTD. ‘aiment | revision details dato] int COUNTRY CLUB VILLAGES PTY. LTD. M1717-R11 c
ine ashe, Soho ieraae drawn [| THis DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY 1A [ ORIGNAL ISSUE 208 | TE
os pate FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE
ee ool | ears [hemes = ROAD LONGITUDINAL SECTION - ROAD 11 & 12 iaaowe
telephones (07) 304478! $ Kapproved Fraser nan Z vn See RPEQs6e1 AC _| ROAD 12 REALIGNED eoao7 | cA A A sate 28.2.06
a
Page 14
__EDGE_OF EXISTING
PAVEMENT
EXISTING PAVEMENT PROPOSED PAVEMENT;
69
sasmrenoom.|_|.,ememserms arse
A.C. EXTRA 150mm TO SOUND FACE (max. 150mm}
DRIVEOVER KERB
AND CHANNEL CUT BACK DETAIL
SCALE 1:20
KERB SETOUT TABLE KERB SETOUT TABLE
REFER LANDSCAPING PLANS PT. | EASTING | NORTHING LEVEL PT. | EASTING | NORTHING| LEVEL
FOR SURROUNDING AREAS No NO.
1 7265.948 4849,230 3.150 1 7336.33! 4837.295 2.815
2 7273,872 46051.561 2.936 2 7334.165 4832423, 2.831
3 7216.59 4854.07 2.126 3 7329.854 4829.286 2.825
4 7278.085 4852.459 2.509 4 7324.55! 4828.726 2.806
5 725.287 489.872 2.509 5 7323.320 4820.922 2.806
6 725.889 48466.094. 2.726 6 7328. 192 4818. 757 2.848
7 7259.631 4818.02 2.133 7 731.329 4814.445 2.917
8 7259.889 4820.489 2.733 8 7331889 4809. 143 2.961
\ SEMI MOUNTABLE 9 7254.18 4821,056 2.872 9 7330. 783 4799.495, 3.008
KERB AND CHANNEL 10 7254.99 4826.659 2.831 10 7328. 767 4794403 3.078
2.5m WIDE CONCRETE i 7258.580 4832.262 2.197 7323.526 4792.813 3.122
PATHWAY, REFER STD 12 7256.64 4837.86 215k 12 | 7325.262 4789.606 3.045
DRG 9011. 13 1259.532 937.516 2.115 13 | 7330.327 479.953 3.048 COMMUNITY CEI
14 7263.120 4.840.216 2.816 14 7336. 236 4788, 707 3.060
15 7260.696 4843.95 2,898 15 | 7360. 180 4782588 3.181
16 7256.848 4844.357 2,943 16 | 7364,293 4780076 3.282
I7 753.079 4843.509 2.931 17 | 7365.427 4778.391 3.325
18 7251.874 4842.836 2.909 18 7369.773 4774. 102 3.193
19 7250.320 4861.678 2.881 19 | 7372.286 4778.89 3.216
o 1500x1200 RCBC 20 7247.78 467.133 2.875 20 7376 .974 4779.953 3.254
E/E REFER DRAINAGE 21 7251.126 4951.883 2.927
Y#PLANS FOR DETAILS. 22 7267.17 4854.59 2971
26 7240326 4851.03 3.048
= 27 7236.587 4858.678 3.062
PATHWAY THROUGH ISLAND \\X 28 7232.826 486.398 3.076
TO BE LEVEL WITH ROAD 29 7229.086 4874,073 3.090
30 1225.325 4881,793 3.106
31 721507 4.989.401 3.120
32 7222.250 4.890.392 3.110
33 7230.798 4.983.591 3.069
34 7239.354 876.785 2,988
36 727.909 4.869.979 2.927
36 7256.464 4863.173 2,867
37 7287.227 858.968 2,850
38 7259,362 485.672 2,833
39 7262.21 4854.012 2811
PB 40 7215.959 4850.807 2.759
SEMI MOUNTABLE > far 725.200 1847.554 2918
KERB AND CHANNEL 42 7275.923, 4846.078 3.061
/ 43 7265.640 825.537 2.601
t I}
ia
i PT. | EASTING | NORTHING | LEVEL
> NO. a ‘ a
1 7305.804 4746.536 3.262 RPERINNA ‘ sey
7309382 | 4741.619 3.335 | REGIONAL COUNCIL
3 7309.18 | 4739.940 3.344 nee are
© 4 731.982 4739.488 3.431 ¢ » LJ fo ES
5 7312.228 4741.050 3.417 VW & a
6 7318.125 47351 3,337
yy 1 7332.690 | 4744265 Dp 49 ¢ ( "
\ wn 8 738.380 | 4743,202 OPW 12 23 JUL y)
Fi (8) a 9 7353.189 | 738.294 3.518 . 2012
[ 10 7357.039 4.734.531 3,957
, " 7363.790 | 4713.857
@e @ 2 736.432 4.730.550 etane
B 7361961 | 736.392 3.409
I % 7364.617 4.739.932 3.346
58 7368.963 4740.830 3,322
6 7369.29 | 4735.210
1 7393402 4731613
8 7417.653 | 4750.302
v 7393.546 4754.072
20 7371635 | 4745.876 3.500
APARTMENTS a 736752 | 4748.389 3.400
2 736.391 | 4753.073 3.315
B 7361.003 | 4747.09% 3.484
2h 356.390 ATGAIT7 3,586
APARTMENTS
=a (- ~~ "YY 0 _[ ROAD 12 REALIGNED, ENTRANCE CARPARK REVISED 3008 | a YY
CU acs) | Consulting Engineers N 1250 5 0 5 10 a1 sheet 1 of 3 sheets
ed Danette Neeieerts.. s 4 (fas == [=| NOOSA DOMAIN RETIREMENT VILLAGE |
¥. 6
Dice Ge }ONOT SCALE FON THIS ORANG -USE ONLY OMENSIONS PROMIOED-IF NOOUBT PLEASE enauNE| SHWE AHO dered in GH) _[ ENTRANCE REVISED (GARBAGE TRUCK NOVENENTS) ~ |} COUNTRY CLUB VILLAGES PTY. LTD
See RATED ng REO SE sca designed | JM | COPYRIGHT © 2006 F & P CONSULTING ENGINEERS PTY. LTD. tment | roisiondetas date [int | 6 _ | serour ons aweNDED oraza_ | sum Y. : M1717-R12 J
ego ‘elephone (07) 4572 2100 drawn [JM | Tis DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY | omIGWAL ISSUE 22206 | um |__| ROAD 12 REALIGNED, SETOUT POINTS MOVED TO DRG, wi7t7-Rt4| cBORa7 | GA. aIEinaTne
BRISBANE -JF&P House ‘ORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE
Gor Emest and Morale Sets checked | AF | WRITTEN GpNSENT OFF & P CONSULTING ENGINEERS PTY. LTO. 3 _ | INALTRATION PIPES MOVED ROAD 4 moans [ mi [1 [osmavaistorasetavouraserourronrsmennes [rome [| INTERSECTION DETAILS PLAN - SHEET 1 MATIT-RI2-R14,0WG
\\ telophone (or) 3044 716 {scrroved LI Nmaiassin RPEQ 5601 _A_¢_| ENTRANCE ROADREVISED 3706 | As _ [consraucren staces sHOwN eo | sce Kaate 28.206
Page 15
KERB SETOUT TABLE KERB SETOUT TABLE
PT EASTING NORTHING LEVEL PT. EASTING NORTHING LEVEL
NO NO.
1 7425. 554 4740.949 ' 7515.082 4819.170 2.655
2 7429.324 4765..056 2 7516.215 4814.48! 2.668
3 7434.804 4764.503 3.070 3 7520.332 4811 .968 2.680
4 7433,670 4769. 188 3.027 4 7512.42 4802.377 2.758
5 7429. 556 471.700 3.013 5 7514.955 4806.490 2.769
6 7439. 256 4764.492 2.938 6 7819.640 4807 622 2.812
7 7444, 138 4769.14 2.921 7 7525.63 484.149
8 7449845 4765.59 2.983 8 7849,129 4800. 475
9 7453.420 4761194 3.015 9 7551 .238 4802.676 3.012
lo 7458.92! 4759.94! 2.991 10 7855.37! 4800. 140 2.900
u 7464.035 4762.326 2.950 ul 7556.479 4795.420 3.047
12 7466, 609 4767 .347 2.911 12 7560.845 4794.853 3.178
13 7465. 563 472.891 2.868 13 7563.37! 4798.929, 3.142
14 7464. 734 4781.20! 2.817 14 7568.034 4800.046 3.110
15 7470.246 479.357
16 7473,259 4798. 521
SERVICED APARTMENTS
KERB SETOUT TABLE
PT.
EASTING NORTHING LEVEL,
No.
1 7573.769 | 4796.618
2 757.235 | 4792.944
3 7599.432 | 4795.131 | 2.920
4 7603.558 | 4792.605 | 2.875
5 7604.677 | 4787.899 | 2.858
6 7602.024 | 477.524 | 2.946
7 7605.666 | 476.475 | 3.100
8 7608.18 | 4768.172 | 3.100
9 7606-606 | 470.130 | 3.085
io | 7605.496 | 4774.822 | 3.013
i" 7607.552 | 4767.517 | 2.944
12 7610.073 4791609 2.883
KERB SETOUT TABLE 13 | 7eia.746 | 47g2.733__ | 2.825
PT. EASTING NORTHING LEVEL
NO.
1 7492.730 | 4728.255 3.114
2 7497.127 4733.306 3.052
3 7502.750 | 4740.738 3.134 - a
4 7504 .837 4735 .007 3.145, i. A
5 7510.800 4733.730 3.153 ONAL COUNCIL
¢
a
4
”
2
_
Se 7 - ~~ \ ~~
el sc) | Consulting Engineers 1250 5 0 5 oat ‘) sheet 2 of 3 sheets
1) eevetopmen constants panners and surveyors 1500 a NOOSA DOMAIN RETIREMENT VILLAGE
Sra P CONSULTING ENGINEERS PTY. LTD, ABN 705048 000 ae aan Crewing number
: 1 sunsHine coast GLADSTONE 10 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUST PLEASE ENaUIRE| SAU: e 0
Zarzeu Brac Ai gg) Pe cue Cheon 0 ‘designed | JM | COPYRIGHT © 2006 JF & P CONSULTING ENGINEERS PTY. LTD. arment | revision detais ase] int COUNTRY CLUB VILLAGES PTY. LTD. M1717-R13 B
~ JF&P House, FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE
| Eire oe oder, checked | AF femme niet ENGINEERS PTY. LTO 3 _| consrRucTeD staces SHOWN e012 | so INTERSECTION DETAILS PLAN - SH EET 2 MI717-R12-R14,DWG
telephone (07) 3644 776% Lavproved] a. Fraser. Fi no RPEQ S601 AL A. / A sate oe J
ft
Page 16
KERB SETOUT TABLE
pT. | EASTING | NORTHING LEVEL
hs 7349 .072 4855. 183 2.547
4 7353.753 | 855.299 | 2.550
7357.378 4852.335 2.566
7358.320 | 4850.049 | 2.585
7363.246 | 4848.011 | 2.690
7355.353 | 4841.760 | 2.800
7360.656 | 4843.219 | 2.691
7362.17 | 4837.115 | 2.798
7363.505 | 4830.967 | 2.903
7363.946 | 4828.551 | 2.898
7358.410 | 4827.447 | 2.810
7358.857 | 4823.507 | 2.979
7364.30 | 4824.035 | 3.017
7358.639 | 4819.548 | 3.101
7358.34 | 4817.927 | 3.101
7363.82! 4817.073 | 3.119
7362.10 | 4806.218 | 3.119
7361 ,990 4805.657 3.119
7356.723 | 4806.849 | 3.011
734.813 | 401.713 | 2.956
7351.617 | 4797.261 | 2.911
7349.973 | 4796.003 | 2.902
7353.578 | 4791.846 | 3.007
7349.617 | 4790.206 | 2.968
7342.801 4790.949 | 2.924
7355.678 | 4793591 | 3.037
7359.732 | 479.466 | 3.098
736.659 | 4787.038 | 3.057 KERB SETOUT TABLE
7363.563 | 4789.776 | 3.101
poe | ee. ae PT. | EASTING | NORTHING LEVEL
7365.627 4799 .468 3.217 NO.
7367.425 | 4805.230 | 3.267 1 7466, 883 4828.41 2.410
7369.343 | 4817.453 | 3.261 2 746.319 4833.44 2,374
7369.709 | 4824.809 | 3.179 3 7463179 4837.754 2.335
7368.78! 4832.115 | 3.065 4 7458.305 | 4839.916 2.347
7367.094 | 4839.909 | 2.934 8 7463. 100 484.630 2.476
7364.953 | 4847.614 | 2.803 6 7467. 786 4845. 762 2.380
7366.03! 4952.00! | 2.702 7 7470. 300 4849.875 2.294
7370.226 | 4853.740 | 2.636 8 7471615 4858237 2,255
COMMUNITY CENTRE 7381.50! 4957.436 | 2.858 ~—-——— 9 7470.484 4862.925 2.260
7386.186 | 4858.567 | 2.877 rc - ANAT COTING 10 7466. 369 4865.439 2.323
7388.70! 4862.679 | 2.870 JONAL CO UNCIL " 7468. 755 4868.00 2.205
7393.049 | 4862.006 | 3.000 12 7473.871 4865.833 2.203
7394.179 4857.316 2.973 >> — 13 7479 .638 4864.88! 2.245,
7398.295 | 4854.80! | 2.945 jf V Eb. 14 7502.010 4854.80!
7401.568 | 4875.612 | 2.831 . 15 7507692 4853.91!
7396.883 | 4874.482 | 2.856 16 7510.049 4856.73 2.431
7394.368 4870.370 2.919 7 £ 9% 4 17 7514. 166 4853 .559 2.369
7390.020 | 4871.04 | 2.790 opw 120093 23 JUL 2012 ia | 718.208 | 4eaa.e70 | 21346
7388.890 | 875.734 | 2.760 I 19 7519.647 4848, 198, 2.478
7384.774 | 4878.249 | 2.747 20 | 7522.160 4852.311 2.415
7350.466 | 4883.637 | 2.576 2 7526. 845 4853.444 2.381
7345.197 4882.026 2.630 ™ 22 7542. 778 4858 .945
7343.138 | 880.110 | 2.700 23 7554. 388 4897. 128
7341.163 | 4882.234 | 2.700
7342.322 | 483.312 | 2.640
7343.657 4889.098 2.460
7342.366 | 4892.448 | 2.400
7345 .072 4893.490 2.330
7346.255 | 4890.422 | 2.390
7351.156 | 4886.46 | 2.491
eee (~ YO -
beicaed consulting Engincers tf Y NOOSA DOM IRE ali sia
; jevelopment consultants, planners and surveyors
ee SEE AIN RETIREMENT VILLAGE |}.
2) sunsuine coast GLADSTONE 10 NOT SGALE FROM THIS DRAWING -USE ONLY OWMENSIONS PROVIDED IF N;DOUST PLEASE ENOUIRE] Satu: AHD dortvod orig (6) rewing number
lem aster. 0 Ba Goer Ste is 4 designed | JM | COPYRIGHT © 2006 JF & P CONSULTING ENGINEERS PTY. LTO. Ginent | revson dette aoe] ie COUNTRY CLUB VILLAGES PTY. LTD. M1717-R14 c
mee enscas ema ns dem [9] nessoonewruaynorasconeoonuaumensiay — [_« [onowussi aoe [a a
- se RM OR LE WITHOUT TH
ule alaled saiesaha oe checked | AF | WRITTEN GBNSENT OF JF & P CONSULTING ENGINEERS PTY. LTD. B | ROAD 12 REALIGNED 3.1006 | JM INTERSECTION DETAILS PLAN - SHEET 3 M1717-R12-R14,0WG
‘Sephora Tet Ce ee a pea seat A © _ | ono REALIGNED SET-OTT PORTS ENED waco | ey A J
date 28.2.06 4)
Page 17
Leone
UPS IL fl 44
7S \L 1/40. Jar
Ort EXT
3-60077 RE
HEAD WALL
COMMUNITY
CENTRE
LEGEND
EXISTING CONTOURS ——————_—
PROPOSED STORMWATER DRAINAGE sesso se —s{)o— ssn
PROPOSED SEWER LINE
APARTMENTS
STRUCTURE NUMBERS
INFILTRATION/STORAGE PIPES
REFER DRG MI717-DO8
CONSTRUCTED STAGES IA @IB
STAGING BOUNDARY eee eee
NOTE
1. ALL PIPES TO BE RUBBER RING JOINTED.
OSs
ft
ease (MODEL BGPCT]
SHINE COAST REGIONAL GO
PPROV
[|
0 9\5 2f
SLOPE WINGWALL
BACK AT 1 in |
EXTEND 3 - 600?
PIPES TO HEADWALL
CULVERT. §
i
CULVERT LAYOUT
SERVICES STRAPED TO TOP OF
WALL OVER CULVERT TO CULVERTS WITHIN CONDUITS
ARCHITECTS DETAILS
2.0m
OUTLET DETAILS.
MRD STD DRG 1303
WINGWALL FLARE - 45° & 30°
TYPE 3 APRON
IL_1.40
U
DESIGN CALCULATIONS
DESIGN Q - 8.7cumecs
CULVERT SLOPE - 0.33% CULVERT
TAIL WATER DEPTH - 0.
HEAD WATER DEPTH - 1500 wide x 1200 high RCBC with
OUTLET VELOC! 1800 wide spanning slab between.
Length - 12.0m
1:10 150 41 2003 4 Sat
12 43
FOX BAFFLED GROSS POLLUTANT COLLECTION TRAPS
STD NSC GULLY PIT
3757 RCP PIPE
D/S IL
~ LENGTH 16.9m
INLET DETAILS.
MRD STD DRG 1303
WINGWALL FLARE - 45° & 0?
TYPE 3 APRON
SI vo “ye (0 _ [ROAD 2 REALIGNED. 4a VOMOVED aioe | “y"
C) dcr) 1 Consulting Engineers N 1500 0 50 10 20 at " sheet 1 of2 sheets
development consultants, planners and surveyors nop; = _| STAGING BOUNDARY ADDED az [|] NOOSA DOMAIN RETIREMENT VILLAGE ,
JF & P CONSULTING ENGINEERS PTY. LTO. ABN 77.050 414 036 ‘ = drawing number
eueraee che 0 NOT SCALE FROM THIS DRAYING-USE ONLY ONENSIONS PROVIDED DOUBT PLEASE ENauNRe ‘ALT: AHO drhod an (BM) F | pporionat = TAL er |S) GOUNTRY CLUB VILLAGES PTY. LTD s
Fee eg tah cen | designed | sat | COPYRIGHT © 2005 JF & P CONSULTING ENGINEERS PTY. LTD. ‘ment | reislon dete date | tit |__| GROSS POLLUTANT TRAP DETAILS AMENDED zaoao7 | sun : . M1717-D02 |
fojaline (01) 448 2500 Ueboptiar (714872200) drawn | aM | THis DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY | ORIGINAL ISSUE 232068 | a | H [ROAD 12REALIGNED, GA WOVED aacear | GA file name
BRISBANE -UFBP House FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THe
Souk Bisbone, Queensland: #101 checked | AF | WRITTEN aor “JF & P CONSULTING ENGINEERS PTY. LTD. B _| INFILTRATION PIPES MOVED ROAD 4 20606 | aM | 1 | CONSTRUCTED STAGES SHOWN taoii2 | sop = M1717-D01-D07,.WG
telephone (07) 3844 7161 Ss \approved| a Fraser... =m, wo.RPEQ 5691 __A_©_| ENTRANCE ROAD MOVED, CULVERT LENGTHENED. 67.08 MAL A
Kate 282.06 4)
Page 18
NOTE LEGEND
|, ALL TEMPORARY END OF LINE MANHOLES
ARE TO BE CONSTRUCTED WITH A Im STUB EXISTING CONTOURS
FOR FUTURE CONNECTION.
PROPOSED STORMWATER DRAINAGE
PROPOSED SEWER LINE
STRUCTURE NUMBERS £2\
INFILTRATION/STORAGE PIPES
REFER DRG MI717-D08
.
a
. CONSTRUCTED STAGES 1A 81B ee
STAGING BOUNDARY Aone eee eee
NOTE
|. ALL PIPES TO BE RUBBER RING JOINTED.
NB. ALL ROOFWATER CONNECTIONS
INTO INFILTRATION SYSTEM SHALL
BE PROVIDED WITH A SURFACE GRATE
“SURCHARGE’ SYSTEM.
REFER DRAWING MI717-D08 FOR 0.5m
INFILTRATION DRAIN SETOUT. ~
4 1.0m WIDE OF
TOPSOILS AND |TURF
TYPE M6 KERB. REFER
IMEAQ STD DRG R-0080.
15Q? ROOFWATER
CONNECTOR TO SURFACE
(GRATED LID AT SURFACE}
STANDARD
TRENCH
BACKF ILL
150? ROOFWATER
CONNECTION TO OTHER
SIDE OF ROAD
SERVICED
APARTMENTS
150? x 150?
| TEE CAPPED
20? NOMINAL /—— PERFORATED 4507/5257
SCREENINGS BACKFI1LL—] FRC PIPE. (SINGLE,
DOUBLE OR TRIPLE)
300m,
GEOFABRIC
SERVICED TYPICAL SECTION
APARTMENTS NB. CALIBER
PLASTREAM SLOTTED 600X600 ACCESS PIT WITH
PIPES MAY BE USED IN TRAFFICABLE CONCRETE LID.
LIEU OF PERFORATED
FRC PIPES FINISHED SURFACE . ,
EXTEND ROOFWATER z
CONNECTOR TO SURFACE a
AND INSTALL GRATE ————~+ 4
450 ROOFWATER CONNECTED 3
VIA SADDLE TO PIPE. | §
CONCRETE SLEEPER a \ a _
WALL TO RETURN ALONG a
OVERLAND FLOW PATH.
\ CONCRETE SLEEPER
RETAINING WALL. PERFORATED 4507/5257 | ()
FRC PIPE.
ENERGY DISIPATORS
200mm HIGH CONCRETE BLOCK PIPES LAID AT FLAT GRADE
LC
WITH 50mm DIA HOLES THROU
CONCRETE END STRUCTURE
TO PROVIDE EVEN WATER TYPICAL ELEVATION
STORAGE BETWEEN PIPES
INFILTRATION SYSTEM
DETAILS
ROCK PROTECTION
TYPICAL OUTLET/GROSS
POLLUTANT TRAP DETAIL sicippiincaaaiaael
150 1 05 0 1 2 Al 120 0.2 0 0.2 04 0.6 08 1 At
=a 43
2 el
1100 AB
' fe \Y YO __ | consTRucTeD STAGES SHOWN veo. | SOY vy
eerie en cere 7 oo) ———— | A DOMAIN RETIREMENT VILLAGE ——
development consultants, planners and surveyors De 43 :
JF & P CONSULTING ENGINEERS PTY. LTD, ABN 77 050 414 096 Gaunt anit oon eM) drawing number
Borge Braman Avena, 5 S8Goodoen Stem, designed | ww | COPYRIGHT ©2006, & P CONSULTING ENGINEERS PTY. LT. iment [evs ta woo |e COUNTRY CLUB VILLAGES PTY. LTD. M1717-D03. oo
clet S ae Neeehione (OT) AMTEEINO drawn | M | THis OOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY AJ oRIoINAL issue 22206 | file name
BRISBANE - JF&P House FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE = M1717-D02-003,DWG
Gor Emest and Merve Stocts, | checked | AF | WRITTEN CONSENT OF JF & P CONSULTING ENGINEERS PTY. LTD, 8 _ | PIPE BACKFILL AMENDED AND PIPE NOTE ADDED 70708 | aM . 007-0081
telephone (07) 3844 7161 Ss \ approved| A © _|staciic Bounary apoeo 011205 | say S A sate 282.06 4)
Page 19
STRUCTURE = = = Bs SE SS = 4 = a oe a a a g a MANOS ENO >. KASS )
SEAN ‘ 2
NAME x y S 5 S S S ; nd 5 S S > a 3 S S S SS Ss ng 3 CONSTRUCTION LOADS ON STORMWATER PIPES
— N “ wo — = “ ae
. |. TYPE H2 PIPE SUPPORT TO BE ADOPTED FOR LAYING
: \ ALL STORMWATER PIPES, UNLESS NOTED OTHERWISE
a a a a a a a a a a a a a a a S a 2. PIPE SUPPORT TO COMPLY WITH BCC DRAWING NOS
= > 3 rn > SS 5 3 = * s * tl ee wage on Ss 3 ta = aes UMS 301 AND UMS 302, UNLESS NOTED 0 ISE
STRUCTURE 8 3 3 3 SOS >: 3 3 3 g 3 4 Ze BERS : > : ale gh Sie ND NLES THERW
DESCRIPTION 2 B Ee 2 at OS 2 = 2 2 2 2 | 213 < = = s g 2 3 2 = 3. TRENCH BACKFILL SHALL CONFORM TO THE
& ie S o x & & 7 oe o & = en Fa Sh < S ° a iS =a FOLLOWING MINIMUM COMPACTED LAYER THICKNESSES:
8 8 8 8 ‘8 s & 8 8 3 8 8 st She 8 8 8 3 8 Sle $ Ble CLASS 2 SRC STORMWATER PIPES
g g g g 3 g 3 2 g x g g SRAAS &§ 2B 8 g 8 S = g < = - 400MM COMPACTED LAYER DEPTH, PIPE TO BE
8 8 s 3 3 8 = 8 3 8 3 8 3 EIS BASS 3 é 2 alg $ EIS BACKFILLED TO A MINIMUM OF 400MM DEPTH PRIOR TO
4 2 2 = £ cu 5 m = = = = ANY COMPACTION USING A VIBRATORY TRENCH ROLLER
{ . NS (2 TONNES MAXIMUM)
{ . Sek Be ] - 400 TO 700MM COMPACTED LAYER DEPTH, COMPACTION
We : NAVAN USING A VIBRATORY RANMER (75KG MAX|MUM|
NNQ = TOONM AND ABOVE, COMPACTION USING WHEEL ROLLER
\ OR EXCAVATOR (15 TONNE)
SR ~ CLASS 3 SRC STORMWATER PIPES
: = 0 TO 300MM COMPACTED LAYER DEPTH, PIPE TO BE
S . Nk BACKF ILLED TO A MINIMUM OF 300MM DEPTH PRIOR TO
ANY COMPACTION USING A VIBRATORY TRENCH ROLLER
x 1 (2 TONNES MAX|MUM]
. QQ) = 300 TO SOOMM COMPACTED LAYER DEPTH, COMPACTION
<Q ‘oO USING A VIBRATORY RANMER (7SKG MAX |MUM}
QD wo = 500MM AND ABOVE, COMPACTION USING WHEEL ROLLER
. ; aS RN OR EXCAVATOR (15 TONNE)
QQ RAR QO : oO S L / 4. PAVEMENT COMPACTION TECHNIQUES SHALL CONFORM
CONSTR JCTED™ CONSTRUCTE DI QR) Qe TO THE FOLLOWING PAVEMENT COMPACTED LAYER
. t N i A 1 x THICKNESSES:
Ne \ Ss los NG = 0 TO 450MM PAVEMENT COMPACTED LAYER DEPTH,
. ; { , \ . SAS BA BRAY SUB-GRADE COMPACTION USING A SMOOTH DRUM
on VERN VIBRATORY ROLLER {10 TONNES MAXIMUM]
: Oo . RIN = 450MM AND ABOVE PAVEMENT COMPACTED LAYER
SN SIR DEPTH, COMPACTION TECHNIQUES TO BE MODIFIED TO
Sy SIR QQ PREVENT CRACKING STORMWATER P|PES
od Set \
= RQ 5. CONTRACTOR TO ADOPT CONSTRUCTION PRACTICES TO
4 | a | PREVENT CRACKING STORMWATER PIPES
i , \ , NOS . 6. STORMWATER PIPES CRACKED AS A RESULT OF
/ i \ . ' J QQ IMPROPER CONSTRUCTION PRACTICES WILL HAVE TO BE
a \ ; ‘ : SS SS | REPLACED, WITH ALL COSTS TO BE BORNE BY THE
. ‘ ~ RS : QQ CONTRACTOR
PIPE S1ZEmm (Class) 37512) 375(2] 375121 525 (2. Sh525i2) 82512) 3751 375(2))_37512)}.480)2)1% 50512) 52512! 52512)! 52512) }.'82512) 375124 S875]
WN SYS : SAS SRSA CONTRACTOR TO NOTE:
PIPE GRADE % 0.40% | 0.40% 0.40% ~ 0.40% 0.40% [oar 0.40" 0.4 0.50% [040%] 0.40% 040% 040% | 0, 40% [0.40% onaoe orden!
PIPE SLOPE | in X 250.00 250.00 250.00 250, 00} 250; 00|~ 260.00 250.00 280.00] 198. 75|~ 250.00) 250.00] ~ \\ 250.00. \\[~250,.00).°250.00]~ 250,00 280.00.) 260,001 |. WHERE THE NATURAL SAND FILTER LAYE
FULL PIPE FLOW VEL. (m/s | 0.26 0.79 12a [SOS EA soe) 0.77 0.60, |__ 1.13, P2098) Sosa PSN 04 2d Shae cz. SooabepN A toa (TYP. |.5m THICK) 1S EXCAVATED AS
PART FULL FLOW VEL. (m/s} QRWN . XS ) So SENN | PART OF THE TRENCH, A CLEAN SAND
DATUM RL -8.0 ~ 1 SOAS SOON SAN A . BACKFILL 1S TO BE PLACED IN THE
a 1 o @| 11 SSN 2 © 2 © 2 = oO & ” 9 s oO < SHR ANS
WATER LEVEL 3 8 = RIN 8. BXYQS 5 g g e BRAS 3. \S * 3 8 3) TRENCH TO MAINTAIN THE INTEGRITY OF
IN STRUCTURE a a a SIN RAXAS PRs «i a a «i “i ‘al “i Ne < = = sal THE NATURAL SAND FILTER LAYER.
ala alr als 2 @ als Oe wlo als ela ele gle Xe ogie & WA fa OS SAR J > oN
HYDRAULIC sie 88 eh EXE RR RE BIE EB BIS SRS ENENGENRG < &\ 2. ECOSOL RFSIO0 SILT BASKETS TO BE
GRADE LEVEL ajo sls sii SR XArs a ae ie ES SSSA “\ PLACED IN ALL FIELD INLET PITS
PIPE FLOW 0.029 0.087 0.141 S00337 . 0.085 0.066 | 0.124 |\o. 150, X O.270. 0322} \0.375 RNS Y i
(Cumecs} : \ \\ Xd s | . : 3. ALL FIELD INLETS TO BE PROVIDED
OS S : | SO ~ \\ WITH PEDESTRIAN FRIENDLY GRATES WITH
PIPE CAPACITY o.1tl o.11 o.1I Soda NIN O.284)} SO 2UA NS, o.1N O.11 | 0.124 OONBO 02284 t “> MAXIMUM 50mm BAR SPACING (IN EACH
AT GRADE (Cumecs} INN QQ nr SOsh . S S DIRECTION).
§ as 2B BIBS z 2 3 BES BYE eS ‘ee
DEPTH TO INVERT = als eS 8 5 8 SIS ENS NEN N SUNSHINE CO -——
\ NN . zi . YE UUAS | NC
SS SSS . N NCIL
°o wlo Rit 0 : s 0 ed =-|-— oO a. 2 oo }
INVERT LEVEL £ 8/38 S2 8 \ 5 OS S$ er 8 BANS 5
OF DRAIN ah -|- =IRXQAL = momim SOS Se
SARE SSNS S U0Y95 3 any
DESIGN SURFACE | 8 SAS OSRSRS TF ee: 3 3 S 23 JUL 2012
LEVEL 6 ai «i ail WQS N a si 6 oi ai No i 8
ae se a ae SIERARIENS ae 85 i PRONE a 8 om
SETOUT siz aig gig ls sg elgg ig als gle aig oBle og gig osigQels 5
{Co-ordinates} ge gS ge «EIS BEBE EE ge lg ge ge BEQOSOCEE s
8 RB 2 8 SB "3 \ 8 g 3 s 3 ANBAR
= 5 BIN 3 3 = oe :
RUNNING CHAINAGE Sy] 16-133 47.140 3] 25.522 S232,042°3) ST 698 be s| 136K 20.48 93078 | 22.499
1: 1000 [10S 0 \ WX N20. Saas ww : \ =e
LINE H Seizano HORIZONTAL K
S (~ ( cr (—
Consulting Engineers , 4:10 1 0 1 2 3 4 OS AL YT +) sheet 1 of 2 sheets
development consultants, planners and surveyors ' 1 43 NOOSA DOMAIN RETIREMENT VILLAGE 2
JF & P CONSULTING ENGINEERS PTY. LTD, ABN 77 050414 036 “ VERTICAL a Wb ded ion (BM) drawing number
‘SUNSHINE COAST GLADSTONE 10 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUST PLEASE ENaUIRE| A8tUm! er ori
pereswbrwsmanAvrue, |. SEGomneeeN Stk a, -[ aesionea | iw | coPymcs © 006 JF &P CONSULTING ENGNEERS PTY. TD. ae | aah cae on | COUNTRY CLUB VILLAGES PTY. LTD. M1717-D04. sc
s ee metone 0D Tz eet eH drawn | oM | THis OOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY @ | ORIGINAL ISSUE oe Wetane
FBP Howse 7 rH
eee, omni [=| SERENE tim [1 [oweermsomarns mao DRAINAGE LONGITUDINAL SECTIONS - SHEET 1 | ™:sasvone
\v telephone (07) 3844 7161 approved] Fraser... sense ..RPEQ 5691 __A_C_| CONSTRUCTED STAGES SHOWN 1804.12 | SCPAL A A Sate 28.2.06 J
Page 20
LEGEND >
NOTE: WHERE THE INFILTRATION SYSTEM 1S LOCATED IN
RESIDUAL CLAYS IN THE SOUTHERN SECTION OF THE PROPOSED STORMWATER DRAINAGE Sg
SITE, A Im WIDE x Im DEEP SAND FILTER WRAPPED IN CONSTRUCTED STAGES: IAv818 ee)
GEOTEXTILE SHALL BE CONSTRUCTED LINKING THE : j
SYSTEMS TO THE NATURAL SAND FILTER LAYER RHOVOSED SERER LINE
STAGING BOUNDARY aquaqnnenseanananannonnes: 1507 uPVC ROOFWATER CONNECTION
STUBS TO SURFACE (WITH GRATED LID)
INFILTRATION/STORAGE PIPES
450?/525? SLOTTED FRC AS SHOWN
CONCRETE END STURCTURE WITH
600x600 ACCESS PIT
2am
Aaa
20 m8
saad
! a
pO | E
q | ——— = i}
CONCRETE END STRUCTURE Css
[2am
. =e
———, =
See
——,
~~ }
COMMUNITY.
CENTRE
SERVICED
APARTMENTS.
ZZ
<a
wees” INFILTRATION SETOUT TABLE
SERVICED
APARTMENTS
PT. EASTING NORTHING PT. EASTING NORTHING
1 7306.827 4832.63! 24° 7600.617 4767 .994
2 7322.462 4830. 062 25 7613.519 4768.097
3 7317.97) 4855. 159 26 © 7629.359 4770.359
4 7320.646 4870.934 27 7561.634 4794.722
5 7376.989 4851 .869 28 7555.087 4755. 262
APARTMENTS 6 — 7452.070 4840085 29 7555.645 4795285
; 7 7348.557 4888.479 30 7549.753 4759.771
i 8 7455. 250 4871.727 31 7503.855 4742.615
NOTES 9 7481 806 4867567 32 7513.175 4801 .887
1. 4507/525? PIPES TO BE FRC SLOTTED, LENGTHS AS SHOWN. iV Teeae ey ag? 2 Peet agg weet ny
4.0m LENGTHS] : ‘ ‘ :
, 12 7534.304 4858 .551 35 7465.070 4824 .853
2. PITS 21, 23 @ 29 TO BE PROVIDED WITH GRATED INLETS. ik eeeaceg sere ne s reer eca qeeeraey
3. SETOUT COORDINATES ARE TO THE END POINT OF THE FIRST 1S 7566.297 4853 543 38 737.324 4786.174
INF|LTRATION PIPE CLOSEST TO THE ROAD. SEE BELOW. it seaiesee iets 160 ag seeieae pa
SETOUT PT 18 7618.005 4845.48 41 7363.985 471.347
19 7636.095 4824. 724 42 7361.513 4755 .539
20 7633.610 4808.918 43 7348.528 4735. 733
ROAD 21 7618.349 4797 433, 44° 7317.22) 4741 823
22 «=7527.456 4811 .662 45 7354.400 4709.316
23 7603.830 4787734 46 7334.564 4706.760
(~ aa "Yd [ROAD 12 REALIGNED, POINTS 5 & 6 MOVED i005 | a (—
Consulting Engineers 1500 19) 50 ‘0 20 AN : sheet 1 of 2 sheets
SRO eet i a tae ore DD ——— 3 E _| STAGING BOUNDARY & CONTRACT EXCLUSIONS one fal NOOSA DOMAIN RETIREMENT VILLAGE
> PTY.LTD. ¢ :
SUNSHNECOAST quanstone j 0 NOT ScAE FROM TS DRAIN -US ONL MENS ODED iRWCUrT LEASE STE AND Gad or F_ [Row aReALNED waosor | eA drawing number
Pe a Mere aos: GN ay é ; | aesiones | aw] COPvreGHT ©2006 F & P CONSULTING ENGINEERS PTY. LTD, amet [evn aus Ss eo aca | se} COUNTRY CLUB VILLAGES PTY. LTD. M1717-D08 sc
easiness pee eee : drawn | JM | Ts DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY [ORIGINAL ISSUE 7206 | iM wenn
- so "i a MHOUT TH
Sr Bineeor Heaie Soe checked | AF WRITTEN CONSENT OF JF & P CONSULTING ENGINEERS PTY LTO. 8B _[ INFILTRATION MOVED AT ROAD 4 2ag06 | JM INFILTRATION DRAIN AGE LAYOUT PLAN M1717-008,0WG
Big tolerhono (07) 3844 7161 Kapproved] i Fraser sxx M oo SE on sronnneRPEQ 5691 JAC _| ENTRANCE ROAD MOVED 6706 | A A Sate 28.2.08