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Approved Plans OPW21-0021
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NOOSA COUNCIL
APPROVED PLAN
OPW21/0021 19 APR 2021
[OCR of page images]
at ij LEGEND
) =| s
z| = PROPOSED DRIVEWAY
@ E| 5. 15mm THK N32 (SLT2) CONCRETE
32 8
x| x PROPOSED SW. SIDE ENTRY
S|) ol 133 127 OVERLAND STORMWATER GRATE.
| \ kk 1.29 PROPOSED 1256 uPVC TO CONNECT SWG
= = == = — } 1 EXISTING STORMWATER
_ | afummnny ; ss srs Seen AN
|) exstusoavevavos = PTT EXISTING SEWER SERVICE
L EXISTING DRIVEWAY TO BE wv
REMOVED. VERGE 70 BE EXISTING WATERMAN
TOPSOILED AND TURFED. 0 exis IG Enencex - 07
KERB AND CHANNEL TO BE —r T EXISTING TELSTRA
REINSTATED TO MATCH
EXISTING AND JOIN EXISTING CONTOURS.
‘SMOOTHLY TO EXISTING. OO
— | FRR oeostanesnsow
1.29
_ | bE
a
EDGE RESTRAINT FOR >
| TOE OF FILL PERMEABLE PAVEMENT W
BATTER 2
Ly 1 3. EXISTING DRAIN UNDER 5
133 propose DRIVEWAY TO fo)
I = __ BE SAWCUT AND REMOVED a
« & 5
rs} DRIVEWAY RHS z
oO it
| % o i NOTES
y ee = SAN DWEAD Ste Deg HSL009 sna RS-I30 and ASSTET
+ 7 wil wg RS-049 and RS-050 an
4 “ 1.3 2. Driveway set out to be inspected by an RPEQ prior to pour.
: ‘ * 3. Minimum 1m clearance to be achieved between edge of
“ 4 * : ( driveway any street light, power poles and drainage side
a * oad inlet pits.
5 <4 s wo 4, Ensure batters in the verge area achieve 2 smooth
ao 4 a Q E transition between edge of driveway and NSL. Verge
: al s PROPOSED DRIVEWAY AS PER batters to be in accordance with Council requirements.
s ? IPWEA STD DRG RS-049 & RS-050
¢ at
GARAGE
FFL: 2.70 a <
4
gf + 8
al 7 4 13
oy i a
— a]. «
LT la, Ww L t
“y Ana 1.36 a
NK i TOE OF FILL
Tele Pit BATTER —
L RESIN BOND DRIVEWAY. TO BE
L )X INSTALLED IN ACCORDANCE WITH
Hemera fie ee) —
RAISED BY 0.11!m BY
UNITYWATER @ I
DEVELOPER'S EXPENSE |
I
‘EXISTING
TREE TO
NOOSA COUNCIL | “
OPW21/0021 19 APR 2021 (eft
y SCALE 1:100 AS.
Jatum AHD | Scale] As Shi Status: FOR APPROVAL a
Pats [seat] As shown ABN: 13 609 593 339 | Project | Proposed Dwelling Drawing Tite | Driveway Layout Plan
Date | July 2020 Drawn | JAG | Checked | BG CIVIL PO Box 5028
ee ee ene etatrm | Designed] JAG | Approved] BG CONSULTING Maroc ae Location] 17 Cloudsley St, Noosaville
oveporabityo'labity wise mained cenyiee [BEATRICE GIBBERD RPEQ 14567 Bown | rar = Mobile: 0403 862 009
vr cscpecton nh nneny bo wned for Bo on oe Bate Desaiaten mses Email: [email protected]| Client | PF Residences ProjectNo. | 2020036 | ove No.| O4 of [O07 |issue] B
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Page 2
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NOOSA COUNCIL
APPROVED PLAN
OPW21/0021 19 APR 2021
[OCR of page images]
5
—
E
§
z
= g g z
5 z z 8 GARAGE FFL 2.70
§ 5 :
SS t——]
HORIZONTAL CURVE DATA on Vw
PERMEABLE
VERTICAL CURVE LENGTH (m) CONCRETE PAVING CONCRETE
‘VERTICAL CURVE RADIUS (m) LA RA RO
VERTICAL GEOMETRY GRADE (*) 10% 25% 65% 16.9% 10%,
VERTICAL GEOMETRY LENGTH (n) 75 35 Zit a5 75
DATUM RL = -3.200
FINISHED SURFACE LEVEL & 3 2 | 8 2 g
JEXISTING SURFACE LEVEL | gz 3 8 a 3 og CS
-=———18-20mm RESIN BOUND AGGREGATE
CUT / FILL DEPTH sg) 3 g| 5] z ze L
s S| 3 3 s| L- ——40mm ECOGRID PAVING SYSTEM
[20mm BEDDING LAYER
CONTROL LINE CHAINAGE | 2 ol z e 2 & (IN. 100mm THICK COMPACTED ROAD BASE
LONGITUDINAL SECTION LHS TN
'NON WOVEN GEOTEXTILE FABRIC
RESIN BOND
PAVEMENT DETAIL
5
E
z
21
= 2
i &
5 z 8 of z jin Bond Works Procedure
3 z Zz z s GARAGE FFL 2.70
& s SB Tree protection measures to be installed,
7 | J 2. Removal of existing soil and site preparation to be undertaken in
j— - conjunction with supervision by the Project Arborist.
HORIZONTAL CURVE DATA I~ Soe 3. Placement of compacted road base (min 100mm depth).
PERMEABLE 4. Supply and install Geotextile and 40mmEcoGrid, compacted 10mm
VERTICAL CURVE LENGTH (m) CONCRETE PAVING CONCRETE 7—=| aggregate infill
VERTICAL CURVE RADIUS (rm) A AbKAAN 5. _ Installation of edge restraint, if required.
VERTICAL GEOMETIOY GRADE (%) T0%. 2% se _lisul atom 114%, 6. Supply and install resin bound 5-6mm natural stone to 25mm cover
VERTICAL GEOMETRY LENGTH im) 15 35 zit 15 05 15 to match proposed concrete driveway and crossover.
7. Trowel finished to smooth surface.
DATUM RL = -3.400 8 Apply slip resistant material.
FINISHED SURFACE LEVEL | a} 8 z 8} og) 8] 68) gl Works are to be undertaken by Sunshine Coast Landscaping - Resin Bond
~ ~ -| | 4 S| a Driveways. Colour to be confirmed with property owner prior to driveway
construction commencing.
| 3 3 ee
CUT / FILL DEPTH g} 8 5 og 68) Ug
ICONTROL LINE CHAINAGE. a =| os a 68
LONGITUDINAL SECTION RHS
OPW21/0021 19 APR 2021 (eft
SCALE 1200 A3
Datum ] AHD | Scale | As Shi Status | FOR APPROVAL s said ‘i
I I 's Shown ABN: 13 609 593 339 Project | Proposed Dwelling Drawing Tite | Driveway Longitudinal Sections
July 2020 Drawn | JAG | Checked | BG CIVIL PO Box 5028
SamGA SEER omewal ane [aeronal BG CONSULTING — Maroochydore BC | ..s10n] 17 Cloudsley St, Noosaville
BEATRICE GIBBERD RPEG 14557 [© [Sei] armen mal Mobile: 0403 862 009
ios] Date Description sone tay [ one Email: [email protected],au | Client | PF Residences Projecto. | 2020036 | ove No.| O5 of [07 |issue] A
Page 3
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NOOSA COUNCIL
APPROVED PLAN
OPW21/0021 19 APR 2021
[OCR of page images]
NOOSA COUNCIL
APPROVED PLAN
OPW21/0021 19 APR 2021
DATUM
RL0.500
DESIGN
1240
1873
12204
SURVEY
1348
1394
1201
201
OFFSET
-0.908,
0.000
8.192
Centreline Data
X= 259,692
CHAINAGE
Centreline Data
X= 260692
DATUM RL 0.500 “=
DESIGN al 3 8 8
SURVEY a i 8 Fa
OFFSET 2) g 5 5
CHAINAGE 3
Centreline Data
X= 253.692
DESIGN
2056
926
SURVEY
aa
1414
OFFSET
}.000
5.007
Centreline Data
X= 254.692
2= 1.888
DATUM RL 0,500
CHAINAGE 9
241%
DESIGN
1.906
765
SURVEY
1428
4291
OFFSET
200
00s
Centreline Data
255.692
CHAINAGE 8
4 1.85%
1%
Centreline Data
9.550
DATUM RL 0.500
DESIGN g 3
SURVEY 3 g
OFFSET 3
CHAINAGE 13.142
0.20%
Centreline Data
150,692
DATUM RL 0.500
S211
ale - - DESIGN g 4
DATUM RL 0.500 a 2
DATUM RL 0.500
DESIGN a] 8 g a |
DESIGN alg e| 8 §) 8 z a SURVEY q 8
SURVEY 3 3 FA sl
SURVEY 5/3 gg SLE ‘8 OFFSET é 5
a OFFSET gg 3 3 HAINAGE 12
OFFSET aig al a] 8 3 2 CHAINAG|
— > CHAINAGE 7
CHAINAGE 2
Centreline Data 083%
652
Centreline Data Centreline Data
X=251602 ws 139% tne -
Ye fos 102% A aed DATUM RL 0,500
DATUM RL 0.500
DATUM RL 0.500 DESIGN 5 8
DESIGN sis als DESIGN 3) 8 a 8 s s
ES 32 SURVEY 3 3
SURVEY sg ale SURVEY | 2 a 8 + =|
== == s OFFSET g 5
gle als OFFSET a) 3 a) ai SI s
OFFSET g z =) 8 3} Og
BE as Ls — CHAINAGE 11
CHAINAGE 1 CHAINAGE 6
Centreline Data Centreline Data con
x=2s2002 Xe 751602
Ziiset 1.02% = i ee
DATUM RL 0.500 DATUM RL 0.500 DATUM RL 0.500
DESIGN 3 els DESIGN 3) 8 g| 8 DESIGN gl z
SURVEY q as SURVEY a) 8 3 8 SURVEY q yl
OFFSET 3 alg OFFSET a) 8 3) gf OFFSET 3 8
CHAINAGE 0 CHAINAGE 5 CHAINAGE 10
0 2 4 6 8 ‘0m
SCALE 1200 83
Datum ]AHD | scale] As Shown [status | FOR APPROVAL 5
l I — ABN: 13 609 593 339 | Project | Proposed Dwelling Drawing Tite | Driveway Cross Sections
July 2020 Drawn | JAG | Checked | BG CIVIL PO Box 5028
Se alceere UL Me Reve, [Designed] JAG | Approved] BG CONSULTING Maroc ae Location] 17 Cloudsley St, Noosaville
BEATRICE GIBBERD RPEG 14687 [8 _[onis| mare mal we Mobile: 0403 862 009 ;
icons] Gate Desaiaten rene tev tchet Email: [email protected],au | Client | PF Residences Project No. | 2020036 | ows no.| O6 | of | 07 su] B