Original source · versioned page text
Approved Plan OPW22/0100
NOOSA COUNCIL
APPROVED PLAN
OPW22/0100 15 JULY 2022
.2 6
15
WM
WM
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Document Set ID: 21935886
Version: 1, Version Date: 20/05/2022
[OCR of page images]
DRAWING SIZE — Al
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
81 on RP71151
Level Datum AHD
Level Origin PSM115316,
Drg No. 2121SDET
HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &
Survey information provided by Noosa
Cooloola Land Surveys Pty Ltd | /
RL 3.593m
48.07
__ 30h +
418.0
RAMP. sx.
YD
S/EX
—— Sw/ex
RW ———
NOOSA COUNCIL
APPROVED PLAN
OPW22/0100 15 JULY 2022
LEGEND
INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.
INDICATES FINISHED SURFACE GRADE
EXISTING SURFACE SPOT LEVELS.
INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED
INDICATES DEPTH OF CUT (NEGATIVE) OR
FILL (POSITIVE) AS NOTED
INDICATES AREA OF FILL
INDICATES AREA OF CUT
INDICATES LOCATION OF SECTION
LINES, REFER DRG OW3.2 FOR DETAILS
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
INDICATES POSITION OF RETAINING WALL
DRG OW3.4 FOR DETAIL
REAR OF TOWNHOUSES UNITS SET AT EXISTING SURFACE
LEVEL WITH A FORMED ROCK LINED SWALE TO ALLOW FOR
OVERLAND FLOW TOWARDS BIO-RETENTION/DETENTION
BASIN. PROVIDE UPSTAND TIMBER SLEEPER WALL ALONG
BOUNDARY TO RETAIN OVERLAND FLOWS WITHIN SITE
REFER SECTION B-B
BLOCKWORK RETAINING WALL SURROUNDING
BIO-RETENTION BED TO CREATE STORMWATER
DETENTION REFER STORMWATER DRAINAGE
PLANS, CONSTRUCT FIRST PRIOR TO
CONSTRUCTION COMMENCING ACROSS SITE TO
ESTABLISH SEDIMENT BASIN
| AF / ttl Wy
x Kk x be Pl Ԥ
oe ea we ft ‘ ,38'10'00” 95.916 2 oe Ra ——— _%
_ _ 5 ‘ sa | a ; ot ~) "253 4, nee / x
—— RW —— RW 0.807 ‘4194 —_/pw = = == = ae | -0.723 ¢
0.176 : 1.250 | =0.149 = 0.696 ¢
0.369 0.400 0.263 0.214 |
~ 0.525 0.933 0.774
\ -— -—
0.482 1.429
t= 1.140
|
i | = 0,265
2 <i) 0.006) 28 -0.078 0,649 ao) 708 07 -0.120 0.223
0.151 0.950 0.932 -1.116 i
0.014 WO) py
0.148 -0.200 0.249 =k LOT { 00
-0.183 -0.114 : | RP106085
0.450 X |
_~ 0.520 1.285 0.431
0.277 0.535 0.188 0.682
lc a FBS iS ——— aN _ __
| SW/EX rE sw/er. 23.976 SW/EX SW/EX ‘SW/EX
0.837 BLOCKWORK FENCE ALONG
0.275 REAR BOUNDARY FOR
STORMWATER DIVERSION
0.981 -0.187 TOWARD DETENTION BASIN,
ae 0.146 REFER SECTION C-C FOR
~ DETAILS.
0.690
0.520
~0.702 0.764 ~0.331 -0.142 TT —0.655
=0.155) (9 298 -0.497 0.257
CONTRACTOR TO PROTECT ALL EXISTING
NEIGHBOURING STRUCTURES FROM
UNDERMINING DURING CONSTRUCTION
REFER CRITICAL DEPTH LINE DIAGRAM DRG
OW3.4
SITE PLAN — BULK EARTHWORKS
Scale 1: 200
FINISHED SURFACE LEVELS
ALONG SIDE BOUNDARY TO
FALL TOWARDS DRIVEWAY
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE
SLAB AS DETAILED
IN STRUCTURAL
DOCUMENTS
FFL AS
vw NOMINATED.
4
a
FPL AS
NOMINATED.
: TK. FOOTING AS
DETAILED IN
STRUCTURAL
DOCUMENTS
( wr LEVELS DIAGRAM
TYPICAL SECTION
RETAINING WALL AT EDGE OF UNIT TERRACE
AREA SET IN FROM REAR BOUNDARY,
MAINTAIN EXISTING SURFACE LEVELS
BETWEEN WALL AND BOUNDARY, REFER DRG
OW3.4 FOR WALL TYPE
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
Annant—1_p>——7_'"m1:200 © At
1:400 @ A3
KE
EX. SWPT EXISTING STORMWATER PIT
EX. RCHW REINFORCED CONCRETE HEADWALL
EX. SMH EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
£.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE/PILLAR
TS. TRAFFIC OR STREET SIGNAGE
WM. WATER METER
KERB EXISTING KERBING
RP1
BLOCKWORK FENCE /BASIN
RETAINING ALONG REAR
BOUNDARY FOR DETENTION
BASIN WITHIN SUBJECT SITE,
REFER SECTION D-D FOR
DETAILS.
A Revisions for Council RFI 19.05.22
Revision | Description Date
Iss\
* FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 699
© sce
DEBUILD T/A
CONSULTING
Title:
BULK EARTHWORKS
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: Apri 29 Drawn SR Design SR
RPEQ 5835
S Richardson
Rev. - 10.06.16
31131 -OW3.1) A.
Document Set ID: 21935886
Version: 1, Version Date: 20/05/2022
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Page 2
NOOSA COUNCIL
APPROVED PLAN
OPW22/0100 15 JULY 2022
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Document Set ID: 21935886
Version: 1, Version Date: 20/05/2022
[OCR of page images]
DRAWING SIZE — At
NOOSA COUNCIL KEY
APPROVED PLAN DX ROAW ENFORCED CONCRETE HEAOWAL
OPW22/0100 15 JULY 2022 Bk SCP EXSING SEHER CONNECTION PONT
E.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
www.dialbeforeyoudig.com.au
BEFORE YOU DIG 20.007 — 20.00 FH. FIRE HYDRANT
TP TELSTRA PIT
| EP. ELECTRICAL POWER POLE/PILLAR
Pe ERG RRND “ TS TRAFFIC OR STREET SIGNAGE
Was c WM. WATER METER
5000-4 ] ——— eee 15.000 KERB EXISTING KERBING
‘ eS ,
12.5004+ 12.500
10.00 —= —— — 10.00
. . . — > ~s a s+ = lO oO wo co Oo mD é~ ss N co TE = ~s — co st ~~ oO N N
Elevation — Existing : S Ss Ss &€§ 8S &€§ =F = 2 JF JF F BF F 8s F GF Ff Fg ss 2 3 sg gs 5 FF SF FF 8 SF Sg
oO oO Ww Ww uw uw wD wD ~ N > Oo co) Oo oa oO s+ N wo WwW wo wo wo wD
Proposed Elev. : s gs gf FJ gs Ff s JF Fg Ff F F JF F F BF GF Ff fF F BF Fy? eyys Fy Fs =F Ff =
o s+ m9 st = a wo oO 9 = Ww aD a co > nm = CoO sD —
cut-Fildetts: [ [| § f= J § § § 2 F 2 2 F Fs gfe gq ys se 2 ys 2 qf fs g Fs
-- + ee eS = SS el
15,000-4-— ff ae ae 15.000
LL SS = ey =
12.5005 Se BIO/DETENTION BED 12.500
Elevation — Existing : 4 so gd s gs 3 § gs 8g as & BF BF FF BF BF gs a 3 23 3 F FJ = JF FB B&B BF 8s As JF F JF {GF | FJ 2 | J =
> > co 9 ~ wo oO oO a a a> wo co N ™~ _ N QS wo wo wo co N aD D> Oo > co N Oo Oo
Proposed Elev. : 3 3 2 4 og F sg ss JF F gs es gy FF es gs Fy FJ F fF F fF FS FF SF F BS Ss Ss F F Gg FJ F JF Js GF BF gg s
: . N 4 a g 2 8 5 = = g = eS g eS 8 Ss Ss S 3s S ~ a x oO we 8 nD S S N 2 wo ~ Lo = Q N = ~ eo S
Cut — Fill Depths : 7 oF oF 6 U6 UF UU UO eS Ss OS Gs OS Ue Sl} Uc lc GS Ut SO
SECTION X2 / Ch-29.15
15.000-4 SS. 15.000
12.5004 ates a i — 12.500
ee BIO/DETENTION BED
Elevation - Existing: BS 8 stlhUSelhUlhUmlUclUDBlLUDSDLUCUMBCCU MOS a SF § SF FF BF Fs BF gy FF JF BF aA F BF e« F F F GF F F F FF YF
evation XISUNg : Bo sf SB SO Ct J ~~ SF FF SF F F F SF F FF BF Ff FF g HF SAS JF SF BF JF SF F Fg SF Gg Ss
p d Elev. : eS ae 7 2g gf S 2 F a BF F SBF sv BS BZ Fs vo FB B Bs _Ta#? as «agsa#gxuza#s:s sFs«y¥ga gsi a B 8
roposed Liev. : a J os ss wo Fy oF gs BF sg =F F FJ FY SF AF SF oF Fs Ff SF oF gt fF 5S Fg Fg JF JF Fg F Fs F BF
. — — — — nm ao nO ~~ N
Cut — Fill Depths : Bs} 8 sg a sf ctl hvclUctlUmwSlhLUmrhlUCUcllCUcrwlC Dl rl CUccdlCUcwvlUCrcrl Cc wllCcwwlUCUcrwlUCUcWwllUCUc ll Cc tlCUcrwlCchl Cc rVmVlCUcrlhl Cc rwlhCUCcrwklhUcwlUcwv CUD BC OBS
. Ss S S Ss S Ss S Ss Ss S Ss S Ss Ss Ss Ss S Ss Ss S So S Ss S Ss - Ss Ss S — — ° ? 7 T Sc
SECTION X3._/ Ch-40.12
A BINS MOVED TO FRONT OF SITE 22.02.22
Revision Description Date
“FOR APPROVAL
LEGEND
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
INDICATES AREA OF FILL drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
INDICATES AREA OF CUT
email:[email protected]
web:www.scg-engineers.com
AABN 40 098 481 899
~ Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
Title:
EARTHWORKS SECTIONS
Project
THIS DRAWING AND ASSOCIATED DETAILS .
MUST BE READ IN CONJUNCTION WITH THE 89-93 Eumundi Noosa Rd,
NOTES CONTAINED ON 31131-N NOOSAVILLE
Date: Drawn Design
April 22 SR SR
Checked: Drg No. Rev.
Srchordsn | | OTTS1-OW3.2)
Rev, - 10.06.16
Document Set ID: 21935886
Version: 1, Version Date: 20/05/2022
Page 3
NOOSA COUNCIL
APPROVED PLAN
OPW22/0100 15 JULY 2022
.2 6
15
WM
WM
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Document Set ID: 21935886
Version: 1, Version Date: 20/05/2022
[OCR of page images]
DRAWING SIZE - Al
NOOSA COUNCIL KEY
APPROVED PLAN EX. SWPT EXISTING STORMWATER PIT
www.di ; EX. RCHW REINFORCED CONCRETE HEADWALL
.dialbeforeyoudig.com.au EX. SMH EXISTING SEWER MANHOLE
OPW22/ 0100 15 JULY 2022 EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K &C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
BEFORE YOU DIG FH, FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE/PILLAR
TS. TRAFFIC OR STREET SIGNAGE
WM. WATER METER
| J | KERB EXISTING KERBING
e
r |
HEIGHT DATUM LZ Mette RP'
Lot 1 on RP130594 & Lots 80 & x x x be x
81 on RP71151 we r 79°10'00" 95.916 ae oe
Level Datum AHD II] nh? SRW RW RW ——RW ——RW ya]
Level Origin PSM115316, RL 3.593m wy - 2 ew RW ——_ RW RW ——RW ——RW ——RW ——RW ——R'
Survey information provided by Noosa Ty | s 2
Cooloola Land Surveys Pty Ltd LS > = |
Drg No. 21215DET F z= &
| | ew 2
RW — RW
2 2 2 |
| | | re
2 Hil
| oi :
2
10°08” |
Q12 i
Ss/ EX S7EX S7TEX S7EX S7EX STE SV/EX S/EX [ SXKX DJ S/EX S/EX s/A y . \
: Y _
= =m .| rq
3 /- gg : ’ LOT 100
NX g |
x 5 g J RP106085
RW —— RW —— RW
RW ——RW —— RW — RW RW —— RW == RW —— RW
ST
; SWEX TEE suet 235.976
v 6:im_ MIN
5 4
he —
. 1m MIN |
n |
|
a IK
FA vanieee FA | | GZ
en 9ST 84 98 J
(Tx “| OE
SITE PLAN — BUILDING PAD LEVELS
Seale 1: 200 ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE
Revision Description Date
LEGEND
ee Issue:
_---7 INDICATES PROPOSED SURFACE E INDICATES OVERHEAD ELECTRICITY SLAB AS DETAILED
4307 CONTOURS AND LEVELS TO AHD. SUPPLY LINE pv FOR APPROVAL
IN STRUCTURAL
DOCUMENTS
5.0% > INDICATES FINISHED SURFACE GRADE S/EX INDICATES EXISTING SEWER LINE FFL AS DO NOT SCALE FROM THIS DRAWING
NOMINATED. The design and associated details contained on this and associated
0 Ss INDICATES SEWER LINE PROPOSED AS vw . drawings are copyright and are not to be used or reproduced without
+\8! EXISTING SURFACE SPOT LEVELS. NOTED MIN 1 IN 60 FALL UNLESS NOTED woo, the written permission of SCG Consulting Engineers.
OTHERWISE ae GT
RAMP. INDICATES DIRECTION OF RAMP UP OR Unit 4/11 Project Ave,
aE DOWN AS INDICATED ——_ w——_. INDICATES WATER MAIN APPROX > SOG ph (07) 5458 4604
ALIGNMENT, BUILDER TO CONFIRM EXACT < | 1 (07
(0.750) INDICATES DEPTH OF CUT (NEGATIVE) OR LOCATION PRIOR TO WORKS “ FPL AS 3 L F | consurting §— [email protected]
FILL (POSITIVE) AS NOTED | NOMINATED. i ENGINEENS — Webtwww.seg-engineers.com
> INDICATES TELSTRA LINE APPROX 4 va
ALIGNMENT, BUILDER TO CONFIRM EXACT . itle:
INDICATES AREA OF FILL LOCATION PRIOR TO WORKS ef ASI BUILDING PAD
|) Li
INDICATES AREA OF CUT sw INDICATES STORMWATER DRAIN PROPOSED Fe TX FOOTING as EARTHWORKS LEVELS
AS NOTED MIN 1 IN 100 FALL UNLESS DETAILED IN
b (ew-29 A INDICATES LOCATION OF SECTION LINES NOTED OTHERWISE STRUCTURAL Project
———-— DOCUMENTS THIS DRAWING AND ASSOCIATED DETAILS .
— sw/ex —_—___ INDICATES STORMWATER DRAIN EXISTING MUST BE READ IN CONJUNCTION WITH THE 89-93 Eumundi Noosa Rd,
AS NOTED C ‘ FINISHED LEVELS DIAGRAM NOTES CONTAINED ON 31131-N NOOSAVILLE
INDICATES POSITION OF RETAINING WALL TYPICAL SECTION -
RW DRG OW3.4 FOR DETAIL Date por 27 | DEM gg | Desion ce
Checked: Drg No. Rev,
0 2 4 6 8 10
: 3 Q 5835
1:400 © A3 3 S Richardson 3113) -OW3.3 °
Document Set ID: 21935886
Version: 1, Version Date: 20/05/2022
Page 4
NOOSA COUNCIL
APPROVED PLAN
OPW22/0100 15 JULY 2022
.26
15
WM
WM
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
1.73 ABN 40 098 481 899
1.
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Document Set ID: 21935886
Version: 1, Version Date: 20/05/2022
[OCR of page images]
DRAWING SIZE — Al
NOOSA COUNCIL KEY
APPROVED PLAN EX. SWPT EXISTING STORMWATER PIT
i i EX. RCHW REINFORCED CONCRETE HEADWALL
www.dialbeforeyoudig.com.au EX SMH. EXISTING SEWER MANHOLE
OPW22/01 00 1 5 J U LY 2022 EX. SCP EXISTING SEWER CONNECTION POINT
» Lon E.0.B. EXISTING EDGE OF BITUMEN
. K & C EXISTING KERB & CHANNEL
ff N.S.L. NATURAL SURFACE LEVEL
" BEFORE YOU DIG FH FIRE HYDRANT
TP TELSTRA PIT
EP, ELECTRICAL POWER POLE/PILLAR
/ TS. TRAFFIC OR STREET SIGNAGE
Ar / ttl f. RP} WM, WATER METER
iB | 7 / KERB EXISTING KERBING
x y
HEIGHT DATUM ! Lx ee * _ xk f
Lot 1 on RP130594 & Lots 80 & ° a ‘ , 79°10'00" 95.916 eo st oe if
ot 1 on ots ’ — —— T= = = J > x
aw pws ew aw ew a ? _(BLD) y
81 on RP71151 (BLD | BLD LD \ 2 (BLD) RW _—— RW —~ RW w !—— Rw —— Rw
Level Datum AHD [ — — RW / ( ) | Rw/ —— AB D) RW | [- RW ——'RW —— RW | = |
Level Origin PSM115316, RL 3.593m ~ ( / I | | i2
Survey information provided by Noosa ~ @ Wi F 2 z \ r i (
Cooloola Land Surveys Pty Ltd ~ | A Wy i | | ( / Doro AL. ' (BLD) = av ~
Drq No. 21215DET a Y Y Y Y, Dey inlet vA z < U “ \ . LLTETIET \
| THIOT Y TH102 TH103 Y TH104 | | ~ THo0t ( 1H202, 1H203 \ sH204 \ l
Pyar ft FFL: 15.900 FFL: 15.900 FFL: 15.500 FFL: 15.050 2 2 cr. ON FEL3.400 FFL: 13.400 REL 12.600 \ =
ae . FPL: 1 4 90 , FFL: 14.000 Y \4 . . 9 B\
L-Hing-- FPL: 15.750 FPL: 15.350 FPL:19.590 y Prk. I, \ | I~ FPL-13.850 FPL: 18.250 FPL:13.250 FPh19.450 > a
iid cocaeS WY ijt Gas } yypppr Depp pee \ %
Loreal) fof ot YL, M4 \ \ Yo “ YL, |
2 Y, No» \ Ys OP ™
SS rpoos\ LZ Z \ VA [
a — J Tf QB 912 A 4 ON, (7 Zz {I
~ \ [ ‘ J | \
\ | \ / 2 ———— \ J
\ < = . \ \ | 2 LOT 100
5 * \ \
\ N e \ \ \ \ RP106085
\\ \ \ NN \ \ \ 4
(BLD) (BLK), (ap) ~~} ~~ {SP}. _ ~~ \
LLL LL LS \. —- RW —— RW —— RW : — Rw —— Rw —— ew 7 ] ~ RS ~SRL SS
; ~ \ \g : D 4 i og \ |
. TH501 yao = ; 3 \ L
; N Za 2 \ “ae “ TH301 (| \ fs |e |
FFL: 16.600 \ ~~ FFL:16.300 \| PEELS. . | > -\ |
FPL: 16.450 \ FPL316.150 @ / FFL: 19.000 | ai--7- J H(BLK) \ &
yy \ oiokfli'6. FPL: 14.850 a < Z z
% \ ANSI . hen RW RW eR S a TIMBER PALING FENCE
yy . \ MG YZ # |\ Y 3 Sw/ex ——— sw ek ow ex sw/ex a BUILT OFF BLOCK WALL
TH802 ~ \ sao | \ 6.1m MIN \ Jo J | * % “
‘ ‘ \ \Z4 d | v4
, PL 16.300 a | FPL6.450 i} \ FFL: 15.000 4 Z| § , Ay 1/Nt2 ToP
Y yy) elm WN | A FPL: 16.500 | \ FPL14.850 _| | xg “ 70mm COVER
Se * T _# \ ¢ o 2 \\ Aon
iy i LN \ S | \ alt ie
oS ~ | | CALL, a \ VLISELSLLL. \ Tq kK : 190 BLOCK = CORE PROMIDE FULL HT.
APTSOR, LY | : | WV MY, TH403 1303 \ 4 ‘g 99 aA x ve eas 00m Ho if MOVEMENT JOINTS AT
FFL:16600 7 FFL 16.450 7 | C Rs o00 (2 SP 106085 LOT 99 Z sa a ston. =) [buen
FPL: 16.450 | \ ¥PL: 16.300 y FPL: 14.850 J 8) KR RPINGORS \ ALL CORES CLEARED 2 e
|! ia \ 7 \ ale \ le \ BEFORE POUR VIA ©) gaaund 1E
| \ JL, | Y JL, INE \ \ x CLEAN-OUT BLOCKS. i {TP aS
I } e \ \
CASALL | LL, a\| L. yj t 4 a x - K >S
| \ mo \ \C \ \ \ UR _ GROUND LEE
, . . 7 \ \ UX. JIN SS
APTSO4 Mg \ FFI:16.450. \ / \ Tu304 \ | > AV \ “ FINISHED GROUND LEVEL SET 10
FFL: 16.700 T k viet q N Z 1 . 3 =z |. ACHIEVE OVERLAND FLOW INTO
FPL: 16.550 N \ FPL: 16.300 ~ Y RL: 15.000 o | & THE BIO/DETENTION BASIN, MAX
— LL > / : / 2 RETAINED HT OF 600mm
YH “a T SS v7 Q _FPLA4.890. oe; a 5
. oe enn X | 3
< (SIP) ~~ (BLD) NL SIR me
aw 259135" _ 84-963 py > ~ —— aw I ~-
ah 4 —— Su ? a= Bl 7h — aS EN a -— 4L11T™M TOP & BOTTOM
. . (SLP) © pe R6 LIGS AT 900 CTRS
- —_ — HS yy j . —_ —, \ ¥ 450 Min CONCRETE COVER 70mm
CONTRACTOR TO PROTECT ALL EXISTING
CONTRACTOR 10 PROTECT ALL EXISTING NEIGHBOURING STRUCTURES FROM (ct \ BLOCK BOUNDARY WALL
NEIGHBOURING STRUCTURES FROM UNDERMINING DURING CONSTRUCTION \Qw3.1/ TYPICAL SECTION
UNDERMINING DURING CONSTRUCTION REFER CRITICAL DEPTH LINE DIAGRAM DRG
REFER CRITICAL DEPTH LINE DIAGRAM DRG OW3.4
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE >
aE PLAN _ SHE RETAINING WALL PLAN ONLY CONTRACTOR TO LOCATE ALL SERVICES =
cale 1: PRIOR TO COMMENCING WORKS ON SITE. ALL 5
SERVICES ARE 10 BE PROTECTED IN 3
HAND RAIL WHERE ° TIMBER PALING FENCE
RESPONSIBLE FOR HE SRMCE RETAINED HT EXCEEDS 1.0m =; | BUILT OFF BLOCK WALL MUST READ Ne ONTO Wind tic
WAND RAIL WHERE NATURAL GROUND NOTES CONTAINED ON 31131-N
RETAINED HT EXCEEDS 1.0m
WATERPROOF WALL.
1/N12 TP =3=§ ‘ =
EXISTING STRUCTURE /DWELLING no LENE! a
INCLUONG HEIGOURNG 7mm COVER cr 190 HOLLOW BLOCK — os NATURAL GROUND _ |
LEGEND ALLOTMENTS if GROUT FILLED CORE N20 H < 1500 N12-400 V & H © \ H < 1500 N12-400 V & H L A Revisions for Council RFI 19.05.22
— 190 BLOCK — CORE COMPACTED CONCRETE. H < 2000 N16-400 V & H Ss H < 2000 N16-400 V & H & Revision | Description Date
_---77 INDICATES PROPOSED SURFACE THE BULDER/CONRACTOR Tee Bas oon A TOVEMENT JOINTS. AT E | = Issue:
48.07 CONTOURS AND LEVELS TO AHD. 32Mpa GROUT z 8.0M CTRS. 200MM FREE DRAINING > _ GROUND BIO-RETENTION 2 FOR APPROVAL
RELEVANT LEVELS PRIOR TO 3 BACKFILL WITH AGI PIPE = 190 HOLLOW BLOCK FINISHED 3
COMMENCING WORKS. ALL CORES CLEARED x|= 70 OUT = GROUT FILLED CORE N20 D7 | BED/DETENTION BASIN |
5.0% > INDICATES FINISHED SURFACE GRADE frond / BEFORE POUR IA L CONPACTED CONCRETE. aw e DO NOT SCALE FROM THIS DRAWING
pad Tevel CLEAN-OUT BLOCKS. P — S35 Zz The design and associated details contained on this and associated
4\80 EXISTING SURFACE SPOT LEVELS. Gp, UNSTABLE I THIS FOOTING WTHOUT H]B ALL CORES CLEANED SL62 MESH TOP 40 ALL CORES CLEANED | 3S _ 62 MESH TOP 40 = er cea oF SCE Coraltng Expect! witout
THIS FOOTING IS FOUNDED QF PIERS IS FOUNDED —_——_ 1200 | 800 OF DEBRIS AND COVER. OF DEBRIS AND ae [on -
ABOVE CRITICAL DEPTH MORTAR FINS VIA MORTAR FINS VA ——"F}] PCF
Pe ee ihe — qe So teat EE | way go eget RE ~) StG Ss
7S 2 ——— PRIOR 10 POUR. LONGITUDINAL BARS PRIOR TO POUR. 4a LONGITUDINAL BARS
o a 4 ._ N12~400 z a ._Nt2~400 < ee onto occm
INDICATES POSITION OF RETAINING WALL TO LINE OF PROPOSED 3/2 2 - “ * 5 ee onal sng egerscom
Rw —— FUTURE DETAIL, WALL TYPE AS NOTED PIERS OR UNDERPINNING FOUNDED iB —— EXCAVATION OR TRENCH. ~Is KX 200 THK HEEL = i” = L 2 s9N 40.008 494289
BELOW THE CRITICAL DEPTH LINE SI 2 | N12-400 EW a; H < 1500 ~ N12-400 a; H < 1500 ~ N12-400 8
en - Pe ORE BLAH AK WOULD BE NEEDED TO SUPPORT = S H < 2000 ~Né-400 | H | B | OD < H < 2000 ~ nié-400 | H | B | OD Title:
- ANY FOOTING THAT IS FOUNDED
BY SPECIALIST SUPPLIER ABOVE THE CRITICAL DEPTH UNE. Horizonte! 30 DegfeeSNf ALINTM TOP. & BOTTOM ° SN (WAX) (MIN) (MIN) 2 a (WAX) (MIN) J (WIN) SITE RETAINING WALLS
s R6 LIGS AT 900 CTRS RENCH MESH 3L117M RENCH MESH 3L11TM
(BLD) — BUILDING REFER NOTE: Vin CONCRETE COVER 70 390 | TOP & BOTTOM oR "200, 800 | 280 399 | TOP & BOTTOM OR 1200) 800 | 250
STRUCTURAL DESIGN THIS DETAIL ALSO APPLIES TO EXISTING FOUNDATIONS 450 B " mm EQUIVALENT. 1600 7 100 | 350 EQUIVALENT.
ON NEIGHBOURING PROPERTIES. SHEET PILING MUST 2000 | 1400 | 550 ;
CRITICAL DEPTH LINE BE INSTALLED WHERE EXISTING FOOTINGS WILL BE 8 — BASE WOTH 8 — BASE WOTH Project
FOUNDED ABOVE ANY EXCAVATION CRITICAL DEPTH = = °
TYPICAL SECTION UNE (BLK) ~ RETAINING WALL 89-93 Eumundi Noosa Rd,
TYPICAL SECTION (BLK) ~ RETAINING WALL (0 \ (BLK) ~ RETAINING WALL NOOSAVILLE
TYPICAL SECTION \QW3.17 TYPICAL SECTION
a D Desi
Date: Apri 22 rawn SR esign SR
0 2 4 6 8 10 Checked: Drg No. Rev.
noanunt——7__—71 _mt:200 @ AT Fo
: s Q 5835
1:400 @ AS =| _S Richardson 31 1 J -OW3.4 A.
Document Set ID: 21935886
Version: 1, Version Date: 20/05/2022
Page 5
NOOSA COUNCIL
APPROVED PLAN
OPW22/0100 15 JULY 2022
.2 6
15
WM
WM
KEEP
LEFT
P
NO
PARKING
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Document Set ID: 21935886
Version: 1, Version Date: 20/05/2022
[OCR of page images]
DRAWING SIZE — Al
dialbet di EXISTING CONDITION SURVEY so ) APPROVED PLAN
www.dialbeforeyoudig.com.au A PHOTOGRAPHIC SURVEY OF THE EXISTING KERB & 7
y 3 CHANNEL AND FOOTPATHS FRONTING THE SITE IS TO OPW22/0100 15 JULY 2022
= BE COMPLETED AND ISSUED TO COUNCIL PRIOR 10
» Tonk DI AL1100 THE PRE-START WORKS MEETING WITH COUNCIL. ,
: . PARKING AT
P, REAR” SIGN
BEFORE YOU DIG
UNDERGROUND TRAFFICABLE
STORMWATER RETENTION
TANK, REFER DRG. GAPS IN KERB TO ALLOW FOR
31131-SW1.1 FOR DETAILS. FOR STORMWATER PIT
DEMOLISH & REMOVED EXISTING REINSTATE FOOTPATH AT / LOT 79 DETAILS. REFER DRG STORMWATER RUNOFF INTO
DRIVEWAY CROSSOVERS AND uv | 31131-SW1.1. TYPICAL DETENTION /BIO-BED
HEIGHT DATUM RE-CONSTRUCT NEW TYPE B1 BARRIER REMOVED DRIVEWAYS 77 RP71151 | i /
Lot 1 on RP130594 & Lots 80 & KERB & CHANNEL AS PER NOOSA ‘
BI on RP7I151 COUNCIL STD DETAIL IPWEA RS-080. | /.
on MAINTAIN EXISTING SURFACE GRADES x Lx — -- «ik — ‘ &
Level Datum AHD I AND ENSURE SMOOTH TRANSITIONS. (SWP) (SWP) (SWP) 48-10'00" 95.916 (SWP) a» (SWP) (SWP) (SWP) (SWP)
Level Origin PSM115316, RL 3.593m TYPICAL. Sw iE Sw Sw Sw = Sw = Wyo Sw = Sw a as x x
Survey information provided by Noosa e rs 14194 b Y * es "e a. tHoee
Cooloola Land Surveys Pty Ltd | ! B + ~ “ + > Le L x
Drg No. 2121SDET DRIVEWAY CROSSOVER GENERALLY IN / | | oe (SWP) if “VO x
ACCORDANCE WITH IPWEA STD DRG RS-051 J PT | pS (
/ A ,
(TYPE B) AND COUNCIL REQUIREMENTS. LEVELS / Yh Y r ty —_-=
AS NOTED a / © YS, | “ “ YU ‘
As J 47 , 4 / 4
7 ‘ | Yo
/ 38 3 | eS Yo a a
/ THIO! TH102 THI03 THI04 * ’ to. * VY, TH202 * 1H203 TH204
d| 7. Y . a . : C : ALE] «
EXTEND CENTRAL MEDIAN KERBING 6.0m I* FFL 19.900 FFE 19.900 FFL:19.900 FRC: 15.050 ro ry FFL:14.000 7} FFL:15.400 —) FFL:13.400 FFL: 12.600
* ft: FPL: 15.350 FPL: 15.350 FPL: 14.90 FPL: 13.250 Pl -13.250
PAST SOUTHERN SIDE OF NEW DRIVEWAY 4 ~ FRE: 15.750 FPL TO. : +1, | | FPL: 13.850 Y » 1d. LF sO. FPL: 12.450
FOR LEFT IN AND LEFT ACCESS ONLY, TT = Y We Us, yy Up LF ; co AAA, /
KERBING AND LANDSCAPING TO 10 i} = 5.4m (W) Y 3.0m Ms “ % 5.4m (W) 4 le 5.4m (W) Y Mp Cp sn)
COUNCIL STANDARDS. MAKE GOOD \ ‘ Ld = DOOR. TYP. < 4 ‘DOOR. YP. ul ale DOOR. TYP. so 10108" iz_DOOR. TYP. iL Y 4 Lo DOOR,
LINE-MARKING AND CHEVRONS gi a — SF - 2 I | ee < Ae eee
St See CEES SERRA ESS stg Coal LE + ~ serphenirke | = = == =~ 4
___ t IN Nn
CONCRETE DRIVEWAY ee, z __ . wz \ LOT 100
+ ~ = \
| NO RF ISIN | ff FT Bf a I | sw sw sw sw p 5 £ / :
e+e Re ss su ov $$ RP106085
2") (SWP) RHEE ~ (SWP)3°> sm TYP q <
RECONSTRUCT ADJACENT FOOTPATH AND LS yp) ee LY
PROVIDE SMOOTH JOINT TO NEW Pe a 7 tue, +d, Ss
PAVEMENT (NO TRIP HAZZARD). MAX 1 V/e we or I. ! s A/I% =)” |] ot
in 40 CROSS FALL IN DRIVEWAY WHERE r ro Fr: 6.600 7 6 THAN ! (SWP) asa ; yo e| Lox] se é
FOOTPATH TRAVERSES. REFER COUNCIL il / 16. e ry / . A nde ET
STANDARD DRG. RS-065 La ( FPL: 16.450 Z ae We Fel. 1150 | r © FFL:15.000 | [bye | ts | Kal s
/ Z - alg 7 so 1obbl: 16. | , ~-FPL:14.850 <f se%e | BEL KERB TV Y
| l ANB | : | a fs 75 10'S 4 _ Se S
7 16.35. oo? | Jo 7
(SWP) ans02 Y | ” & H | ro ee | os Swear ce 95 976 swe “~ Poa
Tf / u | | r + | * <A ——
f ; “ TH402 I +1399 /* Xx
. 7) ve | eee | | Breas) PN Bitso00 YL 8 | ove ae on No ie eae
NEW FOOTPATHS WHERE SHOWN \ eo J / / ae | A FPL:16.300 ~~ Ft: 14, (SWP) fio} 7 [ACCORDANCE WITH AS2890. —s—/ A TURNAROUND BAY AND PWD
SHADED TO NOOSA COUNCL A / ff y ii a= 6.1m, MIN Lg e FPL 3) 4.890 5 WHERE RETAIN WALL HT ~ vo SPARE BAY
STANDARD (IPWEA RS-065) 1% J f/ (sup) “i OL, i 5 oS “3 (SWP) FH» | = GREATER THAN 600mm
MATCH EXISTING FOOTPATH ADTH | A laa, & _ wprsos”” I - (swe) Mh 47 / e_!)| (swe) g 5 PROVIDE PWD PARKING SIGN
PROVIDE SMOOTH TRANSIYON TO If f/ s/f ¢ 4 Y, Yi. L s | WII FFL 16.450 | AS ( TH303 (SWP) $ sp [2] AND LINE MARKING FOR PWD
EXITING SEK V7 FFL;16.600 e 16. rw HN} seen ~-FFL:15.000 “J! a LOT 99 oy
/ f S/ER QTE 7 © FRE16.450 i | FPL:16.500 | ae FPL: 14.850 fe
/ L/S SF | os ) 4, is i | | lk | §& ut | re RP106085
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WY / FFL16.00 oe Weyl if) FFL:16.450 | | ae moe Y |
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7 | Y of x || KA — — a — TK !
/ y / LOT" PROVIDE R12 GALV. DOWELS |
. / RP129020 — 600 CTRS AT ALL
/ / GARAGE DOOR LOCATIONS. |
/ / TYPICAL.
LEGEND
4480 EXISTING SURFACE SPOT LEVELS. &
Z
RAMP INDICATES DIRECTION OF RAMP UP OR a
> DOWN AS INDICATED >
(SWP) " ; wo)
FIELD INLETS OR JUNCTION BOX PRE-CAST CONTRACTOR TO TOPSOIL AND TURF ANY MAXIMUM CROSS-FALL OF 1 in 40 ON ALL 1500 TRANSITION — 1:8 FOOTPATH — 1:40 <= Ss
DB] EE] CONCRETE caST-INTO PAVEMENT. REFER Swi. DISTURBED OR DAMAGED AREAS OF THE ROAD FOOT-PATHS AND INTERNAL PEDESTRIAN SITE PLAN — DRIVEWAY & ACCESS PLAN a OF
FOR FURTHER DETAILS. RESERVE ADJACENT THE CONSTRUCTION SITE PATHS AND RAMPS Scale 1: 200 Az S
4 e
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT. S82 g
(TTT ~—sREFER SW1.1 FOR FURTHER DETAILS ALL SERVICES SHOWN ON THIS PLAN INDICATIVE 2|< SL82 MESH ~
ONLY CONTRACTOR TO LOCATE ALL SERVICES CONTRACTOR TO REPAIR/REINSTATE ANY SAW CUT EXISTING KERB MIDDLE 2:40 2:20 WAX) =
DAMAGED AREAS OF EXISTING FOOTPATHS, <I — = —— J A Revisions for Council RFI 19.05.22
DRIVEWAY SLAB /PAVENENT. REFER TO PRIOR TO COMMENCING WORKS ON SITE, ALL KERB & CHANNELS TO COUNCIL STANDARDS CHANNEL 50 MIN DEPTH AT oe ee A ons
LL] / ERVICES ARE TO BE PROTECTED IN INVERT-BREAKOUT & REMOVE SS at 2 ee Revision | Description Date
RESPONSIBLE FOR THE SERVICE NEW KERB & CHANNEL TO BE IN ACCORDANCE es
WITH NOOSA SHIRE COUNCIL STANDARD Drg. FINAL PAVEMENT THICKNESS TO BE eZ CONTROL 50MM COMPACTED SLAB THICKNESS AS PER FOR APPROVAL
ee INDICATES OVERHEAD ELECTRICITY RS-080 & COUNCIL STANDARD DETAILS CONFIRMED FOLLOWING GEOTECHNICAL GALV R24 DOWEL \_KERBING AS PER JOINT. SAND BED PLAN. DO NOT SCALE FROM THIS DRAWING
SUPPLY LINE ALL LINE MARKING TO BE IN ACCORDANCE TESTING. 400 (L) @ 300 CIRS — SITE & DETAILS ARE EKUM ITS ’
WITH THE QUEENSLAND MANUAL OF UNIFORM TYPICAL SECTION Nn DRIVEWAY CROSS OVER The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
INDICATES EXISTING SEWER LINE TRAFFIC CONTROL DEVICES & A.S 2890.1 the written permission of SCG Consulting Engineers.
PARKING FACILITIES PART 1: OFF-STREET CAR REFER TO COUNCIL STD DRG. IPWEA RS-051 - TYPE B
PARKING
——_ w—_INDICATES WATER MAIN APPROX 3 NOMINAL KERB | a SCG Noosa Heads
ALIGNMENT, BUILDER TO CONFIRM EXACT ~ SETOUT LINE
LOCATION PRIOR TO WORKS S 0 0 \ snalsdnn@scy ener son
2 3 web:www.scg-engineers.com
i INDICATES TELSTRA LINE APPROX SUBGRADE PREPERATION, REFER R20 | 8 ;
ALIGNMENT, BUILDER TO CONFIRM EXACT GENERAL NOTES “he Title:
LOCATION PRIOR TO WORKS ite:
INDICATES STORMWATER DRAIN EXISTING DEPTH e 2 DRIVEWAY & ACCESS
— sw/EX ———————_ B
ve AS NOTED DETERMINED PAVEMENT LEVEL _ ;—18 PLAN
ON-SITE I wo
sw INDICATES STORMWATER DRAIN PROPOSED sn Project
AS NOTED MIN 1 IN 100 FALL UNLESS PAVEMENT MATERIALS: we ‘
NOTED OTHERWISE 150mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE 89-93 Eumundi Noosa Rd,
-100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST 150 NOOSAVILLE
— Ri — OPEOER RETAINING Wa to -SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS /NOTES
STRUCTURAL ENGINERS DETAIL. DRIVEWAY CARPARK PAVEMENT SECTION SECTION ~ BARRIER KERB Date: por 99 | Draw cp | Design cp
Checked: Drg No. Rev
0 2 4 6 8 10 |
ruun———1L__——1__ym1:200 @ Al | _ REQ 5835 4 A
1:400 @ A3 {JS Richardson 31 { J —OW5.1 .
Document Set ID: 21935886
Version: 1, Version Date: 20/05/2022
Page 6
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WM
WM
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Profile View - Driveway Design CL NOOSA COUNCIL
Project
APPROVED PLAN
OPW22/0100 15 JULY 2022
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Document Set ID: 21935886
Version: 1, Version Date: 20/05/2022
[OCR of page images]
DRAWING SIZE — Al
APF /tIJl
www.dialbeforeyoudig.com.au _,
79°10'00” 95.916 __ -
DIAL1100 oT hy | |
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THIOt VN THn02 THI03 CL Tato4 AH THD01 OA wH202 1H203 TH204
EIGHT DATUM ST ee ee en ee
Lot 1 on RP130594 & Lots 80 & FPL:19.790 y LLP LiL FPL:13.850 - +10. LF vid. FPL: 12.450 -
81 on RP7I151 Kn eg MU flag WY,
Level Datum AHD A /
Level Origin PSM115316, RL 3.593m A 14.000]. [13.400 bt 112.580 LU
Survey information provided by Noosa x i ir i |e 13.400 ha a] Vo lita
Cooloola Land Surveys Pty Ltd || 15,892 7 {14.000 ten, ij \. Q
Drg No. 21215DET 1.3063 19-489 15.064 Z ‘a8 ‘mn ~1:98,97 \
_---- § 4-74 ---~—- ee re ‘650-2 3.962] 3 “eax oa a => — £07 100
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RP129020
SITE PLAN — DRIVEWAY LEVELING PLAN
Scale 1: 200
NEW KERB & CHANNEL TO BE IN ACCORDANCE
CONTRACTOR TO TOPSOIL AND TURF ANY MAXIMUM CROSS-FALL OF 1 in 40 ON ALL ALL LINE MARKING TO BE IN ACCORDANCE
DISTURBED OR DAMAGED AREAS OF THE ROAD FOOT-PATHS AND INTERNAL PEDESTRIAN WITH THE QUEENSLAND MANUAL OF UNIFORM R080 F COUNCIL STANDARD DETAILS "8
RESERVE ADJACENT THE CONSTRUCTION SITE PATHS AND RAMPS TRAFFIC CONTROL DEVICES & A.S 2890.1
LEGEND PARKNG FACILITIES PART 1: OFF-STREET CAR
_---7 INDICATES PROPOSED SURFACE ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
18077 CONTOURS AND LEVELS TO AKD. ONLY CONTRACTOR TO LOCATE ALL SERVICES CONTRACTOR TO REPAR/RENSTATE ANY
0 PRIOR TO COMMENCING WORKS ON SITE. ALL KERB & CHANNELS TO COUNCIL STANDARDS
+ in SERVICES ARE TO BE PROTECTED IN
_\in TY = INDICATES FINISHED SURFACE GRADE ROR OENCR Wnt ane aU honITY
4480 EXISTING SURFACE SPOT LEVELS. RESPONSIBLE FOR THE SERVICE
Qa
INDICATES PROPOSED FINISHED
SURFACE LEVELS g & EXISTING SURFACE
RAMP. NYA AS NoCD OF RAMP UP OR i 6 2| (DASHED) PROPOSED DRIVEWAY SURFACE WITH
s = al DESIGN GRADES SHOWN.
= a &,
(SWP) FIELD INLETS OR JUNCTION BOX PRE-CAST 17.0 =
DX] EE] —_ CONCRETE CAST-INTO PAVEMENT. REFER SW1.1 <= 16.0 aw
FOR FURTHER DETAILS. Oo 150 =
4 EN OSES SE SSE
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT. S 14.0
(TTT »=—REFER SW1.1 FOR FURTHER DETAILS © 93.09 9 9 I III I I III I II FFF TIT ES
“4 9.00 9 I I
DRIVEWAY SLAB /PAVEMENT. REFER TO 11.0 Revision | Description Date
L] NOTES AND DETAILS ON DRG. 31131 = & & 5 & 5 = = = 5 = = & 5 5 5 issue:
OW5.1 FOR THICKNESS AND REINFORCING. ; ps) s S = S a 3 5 = & iB 3s 8 S iB g $ $ FOR APPROVAL
Design Line Segment Lengths ° 3.88 ° 3.17 ° 6.77 ° 3.74 ° 4.34 ° 47 ° 7.10 ° 7.40 ° 3.32 ° 3.48 ° 3.50 ° 3.27 ° 3.13 ° 4,33 ° 7.06 ° 3.16 ° 3.48 ° 6.54 °
Design Line Crade & Level a = pp Ep pt t— et iS 3B to, DO NOT SCALE FROM THIS DRAWING
esign Ine rade eve 13 od ceo ses 5B S q re < 63 5 + oe oS S 2 > S we 8 ec Rs The design and associated details contained on this and associated
E OPER ENE ELECTRICITY = oe = 7 7 & z oo s 7 2 B + 8 = a1 s Ve Te S 3 7 7 g 7 or 7 St a thenwtien copyright F956 Conalthe Engines, without
NOICATES ENSTNG SEVER LNE -YISTING SL IE GIEWIE ke kk ake eRE EGER Lele ER GEER ee Ee EE ETE Eee Ee eek opp ee
—sw/ex———_INDICATES STORMWATER DRAIN EXISTING Fif Plieifie fue Fee PP PR PIP Pie Fue ie FFA FL FPL FIA FOIA 5 FLEAS Foe Pee Re et < UC) cal sin reno
AS NOTED 5 wen-www-Seg-engineers.com
sseecegeseseeese eee ese esse see eee sete e sete eee eee steed esas -
CHAINAGE a N =. oS oo So N + oO od S N a Oo foe} S N st oO ice) S NN + oS foe) S N st oO ice} S N st oO ica) oS N + Oo ies) S N x oO oS S N 7 oS od Title:
sw AS NOTED MIN 1 IN 100 FALL UNLESS Poof ft ft ft DRIVEWAY LEVELING PLAN
NOTED OTHERWISE
w INDICATES WATER MAIN APPROX rn fi / — Priya LA / Project .
ALIGNMENT, BUILDER TO CONFIRM EXACT Foi Hie Vie ue Dri VE Way Design CL NOOSA COUNCIL 89-93 Eumundi Noosa Rd,
LOCATION PRIOR TO WORKS
NOOSAVILLE
+ INDICATES TELSTRA LINE APPROX APPROVED PLAN - =
ALIGNMENT, BUILDER TO CONFIRM EXACT Date: , rawn esign
LOCHTIN PORTO HORS OPW22/0100 15 JULY 2022 tr 2 se [PR se
0 3 4 6 8 10 1-200 © At . Checked Drg No Re
Puy 7s mt: 8
1400 @ 43 | Siekardsn |) |O1151 -OWD.2 | -
Document Set ID: 21935886
Version: 1, Version Date: 20/05/2022
Page 7
.26
15
WM
WM
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
NOOSA COUNCIL
APPROVED PLAN Date: Drawn Design
OPW22/0100 15 JULY 2022 Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — At
www.dialbeforeyoudig.com.au ALL STORMWATE
SAY DIAL1100
yy BEFORE YOU DIG
HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &
81 on RP71151
Level Datum AHD
Level Origin PSM115316, RL 3.593m
Survey information provided by Noosa
Cooloola Land Surveys Pty Ltd
Drg No. 21215DET
BUILDER TO POT HOLE LOCATE AND
CONFIRM EXISTING SERVICES LOCATIONS
& LEVELS BEFORE ANY EARTHWORKS
ARE CARRIED OUT. REPORT ANY
DISCREPANCIES TO THIS FIRM.
BINS AREA.
PROVIDE DRAINAGE PIT FOR CONNECTION TO
R
PIPES TO BE LAID AT
1:100 MIN. UNO.
4/125x75x4.0 RHS (GALV.)
LAID AT 1 in 100 MIN. INSTALL TO
NEW KERB ADAPTORS IN
ACCORDANCE WITH COUNCIL STD
DETAIL RS—081 & MAKE
FOOTPATH GOOD. TYPICAL.
15kL ALL CAST PRE CAST IN-GROUND
TRAFFICABLE STORMWATER RETENTION TANK
RECEIVE ROOF RUNOFF (ONLY) FROM UNITS 1-3
& UNITS 17-20. PROVIDE PUMP OUT FOR
IRRIGATION PURPOSES & BIN WASH DOWN.
WARNING SIGNS AT TAPS 'NON POTABLE’.
REAR OF TOWNHOUSES UNITS SET AT EXISTING SURFACE
LEVEL WITH A FORMED STONE PITCHED SWALE TO ALLOW
FOR OVERLAND FLOW TOWARDS BIO-RETENTION /DETENTION
BASIN. PROVIDE UPSTAND TIMBER SLEEPER WALL ALONG
BOUNDARY TO RETAIN OVERLAND FLOWS WITHIN SITE
REFER SECTION B-B
REAR OF UNITS DRAINED VIA GRATED
FIELD INLETS AND INTERCONNECTING
DRAIN TO SITE DRAINAGE. REFER DRG
SW1.2 FOR TYPICAL DETAIL. SWALE
FORMATION FOR OVERLAND FLOWS
DIRECTED TO BIO/DETENTION BASIN
OVERFLOW WIER WALL AND
SCOUR PROTECTION ALONG
PROPERTY BOUNDARY. REFER
DRG SW1.2 FOR DETAILS
PROPOSED 60m2 BIO RETENTION
BED AND 200m3 DETENTION BASIN. (EXP—4)
FORMED WITH BLOCKWORK WALLS.
REFER DRG SW1.2 FOR DETAILS
SEWER MAIN. PROVIDE BUND SURROUND TO
DIVERT SW RUNOFF AWAY FROM AREA. REFER
TO HYDRAULIC CONSULTANTS DETAILS.
FRONT OF UNITS DRAINED VIA GRATED
FIELD INLETS AND INTERCONNECTING
SWALE DRAIN FORMATION FOR
OVERLAND FLOWS DIRECTED TO
DRIVEWAY
/
/
/
gon
/
LEGEND
_---77 INDICATES EXISTING SURFACE CONTOURS 6D-200
4807 AND LEVELS TO AHD. (Coot
Fauy INDICATES DIRECTION OF FALL
A TO FINISHED SURFACES. sw
S.L. 12.50 INDICATES SURFACE LEVEL (S.L.) AND INVERT
ILL. 12.00 LEVEL (I.L.) OF ADJACENT STORMWATER PIT
JP1 —450Sq STORMWATER JUNCTION PIT, PRE-CAST ©—— R-Sw
XI
CONCRETE. HEAVY DUTY GRATE WHERE IN
DRIVEWAY
400Sq GRATED FIELD INLETS, PRE-CAST
CONCRETE & HEAVY DUTY GRATE WHERE IN
DRIVEWAY, POLY AND LIGHT DUTY GRATE WHER 9=—————T
IN LANDSCAPE AREAS, REFER DRG SW1.2 FOR
TYPICAL REAR OF TOWNHOUSE CONNECTION
DETAIL.
600Sq GRATED FIELD INLETS, PRE-CAST
CONCRETE. HEAVY DUTY GRATE WHERE IN
DRIVEWAY
crt
Ej 6r2
RW
600x900 GRATED FIELD INLETS, PRE-CAST
CONCRETE. HEAVY DUTY GRATE WHERE IN
DRIVEWAY
— SWALE +>
& GP3
y6r4
900Sq GRATED FIELD INLETS, PRE-CAST
CONCRETE. WITHIN BIO/DETENTION BED, REFER
DRG SWI.2 FOR ORIFICE AND RAISED GRATE
DETAILS
OVERLAND FLOW
Qhoo - Qio = 12 L/s
Qatow = 215 L/s
INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED
RAMP. ww
DUTY GRATE.
SUPPLY LINE
PROVIDE A SWITCH OVER VALVE TO MAINS WHEN LOT 79 STONE SCOUR LOT 101
TANK VOLUME IS BELOW 10%. OVERFLOW TO RP71151 ie» PROTECTION T
EUMUNDI NOOSA ROAD KERB + CHANNEL. aw | is RP106085
| | ,
te "aise \ sewrloae gr iene ge é
oo 1506 uPVC CPI 150¢°uPVC CPI 1506 uPVC CPI o 1506 uPVC 79°10'00” 95.916 _GP1 2259 uPVC CPi 2”: 2258 uPVC GP1..2° 2256 uPVC CPt oP 1 BLOCK R-WALL . S.L. 11.10 | “
px - - oA Spar — sar -S Waar we SWF s ee = SiS sare gg S Wie nr Sg sar SW See gy wae 9 Wo Sear — we Eh es {IL 9.25 3 x x F
" f — CP Py 1 cas) P setenv an
Po }—-—-—-——--————}—----—-----4 LL. 10.20 (grassed beyond bi ” x
/ | r | bed area pi
4 O, Y VITTTTI IZ, , EXISTING INTER-ALLOTMENT DRAINAGE
ef / VMAIIWIIS V4, CCCEL YA | z CONNECTION POINT. EXISTING PIT REPLACED WITH
i. Vy; | = EW PIT & EXISTING 2254 BRANCH PIPE
/ TH104 | TH201 TH202 <TH203 TH204 : 2 we INCREASED TO 3008
/ . L / : Cre ' S ki IN ACCORDANCE WITH STORMWATER
= aa | ( EDL TOO | | EFL 14.000 cont Bo} set FFL: 12.600 x eS MANAGEMENT REPORT BY SCG CONSULTING
A Rees] | te 14. ! |b FPL 13.850 15.250 7 FPL: 15. ~FPL:12.450 | ENGINEERS.
| S I 1 an , / ‘ -
Pt ! ptt Ss Qioo - Qio = 34 L/s ! | re / Ye Z CONNECTION. REFER. NTERNAL | ° BIOBED 2258 COLLECTOR
r — ot Quow = 934 L/s Lai wyyn | Qioo - Qo = 64 L/s 7} HYDRAULICS CONSULTANT | PIPE SHOWN WITH 1008
fi SL. 16.000 f SRS ~ xo — | | Qutow = 235 L/s is LE YO, L. FOR DETAILS, TYPICAL. 4 SLOTTED BRANCH PIPE AT
7. LL. 15.600 Ip NUS AAS Se NE S SSS Lae MS A= a y —, 1.0m CTRS INTERCONNECTING
2 LL SL_15.750 7” [SL 14,860 iL 12.
z2 7 EA / FALL Z 7 E, Ut:
=, FLOW VERT HL 18.150 S FLOW INVERT 2250 uPVC, i. 15.900 a “Reg [IL 11.000 | fe HEAD WALL AND STONE
Tt Sa + --— i sw <Sw Sw. BW: \ “ sw—3008 UPVC ow >| IL: 1.020 ( RP106085 SCOUR PROTECTION
~S FAL | OPS ys ES a » P3\ FLOW INVERT sl , EROS F
‘SO 6 _ < | pe \ SO Eris] Bean ee
Sopa fe s3] ; oo iL 12.200} - U7, PROVIDE 2.5m WIDE RAMP FOR
=L- I Ir 1 a ¢ Ls < MAINTENANCE ACCESS INTO
| > l Yo cPt Sev g
Wi \ GP gz i, ‘ we & BIO/DETENTION BASIN
| CY, THA01 a IZ wT A pS. ¥
° 16-600 <3 ST | WY . “AM ~ is // TH301 f T f ~
16-45 PA : ei “ FFL: 16.500 | L| ST] / ~ FFL: 15.000 | SLasé0 wa “ XN e “eS PAVEMENT LEVELS AND BREAKS IN
: ! FPL:16.150 7“ oS Ne FPL: 14.850 | be? \ i KERBING TO ALLOW OVERLAND
. 2 vy | AMI ze NM | aE Iea- > Fi Ls FLOWS INTO DETENTION BASIN
& OVERLAND FLOW ! All L-| OVERLAND FLOW = — ew a ee Lf —
oot Bz Qtoo - Qi = 19 L/s Oo | Quo = Qy = 15 L/s ON : SW/EX aM 53076 ‘SW/EX SW/EX sw/ex
~ Qaiow = 409 L/s | F 6.1m MINN) Ogiow = 215 L/s YA x
Pr 16.450 Hi Y | I vas \ PROPOSED BLOCK
| de FPL: 16.300 1 ! . FFL:15.000 “4 2/3 Ly os BOUNDARY WALL
ra 6.1m MIN | we CP N| i hee EL 14.890 GPa | : a,
a oI | | [4 EXISTING
| P2 | —F Y GP2 wy | Pr . INTER-ALLOTMENT
| [SL 16.280 i rel cp \ \ » TH303 cpt |i | $ 99 x A DRAINAGE
etfuctseso) ~~ «*FFL:16.450 ie VA FE 009 4 2 SP 106085 <
a FPL:16.300 | 8 | 14850 | <T 99 <
Z 16. 3 FPL: 14.850 | pp}
24 | YA \A 1 | T| \ RP106085 \
3| | | 1B | A] \ \ Se
mh | | a 2 \ \
| V/ | | be x
| - -FFL:16.450 “| TH304 | = “ © Mt
2 VSL, aes “4 a |
7 Ye FPL: 16.300 FFL: 15.000 <
ey | © @ g J
Lo Ly SL. 16.400 | V4, | FPLA4.890, ; x
IL. 15.800 E¢: by J | fe a
— oe i a7 "36° K,.063 <u bh B}—--—-___
= = > 84985 _ LL - = —— -!_ —__ {E —
: B .
f is x _ —_ * \ x
HATCHING INDICATES ROOF I | :
STORMWATER TO BE DIRECTED 10
HARVESTING TANK. FINISHED SURFACE LEVELS REAR OF UNITS DRAINED VIA
ALONG SIDE BOUNDARY TO GRATED FIELD INLETS AN F Revisions for Council RFI 01.06.22
200(W) GRATED DRAIN WITH HEAVY FALL TOWARDS DRIVEWAY INTERCONNECTING DRAIN TO E | Revisions for Council RFI 19.05.22
SITE DRAINAGE TYP. Dd OPERATIONAL WORKS ISSUE 05.04.22
Cc THO6/07/08/09 REVISED 09.03.22
B BINS MOVED TO FRONT OF SITE 22.02.22
NS NOTED MINN On Fat Umess SITE PLAN — SITE STORMWATER DRAINAGE PLAN THIS PLAN TO BE READ IN CONJUNCTION WITH ROOF DRAINAGE ALL GRATED STORMWATER PITS WTHIN DIVEWAY A___| MAINTENANCE RAMP_ADDED 11.02.22
NOTED OTHERWISE Scole 7 200 SCG CONSULTING ENGINEERS STORMWATER ROOF DRAINAGE BY HYDRAULICS CONSULTANT, TO BE FITTED WITH OCEANAGUARD GPT INSERTS Revision | Description Date
, MANAGEMENT REPORT 31131(SWM) irinaiics MO 10 Be DReCT OTE an APPROVAL
INDICATES ROOF STORMWATER DRAINAGE 15kL STORAGE TANK AT THE FRONT OF THE SITE,
LINE TO HYDRAULIC DESIGNERS DETAILS. THE REMAINING ROOFS TOP BE CONNECTED TO
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE SW PITS WITHIN THE DRIVEWAY DO NOT SCALE FROM THIS DRAWING
ONLY CONTRACTOR 70 LOCATE ALL SERVICES iated detais contoined on thi
SERVICES ARE TO BE PROTECTED IN e written permission ot /onsulting Engineers.
INDICATES TELSTRA LINE APPROX ACCORDANCE WITH THE AUTHORITY Unit 1/11 Project Ave
ALIGNMENT, BUILDER TO CONFIRM EXACT RESPONSIBLE FOR THE SERVICE a Neooe eae
LOCATION PRIOR TO WORKS ; Ph (07) 5455 5604
5 email: ‘[email protected]
INDICATES EXISTING SEWER LINE 3 Nes web:wiww.sog-engineers.com
INDICATES POSITION OF RETAINING WALL
REFER EARTHWORKS DETAILS KE 0 SITE STORMWATER
INDICATES ALIGNMENT OF SWALE AND
DIRECTION OF FLOW, REFER TYPICAL EX. SWPT EXISTING STORMWATER PIT DRAINAGE PLAN
SWALE DETAILS RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH EXISTING SEWER MANHOLE Project
E.0.B. EXISTING EDGE OF BITUMEN _ :
K &C EXISTING KERB & CHANNEL NOOSA COUNCIL 89-93 Eumundi Noosa Rd,
INDICATES OVERLAND FLOW CAPACITY Ne RINE APPROVED PLAN NOOSAVILLE
» Qo EP. ELECTRICAL POWER POLE
DRAINED VIA UNDER GROUND PIPING KERB EXISTING KERBING OPW22/ 01 00 1 5 J U LY 2022 Checked: Drg No. Re
0 2 4 6 8 10 |
ruun———1L__——1__ym1:200 @ Al | _ REQ 5835
1:400 @ A3 A S Richardson 31 { J -SW1 | F.
Page 8
NOOSA COUNCIL
APPROVED PLAN
OPW22/0100 15 JULY 2022
BIO-RETENTION
BASIN
THIS BIO-RETENTION BASIN REDUCES
THE POLLUTION OF OUR WATERWAYS
BY REDUCING THE AMOUNT OF HEAVY
METALS, LITTER, SUSPENDED SOLIDS
AND NUTRIENTS DISCHARGED INTO
OUR WATERWAYS.
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — At
NOOSA COUNCIL
APPROVED PLAN
OPW22/0100 15 JULY 2022
FINISHED LEVEL
AS PER PLAN.
|
GATE/LID (HOT DIP GALV
-—— WHERE STEEL) TO
ENGINEER'S APPROVAL.
OCEANGUARD PIT INSTALLED AND
;——— MAINTAINED TO MANUFACTURERS
SPECIFICATIONS.
———-]L
R12 GALV DOWELS @ 400 7
FINISHED LEVEL 400(L) EPOXY GROUTED
AS PER PLAN.
GATE/UID (HOT DIP GALV
100mm MIN INTO PIT. PT ==CEET | |
WHERE STEEL) TO
/ ENGINEER'S APPROVAL.
OVERALL
DEPTH
R10 GALV DOWELS @ 400
400(L) EPOXY GROUTED
100mm MIN INTO PIT.
TELLAM PRE-CAST ——=
IL. AS NOTED
ON PLAN.
CLEARANCE
SEE DESIGN TABLE
PIPE TO
OUTLET
- -”»
Bl:
BAG DEPTH
SEE DESIGN TABLE
PIT OR EQUIV.
THKNESS AS AS NOTED
PER MANU. _ |_| | _ON PLAN
\ IL’s AS NOTED
PRE-CAST STORMWATER PIT SECTION
ON PLAN.
VEHICLE GUARD RAIL IN
ACCORDANCE WITH AS2890.
MINIMUM HT OF
BLOCKWALLS (NON WEIR)
180 DIAM. ORIFICE TO
SIDE OF INLET PIT FIT
WITH MESH BASKET
900 SQ GRATED SW INLET
PIT WITH RAISED DOME
BLOCK RETAINING WALL
SURROUNDING DETENTION
BASIN/BIO-BED WEIR WALL
SURROUND GRATE, SET TOP OF PIT
_ A Se i Timm ABOVE FINISHED = HT —e
\ BIO-RETENTION FILTER MEDIA & SURFACE IN BED | |
BATTERS TO BE PLANTED IN , RL11.30 EMERGENCY
ACCORDANCE WITH AUSTRALIAN vy |_| __EMERGEN
STANDARDS, Q100 LEVEL RL11.14m t OVERFLOW WER
|Z
PROVIDE TURFING OUTSIDE | 3
BLOCK RETAINING WALL BIO-RETENTION FILTER AREA. =
SURROUNDING DETENTION 300. |
BASIN/BIO-BED 10s RL10.00
(Z) i r - EXISTING GROUND
FILTER MEDIA Ie a. ‘ OPE oe DIAM. "=" (APPROX. R.L. 10.25)
LAYER ~ 400mm i? of] °. | woo UPGRADE TO 300 DIAM 3
TRANSITION fo fe ‘ — . S
LAYER - 100mm — |
pRAINACE — HH OLALL EZ, LELN KLLIELLLLYLLLL ESL | | 300mm WIDE SCOUR
. 1 PROTECTION BETWEEN BLOCK
LAYER - 225mm GEOFAB FOS iNtaNy
2250 uPVC COLLECTOR |_| >
PIPE 0.5% GRADE MIN. i
100mm CLEAN COARSE
SAND TRANSITION
LAYER ABOVE
DRAINAGE LAYER
SLOTTED 100% uPVC PIPES 0.5%
GRADE MIN 750 CTRS SET IN
225 THICK 5-7mm CLEAN
GRAVEL DRAINAGE LAYER.
AS PER PLAN
LL. 9.23m)
/-—\ GPx WITH OCEANGUARD PIT INSERT
(7 MPICAL DETAIL
(HATCHED).
(RK BIO-RETENTION PIT DETAIL
\swi7 SECTION
GRADE STONE PITCHING FOR
EVEN FLOW INTO
BIO-RETENTION BED.
BLOCK RETAINING
WALL SURROUNDING
BIO-BED /DETENTION
BASIN
BIO-RETENTION BED
AS PER PLANS &
DETAILS.
AS NOTED.
BEDDING SAND.
RC CONCRETE HEAD WALL
WITH STONE PITCHING
SCOUR PROTECTION FOR
EVEN FLOWS INTO
BIO-RETENTION BED.
SW FLOW DISPERTION — RC _HEADWALL
DRAINAGE PIPE SIZES ——
APPROVED COMPACTED
DRIVEWAY PAVEMENT. REFER
DRIVEWAY & ACCESS PLAN
[ FOR REINFORCING.
st
a
———_]
300mm MIN THK COMPACTED
GRANULAR MATERIAL UNDER SLAB.
TRAFFICABLE AREAS
MIN 98% FIELD DENSITY THROUGH
BACKFILL DEPTH. D>900mm
NON-TRAFFICALBE AREAS
COMPACT IN 150mm LAYERS D>400mm
/-- SW PIPE TRENCH/PIPE BEDDING & BACKFILLING
\ / UNDER PAVEMENT TYPICAL SECTION
TIMBER PALING FENCE
TERRACE SLAB PROVIDE SLEEPER ALONG
BASE OF PALING FENCE TO
AS PER PLANS
se [Reva FLOWS WITHIN
re Mh: SWALE
i
| 1000mm MIN
i
SWALE DRAIN,
REFER DETAIL
/B\ REAR DRAINAGE SWALE
\CSWATYPICAL SECTION
THIS PLAN TO BE READ IN CONJUNCTION WITH
SCG CONSULTING ENGINEERS STORMWATER
MANAGEMENT REPORT 31131(SWM)
LOOSE STONE PITCHING WITHIN
SWALE OVER GEOTEXTILE BLANKET
TYPICAL SECTION VEGETATED SWALE
FALL, WW
—_ GP1 a
100 DIAM uPVC CONNECTOR
a _ PPS
TRUNK DRAIN AS INDICATED
_ — ON PLAN
GALVANISED KERB ADAPTOR TO LOCAL
AUTHORITY STANDARDS AND IPWEA
STD. DRG SEQ-RS-081. CUT OUT
LAYBACK KERB AS NECESSARY TO
INSTALL GALVANISED KERB ADAPTOR
WITH NEAT, TIGHT FIT.
INSTALL REECE 'RHS TO PVC
ADAPTOR’ (PROD. CODE 304284),
OR APPROVED EQUIVELANT AS PER
MANUFACTURERS SPECIFICATIONS.
2/125x75. x4.0 RHS
H.D. GALV. PIPES ACROSS
FOOTPATH/VERGE.
SECTION DETAIL
/—— REAR OF UNIT DRAINAGE PIT
\.=/ TYPICAL SECTION
LAY BACK KERB ADAPTOR TO
EXISTING KERB DETAIL (RHS).
PROVIDE ABOVE SIGN IN BIO-BASIN
KERB OUTLET (2)
B Revisions for Council RFI
01.06.22
A Revisions for Council RFI
49.05.22
Revision
Description
Date
Iss
* FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
DEBUILD T/A
C) S06
ABN 40 098 481 899
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
Title:
STORMWATER DETAILS
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: Apri 22 Drawn SR Design SR
re 3131-SW1.2 |B.