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Approved Plans OPW21-0250
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\ Qo GRASS TABLE DRAIN Twiou7? > twi0176 J
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DETENTION BASIN
RL 10055
TwWi0135,
BwW10055
BIORETENTION BASIN
RL 102.013,
f 1
\ Hl | 103.14
\ 4.26 103 84
i
EARTHWORKS VOLUME
EARTHWORKS VOLUME FROM EXISTING
SURFACE TO DESIGN SURFACE
4o2.0'3
1020 102093
pleas pews? \ CYaayie Tw0230 FUL 27cm
e Ea ig rwi0a 8 [fS oe BALANCE = 336 cum
awio2 38 KS
1 a = Twit 4 = = EN ee 2 -L —
| y \ \ awi02 35
=—=7}—BLUE WREN PLACE =-—-—
/ 7
Z
LEGEND:
ADJACENT BOUNDARY
BOUNDARY
EXISTING EASEMENT
FOR CONTINUATION REFER 160-001-201
10350)
iss
EXISTING FENCE
EXISTING EDGE OF CONCRETE
EXISTING KERB & CHANNEL
EXISTING BUILOING
sme acca ee
thn by = — etn stone
oft EXISTING FIRE HYDRANT
germ as ve sent
—— Wes | oy = tstne testa
| _ — i Sei a _— Sais v Cn «= PROPOSED SANDSTONE WALL
I (i PROPOSED FLL AREA
7 Tinber peraring Wal E33 PROPOSED CUT AREA
«
eam om sits cotin — one NOOSA COUNCIL
APPROVED PLAN
OPW21/0250 21 JAN 2022
a MAX WATTERSON VANTRALIA PTY LTD EARTHWORKS LAYOUT PLAN
Seate 1250 = ATIT500 ~ AS} smn a __tASSOCIATES = A x J SN SHEET 1 OF 2
3 [aan | waren mon ia Ea I 7A stennanswortt Engin rere 2 PEARSONS ROAD
— — nao Sr Sse owomen anes cong am comet ty gue Hens COOROY QLD 4563 swe [160-001-200 [rewsion] 8 At
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Full text of sections 2 to 18 (of 29)
Section 2
FOR CONTINUATION REFER RIGHT \ \ |
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NOOSA COUNCIL \ gee é { Sot = /
APPROVED PLAN \/ gk | eameaee \
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OPW21/0250 21 JAN 2022 \ = 85 SS
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=
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ses0ses3 6 a sos0ses3 8
NOTE: ser0ses3 a sesess 2 oom ol
\ FOR CONTINUATION REFER LEFT
= ape | RAR WANESOW <= Toanrone [ae
—_———— SASSOCIATES = A x VANTRALIA PTY LTD S| EARTHWORKS LAYOUT PLAN
5 woo ng _ ASSOCIATES _ (J NN\\ seer 2 oF 2
Jes [eo ln pee ee Ye é 4 ™ 2 PEARSONS ROAD
el one TOS wo] Sao [Te sors x ssiueoemnonsemrny cts ates ave som way, meneavn gtaoe g.0 Aaa COOROY QLD 4563 euanne [160-001-201 _[rewsion] B [At
Section 3
BOUNDARY
2
Peesa00 z z z
Lor 8 BLUE WREN PLACE EXTENSION é ors 3
3 3 a 39
© © o $P305293
a o 231 *
Hee Le® wot 2% x Los
~~ XO 1s
NATURAL SURFACE
SECTION A
te 50207)
8 aun Lor ie BIORETENTION BASIN BLUE WREN PLACE EXTENSION g wor 3
a af Fr 3 3 1 38
seston iE 3 rite
wot an
oo 316% =
pt =
Barton,
a a Bi 701s —~%
NZ DESIGN SURFACE: PROPOSED NATURAL SURFACE
TIN 3- RL 101313 SANDSTONE WALL
SECTION <B>
SCALE 1150 (2007
x . wuts = 3 SWALE DETENTION BASIN am PATH
3 = ° 1
Lor? 2 ort ze ae WREN PLACE EXTENSION Z | I NATURAL SURFACE
2 ® aotrom
° sean ess te
RS DESIGN SURFACE pRoposeD
w SANDSTONE WALL
SECTION (D>)
ScALE 1150 (200)
SECTION (C)
Scale 1150 (2007
1 g s
rows g 3 BLUE Waen PLACE
Lot 19 EXTENSION
.
abe ss
m A ~
2m PATH swaue
awe DESIGN SURFACE a
ae er ae —_—
vest suneace/ ING NATURAL SURFACE
SECTION (E>) SECTION (F\
Scat 1ev 5) scate 150 0 APPROVED PLAN
Tar eo om Tommront [ne
ois 345 6 150 MAX WATTERSON
—— + ASSOCIATES VANTRALIA PTY LTD EARTHWORKS SECTIONS
FROST NO Ban] wre ~ & : . Oe
+f [aoe ra ‘160-001 ee aemasiory (GR) ngin ere. 2 PEARSONS ROAD
wf ae Sao wieo Sos |e cscs soeneene mie woe oon tate ee COOROY QLD 4563 une 160-001-210 _Jrevson] 8 Jat
Section 4
‘SLOPE TO PREVENT PONDING AT FRONT OF WALL ALL WALLS OVER 1.0m TO HAVE TEMPORARY SAFETY. ‘SURCHARGE TO BE LIMITED TO PEDESTRIAN TRAFFIC WITHIN 'H’ DISTANCE FROM BACK OF WALL 5° MAX, SLOPE TO PREVENT PONDING BEHIND WALL, ‘SLOPE NOT TO BE INCREASED UNLESS OTF 5 i GEOFABRIC TO 8E FOLDED OVER GRANULAR BACKFILL z| |___— PROVIDE 75mm-150mm NOM. NO FINES CRUSHED ROCK TO REAR eS Cal 3 iS} 7 CI _\ | BROUGHT TO SURFACE AT HIGHEST END AND CAPPED OFF. 05 eH" MIN STIFF TO HARD CLAY OR MEDIUM DENSE SANDS. MINIMUM SAFE BEARING CAPACITY AT BASE TO BE 100 KPa OR 150KP2 WHERE WALLS EXCEED 15m HIGH SANDSTONE BOULDER WALL DETAIL 1 NOTES THE SOIL AT THE FRONT BASE OF THE WALL SHALL BE LEVEL, SOUND NATURAL MATERIAL WITH AN ALLOWABLE MINIMUM BEARING CAPACITY OF 100 KPa. ANY ALTERATIONS OR EXCAVATIONS TO THE GROUND LEVELS IN FRONT OF WALL TO BE VERIFIED BY THE ENGINEER PRIOR TO ENSURE THE WORKS WILL NOT AFFECT THE WALL STABILITY. DESIGN BASED ON A RETAINED AND FOUNDATION SOIL INTERNAL FRICTION OF 25° MINIMUM, A BULK DENSITY OF S9KN/m?, A Ka OF 0.41 [S* RETAINED SLOPE) AND A K, OF 2.43 3. ALL STONE TO GE DENSE UNCRACKED ‘A’ GRADE OR ‘8’ GRADE SAW CUT SANDSTONE ROCK (S00mnW x 500mm H x 1500mm L MINJAPPROVED BY THE ENGINEER. ALTERNATIVE ROCK GRADES MAY BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 4. NOLARGE VOLUMES OF WATER TO BE PERMITTED TO POND AT ANY LOCATION BEHIND THE WALL 5. TRENCH SPOIL IS NOT TO BE USED TO FILL SERVICE TRENCHES UNDER WALLS. TRENCHES TO BE FILLED TO SURFACE WITH MINIMUM CBR 15 GRAVEL OR MATERIAL AS DIRECTED. 6 FOOTINGS EXCAVATION TO BE INSPECTED AND APPROVED PRIOR TO WALL CONSTRUCTION, 7. GEOTECHNICAL TESTING - BORELOG SPACINGS TO BE TAKEN AT 20m MAX. SPACINGS AND WHERE WALL TERMINATIONS, om 8 DYNAMIC CONE PENETROMETER TESTING IN ACCORDANCE WITH AS1289-6.3.2 5. FOUNDING MATERIAL FOR WALLS Hem TO BE 100kP MINIMUM AND 150kP2 WHERE WALLS EXCEED H-15m 10, GEOTECHNICAL ADVICE TO BE REQUESTED WHERE GLOBAL STABILITY ANALYSIS, SETTLEMENT ISSUES OR SITE CONDITIONS DIFFER FROM THOSE SHOWN IN THE DESIGN. 11, PROVIDE TEMPORARY BARRIER SAFETY FENCE TO TOP OF WALLS OVER 1.0m IN HEIGHT 12. MEASUREMENTS ON CALCULATION SPREADSHEETS PROVIDED TO TAKE PRECEDENCE OVER VALUES SHOWN ON PLAN. OPW21/0250 21 JAN 2022 crs wR caer NORTH PONT [ome MAX WATTERSON +ASSOCIATES VANTRALIA PTY LTD RETAINING WALL DETAIL xray ang | 8 160-001 GHEGKED POEL Suey anno (ES) Engin pre ere. 2 PEARSONS ROAD sate “679 COOROY QLD 4563 une [160-001-211 [reusion] B [At
Section 5
CONNECT TO EXISTING
FOOT BRIDGE
99
RP 881300,
a PARK
2 1 » / 5
ReaB1300 RP8e1300, aeets00 RP8B1300,
NEW FOOTPATH To
IPWEAQ STANDARD
DRAWING RS-065
TO BIO IN ACCORDANCE WITH
IPWEA STANDARD DRAWINGS.
RS-049 AND RS-050
/ NEW DRIVEWAY CROSSOVER
LOT 14 A
. DETENTION BASIN : \
FOR STORMWATER RE 1055 \
\V DETAILS REFER TO FOR CARPARK DETAIL REFER \LOT 100 os
- \ DRAWINGS 401 TO 409 TO PLAN 160-001-320 NEW KERB & CHANNEL TO BE
z K LI 82 TYPE IN ACCORDANCE WITH
3 \ — —/—~ STANDARD DRAWING RS-080
3 7 TAPER FROM M1 TYPE KERB
g My ‘ ain < NOOSA COUNCIL
c/s ’ APPROVED PLAN
3 awe / OPW21/0250 21 JAN 2022
g
g at ——
\ > — ee a LEGEND:
i NEW DRIVEWAY CROSSOVER IN NEW FOOTPATH TO~ ~~ TAPER FROM M1 TYPE NEW KERB & CHANNEL TO BE PROVIDE PRAM RAMP v
' — ACCORDANCE WITH IPWEA LL IPWEAQ STANDARD KERB TO 82 TYPE KERB M1 TYPE (600mm WIDE) TO IN ACCORDANCE WITH A PROVIDE PRAM RAMP IN —_—_ ADJACENT BOUNDARY.
1 ™ ag | STANDARD DRAWING RS-049 1g DRAWING RS-065 | STANDARD DRAWING RS~080 STANDARD DRAWING ACCORDANCE WITH STANDARD —————. sownnary
i % | ano Rs-050 (TYP) : |] a ——_ NN 049 08 DRAWING SO: 9006 -- EXISTING EASEMENT
N “II ~~ \ Se orem
EXISTING EDGE OF CONCRETE
1
\
LOT 2 tcp LOT 1S ~- sezsis31 bist rene crane
~~ ____ NEW FOOTPATH To \ =\\ PARK existe suns
OTS He | tora --
~~ PWEAG STANDARD ‘ ——— s ——— proPosep sewer
‘S {--—— DRAWING RS-065, \
nes sous a) | 7) 1 (i 4s ——— » ——— proposeo warer
Le Nee ee ali —. — roroseo euectacrry
1
,
iN
\ NEW STORMWATER PIPE
REFER TO PLANS 400 TO 409
a FOR DETAIL REFER TO a STORMWATER PIT
J
TS SAE saat ? PLAN 160-001-320, cmmmmmmmmmmmmmmm NeW RETAINING WALL TO BE
Connect To Es CONCRETE SLEEPER TYPE
WEL NEW KERB & CHANNEL AS SHOWN ON
BAR 2 ACCORDANCE DRAWINGS & IN ACCORDANCE WITH
” SAW CUT & BREAK UP EXISTING BITUMEN & Seo eee en
KERB & CHANNEL & REMOVE TO TIP. CUT BACK na
» * x ci * oom EXISTING PAVEMENT TO CLEAN FACE. ALLOW ne eavevenr taceness
$9305293 spa08293 305293 NEW ASPHALT TO OVERLAP EXISTING
0305293 NEw CONCRETE DRIVEWAY To STANDARD
| 75mm MINIMUM SUB-BASE PAVEMENT UNDER
CONCRETE IF SUBGRADE CBR VALUE=<6)
a PROPOSED BIN PAD
Tar pam | MAX WATIERSON cue NoRmPONT [me
—— +ASSOCIATES A x VANTRALIA PTY LTD ROADWORKS AND DRAINAGE,
wun ale = LAYOUT PLAN SHEET 1 OF 2
sears a Eva . a
fe [rem ca "160-001 sea | em anony ng pene 2 PEARSONS ROAD
7 fien_| wr on pssnn oun [RCRA APRON] eae —| a 7 San 2201 oavio vow wi pencoran oeacn, avo 473
er wie aR xan nner rosie epee ea COOROY QLD 4563 sins [160-001-300 [rewson] 8 [ad
Section 6
Provide pram ramp in accordance with standard drawing SD:9006 NOOSA COUNCIL APPROVED PLAN OPW21/0250 21 JAN 2022 As annotated by Council
Section 7
NOOSA COUNCIL EXTENSION OF BLUE WREN PLACE SETOUT TABLE
APPROVED PLAN [thing | tang [tering [tee Bag | aarp [Ala Bae
OPW21/0250 21 JAN 2022 1 20 conetee | 1079196793 | 3438 | 3577470600
P2 seoer | eonneae | Torment | 03506 | asso
a co [esnss9n2 | orsnsass [wasn [Sra 9aE
or aie [stars [uso | sae [ae srsnar
7 a
rr roo [esrwenss | Toner zur | was | 2esranon
0 ao [eon zas | amsaatser | wsstt —[ esranoo
"9 wea [esse | Torsse sar | —u58 | aesrano0
PRIME & AC30mm THICK PAVEMENT DEPTH SUBJECT TO TESTING
NEW 125mm THICK BASE COURSE GRAVEL TYPE 2.1 (BR60 MIN
NEW 150mm THICK SUB-BASE COURSE GRAVEL TYPE 2.3 CBRKS MIN
(SUBJECT TO TESTING & FINAL PAVEMENT DESIGN APPROVAL)
EXISTING BLUE WREN
PLACE SEAL
TOCOESACCENTRELINE
PROPOSED BOUNDARY
3 ye
Z| DESIGN CENTRELINE. a
z |- proposeo 3758 STORMWATER
2 NATURAL SURFACE 103.416
2 ROPOseD 5258 STORMWATER
a. a iL 102508 -
SE oT
ae :
. 2 | propose s2se stommwaTes PROPOSED 06 SEWER
~|—-—-~ ML 102.173 IL 102.136
Oo N a
roposto she stweR
Couey
|
4 propose ‘1500 SEWER
rr n0998
DATUM RL. 99.00 > * *
GRADE ca ae om ee
LENGTH Lycioo_| |_| vc 200 [veo]
ick ie ‘ee
HORIZONTAL ALIMNT
ARC LENGTHS |_| _ransasao tah es,
CUT/FILL 3 ag} gag 3 a zg g3] ag g38 83
DESIGN CENTRELINE |3] | a dale a 3 a de) 2 ae dala ge
NATURAL SURFACE |Z] 4 S38 3 a Z| a 8 Bae ae
“| “| Arr “| a “| “I “| ie ayy 29 25m
CHAINAGE 3 g 8 33/5 Z 5 g a7 8 32 533) 38 Wert Scale 150 = ATITIO0 = 431
ae —H a —U ahs ela oS 15 20 25m
LONGITUDINAL SECTION “EXTENSION OF BLUE WREN PLACE ———
MAX WATTERSON
ASSOCIATES | A x VANTRALIA PTY LTD ROADWORKS LONGITUDINAL
_ ome ng —T ASSOCIATES _ SECTION
© Jan [earra n re fom 160.001 Poem [re | semen y Engin meee J"™"" 2 PEARSONS ROAD
— — = I ees sc csetumcnin ae ase cong um canen ay goo fara COOROY QLD 4563 evans [160-001-310 [rewsion] 8 [At
Section 8
BIORETENTION BASIN RL 102.013 DETENTION BASIN RL 10055 LOT6 CULDESAC DETAIL CARPARK DETAIL SACLE 1200 SACLE 1200 NOOSA COUNCIL APPROVED PLAN f OPW21/0250 21 JAN 2022 LOT 100 SCHEDULE OF KERB SETOUT CO-ORDINATES LEGEND: ve] _castns | vontans | ceven — soncenr soroany 1 4 91168.011 1079230.165 104.075 BOUNDARY 2 | esnwons [rersan3se | soc ese EtG TING EASEMENT 3 | sswense |rorszzeass | ws021 fst FENCE | csimeres [rerseer906 | os:es bats coe oF concaere 5 | asiassse [rmvesase | 273 sti e38 t anne el 6 | esmore fremeiois | 05300 snc suuons semis 1 | asinras [rename | 53st cine necmea notte aK 8 | sorsusse [romzcise | os.ss 9 491161.275, 1019237.173 104.654 EXISTING STORMWATER w (4 91168.850 1079235.550, 104.075 “Ey EXISTING DW00 BI WH st | asizzesio frenvzerzan | sosces : ExIsTNG FRE HYDRANT [email protected] 1079227.149 103.089 EXISTING DN225 uPVC SEWER sestsass covet To exists FOOTPATH WITH DOWEL ‘SAW CUT & BREAK UP EXISTING BITUMEN 8 B 491226273 7079229.005 103.175, EXISTING TELSTRA Ban hI ACCORDANCE rene b HAMMEL 4 REMOVE TOT. CUT BACK uw | coiaissee | rerzzeons — | sin new RETANING Watt T08E WITAPWEADRS- 165 EXISTING PAVEMENT TO CLEAN FACE, ALLOW i | csrasase [ronzzesia | 3237 CONCRETE SLEEPER TYPE 16 491250.388 1079222.487 103.238 NEW KERB & CHANNEL AS SHOWN ON. nr | csizsss0 [rorsme rea | wess0 DRAWN & ACCORDANCE WITH te | asizesase fanonesn | eso STANDARD ORANG BS 00 GRAVEL PAVEMENT. THEMES SUBJECT TOR TESTING NEW CONCRETE DRIVEWAY To STANDARD Timm HINMUM SUB. BASE PAVEMENT UNDER CONCRETE FSUBRADE CBR VALUE=-) CONNECTION DETAIL Bac 1200 024 6 8 ite MAX WATTERSON | i ‘*SASSOCIATES VANTRALIA PTY LTD ROADWORKS DETAILS PLAN ae =a = brat . ma 160-001 —) ro enaniswori (3 5S) ngineering 2 PEARSONS ROAD a _[osanar | issue For oscussion c_| wa [TocaLauTnoRity APPROVALNO] DRAWN Te ay Reeono wae A SOR 2261 OAVID Low WAY, PEREGIAN BEACH, OLD S679 ata Saas ee Bee ca acne roneesnsas wna can et COOROY QLD 4563 rusnve [160-001-820 [rewsion| 8 Jat
Section 9
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Section 10
6.0m 45.0m 5 > PROPOSED RETAINING WALL DESIGN SURFACE q CARRIAGE WAY VERGE le (YP) NATURAL SURFACE _ (yp) — 30 30% 25% AL peoroseo SEWER (TYP) DATUM R.L99.00 FINISHED § g| 8 a8 3 SURFACE LEVEL 2 Ss} als 3 EXISTING § BIE\RIE| & B/R/R|3 8 SURFACE LEVEL g glalgls| sls|s|s| 3 OFFSET FROM 3 alates] = aIalala a CONTROL LINE : ayaa CH 100.000 DATUM RL.99.00 FINISHED & SIS|E/E] = Sig ‘SURFACE LEVEL | gizjsj2| = aig] EXISTING z aRiala) & a|g SURFACE LEVEL 3 glglejs| 8 |S OFFSET FROM z RISISIS| 5 RIF CONTROL LINE : “epee CH 80.000 PREOY = 3.0% 0% SK DATUM RL99.00 Sy FINISHED g esse) 2/3/S\5 8 SURFACE LEVEL 2 Ss/s\s| s sis|sjs BS EXISTING 5 R/S/8/2) B/s/s|s 2 SURFACE LEVEL 3 gigléle| = S/s\sle 8 OFFSET FROM 2 elslals| 5 aisle 3 CONTROL LINE mye CH 120.000 25% ” 30% 25% - — ———— I PROPOSED STORMWATER (TYP). DATUM R.L.100.00 Ss. FINISHED g Ble/gje) 5 els) g ‘SURFACE LEVEL 2 Z/slz/g| = 2|3|3|2 = EXISTING 2 Ree) = BlEI8]8 Rg ‘SURFACE LEVEL 2 Sisigjs} 2|2|2/2 2 OFFSET FROM z alalals| = SlFlals a CONTROL LINE ‘ ‘ ye CH 129.982 OPW21/0250 21 JAN 2022 NOOSA COUNCIL APPROVED PLAN 1 Ss MAX WATTERSON Seale H00 = A1(1200 - A3) +ASSOCIATES ATM AMD 16 [awa 160-001 Ban] vero 7 cxsmnmsionti (£2) 16 _[ wa [Toencnurron AP>ROWAING| e esos N Reeone wane A 80WO By [Ko Te] ror sno on sein t oF nx ENGNEERING PY, BAX VANTRALIA PTY LTD NORTH POINT 2 PEARSONS ROAD COOROY QLD 4563 ROADWORKS CROSS SECTION SHEET 2 OF 2 PLAN No [160-001-331 [rewsion] 8 [At
Section 11
PROVIDE 300 RCP WITH
TIMBER HAND RAILS FOR
2 * 5 SWALE CROSSING . *
aaat300 pees 0 UsiL100.240 981300
e130 RP8E1300 baled DSIL100.140 PARK
MINIMISE TREE CLEARING —— /
TO 3m WIDE TO PROVIDE ¥ /
STORMWATER OUTLET
Saat MINIMISE TREE aang SS 7
‘| TO 3m WIDE TO PROVIDE
STORMWATER OUTLET
DETENTION BASIN
RL 10055
LOT 100
NEW KERB ADAPTORS IN
mentoneasn . ““ (4 £ — 22a
atria Tony z \\ ACCORDANCE WITH STANDARD
2 \\\\\ DRAWING IPWEAG RS-081 (TYP)
NOOSA COUNCIL
APPROVED PLAN
OPW21/0250 21 JAN 2022
FOR CONTINUATION REFER 160-001-402
LEGEND:
sovacent eons
sot extn MCE
oan ist toc or concer
EXITING KER HAMEL
extn Tee
EXISTING TREE
TO BE REMOVED
PROPOSED SEWER
w —— PROPOSED WATER
PROPOSED ELECTRICITY
NEW STORMWATER PIPE
REFER TO PLANS 400 TO 409
% ‘STORMWATER PIT
erate pris wana seosa — sounons rorscne soos
NeW RETAINING WALL TO BE
CONCRETE SLEEPER TPE
| \ NEW KERB & CHANNEL AS SHOWN ON
: DRAWINGS & IN ACCORDANCE WITH
i STANDARD DRAWNG RS-00
i
025 5 75 0 se MAX WATTERSON = x VANTRALIA PTY LTD STORMWATER DRAINAGE
cale - - +
Sene 1950 -ATITSOD =A sana a ‘ASSOCIATES A LAYOUT PLAN SHEET 1 OF 2
> foes fener 1 160-001 cc xowansvoagy y Engin rec 2 PEARSONS ROAD
ToL owe RESON & [oo] pene | 16] romtvow cv or mxcumectne en banamentits Poe COOROY QLD 4563 auavne [160-001-401 _[rewsion] 8 [At
Section 12
NOOSA COUNCIL . : ona seo ;
APPROVED PLAN / pPesrsee feeetane a peei300 :
OPW21/0250 21 JAN 2022 /
/
oom om . _ —}— 3]... _—
oy
1
RP1BT3B
FOR CONTINUATION REFER 160-001-401
2
RPNBTES
450m
“EASEMENT
EXISTING HOUSE
\ TO REMAIN /
\
\
\ SS
\
\
:
NOTE: $P305293 '$P305293, sP305293 spaeeas3 corse
0255750 125m MAX WATTERSON
Se ; +ASSOCIATES = AX VANTRALIA PTY LTD A STORMWATER DRAINAGE
a LAYOUT PLAN SHEET 2 OF 2
= hepa oe “ye Cngincering COORD OLD ieee
= — ee ET coor orannenenn 2 Senna 2 He COOROY QLD 4563 eumvne [160-001-402 _[revsion] B_[At
Section 13
STRUCTURE
2
2
91 2 3k om
be
‘Scale Vert 1100 ~ AT(1200 ~ A3}
0 $1520 25m
Scale Horz 1500 - AT (T1000 - A3)
OQ
NOOSA COUNCIL
APPROVED PLAN
150mm iL 104.778 - |
jane S 5 3] 5 | s
STRUCTURE ° ® 2 y
DESCRIPTION s/s =| [2 ze Ze
NI
PRECAST HEADWALL
GRATED PIT
1/3
4/)
00 CLASSD
GRATED PIT
Ah
6/1
GRATED KERB INLET PIT
GRATED KERB INLET PIT
Tom NTEL
TR UNTEL
S| 8 S| os
5 5 g @
PW21/0250 21 JAN 2022 e g
1ZE (mm) 2 Pa ‘a 21 25 tsa
LASS PC 7 t ae ae He
PIPE GRADE (%} 158% 507% 30% oon osx
BIPE SLOPE Thin XI a ‘e oH Bao ae
FULL PIPE VELOCITY {m/s} es ie 092 00 age
PART FULL VELOCITY {m/s} te ov ser ae is
DATUM RL 93.0 89.0 88.0
one 028s ote 0.000 ons
PIPE
FLOW = a «= » - < = & * =| a S = = s . x
umecky STRUCTURE 5 3 3 3 3 3g 2 z 3 Z| 5 : 3 g z a gl
HYDRAULIC GRADE LEVEL fg a8 eB 38 ee i 2 3 ae e ae BE aE Ee 32
DEPTH TO INVERT 2 ag alg 3 als al ge e alg g sls 4 gals ge 3/8
INVERT LEVEL 2 giz 3 g/5 als als 5 ES gz - alg a 3/8 8 ie als
OF DRAIN z |e B23 3/3 ais Ss eB s/s 5 Eee IS =
DESIGN 2 z s 3 3 g S s 2 z = 3 S 3 s g 2
SURFACE 2/2 ole lB aE ole |B 7 eZ mr & Is 3 5 lz
SETOUT 3 a/ 5 Sle SIE BB SIE 3 al SIE 5 EB SIE 5 ale
CAODDINATE z 25 z aie Sie 35 SIE é Sie SE E eas E 22
CHAINAGE s s am 2 5 3080 : 3 3 e 3} ans = 2 3] cus 3] a0 8
DATUM AMD:
MAX WATTERSON
ean | Pero
2 [praar_[ saver araova 16 [si on
fovea [issuer nscsson 6 16
| OnTE REVISIONS oY
Te] on soon SeHAit oF Bax ENCINEERING Pr,
VANTRALIA PTY LTD
BAX
coving
2 PEARSONS ROAD
COOROY QLD 4563
STORMWATER DRAINAGE
LONGITUDINAL SECTION
SHEET 1 OF 2
PLAN No |160-001-403 [eeusion] B Jat
Section 14
STRUCTURE NAME V9 2 1/10 2/10 STRUCTURE DESCRIPTION GRATED PIT 600x600 CLASS B PRECAST HEADWALL GRATED PIT FINISHED SURFACE 600x600 CLASS B PRECAST HEADWALL \ NATURAL SURFACE op sb ae oro Hot ——— aa eee “Sf Sine tore TO ATT « 43) PIPE SIZE (mm) see =) SPE TLESS cg Be PIPE GRADE (%) osx osu PIPE SLOPE (1 in XI wa wwe FULL PIPE VELOCITY (m/s) oe os PART FULL VELOCITY (m/s] oe us DATUM RL |87.0 87.0 cow os PIPE FLOW ; = 2 * = [tiSybel STRUCTURE a 3 z g HYDRAULIC GRADE LEVEL & 8s S G5 DEPTH TO INVERT 2 al sale INVERT LEVEL ze als 3s ss OF DRAIN 2 ele 2 gig DESIGN 2 z z 2 SURFACE le cle le ag SerouT ge gk ga NOOSA COUNCIL COORDINATE ele Sle a 3/2 APPROVED PLAN CHAINAGE s| was 8 s| ruse 3 OPW21/0250 21 JAN 2022 = MAK WATTIERSON om Tompont [e SASSOCIATES = A x VANTRALIA PTY LTD STORMWATER DRAINAGE _TASSOCIATES _ LONGITUDINAL SECTION TS ae : . — ——— te ce Engin os 2 PEARSONS ROAD — TOS : SER [HT] senna or snot oR USE SERED EAE Gt #972 COOROY QLD 4563 auavne [160-001-404 [rewsion] 8 [At
Section 15
Not approved - Refer to
conditions
NOOSA COUNCIL
APPROVED PLAN
OPW21/0250 21 JAN 2022
As annotated by Council
Section 16
1 2 3 4 5 6 7 8 9 10 11 12
#8
NOOSA COUNCIL
LOTS 1-16 CANCELLING
SITE PLAN LOT 3 ON RP113733
APPROVED PLAN
Lot 12 DA RAL20/0021
RP881300 Lot 11 10 0 10 20 30 40 50 METRES
A A
OPW21/0250 21 JAN 2022
RP881300 Lot 10
RP881300 Lot 9 SCALE 1:500 AT A1 NBN TECHNOLOGY IS FTTN
Lot 1
RP881300 (FIBRE TO THE NODE).
RP113733
BUILDER'S ELEC. CONTRACTOR
#6 TO REFER TO NBN
RESIDENTIAL PREPARATION &
CONNECTION TO INSTALLATION: SDUs.
EXISTING DWELLING LOT 11 LOT 12 P20
2
TO REMAIN P20
P20
2 LOT 13
2
Lot 2 P20 LOT 14
2 PIT-
RP113733 6 P20 LOT 15
-00 0 25 00
PIT 5 P10 5 7 2 P20
2
B #4 P50 B
P100
LOT 10
PIT-008
46
2
D
31 Proposed
OA
16
Lot 100
SR
13 Park
PIT 5
-00
P20 50
P
ON
5 P10
10 009
PIT- 5
RS
LOT 9 13 PIT-004 37 PIT-003 BLUE WRE
0
LOT 16 P20
Existing 28 2 P100 P100
5 N PLACE
PEA
5
Dwelling
LOT 7 37 PIT-002
P35
P100
4 ng
P10 5
ti
LOT 6 LOT 5
Exis
2
P50 P20 P20
2 P20
010 2 LOT 4
PIT- 2
LOT 8 2
LOT 3 P20
P20 2 P20 LOT 2
2 2
C C
LOT 1
Lot 44
SP305293 Lot 43
#22 SP305293
35(/,0,1$5<
< ,668(
( #20
Lot 42
SP305293 Lot 41
NOTES:
64
1. ALL CONSTRUCTION TO BE INSTALLED IN SHARED TRENCH UNLESS OTHERWISE SHOWN.
127 )25 &216758&7,21 #18 SP305293 Lot 40
P20
2. ALL PROPOSED LOTS ON PLAN ARE SINGLE PREMISE LOTS ONLY.
#16 3. NBN PIT AND PIPE INFRASTRUCTURE SHALL BE INSTALLED AS STATED BY INDUSTRY GUIDELINE G645:2017
SP305293 Lot 39 2
FIBRE READY PIT AND PIPE SPECIFICATION FOR REAL ESTATE DEVELOPMENT PROJECTS CAN BE DOWNLOADED
PIT-001
Lot 45
5
#14 SP305293 Lot 38 FROM THE COMMUNICATIONS ALLIANCE WEBSITE AT:
SP305293 SP305293 Lot 37 http://www.commsalliance.com.au/Documents/all/guidelines/g645
4. PIT AND PIPE INFRASTRUCTURE TO BE INSPECTED BY NBN AFTER INSTALLATION.
#23 SP305293 Lot 36 Lot 33 5. INSTALL P23 LEAD-IN PIPES FROM PIT TO PROPERTY ENTRY POINT AND PLUG.
D SP305293 Lot 35 P100 6. ALL MATERIALS SHALL BE TO COMMUNICATION ALLIANCE SPECIFICATION. ALTERNATIVES WILL ONLY BE D
SP305293 10
SP305293 ACCEPTED IF AGREED TO IN WRITING BY NBN.
AD
NBN ACCREDITED 7. THE LOCATION OF PIT AND PIPE INFRASTRUCTURE SHALL ALSO COMPLY WITH THE REQUIREMENTS OF ENERGEX.
CONTRACTOR TO CONNECT
RO
8. CONTRACTOR TO CONFIRM FINAL LOCATION OF PROPOSED DRIVEWAYS AND OTHER SERVICES PRIOR TO
PROPOSED NETWORK INSTALLATION OF PITS. PITS MUST BE CLEAR OF DRIVEWAYS.
NS
Exisitng
SPOTTED TO EXISTING NETWORK.
5 P100
CARRU GUM COUR
WORK SITE
SO
TH46ERS
Lot T BILL OF MATERIAL SDU Development Information
COURT
ELM S
AR
SP305293 Lot 34
NO OF LOTS: 16 Development Name:
PE
#21 SP305293
PITS DUCTS 2 Pearsons Road
TREE
1
Lot Lot SIZE QTY SIZE QTY MTRS Developer Company:
Lot Lot
11 12 Lot 203 AS/NZS 3000:2018 2 2 P100 7 202
Ventralia Pty Ltd
T
13 14
Lot 15
Lot 100 3.11.5 Spacing from other underground services
5 8 P50 3 72
10 Park 6 0 P20 15 38 Development Address:
Lot BLUE W 8
E Lot
9
REN PL All underground wiring systems shall be spacing not less than 100 mm from
0
2 Pearsons Road, Cooroy 4563 E
16 Lot 9 0
8 Lot Lot other underground services.
7 6
Lot Lot Lot
TOTAL NUMBER OF PITS: 10 Authorised Rep:
5 4 Lot TOTAL NUMBER OF MANHOLES: 0
3 Lot Wiring systems shall be suitably marked with warning tape in accordance Auspower Connect
2 1 TOTAL NUMBER OF CONDUITS: 25
with Clause 3.11.4.5 and maintain a separation from telecommunications,
gas and water services in accordance with Table 3.7. TOTAL LENGTH OF CONDUITS: 312 Phone: 0419 707 166
E-Mail: [email protected]
Further requirements for the separation of telecommunications, gas and
REN PL
SPOTT MARBLE water systems from low voltage wiring systems are provided in
COORDINATION - ROAD RESERVE: nbn Reference Number: Stage Number:
ED GUM WOOD
CT CT Clause 3.9.8.4. STG-W000xxxxxx 1
RT
1. PROPOSED PIT-002 (SERVICING LOTS 2 & 3)
TABLE 3.7 SHALL BE INSTALLED TO THE EASTERN SIDE OF Design Revision:
BLUE W
COU
ELECTRICAL PILLAR TO AVOID PROXIMITY TO A
MINIMUM SEPARATION OF UNDERGROUND SERVICES DRIVEWAY.
2. TELECOMMUNICATION PIT AND PIPE NETWORK TO
OAK
Minimum separation to low Minimum separation
F voltage electrical service of conductive
BE INSTALLED BY ACCREDITED CONTRACTORS
WITH APPROPRIATE PUBLIC LIABILITY INSURANCE.
LEGEND F
identified in accordance with enclosures to low Shared Trench Symbol
'AS CONSTRUCTED' INFORMATION AND MANDREL
EST
Type of service Clause 3.11.4.5 and mechanically voltage electrical TEST RESULTS TO BE SUPPLIED ON COMPLETION. PIT-ID
protected (1) earthing electrode (1) 3. NON-ACCREDITED CONTRACTORS MUST HAVE Service Drop Access Pit
2
FOR
ELM S
(650mmX280mmX565mm)
DR
mm mm DIRECT SUPERVISION.
4. CONNECTION OF NEW CONDUITS INTO EXISTING PIT-ID
Water service not Network Boundary/Local Network Pit (Single Lid)
D
±
100 500 NBN PITS MUST BE COMPLETED BY NBN. 5 (700mmX450mmX650mm)
AL
greater than DN65 (2) ±
TREE
REET PIT-ID
ON
T
GEM S Water service greater COORDINATION - PRIVATE PROPERTY: Distribution/Local Network Connection Pit
300 500 6 (1360mmX555mmX650mm)
CD
than DN65 (2)
T
PIT-ID
MA
Sanitary drainage
THE CLIENT'S ELECTRICAL CONTRACTOR WILL BE Distribution/Local Network Connection Pit
100 500 8
RESPONSIBLE FOR THE FOLLOWING: (1360mmX555mmX860mm)
KE
Stormwater drainage 100 600 x INSTALL PIPE THE FULL LENGTH OF THE ACCESS PIT-ID
LA
CORRIDOR OR SUPERVISE INSTALLATION BY Fibre Distribution Hub (FDH) Pit
Gas 100 500 OTHERS.
9 (2000mmX555mmX900mm)
Telecommunications 100 CONDUIT SIZE CONDUIT LENGHT
G G
NOTES:
1 Authorities, such as water and as suppliers and electricity distributors, may PIT-ID P100 26.5 PIT-ID
require their services to be spaced at a greater distance from underground wiring 9 5
UNDERGROUND ELECTRICAL ALLOCATIONS
LOCALITY MAP & SUBDIVISION PLAN systems. Also see Figure 3.10.
2 DN = internal diameter of pipe. URD ESTATES - FOOTPATH
SCALE 1:2000
DRAWING TITLE:
-
STRICTLY N KEY PLAN STG-W000XXXXXX
NBNCO APPROVAL RECORD: NBN PIT & PIPE DESIGN
-
SIGNATURE DATE STAGE 1
- DD 15 NEW CONNECTIONS
WD ENABLE#:
-
AB STATE: QLD REGION: NOOSA COUNCIL
H - H
QUALITY RECORD :
- NBNCO DISCLAIMER
Auspower Connect Pty Ltd FSA: - SAM: - ADA: -
THIS DOCUMENT HAS BEEN PREPARED SOLELY FOR THE USE OF PO Box 531 PROJECT No: AC1286
- NBNCO LIMITED (ABN 86 136 533 741) FOR USE IN MAINTAINING Buddina, QLD 4575
NBNCO FACILITIES. IT HAS NOT BEEN CREATED FOR ANY OTHER Mob 0419 707 166 CADREF No: AC1286T
P 04/08/2021 I LUBACHESKI PRELIMINARY DESIGN J MCKENNA USE. IT SHOULD NOT BE SCALED TO LOCATE NBNCO ASSETS. NO [email protected]
WARRANTY IS GIVEN THAT THE INFORMATION IS ACCURATE OR ABN 74 166 366 883 SCALE SHEET No. REV.
REV DATE DRAFTER DESCRIPTION APPROVED COMPLETE. 500:1 1 OF 1 A
1 2 3 4 5 6 7 8 9 10 11 12
Section 17
SURVEY DETAILS
203 AS/NZS 3000:2018 STREET LIGHTING CERTIFICATE LEGEND
NOOSA COUNCIL 3.11.5 Spacing from other underground services
ROAD AND PUBLIC SPACE LIGHTING IS CERTIFIED
PRINCIPAL'S SURVEYOR TO PEG ALL BOUNDARIES PRIOR TO
CONSTRUCTION AND AFTER CONSTRUCTION TO PROVE ACCURACY SYMBOL DESCRIPTION
APPROVED PLAN TO COMPLY WITH THE NOMINATED CATEGORIES OF OF ASSET INSTALLATION.
All underground wiring systems shall be spacing not less than 100 mm from 1 STATION NUMBER
other underground services. AS/NZS 1158.1.1:2005 AND AS/NZS 1158.3.1:2020.
CONSTRUCTION NOTES EXISTING OH CONDUCTOR
OPW21/0250 21 JAN 2022 BLUE WREN PLACE - PR5 PROPOSED OH CONDUCTOR
Wiring systems shall be suitably marked with warning tape in accordance 1. CONTRACTOR TO INCLUDED PROVISIONAL SUM FOR VACUUM HV and LV POLE
with Clause 3.11.4.5 and maintain a separation from telecommunications, THE DESIGN ASSUMES MAINTENANCE FACTORS OF EXCAVATION AS U.G. SERVICES HAVE BEEN IDENTIFIED IN THE POLE TRANSFORMER
gas and water services in accordance with Table 3.7. 0.7 FOR MINOR ROAD LIGHTING, 0.75 FOR MAJOR VICINITY.
HV AIR BREAK OPEN
ROAD LIGHTING, 0.75 FOR LED LIGHTING, BASED ON 2. CONTRACTOR INCLUDE PROVISIONAL SUM FOR 'CUT AND
THE FOLLOWING SCHEDULE. REINSTATE' CONCRETE FOOTPATH, FULL PANEL AND FILL HV AIR BREAK CLOSED
Further requirements for the separation of telecommunications, gas and
WIDTH AT STATION 5 TO TRANSFER EXISTING CROSSROAD LV DISC LINK OPEN
water systems from low voltage wiring systems are provided in
1. LAMPS ARE TO BE REPLACED AT 36 MONTH CONDUIT TO EXISTING SPARE LV CONDUIT FROM STATION 4 LV DISC LINK CLOSED
Clause 3.9.8.4. INTERVALS, AT WHICH TIME LUMINAIRES ARE TO AND AT STATION 2 TO INSTALL LV CONDUIT/TERMINATION FROM HV POLE TERMINATION
TABLE 3.7 BE INSPECTED, CLEANED AND MAINTAINED. POLE AT STATION 1.
LV POLE TERMINATION
2. VEGETATION IS TO BE KEPT CLEAR OF STREET 3. TRAFFIC CONTROL REQUIRED.
GROUND STAY
35(/,0,1$5<
< ,668(
(
MINIMUM SEPARATION OF UNDERGROUND SERVICES LIGHTS.
3. INSPECTION PATROLS AND SPOT LAMP EXISTING UG CABLE
Minimum separation to low Minimum separation REPLACEMENT SHALL MAINTAIN SERVICE
CONSTRUCTION NOTES - PRIVATE PROPERTY PROPOSED UG CABLE
voltage electrical service of conductive THE CLIENT'S ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE
AVAILABILITY AT NOT LESS THAN 95%. EXISTING SUPPLY PILLAR
127 )25 &216758&7,21 Type of service
identified in accordance with
Clause 3.11.4.5 and mechanically
enclosures to low
voltage electrical
4. LUMINAIRES AND LAMPS SHALL BE REPLACED
WITH EXACT EQUIVALENTS.
FOR THE FOLLOWING:
x INSTALL CONDUITS THE FULL LENGTH OF THE ACCESS PROPOSED SUPPLY PILLAR
protected (1) earthing electrode (1) CORRIDOR OR SUPERVISE INSTALLATION BY OTHERS. LINK PILLAR
x REMOVE REDUNDANT ELECTRICAL WIRING. PADMOUNTED TRANSFORMER
mm mm
EXISTING CABLE IN CONDUIT
Water service not ELECTRICITY CONNECTION PROCESS PROPOSED CABLE IN CONDUIT
100 500
greater than DN65 (2)
MEN (EARTH GROUND STAKE)
1. DEVELOPER'S REPRESENTATIVE SUBMITS CERTIFICATE OF
Water service greater
300 500 RESIDENTIAL AND ELECTRICITY SUPPLY TO COUNCIL. E ELECTRICAL CABLE MARKER
than DN65 (2) CUSTOMER SWITCHBOARD
COMMERCIAL / INDUSTRIAL 2. DEVELOPER'S REPRESENTATIVE SUBMITS PLANS TO THE
Sanitary drainage 100 500 TITLES OFFICE. PIT
SUBDIVISIONS 3. ENERGEX ESTABLISHES A NATIONAL METER IDENTIFIER (NMI).
Stormwater drainage S70 STREET LIGHT
100 600 4. NEW CUSTOMER REFERENCES NMI AND MAKES AN
ONLY ENERGEX APPROVED MATERIALS, S250 STREET LIGHT
Gas 100 500 APPLICATION WITH THEIR ELECTRICITY RETAILER.
INSTALLATION EQUIPMENT, AND 5. ELECTRICAL CONTRACTOR REFERENCES NMI AND SUBMITS LED STREET LIGHT
Telecommunications 100 INSTALLATION TECHNIQUES SHALL BE THE APPLICATION WITH ENERGEX. TREE
USED DURING CONSTRUCTION. 6. ENERGEX MAKES CONNECTION.
NOTES: LV SWITCH FUSE UNIT
1 Authorities, such as water and as suppliers and electricity distributors, may
require their services to be spaced at a greater distance from underground wiring
systems. Also see Figure 3.10.
2 DN = internal diameter of pipe.
GENERAL NOTES
1. ALL CABLES TO BE INSTALLED IN CONDUIT WITHIN THE
STANDARD ELECTRICITY ALIGNMENT OF 250-900mm FROM
PROPERTY BOUNDARY.
2. CONSTRUCTION PERSONNEL SHALL MEASURE ACTUAL
CABLE LENGTHS REQUIRED ON SITE AFTER INSTALLATION
OF CONDUITS THEN NOTIFY SUPPLIER WHEN CONFIRMING
CABLE ORDER.
3. ALL BENDS INSTALLED ON 125mm RETICULATION
CONDUITS MUST BE 1830mm RADIUS UNLESS OTHERWISE
SPECIFIED.
AD
WORK SITE 4. CONTRACTOR TO SUPPLY ALL LABELS AND SITE ID
RO
NUMBERS TO ENERGEX SPECIFICATION.
ELM
5. DEVELOPERS CIVIL CONTRACTOR TO SUPPLY AND
NS
INSTALL CONDUITS AS SHOWN IN CIVIL WORK SCHEDULE.
6. INSTALL ELECTRICAL CONDUIT AND
SO
STR
CARRU
THERS TELECOMMUNICATIONS PIT AND PIPE IN JOINT USE
COURT
AR
TRENCH - REFER PROJECT NUMBER AC1286-T
EET
PE
STANDARDS AND SPECIFICATIONS
Lot Lot Lot Lot THIS WORKS PLAN IS TO BE READ IN CONJUNCTION AND
11 12 Lot
13 COMPLY WITH THE FOLLOWING ENERGEX MANUALS AND
AD
14 15
Lot Lot 100 SPECIFICATIONS:
RO
10 Park - UNDERGROUND DISTRIBUTION CONSTRUCTION MANUAL
Lot BLUE W - OVERHEAD CONSTRUCTION MANUAL
Lot REN PL
NS
16 Lot 9 ACE - PUBLIC LIGHTING MANUAL
Lot
SO
8 Lot Proposed - NETWORK LABELLING AND SIGNAGE MANUAL
7 Lot Lot Proposed Proposed
6 Lot Lot 12
AR
5 Lot Lot Lot 11 Proposed
4 3 Lot 13 FOR DETAILS OF ADDITIONAL TRENCH CROSS-SECTIONS,
2 Lot 14 Proposed
PE
1 REFER TO ENERGEX UNDERGROUND DISTRIBUTION
Lot 15
CONSTRUCTION MANUAL.
Proposed Proposed
Lot 10 Lot 100
ACE
Park
SPOTT UG SERVICES INFORMATION
ED GUM
COURT Proposed BLUE W
RT
REN PL
Lot 9 REN PL UNDERGROUND SERVICES SHOWN ON THIS WORKS PLAN
Proposed ACE
COU
Lot 16 IN THE VICINITY OF PROPOSED EXCAVATION WORKS ARE
Proposed INDICATIVE ONLY.
Lot 8 Proposed
BLUE W
OAK
Proposed CONSTRUCTION PERSONNEL SHALL REQUEST ON-SITE
ELM S
Lot 7 Proposed
Lot 6 Proposed IDENTIFICATION AND LOCATION OF EXISTING BURIED
Lot 5 Proposed SERVICES FROM THE QUEENSLAND DIAL BEFORE YOU DIG
EST
Lot 4
Lot 3 Proposed SERVICE. PH:1100 FAX:1300 652 077 (A MINIMUM OF TWO DAYS
Proposed
TREE
Lot 2 NOTICE IS REQUIRED)
Lot 1
FOR
REFER JOB No: 21623980.
BLU
T
E W
REN P CONDUIT CROSS SECTION - FOOTPATH & ROADWAY
L
TREET
GEM S SURVEY PLAN 600 FOOTPATH
SCALE 1:1000 750 MINOR ROAD
1200 MAJOR ROAD
LOCALITY MAP
SCALE 1:2000 DETAIL O DETAIL D DETAIL P DETAIL E
600 FOOTPATH
750 MINOR ROAD
1200 MAJOR ROAD
c c c
DETAIL H DETAIL N DETAIL Z
NOTE: 5mm PROTECTION COVER STRIP REQUIRED WHEN NOT IN ALLOCATED ENERGEX UG ALIGNMENT
ISSUE DESCRIPTION DATE AUSPOWER CONNECT IS THE FIRST POINT OF DEVELOPER DETAILS ALIGNMENTS WORKS COORDINATOR - APPROVED: SUBDIVISION AUSPOWER CONNECT
AC1286
P PRELIMINARY DESIGN 20/08/2021 CONTACT FOR CONSTRUCTION ENQUIRIES. Auspower Connect Pty Ltd Ventralia Pty Ltd ENERGEX OH 3.0m PARENT PROJECT NO. - RECONFIGURE 1 LOT INTO 16 LOTS PROJECT NO.
Darren Matthews ENERGEX UG 0 - 0.9m WORK REQUEST NO. - RAL 20/0021 SCALE: 1:2000 & 1:1000
PO Box 531
0499 339 155 STREETLIGHTS 0.7m I.O.K LOTS 1-16 ENERGEX PROJECT NO.
Buddina, QLD 4575 ELECTRICAL RETICULATION
[email protected] NBN REFER DBYD
Mob 0419 707 166 INSTALL 9 PILLARS, 441m OF 240 AL 4C UG LV CABLE
[email protected]
PROJECT MANAGER DETAILS GAS - CANCELLING LOTS 3 on RP113733 APPROVED DATE: N/A AND 5 STREET LIGHTING COLUMNS S4400244
Ventralia Pty Ltd HP GAS - D.A RAL 20/0021 CHECKED: J McKenna
ABN 74 166 366 883
Darren Matthews WATER REFER DBYD LOCAL AUTHORITY Noosa Council DESIGNER: I Lubacheski
This drawing is the property of Auspower Connect Pty Ltd and 2 PEARSONS ROAD
0499 339 155 STORMWATER REFER DBYD UBD REF Map 5 A-20 PHONE: 0419 707 166
must not be used, retained or copied without written permission COOROY 4563 ISSUE NO. P SHEET 1 OF 5 A1
[email protected] SEWER REFER DBYD PEGGED On Request ISSUE DATE: 20/08/2021
Section 18
NOOSA COUNCIL PILLARS OFFSET FOR LOTS 6 & 7 PILLARS OFFSET FOR LOTS 3 & 7
IF CLEARANCE (STN11 & 18) TO DRIVEWAY IS
APPROVED PLAN
OFFSET PILLAR BASE (SHORTER SIDE) TO ALIGN
WITH CENTRE LINE OF SURVEY PEG (STN 8 & 11) LESS THAN 1m INSTALL PROTECTIVE BOLLARDS
OPW21/0250 21 JAN 2022
24
5 ( V)
0
)
24 AL
/4.7 (H
LV
0 A 3C
71
3-
Lot 12
4-7 /3.75
L 3 (H
6/4
C ( V)
HV RP881300 Lot 11
.75
240 AL 3C (HV)
3-7
)
77 .60
+7
AD
RP881300 Lot 10
/1
RO
RP881300
36
Lot 9
(H
V)
NS
RP881300
Lot 1
52
SO
Proposed Proposed
) RP113733
(SL Lot 11 Lot 12 Proposed
u 2C
AR
16 C #6 Bɸ Cɸ Lot 13
240 AL 4C (LV)
PE
Aɸ
Proposed
24
4 C AL 4
P42655 Lot 14
0
3-7/3.75 (HV)
240 AL 4C (LV)
u2 C(
4-7/4.75 (LV) Bɸ
P87352
C LV
3.5m 13
1-9
(S )
16 Proposed
L)
Lot 15
5AB 8
W
W
U2251866
Lot 2 Proposed Cɸ
C4
14
1
RP113733 Lot 10
U2251865 12
C (L
Aɸ 12 14 U2251868 Proposed
#4 240 AL
V)
4C (LV) W
16 Lot 100
13L
W
15
P63902 Park
W
P2251872 31
4-7/4.75
2B2
W
W
11 U2251864
5 (S
51
H
17
Proposed 9L P2251871
E
(LV)
11B 9 13
R)
H
2.5
W
38
56
240 AL 3C (HV Lot 9 8 17L P2251873
BLUE W
m
) Cɸ 13
Existing nd
uit 10 W W
REN PL
Dwelling Co 11A U2251863
W
1.9m 24 ACE
2x
Proposed mm 8 U2251862
(LV)
80 9 15 19L P2251874
80
17 W
V)
Lot 16 5.5m
W
24
mm
4C (L
29 U2251867
240 AL 4C (SL)
(LV)
Aɸ
240 AL 4C
Co
Proposed 18
(LV)
W W
4 Cu 2C
nd
L
Proposed
240 A
Lot 8 U2251869 5.6m 19
uit
80
240 AL 4C (SL)
(LV)
11C Lot 7
240 AL 4C
mm
Bɸ
19
P2166157 Aɸ
4 Cu 2C
Co
)
Proposed (LV
nd
P90208 C
Lot 6 L4
uit
Lot 44 Proposed 20L P2251875
Cɸ 0A 20
SP305293 Lot 43 Lot 5 Proposed 24
Bɸ Proposed
Lot 4 Proposed
#22 SP305293 Lot 1
Aɸ Proposed
Lot 3 Aɸ
#20 Lot 2
Lot 42 Cɸ 4 Cu 2C
Bɸ 240 AL 4C (SL)
3-7/4.75 (HV
Lot 41
4-7/4.75 (LV
SP305293
67
240 AL (LV)
24
#18 SP305293 4C (LV)
43
Lot 40 Normally Open
#16 SP305293 Lot 39 LP2251870 21 CAUTION - STN 21
)
(LV
1m
Lot 45
)
)
#14 SP305293 Lot 38
HANDSINK
4C
SP305293 240 AL 4C (LV) W H
SP305293 Lot 37 C
(LV)
Cu
240 AL 4C )
(SL)
(LV
#23 SP305293 Lot 36
10
16
Lot 33
FULL DEPTH & FULL WIDTH MAJOR
16 Cu 4C
Lot 35
4 Cu 2C
SP305293
U1420224 SP305293 4 Cu 2C (SL) 22 P1420245 PLANT IN VICINITY
SP90209 240 AL SP305293 240 AL 4C (LV)
4C (LV) 28 450mm MIN & FULL WIDTH
200kVA U1420225 C
14
A
10
U1420223 U1420228 6 TO LOCATE U/G WATER MAIN
P1420241
SPOTT U1420229
ED GUM 16 4 Cu 2C (SL) 23 U1420236
COURT
15
Lot 46 240 AL 6 7 240 AL 4C (LV)
4C (LV) C ARRANGE FOR LOCATIONS PRIOR TO ANY
240 AL U1420231 Lot 34
SP305293 V) P1420239 26 4C (LV)
EXCAVATIONS
17
(L
14
36
#21 4C U1420233
SP305293
AL 16 Cu 4C
(LV)
0
C
4 U1420226
24 3
3-7/4.75 (HV
4-7/4.75 (LV
C
13
P2166156 18
ELM ST
U1420222 P1420240 16 Cu 4C
U1420227 5 18 (LV)
42
13
U2142030
240 AL 4C (LV)
(LV)
36
240 AL 4C (LV)
SPOTT P1420243
(LV)
Lot 47 CONTRACTOR TO 'CUT &
46
C
ED GUM
C
240 AL 4C
REINSTATE' CONCRETE
REET
)
)
COURT
240 AL 4C
SP305293 P1420242
C
Lot 48 C 240 AL
C
FOOTPATH AT STATION 5 The text continues on section 19.