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2021-09-07 Planning & Environment Committee Meeting Agenda
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Page 33 of 143
EXISTING TELSTRA. LEGEND
\ EXISTING
eet M ———
<@) “vy RETAINING WALL BY OTHERS -
pepo el eg ' ws Eee PROPOSED DRIVEWAY
EXISTING DRIVEWAY TO BE aie - _ 1500 Sw PRE
REMOVED, KERB AND CHANNEL Dh MIN.FALL 1 IN 400 (TYP) HIN 1"% GRADE EXISTING SEWER +++ __basmnesToRMnaTen
‘AND VERGE TO BE REINSTATED tf SWG swe —'——1—_ bosTIns sewer wn
in ecmene Src ed ———— st . ae I ll an 2.00 —¥——"—— _BIsTING WATERMAN
sures a ON | } | CELE ee | > Se emeeree seein
a ! H CEPR ESS PEEPS gg ge EEE } —'——"-— _ Bese TETRA
I q rt ret beer 1 cH 1 a faromeny NNOMANS
0 i i TT OC FSL:2.55 SL: 2.55 7) HH wal 5
Ww Als ii tcc aL 215 Lats Lt 4 FSL:2.40 -----* PROPOSED KERB ADAPTORS
Z oT |] | HHH HH noes ar Been arxcaur
| | | AA HY | GPT PIT WITH PIPE JUNCTION BOX
8 ale ‘90mm DIA UPVG STORMWATER eo ts ‘ MOT sereseo os screwy
w | | ‘CONNECT TO KERB ADAPTORS | EE eH Sane.
CONNECTION. GRATED DRAIN TO 7) AH
x Coe 1500 sw Pipe Se 1500 SW PIPE
jaivinasianeiesin FE j ECEEETE ey ONLY ion RIN FALL I EP MOFALL24 |
‘ACCORDANCE WITH IPWEA STD iN el HERE CHE
DWG RS-081 |e wT! ECE
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Ste See 7 poiegteie aah ane |
PROPOSED DRIVEWAYS AS PER [secs s Hat UNEWARAING Fee: sy 2 ei pie Begs 2 Lat | CONCRETE SLEEPER
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(TYPE 5) & RS-050 est er ae es 3 BEC eg eta ets) ae can ie Fst:240 Lal
| peste | ag) 34, Prtape tes Gg eet NEE So lad L138 eal i
EXISTING WATER BSc Bs ie a l ee ig tent eee ol at | FLLED ALLOTMENT
METER TO BE SS BoM iO fe ees PRehasis gat 8 pe Gant ae B Toor ag
RELOCATED 4 1 PR dg Beg ies oP Sa Se Bieta aaa eS | STORMWATER EASEMENT (f—------------
Wal Pi aR O Se a ie aE OO rele a a le H
i Sera DRNEWAY foi toc tated as [ob date eo oe ego ee Py aod NEIGHBOURING ALLOTNENT cea
NOENTRY Siow —_ wh F TTS ree eee rae LL aie co - is. A s
oe hte er 7 Ceres pbc eetsce ean a PR J SINS STORMWATER BOTTOMWALER GRATE CONNECT TO 1508 UPVC,
L068 Sumac HTT Pb RO HY yee Sg Late Ne Th ii a REPLACED WITH TRENCH STORMNATERFPE SET BELOW
EXISTING WATER rete Le om MM. hE RE ES . oy f GRATELADONSIDE § TOACHEVE 1 100 FALLS
METER TO BE Lie Tp oS “T= SS: PROPOSED FIELD INLET PIT ae Fsu:240 4 i Poe
RELOCATED ‘i oe ‘ ae fait, Hdd fo ses, OEE STO CORES] TO CORES Hy wes HH 1 1 — «CONCRETE SLEEPER
pet bee BY al 4 St XE. AS PER IPWEA STD DRG DS-050 { t RETAINING WAL
PROPOSED OREWAYS AS PER ia tt ps EXIT ONLY SIGN ETN eb 3p SL240 WD anFALL 26 (YP) Ko } 1500 SW PRE —_
(TYPE 5) & RS-050 Sr ey GP eee eee ee CONES ONT) ct ; IN-FALL 1% (TYP)
a 2 Np mars Seti ca ttt ae a F's Somes tea as of EM 92 mat
. ort 3 ay to | Coe )
Senin si ||. eH SHEE} \
owersat \REMMMN | sozeseucseeacieee SH
may PEA ECE eo
<} 80mm DIA uPVC STORMWATER Sceocccerecocecy 200 1H) TRENCH GRATE
\ |} CONNECTION. GRATED DRAIN TO a He BOTTOMNALL EXTEND
1 A = anne iy * WALL EXTEND
EXISTING DRIVEWAY TO BE eal intra FrHpSSSerr| FRONT ELEVATION — {00nmPAST POSTS
ee re aniel | 4 Be HH 1 | Se
INACCORDANCE WITH COUNCIL .\ 1 71s Pt Pt mf | SWG — TYPICAL DETAIL
REQUIREMENTS 4 a FSU: 285 4) FL: 288 HH ( SORE 160 6)
_ | h He Hy ter wets Lp 1 SWS TOBE LOCATED ADACENT 10 LOM PONT IN
i eT tena {iH Coon
al HAC 5 co Co Cm | ‘IGHBOURING ALLOTMENT TO CAPTURE PONDING CAUSED BY
a eee 4 HO re tt — Sea Renee
PER IPWEA STD DRG RS-065 | a CAL i
EXISTING KERB AND CHANNEL pee 41500 SW PIPE ie
it MINFALL IN 100
~ ary) CAUTION-
ai EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE EXACT
| 7 LOCATION OF ALL EXISTING SERVICES IN THE VICINTY OF THE
NOOSA COUNCIL PROPOSED WORKS PRIOR TO THE START OF ANY CONSTRUCTION
THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO
| APPROVED PLAN EXISNING SERVICES SHALL BE BORNE BY THE CONTRACTOR
i MCU17/0563 & OPW17/0597 |
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