Original source · versioned page text
SCG 31131-Civil Issue 6-2022.03.09.pdf
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
www.dialbeforeyoudig.com.au
SAY DIAL1100
yy BEFORE YOU DIG
"NE fF
Floor Level 115]
| RL13.47
1B Ae Ln x
) _ — TOU ly 1.5m x 5.9m
<*__79°10'00" 3 of 2 — = ee
HEIGHT DATUM SS i308 95.916 = Tass aes ” one
Lot 1 on RP130594 & Lots 80 & z ae cal a oF
81 on RP71151 *
Level Datum AHD /
Level Origin PSM115316, RL 3.593m a org @TREE 21005 .
Survey information provided by Noosa E OS1010g Lot 80 (#89) ~
Cooloola Land Surveys Pty Ltd | > RP74 151 ME 0.40805 °
Drg No. 21215DET nse 2 wo? a” ” °
$ z 1
% ©) 0.4 .
on 1208 -
So SHED
é % ‘ Cap °.62015 @ @Fic 31019
& _ P26, nro
s + 79°10'08" 106 °
— - ees - —- —- —- a _ - - - - - - - -- -- ---- -@ —-—-—- -9-—_._._ cc ce
* 46.40 Wo hole Qs 95.912 so” a 40.92 Monel
Sewer Man’ a ewer Manhole
1114.47 . 1L13.47 . e et 1113.47 ©
3\(From Unity Water Records) (From Unity Water Records) aa S25 ns aN often, Unity Woter Records) '
ey, ” »” confirm as manhole is full of watey
Lot 81 (#91)
RP71151
!
SW/EX
AA /
Lot 1 (#93) /
"5 RP130594 St
ae sen" eo ae o , im >. |
, RP BOUNDARY . % YY
S,
ES
ee 2501035" 849083
0. dm —_ —_ x || 20.4m I 193m... ~ — — xq 19.3m “ x
Floor Level RL17.14 | Floor Level RL16.57
/ on
82
SP120~._
SITE PLAN — EXISTING SURVEY AND SERVICES PLAN
Scale 1: 200
LEGEND
_---77 INDICATES EXISTING SURFACE CONTOURS Revision | Description ne
8.07 AND LEVELS 10 AHD. issue
ue:
+180 EXISTING SURFACE SPOT LEVELS. FOR APPROVAL
———_ — ——_ INDICATES OVERHEAD ELECTRICITY DO NOT SCALE FROM THIS DRAWING
SUPPLY LINE 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.
INDICATES EXISTING SEWER LINE
> Unit 1/11 Project Ave,
S INDICATES SEWER LINE PROPOSED AS Noosa Heads
NOTED MIN 1 IN 60 FALL UNLESS NOTED Ph (07) 5455 5604
OTHERWISE 5 chore con
——_ w—_—_ INDICATES WATER MAIN APPROX KE -
ALIGNMENT, BUILDER TO CONFIRM EXACT —— Title:
LOCATION PRIOR TO WORKS EX. SWPT EXISTING STORMWATER PIT EXISTING SURVEY PLAN
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
ee INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
K &C EXISTING KERB & CHANNEL Project
sw INDICATES STORMWATER DRAIN PROPOSED NS.L NATURAL SURFACE LEVEL 89-93 Eumundi Noosa Rd
AS NOTED MIN 1 IN 100 FALL UNLESS lg FIRE HYDRANT ,
NOTED OTHERWISE TP TELSTRA PIT NOOSAVILLE
EP. ELECTRICAL POWER POLE
— sw/ex—————_ INDICATES STORMWATER DRAIN EXISTING KERB EXISTING KERBING Dale: Way 21 Drawn 2 | Design op
AS NOTED Checked: Drg No Rev.
Srchorisn |) |OLTS1—-C1.1)
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Page 2
.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
[OCR of page images]
DRAWING SIZE — Al
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
43077
__ 30h 5
4480
RAMP. x.
YD
REAR OF UNITS FINISHED SURFACE LEVELS TO ALLOW FOR
OVERLAND FLOW TOWARDS BIO-RETENTION /DETENTION
BASIN. PROVIDE UPSTAND TIMBER SLEEPER WALL ALONG
BOUNDARY TO RETAIN OVERLAND FLOWS WITHIN SITE
MINOR FILLING TO ALLOW REAR OF UNITS
OVERLAND SURFACE FLOWS INTO BI-RETENTION
PLANS
Nr / 111
I)
x
==
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
LY
Ke A
RW ——RW ——RW —eRw tt-Rw —RwW —RW \—RW —RW
FALL | FALL
m
a Ae
0 — OX,
| / x
SITE PLAN — BULK EARTHWORKS
Scale 1: 200
oe
ao
79° 10°00”
: 03107]
—— RW ——RW —— RW
<ALL oso-ig'35” 94.963 <ALL us
35-3 EW —
JSD DDN ag
[[ Tag
BLOCKWORK RETAINING WALL SURROUNDING
BIO-RETENTION BED TO CREATE STORMWATER
BED DETENTION REFER STORMWATER DRAINAGE
* LOT 100
RP106085
BATTERED LANDSCAPING
DOWN TO BLOCKWORK FENCE
GRADE SURFACE TOWARDS
~ —\— = ~~ =B10-BASIN
FINISHED SURFACE LEVELS
ALONG SIDE BOUNDARY TO
FALL TOWARDS DRIVEWAY
BLOCKWORK RETAINING WALL AT EDGE OF
UNIT TERRACE AREA SET IN FROM REAR
BOUNDARY, MAINTAIN EXISTING SURFACE
LEVELS BETWEEN WALL AND BOUNDARY
BLOCKWORK FENCE ALONG
BOUNDARY FOR SOIL AND
STORMWATER RETENTION
S/EX
Sw
—— Sw/EXx
RW —
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
INDICATES SEWER LINE PROPOSED AS
NOTED MIN 1 IN 60 FALL UNLESS NOTED
OTHERWISE
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 PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
INDICATES POSITION OF RETAINING WALL
TO FUTURE DETAIL
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
( LEVELS DIAGRAM
TYPICAL SECTION
NOMINATED.
, Th. FOOTING AS
DETAILED IN
STRUCTURAL
DOCUMENTS
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
finnnn-—t_ p+ ‘'m1:200 © Al
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
Rev A
B THO6 /07/08/09 REVISED 09.03.22
A BINS MOVED TO FRONT OF SITE 22.02.22
Revision | Description Date
Iss\
Rev. - 10.06.16
* 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
ENGINEERS
DEBUILD T/A
Title:
BULK EARTHWORKS
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Drawn Design
Pate: May 21 SR
SR
Checked: Drg No. Rev.
Fidean | O1131-C3.1) B.
Page 3
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
[OCR of page images]
DRAWING SIZE — At
www.dialbeforeyoudig.com.au
SAY DIAL1100
yyy BEFORE YOU DIG
20.004——
20.00
17.500 17.500
(Da pe a L
15.0004- | Wo SSS L 15.000
12.5004- 12.500
10.0 — — = nm D wo a = wo co oO LO (To) 0O Oo D ~ =a N CO 1D ~ ms oO > _ oS N N 10.00
F| ti Existi : N N N ~ = = : S 3 oe) s © 6 © ™ N 2 S @ S a ; ~m N = S 0 ° 5 + N Ss
evation — EXIs Ing : nS nt é y < xy = é oC oS S oS o oS s “S is o oS S a iS fs) iS va + + = x a x +
p d Elev. : aj F F§ | sg| SF FT fF gv Fs YF BF F BF F SF BF F F F BF BF HF GF =F fF FSF YF BF JF s
ropose ev. : ~é é x ~ ~~ x = é co os Ss Ss cS 3 oS oS is S us fs) iS el wo LS is + + = = + + +
. < — a oO 2 et > oo = © Mm _ _ 7 mM o
Cut — Fill Depths : s gf Ss Ss F&F Fg & a a JF gs JF FF F FF F F F F JF FJ F JF F F F BF SB
. TS T 1 1 1 7 i | i < 1 S S S Ss Ss Ss S ? ST S Ss S Ss S Ss Ss
17.5004-
‘a _— a
15.0004-
TSS —S—
VQ500 EES SS CT 7
10.0 — st Oo oOo nm De) wo oO N co D D ap a m9 Cc =) D> co oOo a tT oO a oOo N N é~ wo oO oO
Flevati Fyistina : % 03 & Ss S 8 2 % 2 x S © © 3 ” N = 5 2 S 5S 3 x; = S 8 m 8 m 8 & 6 6 re ie ae ~. 2 m S 2
evation — CXIStINg - Ss sf gs es SF SF ss SF SF BF Fs Ff F BF Ff FF 8 4 = Sf USF US US) US US OS wg lll CUCU gS
Proposed Elev. : a 2a fF SF F gs F F BF zy FY F F Fs F F =F gF F F YJ = F JF JF ZF F F F Bg F F BF gy F F A FF Fs 8B
roposed Lev. : 4s fF fF 4s Ff fF 4 43 fF Fs FF Ff Ff Fs 4 | FF F | FF FY FF AF FY BF Fe AF oF FY SY SF Fy SY Ss FY SD = SF es
. > sb Da So a N ~ — > = wo N — = > nm SBS x > S = — 9 Oo
Cut _ Fill Depths : s mm s SN S N = 3S S S S 8 S 8 S 8 Ss S S Ss S 2 2 S Ss Ss S S S S S 8 Qi mB ¢ 3 S a Ss = Ss
. I z 1 1 1 1 1 T 1 I S Ss e S S Ss S 1 T S Ss S eS Ss Ss Ss Ss i o 1 1 Ss Ss Ss Ss Ss So P| S T i
17.5004- 17.500
15.000--— a SSSI]
SSO Tl
SSS Cc
12.5004- Ss
7.500--
5.000-4-
2.5004- 2.500
Flevation - Existing: @ Sl a @ | | 4g a J F 2 Fg JgFTes,337, 7 5377378975937 3959 9 TF FF yyaqas»., 2s 9g s
g: £ 2 _ oS 2 2 2 3 2 2 2 iS 2 2 = + = = = ~ 2 2 2 ns 2 2 2 N S = x N = = = x= eS S 2 S = =
Proposed Elev. : 2 2-27 fF 4 2 2 2 a 2 SF BF g Fx, ge_gais7_rrgaa#sggs#s#sepeFesagsgasasaggesegeeé
p vo iS 2 2 2 iS 2 2 2 Ss 2 = = x 2 2 2 Ss 2 2 2 Ss 2 2 2 pe) = = = = = S S =) S 2
° . i A 2 2 2 a wa = st oo st N mD = So << o oO = oo nO XN N ~ Oo 0 re) 2 = XN R B s ec S
Cut — Fill Depths — N eo} s oa — m9 = re} oO ie) wo ~ oa So — 9 - Oo = ms xO ~ aD a + ~ Dp oO rm - = * oS o
. Ss So S Ss S S S Ss Ss Ss S Ss Ss Ss Ss Ss Ss Ss Ss Ss S Ss Ss S _ Ss Ss S Ss Ss ° ? Tc i T
LEGEND
INDICATES AREA OF FILL
INDICATES AREA OF CUT
SECTION X3._/ Ch-40.12
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
0.06.16
KEY
EX. SWPT EXISTING STORMWATER PIT
EX. RCHW REINFORCED CONCRETE HEADWALL
EX. SMH EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
FAH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE/PILLAR
TS. TRAFFIC OR STREET SIGNAGE
WM. WATER METER
KERB EXISTING KERBING
20.00
17.500
15.000
12.500
10.00
Rev A
A BINS MOVED TO FRONT OF SITE 22.02.22
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
AABN 40 098 481 899
C) sc
DEBUILD T/A
Title:
EARTHWORKS SECTIONS
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May n Drawn SR Design SR
Checked: Drg No. Rev.
Faowon | (IST -C3.2) A.
Page 4
.2 6
15
WM
WM
KEEP
LEFT
P
NO
PARKING
SCHEMATIC DRIVEWAY PROPOSAL ONLY, DETAILED DESIGN
ISSUED AT OPERATIONAL WORKS APPLICATION
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
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
GAPS IN KERB TO ALLOW FOR
STORMWATER RUNOFF INTO
REINSTATE FOOTPATH AT , LOT 79 DETENTION /BI0-BED
REMOVED DRIVEWAYS 7
NEW DRIVEWAY CROSSOVER IN RP/1191
ACCORDANCE WITH COUNCIL -
STANDARD AND IPWEA TYPE Lx 16.8n xf — x x
RS-OOST TYPE Aff \ SY 8 10 P7910
W ‘bap 95.916 = — - Sw SW
* = M194. . ‘ i798 a Lhe \
i | = ve | uy] * Nia Wy
Jo Pees [essa 4 00 PS pr |
Yy |
© Vi ° One LL, | WT ME. 0 ¢ Yd Yo | Ls
A. pro 2 chm | (% . 4 P71151 VILIIL IE
, eisos0 ae ‘
EXTEND CENTRAL MEDIAN KERBING PAST i FFL: 19.900 FFL¢19.000 FFL: 19.000 eis AN 7 7 FFL: 14.000 Y UNITS FFL3.469
SOUTHERN SIDE OF NEW DRIVEWAY FOR oS WM, Y) G Y
KEROING AND LANDSCAPING TOTO 77 Dea Zon Ni Lf Ne
Y Nie oo” |
COUNCIL STANDARDS. MAKE GOOD Z Ce Forolog"™ 4 Yo
LINE-MARKING AND CHEVRONS Le - Se ee NZ eee Lh ike Af ee. LL LL lole Lg LAA | ee A /
| ra a < Eo42 aes aE LE ee A PE
SI NS SS — s SPO AEN BS — KR yet 2)
CONCRETE DRIVEWAY SS J See V J ” . h<-" LOT 100
or — NN oN oh po , eo - Lots81 (#91) - i y RP106085
‘ a Ne a \ | \ \ 3 RP7TAT / © yy,
a“ oA S . A f \ 1 Sot / id pe
— P——yl- a Sp pee | | | T I i = . r T = ‘
(7 aaa aa a oes a a iE yf
/- C VIE ij RS a = | Za ” c +1459 . st \ y fr
/ 4 mr | "5 ff . \ / f ¢
J | | | | 1 t rad |/ f /, Rev B
x 4 Gh | | A a = “te ~ — a a = - 1 fh
el > 7 Z __ T | | Z l - + ow + 13.13 2 ow . L/ [ _ .
77: OY, fac a: ot | r YY o ; SW/EKT-EE swpek Sw ex Sweex SW/EX / ®
PROPOSED ; | PROPOSED proposep fl ty aa e. - yo =
UNITS | UNITS / UNITS 4 g ZONA atti th Jin PROVIDE "NO PARKING” SIGN
g | SSS L A Le ° =|3 Ki 5.6m, 4 AND LINE MARKING FOR
EXISTING CROSSOVERS Ir / / LL LLL AL LLL, l tl MIN | : : 15.7 rr ZL TURNAROUND BAY
REMOVED KERB AND CHANNEL 7A Nv a ’ | ; | /
REINSTATED in Sf Lyd 9 /| 1G Vo eo | " | - : |
fv S/ / a : .
1 GS L&// _ wm 7 FFL;16.600 FR I FFL15.000 “1 3 sp orgs
/ &/ Mo ) ys I | | 8
Lo ff &/EE os / Cos f I , Lot 1 (#93) | : RP106085
; Ja | Ze A \%
. Z P| LOO ==
! | > K * J, | |
qs | 1. Loy g . Al |
| | HO 3
: r yyy, f a isin
/ p 25910735" 84.963 l af : — LS er-
/ re
/ x || 20 10 X19.3m_ TT — TT * 9.3m
/ | RP129020 |
/ | |
SCHEMATIC DRIVEWAY PROPOSAL ONLY, DETAILED DESIGN
ISSUED AT OPERATIONAL WORKS APPLICATION
Cc THO6/07/08/09 REVISED 09.03.22
B BINS MOVED TO FRONT OF SITE 22.02.22
A ROAD MEDIAN EXTENDED 11.02.22
Revision | Description Date
SITE PLAN — DRIVEWAY & ACCESS PLAN Issue:
Scale 1: 200 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 40 098 481 299
DEBUILD T/A
DRIVEWAY & ACCESS
PLAN
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May nA Drawn SR Design SR
1:400 @ A3 1S Richardson
; ; . ; sw _| Checked: Drg No. ws
huninp———1_p—z_ym1:200 @ All ppen 5835 31131 -C6.1 C.
Page 5
.26
15
WM
WM
SCHEMATIC DRIVEWAY PROPOSAL ONLY, DETAILED DESIGN
ISSUED AT OPERATIONAL WORKS APPLICATION
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 Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — At
APF / TIO
www.dialbeforeyoudig.com.au 79°10°00"
— SW SW 85.816 W 7
DIAL1100 — .
l | SIT inno -
BEFORE YOU DIG aha | fess i
og ween yy 4— 4 i" ! He
/ DZ, yy | NA “ ot 80 ( Ce |
Dit y 7 % /RP71151 WTI |
. Y,
AN “/ Uy, 4
VA Vy oY 4 c
FFL:15.000 | FFL:15.050) 4 YY en). FFL:H3.400 4 |
Utéhiy y Yy C Yn Uy, YT i A
: Ks phy | ye yp fe Vg Ce 2.49
+ , + repolos | fiao07] Aloe au
SS RES SS ‘ th mma OU oo xt <
15.897 \ [15.488 0m4L7 —_LS.084 77 [14.1642 | [13.36 Ue. 312.589 Ne .
DRIVEWAY DESIGN TENBID et a136.72 Lx \ 14.165] Ty 2161.33 . “LOT 100
RS Be eb de i 14.723 = go A807 41:58 = ane Be yw ha — el \ * 1
ey s 3 7 =p ~~ seat e- 48 3 £1.81 (#915 se ~_RP106085 SPi¢
a a . . bs 3 s \ s ® = € 5 & &P7TN!1 5 19.519 } NX
No fe Sc LEO Pe 8 a ROR 8 = ; 4
| 16.051 S 5 Sa ' | \ .
a, \ VL Dis © ‘b ‘
az oh \ “ . sy —}:44.95 & P
rs \ ¢ = T E /
= \ 7 TN L
: | ‘113.150 PN | [12.787
79°10'09” “ Lo Pee 15.598 PN \ VY Rev A
N33 | : SW —— tt -
A rtd peememanes canes rr raauce
! |
=|3
Vie | / LEGEND
. & U U _---77 INDICATES PROPOSED SURFACE
~ FFLT5000 Hisl a 106085 LOT 99 < x 4807 CONTOURS AND LEVELS TO AHD.
Lot 1 (#9 be iN > \ \ .
RP130s04 ie \ RP106085 KX ‘in 0 _ INDICATES FINISHED SURFACE GRADE
77 TT 3 4480 EXISTING SURFACE SPOT LEVELS.
S, [20.740] INDICATES PROPOSED FINISHED
y i \ LL = “ SURFACE LEVELS
/ WW Lo v
Ly Z P5021 Y J | @ - s E INDICATES OVERHEAD ELECTRICITY
LLL LLL Kx SUPPLY LINE
aan : | LL INDICATES EXISTING SEWER LINE
259°10°35" 84.963 u 4 . A | 7 >
° 5 INDICATES SEWER LINE PROPOSED AS
NOTED MIN 1 IN 60 FALL UNLESS NOTED
LOT 1 OTHERWISE
RP129020 W INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
+ INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
SCHEMATIC DRIVEWAY PROPOSAL ONLY, DETAILED DESIGN LOCATION PRIOR TO WORKS
aE. PLAN — DRIVEWAY LEVELING PLAN ISSUED AT OPERATIONAL WORKS APPLICATION
cale :
&
w ze
8 _ = EXISTING SURFACE
= i Z| (DASHED) PROPOSED DRIVEWAY SURFACE WITH
s = =| DESIGN GRADES SHOWN.
= 8 &,
=<
17.0 oat
S 16.00 =
a
® 13.0 &
TY SSE B THO6/07/08/09 REVISED 09.03.22
LU 12.0 === A BINS MOVED TO FRONT OF SITE 22.02.22
11.0 E & E E E & 5 E & le E 5 & E & E — Description Date
~ m9 = rm oS sm a re) N 9 = = Ss So = S > a S ssue:
3 S Ss x an a 3 s = = B 3s 8 B S a re oO S S FOR APPROVAL
. . + + & gs & + + + + + ES + & & + + 3s s + + + +
Design Line Segment Lengths 7388 37, 6.88 3m) 4h 4 6.72 x 7.43 (347 1 338 | 309, 383 , 301, 5.89 553, 358 | 64, 8T 6.94 345 1 320 |
. . tt a ts iT s ~ = Tg we eT © ~ Tt '> Te m9 ToT © Ba DO NOT SCALE FROM THIS DRAWING
Design Line Grade & Level £ ot Ne N Se z Ee 8 € = E = € A & N & = & = € moog 8 € 2 E = =. < Ee 2 € < € S € & € 3 = 3 SA The design and associated details contained on this and associated
Zo “8 ue ws 7 S 7 5 7 8 + g 7 Ss 7 5 7 ar’ 5 7 3 7 oS 1 8 7 SI 7 S 1 R 7 S 7 8 7 ZS 7 % 7 “NBT crowings are copyright one ot i° be sed or reproduced without
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Se Ss Ss SF FSF SF SF FSF FF FSCS SGS FG FFF FSF FSS SSF FF FF SF SFSS SEF FE FF FSF FES SE SESE SESS
CHAINAGE - | 8S 3 Bess FES 8 Sh RSS SHSRRRBS TST SSSSER RSE EReeserxrzrteesesesesee zs 8B Tite:
Pp | | | |} | tt tT DRIVEWAY LEVELING PLAN
Profile View - Driveway Design CL "89-93 Eumundi Noosa Ra,
NOOSAVILLE
Date: May nA Drawn SR Design SR
0 > 4 6 8 10 Checked: Drg No. R
° nnnnz — — 1:200 @ AI §
400 @A3 = 8 Richerdson 51131 -C6.2 B.
Page 6
.26 .2 6
15 15
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WM WM
P
NO
PARKING
.26
15
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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
| oh
a ------4 pana — ——— | |
, |
Gy. | 7 LY) VU gr Li
| |
| |
FFL: 15.900 FFL: 15.000 FFL: 15.000 FFL:14,000 FFLp3. 400 FFL:12.600 Y |
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IFS
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LOT 1
RP129020
SITE PLAN — B99 REVERSE & WCV EXIT VEHICLE EXIT PATHS
Scale 1: 250
FFL: 15.900 FFL: 15.000 FFL: 15.000 FFL: 15.050
FFL: 12.600
rota
—
~
> FRL16.450 7 _FFL:15.000 -
LOT 99
RP106085
7
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LOT 1
RP129020
SITE PLAN — B99 & WCV ENTER & REVERSE VEHICLE ENTRY PATHS
Scale 1: 250
, / Y 5
I |
‘ | AND LINE MARKING FOR
LOT 100
RP106085
PROVIDE "NO PARKING” SIGN
LOT 100
RP106085
Seeeeeeeeeans
To
SL/
SITE PLAN — WCV VEHICLE BIN COLLECTION POSITIONING PATH
Scale 1
Rev A
FFL: 15.000
Y
EN,
: 250
B99 Vehicle (Realistic min radius) (2
Overall Length
Overall Widt
Overall Body Height
Min Body Ground Clearance
Track Width .
Lock—to—lock time. ;
Curb to Curb Turning Radius
ren a he
Cleanaway Rear Load
Overall Length
Overall Widt
Overall Body Height
Min Body Ground Clearance
Track Width .
Lock—to—lock time. .
Curb to Curb Turning Radius
4
4,
FFL: 15.000 FFL: 15.050
Gi
= =F
. Cleanav Re Load
| 1
SITE PLAN —
Scale 1: 250
ct Ye TU i C
B99 _& WCV PASSING PATHS
1:250 @ Al
1:500 @ A3
004)
5.200m
1.940m
1.878m
0.272m
1.840m
4.00s
6.250m
10.100m
2.900m
3.751m
0.304m
2.900m
2.00s
8.750m
Cc THO6/07/08/09 REVISED 09.03.22
B BINS RELOCATED TO FRONT OF SITE 22.02.22
A WCV PASSING INFORMATION 11.02.22
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 40 098 481 299
C) S06
DEBUILD T/A
Title:
VEHICLE MOVEMENTS PLAN
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: Drawn Design
May 21 SR
SR
Checked: Drg No. Rev
Famaen |! (O31 -C7.1) ©
Page 7
.26
15
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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
SCHEMATIC DRAINAGE PROPOSAL ONLY DETAILED DESIGN Date: Drawn Design
ISSUED AT OPERATIONAL WORKS APPLICATION Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — At
www.dialbeforeyoudig.com.au
SAY DIAL1100
yy BEFORE YOU DIG
43.07
Alex
i oPd
kL
\ J
Ey 6Px
Sw
RW
ALL STORMWATER
PIPES TO BE LAID AT
1:100 MIN. UNO.
INDICATES EXISTING SURFACE CONTOURS
AND LEVELS TO AHD.
INDICATES DIRECTION OF FALL
TO FINISHED SURFACES.
STORMWATER JUNCTION PIT
KE
GRATED FIELD INLETS, INDICATIVE ONLY
INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE
INDICATES SEWER LINE PROPOSED AS
NOTED
INDICATES EXISTING SEWER LINE
INDICATES POSITION OF RETAINING WALL
TO FUTURE DETAIL
EX. SWPT EXISTING STORMWATER PIT
RC. HW. = REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING
SCHEMATIC DRAINAGE PROPOSAL ONLY DETAILED DESIGN
ISSUED AT OPERATIONAL WORKS APPLICATION o 2 4 6 8
Rev B
PROPOSED 15kL RAINWATER WATER TANK REAR OF UNITS FINISHED SURFACE LEVELS TO ALLOW FOR REAR OF UNITS DRAINED VIA OVERFLOW WIER WALL AND PROPOSED 60m2 BIO RETENTION
TO RECEIVE ROOF RUNOFF (ONLY) FROM OVERLAND FLOW TOWARDS BIO-RETENTION/DETENTION GRATED FIELD INLETS AND SCOUR PROTECTION ALONG BED AND 200m3 DETENTION BASIN. (EXP-4
UNITS 1-3 & UNITS 17-20. FOR BASIN. PROVIDE UPSTAND TIMBER SLEEPER WALL ALONG INTERCONNECTING DRAIN TO PROPERTY BOUNDARY. REFER FORMED WITH BLOCKWORK WALLS.
STORMWATER RE-USE FOR LANDSCAPING BOUNDARY TO RETAIN OVERLAND FLOWS WITHIN SITE SITE DRAINAGE TYP. DRG SW1.2 FOR DETAILS REFER DRG SW1.2 FOR DETAILS
ONLY, OVERFLOW TO EUMUNDI NOOSA OO Bo DETENTION BaSI
ROAD KERB + CHANNEL. 7 -
ePTits LOT 101
y 5 RP106085
x | \
YY own @, Wate |x x \ ee _
Jf Power “ep WM es we wt a 79° 10°00” a? oe “?
2 pre heort Ww =Sv= WW Sw SSS SW SW Sw ; Sw sw MX
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/ i | oa VF Cha
[==> =>4 é | [a 4 | | _, __ DETENTION
L_ VY Yi 2 BASIN A
- Up 4 | ya JOELL ELLE, | te O YL) | | i CONNECTION PONT. EXISTING PIT REPLACED ITH
| PROPOSED inlet Y) Z ; Ye ee ddd Ve s EW PIT & EXISTING 2256 BRANCH PIPE
, juss Y | Vy / 4] Z a INCREASED TO 3006
. . 4 IN ACCORDANCE WITH STORMWATER
Ne FFL:19.000 FFL: 15.050 M7 ry FFL: 14.000 Y FFL 13.460, FFL: 12.600 | MANAGEMENT REPORT BY SCG CONSULTING
/ | SHED | | ZL i, th ENGINEERS.
ae Zin WU hd, Vil _
g 7eholos" Ty “ VA a | ,
CRESS MS sy Eh aha y Yj
N S " |
FAL. \ ) FAL. \ FA Fall <4 m x
bw = CPU A \ LOT 100
sw Sw. sw Sw. sw Sw: sw NX
Gas px Lot 81. (#91) <_RP106085
re FAL FALL RP71151 FAL x s HEAD WALL AND STONE
ees — AJ i. SCOUR PROTECTION
(— 1 we S- S >
2 a! ‘ a Ly PAVEMENT LEVELS AND BREAKS IN
| 2 _ Y ! q J S é KERBING TO PROMOTE OVERLAND
| | ! | YI | (le z a JL FLOWS INTO DETENTION BASIN
us | 2
Y 79°10'09" |] J \i\s |
t | ANG, | Le | & 4 = sw SW SW A PROPOSED BLOCK
z I 75o 10°35 ~~ === == BOUNDARY WALL
s / a} ) YL, 2 SW/EKMT-EE— SW/EX SE ‘SW/EX Sw/ex SW,
4 ° PROPOSED H 6.ff MIN : x
ca PROPOSED Ly | | a9 PROPOSED | | os
NTS | | i UNITS | ally Y be
H 4 x
| | / i 2 mK “
Le i: +— H SLLL, 3 oY EXISTING
VASA L/S / Aa 2 | ‘ WA INTER-ALLOTMENT
SSSSLS | {GPX ely 2 bs . 7 DRAINAGE
99 4 Y
Y I | | | . alls aa LD
FFL:16.600 py | yo Z ~ FFL15.000 “4 le Sr0s085 LOT 99 x
| HT Lot 1 (#93)/| Ooh 5
dyppipipiisitiiD LH z SN 2 RP130804 || at \ RP106085 \
i/o | | 2 Z, Ne YN
Yo 4, ir | = | vl air
Z ae | I : J ¥ Z| + aR
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ean —T : > ! i
= | | 7 1, | Sy g
/é | / WY IH ay Z ! Ce a Ills
- FAs MLL LLL, a ——,£, i DULL LLL LLLLLE x
le Oo RW ——RW ——RW ——RW -— RW ——RW ——RW —— RW —— RW a 1 Ra BW — Rg mM — RW RW —= RW fae — kw — a a
al [Ex<]] ‘ 950'10'38a.963 Le — pw —— ew <i | ew —— pw —— ew —— ew Me ~~ —-—-___ /
& ae ae fae ae ser se oF or é v x
& / L [ OO _ fT — x KR ~~ Xx ' \ A
€ | Floor Level RL17.92 Flan taunt pio ae i |
FINISHED SURFACE LEVELS REAR OF UNITS DRAINED VIA
ALONG SIDE BOUNDARY TO GRATED FIELD INLETS AN
FALL TOWARDS DRIVEWAY INTERCONNECTING DRAIN TO
SITE DRAINAGE TYP.
Cc THO6 /07 /08/09 REVISED 09.03.22
B BINS MOVED TO FRONT OF SITE 22.02.22
- THIS PLAN TO BE READ IN CONJUNCTION WITH A__| MAINTENANCE RAMP ADDED 11.02.22
STE PLAN PROPOSED STORMWATER DRAINAGE PLAN SCG CONSULTING ENGINEERS STORMWATER Revision | Description Date
, MANAGEMENT REPORT 31131(SWM) sre OR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawit ‘ight and t to be id duced without
LEGEND. ov cri end a al be used fee wt
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:
SITE STORMWATER
DRAINAGE PLAN
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May nA Drawn SR Design SR
| Fees, # 31131 -Swi.1| CJ
Page 8
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
VEHICLE GUARD RAIL IN
_————
ACCORDANCE WITH AS2890. 180 DIAM. ORIFICE TO 900 SQ GRATED SW INLET BLOCK RETAINING WALL
GATE/LID (HOT DIP GALV SIDE OF INLET PIT FIT PIT WITH RAISED DOME SURROUNDING DETENTION
——— WHERE STEEL) TO WITH MESH BASKET RATE ABOVE LINGHED. BASIN /BI0-BED
: SURROUND mm
ENGINEER'S o sceingd ARD PIT INSTALLED AND BIO-RETENTION FILTER MEDIA & SURFACE IN BED |
FINISHED LEVEL BATTERS TO BE PLANTED IN
| . STANDARDS. (iN stam TO TTT OVERFLOW WEIR
) ww
— Pe Tpa===4
FINISHED LEVEL GATE/UID (HOT DIP GALV R12 GALV DOWELS @ 400
400(L) EPOXY GROUTED
AS PER PLAN. WHERE STEEL) To |
/ ENGINEER'S APPROVAL. 100mm MIN INTO PIT [ ] 1:50
R.P. BOUNDARY
RL10.00
OVERALL
DEPTH
_ _ BLOCK RETAINING WALL |_-_ EXISTING GROUND
— p= > 7 SURROUNDING DETENTION FILTER MEDIA [se EXISTING 225 DIAM. (APPROX. RL. 10.25)
ou BASIN /BIO-BED LAYER - 400mm? 13 SPCRADE TO 300 DIAM
R10 GALV DOWELS @ 400 ‘LAS NoTeD 2 PIPE TO y (Z] TRANSITION = Vv : F
400(L) EPOXY GROUTED L ge OUTLET x= M —e LY,
100mm MIN INTO PIT ON PLAN. ES => — LAYER = 100mm OGL SS AI CF 07 A NX (LLL Ee J: 300mm WIDE SCOUR
TELLAM PRECAST ag oo — CORB IL 923m PROTECTION BETWEEN BLOCK
—casy ——ee = * J e
PIT OR EQUIV, : a rs a DRAINAGE 2950 uPVC COLLECTOR SLOTTED 100 uPVC PIPES 750 WALL AND BOUNDARY
pe () a LAYER - 150mm (8B PIPE LAID FLAT. CTRS SET IN 150 THICK 5-7mm
THKNESS AS AS NOTED CLEAN GRAVEL DRAINAGE LAYER.
100mm CLEAN COARSE Le |
PER MANU. || [__ON PLAN \ I's AS NOTED SAND. TRANSITION AS PER PLAN
ON PLAN. LAYER (HATCHED).
PRE-CAST STORMWATER PIT SECTION (-» GPx WITH OCEANGUARD PIT A» BIO—RETENTION PIT DETAIL
GRADE STONE PITCHING FOR
EVEN FLOW INTO
BIO-RETENTION BED. DRIVEWAY PAVEMENT. REFER INSTALL REECE ’RHS TO PVC
DRIVEWAY & ACCESS PLAN ADAPTOR’ (PROD. CODE 304284),
FOR REINFORCING. OR APPROVED EQUIVELANT AS PER
GALVANISED KERB ADAPTOR TO LOCAL MANUFACTURERS SPECIFICATIONS.
AUTHORITY STANDARDS AND IPWEA
WA SERROUNDING STD. DRG SEQ-RS-081. CUT OUT 50 GAP.
BIO-BED /DETENTION re eres LAYBACK KERB AS NECESSARY TO Min. _
BASIN / Sone sGorcsas oS 300mm MIN THK COMPACTED INSTALL GALVANISED KERB ADAPTOR
— GRANULAR MATERIAL UNDER SLAB. WITH NEAT, TIGHT FIT.
TRAFFICABLE AREAS - 4 | —|
©— MIN 98% FIELD DENSITY THROUGH r + WaT ANT ;
DRAINAGE PIPE SIZES BACKFILL DEPTH. D>200mm “those ghosAy*
BIO-RETENTION BED AS NOTED. NON-TRAFFICALBE AREAS : I |
AS PER PLANS & COMPACT IN 150mm LAYERS D>400mm a 2/125x75 x4.0 RHS
DETAILS. : H.D. GALV. PIPES ACROSS ( )
FOOTPATH/VERGE. KERB OUTLET (2
APPROVED COMPACTED © ———]
BEDDING SAND.
RC CONCRETE HEAD WALL SECTION DETAIL
WITH STONE PITCHING
SCOUR PROTECTION FOR
EVEN FLOWS INTO
BIO-RETENTION BED. LAY BACK KERB ADAPTOR TO
SW FLOW DISPERTION — RC HEADWALL (— SW PIPE_TRENCH/PIPE BEDDING & BACKFILLING EXISTING KERB DETAIL (RHS).
\ / UNDER PAVEMENT TYPICAL SECTION
THIS PLAN TO BE READ IN CONJUNCTION WITH
SCG CONSULTING ENGINEERS STORMWATER
MANAGEMENT REPORT 31131(SWM)
Revision | Description Date
“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.
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299
>» Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
Title:
STORMWATER DETAILS
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May nA Drawn SR Design SR
0 1 > 3 4 5 Checked: Drg No. Re
° nnn} 7 1:100 @ Al §
200 @A3 = 8 Richerdson 51131-SW1.2) .
Page 9
.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
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
SUB-CATCHMENT B TO DRAIN VIA
DETENTION AND BIO-RETENTION BED AND
EXISTING INTER-ALLOTMENT DRAINAGE
CONNECTION POINT
EXISTING SWALE FORMATION
RETAINS STORMWATER SURFACE
RUNOFF WITHIN THE SITE
EXISTING INTER-ALLOTMENT
DRAIN CONNECTION POINT
INCLUDING GRATED INLET PIT
EXISTING BUNDING ALONG
REAR BOUNDARIES RETAIN
STORMWATER SURFACE
RUNOFF TO WITHIN THE
SITE
SUB-CATCHMENT A TO DRAIN
TO NOOSA EUMUNDI ROAD VIA
KERB CONNECTORS
ea hy 18.am EXISTING CATCHMENT AREAS
SUB-CATCHMENT AREAS a tian | EXISTING SITE: 4148m?
LL AREA A: 1100m? PNO\ 0 FSi 3m
Ussssssssiss AREAB : 3040m? 14.70 | 14.7 ———
: KX artes
115.9% \7 “PON *
| ‘59h res 185
EXISTING INTER ALLOTMENT
DRAIN WITHIN EASEMENT A
j
| | |
&16.9m %18.5m *17.0m
SITE PLAN — PROPOSED STORMWATER CATCHMENT AREAS SITE PLAN — EXISTING STORMWATER CATCHMENT AREAS 10 THN SHE AND WA-NTER ALLOTMENT
Scale 1: 400 Scale 1: 400 DRAIN WITHIN EASEMENT A
NEIGHBOURING SITE CONTAINS AND DRAINS
EXISTING COUNCIL STORMWATER
INFRASTRUCTURE ASSESSED
x oo
2
Ge-) KERB INLET
er? GRATED PIT
SL 6.29
35.20 4508 M143 4500
HEADLAND DRIVE
a 8 5256
MANHOLE
SL 9.52
gy
S
gL 94
MANHOLE
SL 834 / o%
Ss
g
dn
jh v2.ayf MANHOLE
; S Mn ook SL 8.34
oe ( dng is >
87/79RP71151
P INTER ALLOT
GRATED PIT
ALLOT
oP
“OM,
LEVELS BY DAVID LAU SURVEY'S Issue:
' 9/97SP106085 FOR APPROVAL
\
DO NOT SCALE FROM THIS DRAWING
SITE PLAN — COUNCIL INFRASTRUCTURE SURVEY he inn sede nid ond oe
drawings are copyright and are not to be used or reproduced without
Scale 1: 500 the written permission of SCG Consulting Engineers.
/
/
/
1
t
| Revision | Description Date
1
t
1
1
t
email:[email protected]
Unit 1/11 Project Ave,
ff “ Noosa Heads
| Ph (07) 5455 5604
Title:
SITE PLAN — LOCALITY COUNCIL INFRASTRUCTURE PLAN BS aa eo conc STORMWATER DRAINAGE
. MANAGEMENT REPORT 31131(SWM)
SUB-CATCHMENT PLANS
www.dialbeforeyoudig.com.au
DIAL1100 ma
89-93 Eumundi Noosa Rd,
NOOSAVILLE
BEFORE YOU DIG
Date: May nA Drawn SR Design
SR
Checked: Drg No. Rev.
Schorr |) OT1S1 -SW1.3) -
Rev,- 10.06.16
Page 10
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
DRAINS results prepared from Version 2021.031
EIA
Initial Losses: 0
Continuing Losses: 0
LOCATION AND LAND-USE
1 2 3
Pit, Node Sub-
or Basin Catchment
AEP Name Area
(ha)
5.67 No. 95 Pit 0.34
5.67 No. 95 Pit 0.34
5.67 Ex. Pit A Lot 99 SP 106085
5.67 Ex. Pit A Lot 99 SP 106085
5.67 Ex. Pit B Lot 99 SP 106085
5.67 Ex. Pit B Lot 99 SP 106085
5.67 Ex. Pit Lot 100 SP 106085
5.67 Ex. Pit Lot 100 SP 106085
5.67 EXP4
5.67 EXP4
5.67 EXP-3
5.67 EXP-3
5.67 EXP-2
5.67 EXP-2
5.67 Detention Basin 0.29
5.67 Detention Basin 0.29
NOTES
This sheet presents results from a pipe system model using ILSAX, the rational method, extended rational method (ERM), or the ARR 2016 initial loss -
RIA
4
Land-
Use
Type
(IL-CL)
EIA
RIA
PA
EIA
RIA
PA
EIA
RIA
PA
EIA
RIA
PA
EIA
RIA
PA
EIA
RIA
PA
EIA
RIA
PA
EIA
RIA
PA
EIA
RIA
PA
EIA
RIA
PA
EIA
RIA
PA
EIA
RIA
PA
EIA
RIA
PA
EIA
RIA
PA
EIA
RIA
PA
EIA
RIA
PA
PA
27
2.6
5
Percent-
age
(%)
55
30
15
oo
oO
oo
Entire Catchment Area
EIA 0.419 ha
RIA 0.102 ha
PA 0.108 ha
Total Area 0.629 ha
TIME AND RUNOFF
6 7 8 9
Constant Kinematic Wave or Friends
Flow Formula Parameters
Time Length Slope Roughness
(minutes) (m) (%) n
5
5
5
Roce reece eer eee as above -------------- >
5.67
2
5.67
Keer e eee ee eee ee as above-------------- >
(66.5%}
(16.1%}
(17.3%}
10 1
Total Peak Sub-
Entry Catchmen:
Time, t.
(minutes) — (m°/s)
*worst storm
5 0.171
5
0
5 0.245
5
0
5.67 0.128
2
0
5.67 0.196
2
0
continuing loss (IL-CL) model implemented in the DRAINS program, (www.watercom.com.au) involving considerable calculations with multiple rainfall patterns, and complex
hydraulic computations. Therefore, unlike older rational method calculation sheets, this sheet does not portray hand calculations.
It presents the key model inputs and outputs of interest to reviewers.
INLET DESIGN
12
Origin of
Flows
13
14
15 16
Overflows Approaching Pit
Peak
Flowrate Approach Flowrate(s)
(m’/s)
Flow
Width
(m)
Depth x Inlet
Velocity Family
(m’/s)
FIELD INLI 900 Sq. Pi
<---as above--->
PIPE SYSTEM DESIGN
17 18 19 20 21 22 23 24 25
Peak Peak U/S Pipe D/S Pipe
Inlet Approach Bypass Flowin Reach Pipe Pipe Invert Invert
Size Flow Flow(s) Pipe Length Slope Diameter Level Level
(m*/s) (m*/s) (m/s) (m) (%) (mm) (m) (m)
0.171 0.007 0.129 21.57 5.1 225 13.6 12.5
0.245 0.088 0.131 S---------- eee as above ------------- >
0.129 23.92 5.85 225 12.5 11.1
0.131 K-- rere eres as above------------- >
0.129 14.52 7.58 225 11.1 10
0.131 S20 reer reese as above ------------- >
0.129 18.28 6.46 300 10 8.82
0.131 Roe rere eee eee as above------------- >
0.178 14.94 2.07 375 8.82 8.51
0.24 Kore ee eee eee as above------------- >
0.178 5.79 21.42 450 8.51 7.27
0.235 K-20 ee reer eee as above------------- >
14.47 3.11 450 7.21 6.76
Knee ee ee eee eee as above ------------- >
0.128 0
0.196 0
26
u/S
HGL
in Pipe
(m)
14.447
14.541
12.742
12.742
11.342
11.342
10.146
10.148
9.108
9.16
8.622
8.639
PIT RESULTS
27 28 29 29a
DIS Pipe Pressure QUDM
HGL Flow Change Chart No.
in Pipe Velocity Coeff. 2008
(m) (m/s) Ku [2016]
13.439 2.79 1.84 A1-4 [A2-3]
13.5 2.84 1.79 A1-4 [A2-3]
11.391 2.79 2.29 H-O'L
11.4 2.84 2.29 H-O'L
10.163 3.9 0.66 A1-9 [A2-6 & A2-7]
10.165 3.91 0.66 A1-9 [A2-6 & A2-7]
9.108 3:73) 0 A1-5 [A2-4]
9.21 3.75 0 A1-5 [A2-4]
8.723 2.69 0.39 A1-24 [A2-37 & A2-38]
8.775 2.79 0.93 A1-24 [A2-37 & A2-38]
8.289 5.79 0 A1-5 [A2-4]
8.374 6.26 0 A1-5 [A2-4]
0.2 A1-5 [A2-4]
0.2 A1-5 [A2-4]
THIS PLAN TO BE READ IN CONJUNCTION WITH
SCG CONSULTING ENGINEERS STORMWATER
MANAGEMENT REPORT 31131(SWM)
29b
QUDM
Chart
Ratios
H/Do=2.6, Vo2/(2gDo)=1.66
H/Do=2.9, Vo2/(2gDo)=1.70
Qg/Qo=0.00, S/Do=4.8
Qg/Qo=0.00, S/Do=4.9
Du/Do=1.00, Qg/Qo=0.00, S/Do=2.1
Du/Do=1.00, Qg/Qo=0.00, S/Do=2.1
Du/Do=0.80, Qg/Qo=0.00, S/Do=1.0
Du/Do=0.80, Qg/Qo=0.00, S/Do=1.0
DI/Do=0.78, B/Do=1.50, (Qu/Qo)(Do/Du)=0.90
DI/Do=0.78, B/Do=1.50, (Qu/Qo)(Do/Du)=0.72
Du/Do=0.86, Qg/Qo=0.00, S/Do=1.0
Du/Do=0.86, Qg/Qo=0.00, S/Do=1.0
Du/Do=1.00, Qg/Qo=0.00, S/Do=2.4
Du/Do=1.00, Qg/Qo=0.00, S/Do=2.6
30
Water Ground
Surface Surface
Elevation Level
(m) (m)
15.17 15
15.27 15
13.44 13.57
13.5 13.57
11.39 13.57
11.4 13.57
10.15 10.65
10.15 10.65
9.11 9.48
9.21 9.48
8.62 9.27
8.64 9.27
8.29 8.82
8.37 8.82
31
32
Pit
Free-
board
(m)
0
0.13
0.07
2.18
247
0.5
0.5
0.37
0.27
0.65
0.63
0.53
0.45
33 34
Pit Remarks
Name
No. 95 Pit
No. 95 Pit
Ex. Pit A Lot 99 SP 106085
Ex. Pit A Lot 99 SP 106085
Ex. Pit B Lot 99 SP 106085
Ex. Pit B Lot 99 SP 106085
Ex. Pit Lot 100 SP 106085
Ex. Pit Lot 100 SP 106085
EXP-4
EXP-4
EXP-3
EXP-3
EXP-2
EXP-2
Detention Basin
Detention Basin
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 40 098 481 299
C) S06
DEBUILD T/A
Title:
SITE STORMWATER
PC DRAINS DATA
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May nA Drawn SR Design SR
. Checked: Drg No. Rev
Srichardson |) | OTTSI-SW1.4 |
Page 11
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
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
EXP—3
EXP—2
EXP—1
210L/s 210L/s 211L/s
Q/PIPE 6 375mm 450mm 450mm
GRADE | patum El. 6 2.07% 21.42% 3.11%
Hel 8 =| 8| A
a 00 | 00 | 0 00
Surface | 5 x
Level 3 oS oo
Invert |g 2|e ee 8
level 5 318 xa 3
+ m
Chainage| o 2 &
= N
Q10 PRE DEVELOPEMENT
8.37
35.20
178L/s 178L/s 178L/s
Q/PIPE 375mm 450mm 450mm
GRADE Datum El. 6 2.07% 21.42% 3.11%
o 00/00 00/00 oO
Surface | N o
Level 3 o oo
Invert jg 2|2 gle 8
Level [8 ae xa 5
+ Mm
Chainage|o 2 3
Q10 POST DEVELOPMENT
8.37
35.20
239L/s 235L/s 243L/s
Q/PIPE <= mn >< 450mm Ss omen >
GRADE | patum El. 6 O/% 21.42% 11%
Ho 8 2 alg g
o 00 | 00 00 | 00 0
Surface 9 nN nN nh
Level [5 S oo x
Invert ° colo colo °
& alin RIS ©
Level |g % led RN IR S
+ mM oO
Chainage|o 2 3 a
= Q ”
Q100 POST DEVELOPEMENT
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
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299
C) S06
Title:
SITE STORMWATER
PIPE LONG SECTIONS
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: Drawn Design
SR
May 21 SR
Checked:
RPEQ 5835
mass, S13I-SWS.