Council archive · source document
001ACB35.001
Plans and drawings: the text below has words only, no drawings.
Text sections not matched to the original PDF pages. See original document to check page numbers.
- " 77
&
DRAWING SIZE - Al
ia
GRANT METER CONNECTIONS AND PROVIDE NEW MAINS SOW) CED-FARE ST | g ve comes 8S Al FRO BT
RELOCATE EXISTING CAP EXSHNG WATER FOr, POD 1 PRES an DS.
WATER METER TO AUG NO BURED 30 STO Fen GB © OC CUSTER
AD MERE WP SCE ROOTS WL
WITH PROPOSED LOT 2 REMOVE EXISTING METERS BRANCH AND WATER Re ay ms FULL SXPareA TE DURANT SSPE MZIT FRO
Mi queer a ees Hf PT
2 oh METER TO COUNSEL 120K) 50 Sq HED Seria ee ‘VE OF SPT Be oS TED
SPECFICATIONS Wa PDT AS) En LA Ue
PP ‘SPRES, 1800 cin DRE a MAGS UA
Pie KERB & GUTTER > we
fo crm AES ausits oELP 3 8 PO
ek
“aes 93°56'10" EJ WM WH br2137 AS SD,
Soran © aie o. —-—- et.
ELP 17.85 15.9 —
rc) em 7S ee Pa ON tap Pop CHER. ‘SOME FROW THES ORARKG.
“35, 4. DO NOT
f° < ALL DEMENSONS
@ x OUT COAEASOKS AK TOS OBTARED FRO THE AROTECRRAL
+/ we setts + ELP oS 4, ANY BESCREP, BETECDN THESL ORANG AND THE ARCHITECTURAL
2 Ne x Kote CRARNGS A TO BE RETRRED 10 RE ENONEER WAEDUTEY.
2H ee 33°30" Ss 8. DE GULIER 6 RESPURSELE FOR LOCATIG A. Dasa SONECES
MH o 3.86 NO ADOT THE ALO WO SUL DURE RUT AL IEW
Li: 18/70 ARE BI ACIOROWE. TH ATUCED CattAL
*, es
AD | FOOTPATHS AND DRIVEWAYS:
Oe + ‘ \é § DOSING FOO ATS TD AL SAN OT FRER T EDIOTK.
i) 2 CROSSIKS WE NCI rR HOLES
+f i* w| % 3. CORCRETE DRIVEWAY FO BE i2Senn THK EXQUONG ANY FISHED
WRATIRATS, Be
8 4 COMCRETE SURFACE TOLERANCE ¢5Sifoan OVER 31
821m? WD AS UA AO AS
© 12D & avORDI FRE 1S
1304, PLACED CENTRAL SLAB DEPTH.
Na 15 666 WM DRS , EXPANSION JOINTS 10 BE 10mm WOE WET TOOLED STH EXERT 260 MESH
eC in 5 HAYS. WR CUT ALONG ONT.
ONE ACCESS POEM] PEASTEED FOR EAH
PPE Nao % AFTER BRANCH CAPPED oY o CWM 1B FOR CURVED DRCVEWAYS, SATARA GRIDES APPUT FO BRSDE OE OF
® e eh, A) ROWOVE EXISTING MANHOLE > 724m? NS . \ -N WO ALL SERVKES TD GE LOCATED AND PROTECTED AS ROOURED FRER TO
“REW +t AS Poe STE & To GE SOURD CAR OF AL ORANC MATERA.
Py = HE SKAAE & 10 BE PROOF ROLLED WH A WERABNG SU OR
wel > 2D TO ACHENE & Mamet RELATING PED CONSTY to
& w\ Na m™ ON COMPACTION (5 70 BE SUFROENT TO ACHEM. A GLOW COUNT OF 7 BLOWS
TO SURFACE OFF EXISTING * Is PER S0Ormm WITH A APPROMED FOR & DEPTH
o\ EXTENSION |= OF 1.0m HELO CXCAVATID LEVEL COPES OF COMPACTION TEST RERUTS
i HAL EE PRES TD XG TG DEGHEERS FOR APPROVAL.
Xx AND PROVIDE COUNCA BRAN $f = UPON THE MPPRORAL OF RS BY SG
a mu
cas oN ved HOUSE SERVICE CONNECTION SHADEB~AREA DENOTES 3.0m 75 CONSULTING SOMEERS THE ALLOTMENT S 3 Bf PULED WO HL SPECIE
SA OFF £0. = DE PRL MATERA, CLEAM GAMULAR MATEO, (LE SAND 10 A CLAYTY
IL: 14.40 125 THK N25 CONCRETE-SL8 | “&e SUBD W ACCORDANCE WH ASI7Z8) BE FREE OF ANY CRRA WATERAL
woe AND HAE A CLAY CONTENT OF LESS BHA 128 (FLASTIOTY INDEX LESS
THAN 29K, UNTAR Sr(ORKAGE OF (5%) THE PROPOSED MATERIAL && 10 BE
+ MESH WIDDLE, REFER SECTION ' w+ DOPETTED EY SOC COMSULIXG BNGMEENS PROR TD ITS REMOVAL TO
of
DOWELUNG DETAIL TO 2 ‘EWSURE TTS COMP:
sb + /o = TE FLL SS TD @ PLACED AKD COMPACLDD Wi ACOORDMNE TH
SUR of 7 » EXSTING~. ‘MH ASSTR-1996 TD A LEVEL SUFFIORMT 10 AHEM A LEVIL 1 CORTFICATION
“A RP \Ge 10. nv’ we * HH Ik: 10.23 fo WH A SOOM RLATME FELD OOOSTY OF 1k CORES OF COMPACTION
o> MH Lb: 12.36 SWRL_ TEST PESATS SUL 6 PRESENTED TD SOE COGULENG DIMETES FOR
LL: 71.21
N+, IL: 9.25 Lt: 12,49 — FLUNG AMO COMPACTING ADJACENT STRUCTURES G 10 BEN
2 ivi UA) IL: 11,69 - SIRCT ACCOROANCE WITH THE ASSOCIATED SETARS AD SPEGFCATIONS.
S\~e 2 pl a Sf ” , EXISTING aA e Jan + WS STRUCTURES OR TREES ARE ROOM SHALL BL
es
oN CONCRETE (5 = &S S 7ay SP179879 BACKFLUED WH THE APPRONED FILL WATEEAL COMPADED W) ACCORDANCE
‘WH ASZ5A-1906 TO ACHEME A MBAR! RELATE FELD OOISTY OF PST
DRIVEWAY ao = ANY LOOSE OR SOFT MATERAL UNCOVERED 9% THE STE PREPARATION
BM: SCREW IN KERB NX \e Net ee moer.+ 1 6.28 ax SHALL EE REMOVED AND REPLACED WITH WHE APPRONED FILL MATERIAL
CELFACTD BM ACCOROAMCE Rs ASZB70-1iSS WO ADHEVE A MCLE
RL 13.15 ———_— “3° -—- GRLATE FELD DENSITY OF
a A A 211,53 s* 14.85 LL: 10.88 14.85 = STE ORADUGE AND SALT PROTICROW MEASURES SLIST DE STALLED PIGOR
Wy ov me NG 9.31 aN WP LL: $2.08 sv X . POEM
IL: 9.76 IL: 10.40 IL; 14.18 xv f 7 1 PROR TO PLACEMENT OF PAWDOOT WAIDRAL TAL SURE 5 10 BE
SWPP T LEVEL AMY ORGANE MATTER OF DEBES S To EE EMM
o SWP AND REPLACED WOH APPROVED COMPACTED WATIRAL THE SUBORADE
MHOm 322°55'20" S LL: 12.16 ‘SHALL GE PROOF ROLLED TO A MOLY OF $52 ORY ODGITY
IL: 44.28 7 SP179897 2 PAVEMENT aoe ona ca ee Ulla Wl PONS.
1.786 CETLRANID GY
UEPARTAENT SPECFICATION WASI.C5:
2 = BASE COURSE 1D CONSST OF AGSREGAR TYPE 21, GRADING 8 ORC
CONTRACTOR TO PROVE SLT 3. PAVDINT MATERQAL SHALL EE EXTEMED A Mah OF HOM
RP96868 FENONG AROUND THE LOW SIDE OF WE EOE OF ORE AD SHALL BA Mem OF 10 TE LO
Lay 4, BASE AAD SUG-BASE COURSES ARE 0 BL COMPACTED LATS WOT
ALL EARTHWORKS TD RETAN SKT IN THICKNESS 10 ACHIEVE BGT ORY DENSTY GR GREATER
Q AND DEBRIS, REFER SILT FENCE WH OE EST PER 20s HOTS OF
5 AL COMPACHON TESS RISLIS 1D EE RESEVED W RE Cuan
DETAL. POR APPROVAL PROR WO PROCELDIKG 3D THE NOC STAGE OF ~
\X&s
——___ p= puncil \S “DO NOT SCALE FROM THIS DRAWING
“OPERATIONAL S \ De tesign oot ove tankaeed = ie wal ereckted emt
ALL WORKS ASSOCIATED WITH org se oy a ctw rat ee Oe in en
4.00 s NSH ae made Hey wire Re CONNECTIONS TO COUNCH WATER
_-- INDICATES EXSTING SURFACE CONTOUR MAINS TO BE CONDUCTED BY
AND LEVEL TO AHD. (1.0mm tN VALS) Hyyarks NO: a? _ OSH. SY COUNCIL OR A COUNCIL APPROVED A SR A
SNDICATES PROPOSED FINISHED POH
[255 evelopment Permit OF:
SURFACE LEVELS TO AHD. oO
ro BUSING SURFACE SPOTS) PE COMMENDED FOR APPROVAL po EI
+
yt
OMH EASTING SEWER MANHOLE cep ween waemaneeneneees OR AY ISON 10.0 pt
|
peewee cere t etna ees may the Plan & S; “feations be departed [ame [oate fees fren |
Ss —_— BASTING COUNCR SEWER Under no crcunstar
— {rom vathin the watten approval of Council.
HY BASTING HYDRANT zl
WM BOSTING WATER WAIN PLANS APPROVED OST ORIVE tA TING
CONSUL
ote Oeeeay WOLD WT TE EXISTING TELECOM PiT Date ae eesecar ee neenee Se OOF oo iiccetttve a | SOG ictal - cit
{Onn MET — AGN £2 050 £81 679
ELP DOSING ELECTRIC UGHT POLE Sones sence eres ~ 4I44 PROJECT AVE, NOOSAVILLE QLD 4565
(uasme FLED) EJ EXISTING ELECTRIC JUNCTION BO: L.A. KEAO Ph (07) S455 5604 Fax (07) 5455 5656
[ omen sve swe EXISTING STORMATER GRATED 1 Name see OPERATIONAL WORKS
ee SSS —=— BOSTNG STORMWATER PIPE Signature: .......... Authorising Officer Ri 10.40 PROPOSED RE-CONFIGURATION
--
ewooon __| Riz DOWELS <00{2) Delegated | 1/3 LENGTH | 1/3 LENGTH | enc | Lots 1-5 SP179879
DOr WOR {GALY) ORAL AKO EPoxy OOWELLED JOUIT
PROGE SUPPORT FOR 10 TD
OXSTG SLAB EDGE. EXST AD CAST ITO KEW TO EOSTING GRANT ST, NOOSA HEADS
ORIVEWAY DOWELLING petar's* REFER SECTION A-A
SECTION DRIVEWAY EXTENSION CENTRELINE PROFILE i
Sere 1: 100See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
001ACB35.001.pdfRelated documentPublic source context ↗
09/0514 - Approved Plans [As Published]Related documentApplication case desk ↗
About this file
- File size
- 146 KB (small file)
- File type
No other editions are linked here.