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Approved Plans OPW20-0236 · OPW20/0236
Plans and drawings: the text below has words only, no drawings.
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NOOSA COUNCIL
APPROVED PLAN
OPW20/0236 27 MAY 2021
[OCR of page images]
CULVERT IN ACCORDANCE WITH
IPWEAQ STANDARD DRAWING RS-056 ADJACENT BOUNDARY
NOOSA COUNCIL RE-SHAPE EXISTING TABLE DRAIN 10: ‘ . ———n™™mmnm™—_ BOUNDARY
HOUSE No.2 prVERT 2 NEW OND CULVERT, TONE ; AE-SHADE EXSTNG TABLE REL BUILDING
(ores 0 PfovIoe ono ace sromnwaren cuveRt Oran 10 WYLRT Of EW ONLS® cvemneno powen
APPROVED PLAN RP200329 W ACCORDANCE WITH PWEAO STANDARD CULVERT STONE ITCH
Pcl ver unter wine 200 01a ROAD CL
DRAWING OS 0308 DS-51
ska
OPW20/0236 27 MAY 2021 PRUAY E AMOUR BATTERS WIT obo _ SOG OF aUVEN
CONCRETE & ROCK SPALLS 06m
GRADE 0.758,
DN300 RCP. TELSTRA
EXISTING DAM, BOTTOM OF BANK
2 TOP OF BANK
“Ee LEGEND: PROPOSED
wi ——— eer
a
Oe DRIVEWAY WITH 100mm BASE
4 DEG cosine Seaver cee 2)
ESS ic
{28mm THICK
NEW DRIVEWAY CONTINUATION TO BE
COMPLETED BY OWNER WITH LOCALIZED «
EARTHWORKS TO MATCH NEW : Bp — - —— - —— - —— ~ — DRIVEWAY CL
DRIVEWAY FINISH LEVEL te TABLE DRAIN
a =a) STORMWATER PIPE/HEADWALL|
a
RE-SHAPE EXISTING TABLE DRAIN TO INVERT.
(OF NEW DN4S0 CULVERT. STONE PITCH r
INLET/OUTLET WITH 200 DIA ROCKS
HOUSE No. 1
LOT 63
RP200339
HOUSE No. 3
LoT 62
RP200339
PRONE NO or aoa |
pty. LTD] m 2 KINGSGATE DRIVE, TINBEERWAH
123-001
GWA
m9 2 4 8 8 0m fo yupeaye ci NORTHPONT [me DRIVEWAY LAYOUT PLAN
Seale 1200-1 (1400-0) ASSOCIATES 5 AX MT WORLING
ara AMD ome
WP) Bg:
ngin
A smsnsrone
‘| ss0wzs | esuen ron appRovaL oo wf \ ‘pean vase
sear, Seo 4873 OPW APPLICATION [OPW20/0236] PLAN No 123-001-100 [revsion] A
INPo@aaneNoINe!
To] DATE REVISIONS By fem] —OPW20/0236 | ocaines | ww] Foro on senk or nx cnancenna ry...
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NOOSA COUNCIL
APPROVED PLAN
OPW20/0236 27 MAY 2021
[OCR of page images]
NOOSA COUNCIL
APPROVED PLAN
OPW20/0236 27 MAY 2021
ROAD CENTRELINE:
NATURAL SURFACE:
z 2 5 8 | 8 s 2
g¢ ° = = &, 2 =
“8 2 = 5 #8 z g
oz . x = a5 2 5
on a S 5 ne 5 z
ee : |
Horiz Curve Data x Set © ao a
Vertical Geometry Grade (%) ig =1,643% 5.177% 6.084%
Vertical Curve Length (m)
Vertical Curve Radius (m)
DATUM _R.L.112.000
VOLUMES CUT 1.60; D473 0 877 0
FILL 3.209 5.973 5.575, 3.661 0
NATURAL SURFACE JR & Bo 8 = g 3
CUT / FILL DEPTH JB & 83 a 8 8 3
DESIGN LEVELS ON [sg se 8 2 = mz S
ROAD CENTRELINE [2 2202 = 2 a] 3
CHAINAGE 5 8 g . 2
LONGITUDINAL SECTION NEW DRIVEWAY CL
025 5 78 10 125m
eS Seeraarere
Fone Sal TEEO-AT(T 00-43)
005 1015 20 25m
Vor Scale T50-Ar(1T0D-A8)
sane MURRAVE ;
= f Hey FE iS
TROETNO "eeu
123-001 GWA
“sowe1 | wauE0 FOR APPROVAL TE oo Ma
DATE REVISIONS By [exo] _OPW20/0236 MM
pty. LTD] . 2 KINGSGATE DRIVE, TINBEERWAH
Basra OPW APPLICATION [OPW20/0236]
5 A >< MT WORLING
“DRIVEWAY LONGITUDINAL SECTION
423-001-101 J revision]
PLAN No
Page 3
-
NOOSA COUNCIL
APPROVED PLAN
OPW20/0236 27 MAY 2021
[OCR of page images]
NOOSA COUNCIL
APPROVED PLAN
OPW20/0236 27 MAY 2021
3
©
a
a
- Datum 115
Centreline RL.113.956 Centreline R.L115.931
CH60.000 CH100.000 (FUTURE CONSTRUCTION)
8 a
x 2
2 2 8 g
eo OO foi
Datum 112 oT “Datum 114 —
Centreline R.L.113.807 Centreline RL114.714
CH40.000 CH80.000 (FUTURE CONSTRUCTION)
| |
Centreline R.L.114.781 Centreline R.L.114.176
CH20.000 CH70.000
TROETNO Ey "aan |
pty. LTD] . 2 KINGSGATE DRIVE, TINBEERWAH
123-001 os
GWA
Te cone MURRAYS oer wT WORLING vosmiont ™" DRIVEWAY CROSS SECTIONS
_ #4 ANBAX
a Engin
1 ssowes | waueo FoR aPpRovaL oo Ma
Te] OATE REVISIONS By [ex] OPW20/0236 [ces |__|] reao onsendr or excenanecenrv. Inro@eaneNaineesiNe,.coM AU
2261 DAVID LOW WAY, PEREGIAN BEACH, GLD 4573 OPW APPLICATION [OPW20/0236] PLAN No 123-001-102 [revsion] A
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