Original source · versioned page text
SCG 31131-C-2022.02.24.pdf
.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
KE
EX. SWPT EXISTING STORMWATER PIT
www.di i EX. RCHW REINFORCED CONCRETE HEADWALL
.dialbeforeyoudig.com.au 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
MINOR FILLING TO ALLOW REAR OF UNITS BLOCKWORK RETAINING WALL SURROUNDING FH. FIRE HYDRANT
BEFORE YOU DIG REAR OF UNITS FINISHED SURFACE LEVELS 10 ALLOW FOR OVERLAND SURFACE FLOWS INTO. BICRETENT
OVERLAND FLOW TOWARDS BIO-RETENTION/DETENTION BED OCTENTIGN RETER STORMWATER ORANACE TP TELSTRA PIT
BASIN. PROVIDE UPSTAND TMBER SLEEPER WALL ALONG PLANS EP. ELECTRICAL POWER POLE/PILLAR
BOUNDARY TO RETAIN OVERLAND FLOWS WITHIN SITE TS. TRAFFIC OR STREET SIGNAGE
- ex oo WM. WATER METER
KERB EXISTING KERBING
Nr / 111
\ oe 79°10'00”
SWisg____ St 8W
0.216
* LOT 100
RP106085
Rev A
BATTERED LANDSCAPING
DOWN TO BLOCKWORK FENCE
GRADE SURFACE TOWARDS
~—— \ = ~~ = BI0-BASIN
BLOCKWORK FENCE ALONG
BOUNDARY FOR SOIL AND
STORMWATER RETENTION
-0.310
— RW —— RW
<A yeq10'35" 84.963 <ALL
Rw ——RW —— RW —— RW
FE
Sa Ka | KF |
FINISHED SURFACE LEVELS
ALONG SIDE BOUNDARY TO
FALL TOWARDS DRIVEWAY BLOCKWORK RETAINING WALL AT EDGE OF
SITE PLAN — BULK EARTHWORKS BOUNDARY, MANTAN EXISTING SURFACE
Scale 1: 200 ALL SERVICES SHOWN ON THIS PLAN NDICATIVE LEVELS BETWEEN WALL AND BOUNDARY
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
A BINS MOVED TO FRONT OF SITE 22.02.22
LEGEN D Revision Description Date
ee Issue:
= INDICATES PROPOSED SURFACE E INDICATES OVERHEAD ELECTRICITY
4307 CONTOURS AND LEVELS TO AHD. SUPPLY LINE FOR APPROVAL
, S/EX INDICATES EXISTING SEWER LINE . DO NOT SCALE FROM THIS DRAWING
___5.0% _» INDICATES FINISHED SURFACE GRADE NOMINATED. ’ !
INDICATES SEWER LINE PROPOSED AS irovings ee copyright ond oreo fo Be used or repodced whut
+189 EXISTING SURFACE SPOT LEVELS. S$ NOTED MIN 1 IN 60 FALL UNLESS NOTED 3 the biter paren of S58 Conny Engen, Pee woe
OTHERWISE pte TS
RAMP. INDICATES DIRECTION OF RAMP UP OR |. 2 Ky, FOOTING AS Unit 4/11 Project Ave,
SS DOWN AS INDICATED yw INDICATES WATER MAIN APPROX DETAILED IN SOG cosa Heads
ALIGNMENT, BUILDER TO CONFIRM EXACT STRUCTURAL < snasinngsegsngerscom
Mos NA OF CUT (NEGATIVE) OR LOCATION PRIOR TO WORKS - DOCUMENTS 3 ea? CONSULTING websywmv.seg-enginees.com
FILL (POSITIVE) AS NOTED i eon so9
INDICATES TELSTRA LINE APPROX -
—_ tT ——_ .
INDICATES AREA OF FILL ALIGNMENT, BUILDER TO CONFIRM EXACT FINISHED LEVELS DIAGRAM Title:
LOCATION PRIOR 10 WORKS TYPICAL SECTION BULK EARTHWORKS
INDICATES AREA OF CUT sw INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
b (ew-29 A INDICATES LOCATION OF SECTION LINES NOTED OTHERWISE Project
Se 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 NOTES CONTAINED ON 31131-N NOOSAVILLE
INDICATES POSITION OF RETAINING WALL Date: D Desi
RW —— TO FUTURE DETAIL ee May 21 em sR | SR
Checked: Drg No. Rev.
0 2 4 6 8 10
: 3 Q 5835
1:400 © A3 3 S Richardson jl | J -C3.1 A.
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Page 2
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 3
.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
REMOVED DRIVEWAYS 4 ‘ | LOT 79 DETENTION /BIO-BED
7 | RP71151
NEW DRIVEWAY CROSSOVER IN
ACCORDANCE WITH COUNCIL
STANDARD AND IPWEA TYPE [x 17.0m — _ 16.019 by 16.5m x 15.07
RS-0051 TYPE A 3° 79°10°00” oe
a SE OW {SW fives SW, SW
OOOO “Le ”
a !
| (ESL
Ce Y.
YY Y
| Lo YY Ne t, 80 (#89)
| Y Z . 1151
/ Y ~ ’ © ’ — ” (} *
EXTEND CENTRAL MEDIAN KERBING PAST por rd Mg J Vo FFL: 19.900 AN 1 ry FFL:14.000 ¥ FF 13.490
SOUTHERN SIDE OF NEW DRIVEWAY FOR / A) |i |E=Bins=+ a oS WM, . YW | L L
RIGHT IN AND QUT ACCESS ONLY, | tt nerese DrivehWAZ ; 4 4 /
KERBING AND LANDSCAPING TO TO % | Pt he % pe Ys i, %, AN | Me) Z Y-
COUNCIL STANDARDS. MAKE GOOD Lt! | : Z )
LINE-MARKING AND CHEVRONS PIE SS ee LLihkh pwn ALEX MVE 2 ZEN EL LE Ze eee apes” Se as Ll fb ee Xe A
Li fi SY NI PEDESTRIAN ZONE NI MASA Sy SSS ABS IS FIDO OO OES PEDESTRIAN TONES I 7
iz \ ! peor J a
oo CONCRETE DRIVEWAY \. 3 a, J 1 4 “ . 2. LOT 100
SN sw= sw— sw =-e—_> “si SW sw Sw = sw Sw = >
oO vl -_ 4 ; ek 2 Lot.81_ (#91) j~ y RP106085
e® oS . von _ G \ | H 5 ‘ . RP7THGT S / & dx
Se = yop ==4 [77 > eee el L \ >» / Z ‘
WATE) NOY ue “Uni J f + a ae “an \ - Y
eos ° L \ io | 3 y ae aS UY
TT ~ wo br \ sl + c ta . st
ra CM r L \ | Sis r , \ / ¢
/ 4 | L ; {| 4 \ 4 Fs \ / jy é
& | [ 111 Z \ x ER Fahy A / Y Rev B
/ ; LL, | wt | 1! so? et fh
_ 4 = 7 DTI de Lo A | i + 13.13 SiG a Y / _ .
TT V7 Nis T a r TT 51035, 7
4 | “| 2 ! |} ne uN fe “ ? ; sw/exnet—ee— sw/eh 23.976 on Sw/ex a, ®
PROPOSED PROPOSED Lf ty ON proposed <I a hes e. - y TS —
UNITS | UNITS L 1 | / UNITS 4 g JON xt Zm +h Jen PROVIDE "NO PARKING” SIGN
4 ) / | | Yijssss ° =|3 KI4.8rk 15.6m,, 4 AND LINE MARKING FOR
EXISTING CROSSOVERS I / LLL LLL ALL, | city | I | ; 15.70 4 TURNAROUND BAY
em ome, (TTT ig : | eat 4 |
/~ p if XS ae | ¢ H | g
ef psy Fo imine 4 P| Ta 7 F160 B)
| J &/3/| HN in FFL;16.600 ho Lf} : t I LOT 99
/ /) f/ & Oe et / i ra s I | | | Lot 1 (#93 a RP106085
L/S | « ‘ | 2 RP130594 h
/ Lda i! | | ! r \ | / iS A 3
\ ZY) | | M1 / QUEL | | |
ve | | |
qs ys F ; i
| =a oh. 1 Te |
Li |
: WOM. WA. |
/ p 25910735" 84.963 l =I af : — LS er-
/ re
/ x || 20 10 X19.3m_ — OO TT * 9.3m
/ | RP129020 |
/ |
SCHEMATIC DRIVEWAY PROPOSAL ONLY, DETAILED DESIGN
ISSUED AT OPERATIONAL WORKS APPLICATION
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
Title:
DRIVEWAY & ACCESS
PLAN
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May nA Drawn SR Design SR
1:400 @ A3 {JS Richardson
; ; . ; sw _| Checked: Drg No. ws
nnnnnt—__p>——1_m1:200 @ A1_ ppg 5835 31131 -C6.1 B.
Page 4
.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
Ar /IJl
www.dialbeforeyoudig.com.au 79°10°00"
— arn Sw SW “W858 Sw W SW SW 7
ODIO Io iii Doon. |
DIAL1100 l \i- | J ERR
BEFORE YOU DIG a SSS | | fo
BS S77, , YY Ll. | a
J 1 IKot 80 (#89)
The 4 y “Wilt 71151 Y 4 7
, aa 4 |
Ny Z ie
FFL: 15.000 |. FFL: 15.050 Ga 4 FFL:14.000 -}- FFL:13.400 | FFL: 12.600 1
5 “) | 7 /, ty, FZ) M > iy .
Vy N, G-— —GO/ Oe
: J psy | | py LENLD 4 9.49
. rejiolos" | Ara 007], La AA
= —s ab alia —— (Za a= T sé }
NSS SI SARA AMINA I= ANC B r Sa 113,378 OKZ ““ 1
15.897 \ 115.488 15,024 wa 15.034 F 14.164 FE . 77 (12.589 F\%, .
“118.12. . I 4.3 7 738.11 ya 7 ~1:61.33 \
DRIVEWAY DESIGN N UL) 2h:36.72 Lx \— 14.165], Dee ~~ ; S LOT 100
No Bs en aig sh | 4.7237 mba oh “A827 =1158-(— =>“ ey eel \ *
8 3 $ S @\ 8 2 Pls 7 Bese --- 4S ee 2 2 3 £1.81 (#915 se ~_RP106085 SP
PY BAF Bo albilie~g [14.754 Pome 8 8. 8\ ase & 8 8 PTR og 12.512} 4 N\
AL be N & 2? 2 mn % >
~~ 116.051 [dS ccc 1 | fA fee £ sleeper - |
: OO, | islf | V. P\ 13285) | 4
= x | FE etc 4 . ; -]: 44, 4 -p
Mah | fA Pf VX T s| fas) |
i" CZZ pore ft - | 1) 413.150 P| [12.787
79°10'09” | , i | 8 I Se SV Rev A
! T1833 | 14.994 ! (SS .
| | I }_|
| | = A | . r| SWEET wrk 23.976 SW/ex
| | = |
| | | Y 1
| ) 2| 9
| ~\
7 | LEGEND
) . , 2 99 \4 4 7 L-
. $ Y Y _-- INDICATES PROPOSED SURFACE
| | | FRSI5.000 t Tis| 106085 LOT 99 < x 4807 CONTOURS AND LEVELS TO AHD.
Lot 1 (#9 8 \ > KOO ;
De H Re sosba Ae \ RP106085 \ \ Ant INDICATES FINISHED SURFACE GRADE
| ; . | \ \ "
| | 3 \ 9 XISTING SURFACE SPOT LEVELS.
| te a7 soc ros raed
. \, 29.740
| y dl ) 4 fi yy = “ SURFACE LEVELS
/ KI a .
| Z 9-021 Y J | ra s E INDICATES OVERHEAD ELECTRICITY
7 Cys “, Kx SUPPLY LINE
95010°35" 84.963 , L| | INDICATES EXISTING SEWER LINE
3 4 ee ee
° S INDICATES SEWER LINE PROPOSED AS
NOTED MIN 1 IN 60 FALL UNLESS NOTED
LOT 1 OTHERWISE
RP129020 Ww INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
T 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 :
2
S z
s L s EXISTING SURFACE
a & Z| (DASHED) PROPOSED DRIVEWAY SURFACE WITH
s = =| DESIGN GRADES SHOWN.
Ss e ez,
=<
17.0 5 ree
Ss 16.00 ——+-====-=== 7
6 SSE SEA ea
@ 13:00 ——f- + —} | _} —} | +} —}- ,_}_ +} ++} 4+} _+_ + +_ +++} Fo -|— | Se S
LU 9200 $y I I I I I I I I I I I II I TTT === A BINS MOVED TO FRONT OF SITE 22.02.22
11.0 = = = 7” = = E = = E = E E E E E Revision Description Date
= * = 9 s 3 3 "3 & 3 = 2 S 3 = 8 2 s Issue:
3S S S S q a 8 > 5 5 oS oS Rg rr oO oS S
Design Line Segment Lengths 3 S 8 é 3 3 S g 3 3 é 8 5 & z 3 3 3 z 3g z é FOR APPROVAL
| — + Sut - ise a Aa a aL LAs S41 338 | 50 “8 . “ol 5.89 t+ 2.35 — st | ail oa ae 2 a. DO NOT SCALE FROM THIS DRAWING
Design Line Grade & Level e ot Ne N Se z € 8 € = e =) Ee Si E A e eS < S e 8 e 8 Ee or e = = e e cord e < Ee S e & e 3 e 5 SA The design and associated details contained on this and associated
oe “ oN _ Ss _— Ss — 3 = Ae] = be — > —_ = 7 S 7 Q = be 7 2 —_ SI — oS oo 9S = S 7 8 = 2 ~ — 37 drawings are copyright and are not to be used or reproduced without
LS ws oS os Pe wo ' Ld Ss iB re) ~ + x + ms ' 3 ws a ! ms | “i “i l ie the written permission of SCG Consulting Engineers.
SSINCSL_-| SSE SRRREE HER EREERREEEE ERE EER EREU RYE EY ELER EE ERE EEEL spp sense
[PIP PLP PPE IPR FF Fi FP RP PPP Pe FF Pe FP OR PF PP FF s ‘Si cal sin reno
5 web: Wwww.scg-engineers.com
a a =
CHAINACE - | S&S 2 eseezezseseeteeesgee2eezecse¢esesgeegee2s3esesesee2e¢e2e2esesesesee2e232zeeesee2e2z2egeces2e2z2e2e¢e2¢¢ge2¢e2¢e2ees
S 3 s§ 8S & a FT EF SF RF Rh AKA SBS H HS BS BS VSP YP FF S S&S B&B BSB SB SBS BS SEB BRK KF KR GB &B & B&B B F&F F BEB Title:
po | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 4 DRIVEWAY LEVELING PLAN
/ Li | /° ° i . / Project
/| | WV — JIrVey | / / .
NOOSAVILLE
Date: May nA Drawn SR Design SR
0 3 4 6 8 10 Checked: Drg No. Rev.
nant 1m 1:200 @ AI
1400 @ a3 || Skee |) 31131 -C6.2) A.
Page 5
.26 .2 6
15 15
WM WM
WM WM
P
NO
PARKING
.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 — At
FFL: 15.000 FFL:
a-1T-4 Uje
4 “ Z
.
LOT 100
RP106085
PARKING
4,
PROVIDE "NO PARKING” SIGN
AND LINE MARKING FOR
7 FFL:15.000 “ TURNAROUND BAY
“FFL: 16.450 - LOT 99
RP106085
LOT 1
RP129020
SITE PLAN — B99 REVERSE & WCV EXIT VEHICLE EXIT PATHS
Scale 1: 250
FFL: 15.900 FFL: 15.000 FFL: 15.050
s-T7-4
To
TTT
LOT 100
RP106085
~
> FRL16.450 7 _FFL:15.000 -
LOT 99
RP106085
7
\-
oer
LOT 1
RP129020
SITE PLAN — B99 & WCV ENTER & REVERSE VEHICLE ENTRY PATHS
Scale 1: 250
Seeeeeeeeeans
wo
B99 Vehicle {Realistic min radius) (2
Overall Widt
Overall Bod
Track Width
Lock—to—lock time
Curb to Curb Turning Radius
Clearance
Ws
Cleanaway Rear Load
Overall Len
Overall Widt
Overall Bod
Min Body
——
Clearance
Lock—to—lock time
Curb to Curb Turning Radius
CONNOUN =
FFL: 15.050
) 4,
FFL: 15.000 FFL: 15.000
. Cleanav Re Load
ce TU C
SITE PLAN — B99 & WCV PASSING PATHS
Scale 1: 250
1:250 @ Al
1:500 @ A3
SL/
SITE PLAN — WCV VEHICLE BIN COLLECTION POSITIONING PATH
Scale 1: 250
004)
5.200m
1.940m
1.878m
0.272m
1.840m
4.00s
6.250m
0.100m
300m
751m
304m
500m
OQs
750m
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
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
Samad | \OI131-C7.1 B
Page 6
.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
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
BEFORE YOU DIG
Sw
RW
43.07
Alex
i oPd
kL
\ J
Ey 6Px
ALL STORMWATER
PIPES TO BE LAID AT
1:100 MIN. UNO.
LEGEND
INDICATES EXISTING SURFACE CONTOURS
AND LEVELS TO AHD.
INDICATES DIRECTION OF FALL
TO FINISHED SURFACES.
STORMWATER JUNCTION PIT
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
KE
EX. SWPT
RC. HW.
EX. SMH
E.0.B.
K&C
N.S.L.
FH.
TP
EP.
KERB
Floor Level RL17.92
EXISTING STORMWATER PIT
REINFORCED CONCRETE HEADWALL
EXISTING SEWER MANHOLE
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL
FIRE HYDRANT
TELSTRA PIT
ELECTRICAL POWER POLE
EXISTING KERBING
Flanr laval DI a7 44
x
|
FINISHED SURFACE LEVELS
ALONG SIDE BOUNDARY TO
FALL TOWARDS DRIVEWAY
SITE PLAN — PROPOSED STORMWATER DRAINAGE PLAN
Scale 1: 200
x
REAR OF UNITS DRAINED VIA
GRATED FIELD INLETS AN
INTERCONNECTING DRAIN TO
SITE DRAINAGE TYP.
THIS PLAN TO BE READ IN CONJUNCTION WITH
SCG CONSULTING ENGINEERS STORMWATER
MANAGEMENT REPORT 31131(SWM)
—
Rev B
PROPOSED 15kL RAINWATER WATER TANK REAR OF UNITS FINISHED SURFACE LEVELS TO ALLOW FOR REAR OF UNITS DRAINED VIA OVERFLOW WER 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 SWI.2 FOR DETAILS REFER DRG SW1.2 FOR DETAILS
ONLY, OVERFLOW TO EUMUNDI NOOSA OVERLAND FLOWS DIRECTED
ROAD KERB + CHANNEL. LOT 79 TO BIO-DETENTION BASIN
° LOT 101
RP71151
y ; RP106085
ve | |
wit 9 Wateh teeter |x x \ ee _
Jf Power “ep WM g ot o® es we a 79°10°00” oe oe a —a
ES TL T I
: lg J ‘e SW: BS‘. Se =sw— a * sw SopeW : sw =e T Sw a3” XI BLOCK RWALL
‘S ‘3 OOoO005 l Hh ononon., .
Ig A \ i LET «a
/ aff COCO) eee | é Po PE a= ---p— ----- 4 | | _, __ DETENTION
wv VT, YT | OU : TTT 2 BASIN fo
é OS a SIT7, Uf a 1, Wi V0 Lot 80 (#89) “y | = EXISTING INTER-ALLOTMENT DRAINAGE
oy SEAT 4 On, VL, ON Re71 REDBGSED. VLLL LE) | - CONNECTION POINT. EXISTING PIT REPLACED WITH
| PROPOSED inet YA «UNITS ZZ | S EW PIT & EXISTING 2259 BRANCH PIPE
/ 5 HTS “4 / by é 4 a INCREASED TO 3009
= . : . 4 , LAS - 14 IN ACCORDANCE WITH STORMWATER
¢ a FFL: 15.000 “y , FFL:19.000 FFL: 19.050 “/F ry FFL: 14.000 / FFL AQ0 FFL:12.600 14 | MANAGEMENT REPORT BY SCG CONSULTING
& fer) || [E=Bi / L SHED Y | ‘ : Y yy / , \“ ENGINEERS.
¢ | | ! Y A Z Yj J
| fp Vie YA | iy f Me “i, \ ae
1 ‘| / 74 | | 7 Y A |
- 9110l08" T Wj YA |
= + ’ — {| ab go I zl CL] =F f Al f f S
“_— ae _s ss = Ls 4 - O08 : a 4 . Yj |
16.14 3 FA F, oft x
sw Sw. sw Sw. sw Sw: sw XY ,
Tox meter (en) ~_RP106085
phe FNL FALL RP71151 FAS <x x HEAD WALL AND STONE
—EE Ss le SCOUR PROTECTION
VITO ——=T : S KY,
Y 2 ul | 4 a fe PAVEMENT LEVELS AND BREAKS IN
F } 2 Y q J S é KERBING TO PROMOTE OVERLAND
/ t I =
) | | Oe | (le z a JZ FLOWS INTO DETENTION BASIN
/ 7 79°10°09” a Sa | #1 ‘
t ANG, l | J | % 4 = sw SW SW A PROPOSED BLOCK
z I 750 10°35 ~~~ =~ BOUNDARY WALL
> \ o| G4 LL 2 SW/EEMT—EE— SW/ex——_"SW/EX SW/EX sw,
no Y 5
PROPOSED ATA | zat \ | UNIS | | i UX [
UNITS | | | ll Ips Y zm
| : | ely * x “
Kg ! Bim MN | a, ] Ty ew aN EXISTING
——— | aw VN T 4 —
SSSSS SL VASSAL AA LAA z 0 | ‘ L INTER-ALLOTMENT
i! Fopx | {| GPX ety K DRAINAGE
FFL: 16.600 Ce ! Hl ! Y, 210. t | : x SP1060g5 LOT 99 <
| | iT Lot 1 (#93)/| B Sp) \
dyppipipiisitiiD zl | z a ? RP130s04 | ar \ RP106085 Ny
Yo - _ | Z| | =| ZS, | 4 \ \
é V/ Uist, it i | z | fy a| f° Be
/ , | ia 7 | So A \
gy Y) |} | | if x pal . U®
$ V, “yy iyi | | iV | & | | x ALIN
J We ——_| 7 | | PY | | 4 ~
| | es | Ba Uy “H | NI ¥
/é Ws i vw i & L 3 ! LD pppype @ Ill:
- MLL, DULL LLL L KLE x
ge G LoRw ——RW ——RW ——RW RW ——RW ——RW ——RW ——RW RS FW STi — RW bs) a | a
Or = & 259'10'35" 44.963 i — aw —— ew SK | ew —— Rw —— ew —— ew Me p> -
LP a? er en oe oF é v
SCHEMATIC DRAINAGE PROPOSAL ONLY DETAILED DESIGN
ISSUED AT OPERATIONAL WORKS APPLICATION o 2
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May 21 Drawn SR Design SR
1:400 @ A3 : S Richardson # 5113) -SW1.1 B.
B BINS MOVED TO FRONT OF SITE 22.02.22
A MAINTENANCE RAMP ADDED 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.
C) S06
Title:
SITE STORMWATER
DRAINAGE PLAN
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