Original source · versioned page text
SCG 31131-C-2021.09.14.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
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
LEGEND
__--77 INDICATES EXISTING SURFACE CONTOURS
4907 AND LEVELS TO AHD.
+180 EXISTING SURFACE SPOT LEVELS.
— E —_ INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
INDICATES SEWER LINE PROPOSED AS
NOTED MIN 1 IN 60 FALL UNLESS NOTED
OTHERWISE
w——————_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
ey 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
Sw
— sw/ex ———— INDICATES STORMWATER DRAIN EXISTING
AS NOTED
KE
EX. SWPT EXISTING STORMWATER PIT
RC. HW.
EX. SMH
E.0.B.
K&C
N.S.L.
FH.
TP
EP.
KERB
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
@\(From Unity Water Records)
1113.47
(From Unity Water Records) “A
RP BOUNDARY
259°10°35”
SITE PLAN — EXISTING SURVEY AND SERVICES PLAN
Scale 1: 200
Floor Level RL16.57
79°10°08"
Floor Level #87 L
| RL13.47 Rp
(From Unity Water Records)
Obviously incorrect but unable to /
confirm as manhole is full of water,
/
= SE 0l69L
82
SP120~_
. Checked: Drg No. Rev.
| Skeradson |) |S1151 -C1.1 |
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.
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
DEBUILD T/A
Title:
EXISTING SURVEY PLAN
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May nA Drawn SR Design
SR
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Page 2
.26
15
WM
WM
Telstra Pit
Elec Pillar
SCHEMATIC 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
SAY DIAL1100
yy BEFORE YOU DIG
EXISTING SEWERS RELOCATED IN ACCORDANCE THIS REAR BLOCK OF UNITS DRAINED VIA PUMP
WITH A UNITYWATER APPROVAL ISSUED BY -————— STATION AND RISING MAIN TO UNITYWATER
CERTIFIED UNITYWATER CONSULTANT. APPROVAL ISSUED BY CERTIFIED UNITYWATER
CONSULTANT.
On
RL13.47 RP? 184
x 16.8m &17.0m 16.0ng |, 16.5m 15.9nf
= Se = se a 79°10°00" ae =
A _—- — 5 SSS SS eS = OU:C«=Cg Ie CUCOCsti‘“< “
/ /
WO // Ay Yo /
PROPOSED TT et snp PROPOSED
UNITS UNITS 89 L
RP 7 ‘80
& Sep / 1 5 ]
nerete Dri 4 /, cee PUMP
, TATION
Z w4 79"10'08"
Je ~—¥ | L Pe J A l J z
ea Tora vent 4 Re C pea ae
Saerrom Unity Water Records) (From Unity Water Records) 0 hs RM RM RM RM a - RM eM on, ny nase aco =
ve Mon, FALLS confirm gs ,
E] x % =] E} #
ae = 9 ] L
s oO O t
She oe R Pp 7 7
r os ] 7 5 1
ELS, S/LALSL,
Unig Tom Up,
/. Y Wate, ; nity Wey : /
‘may og 4
79"10'09" A) 4, S000 enna, =
71.933 Aes . . oe 2
S + EMT EE DO TOSS"
© Sg, 23.976
6) MIN
’ %, /
PROPOSED , ~ RS “4 |
{Lai UNITS UNITS o
& 4 4
as = Y cs /Y /, 2 SP
# s}e
=/6
° RB Lot 7 7 4
3 O 5 fe) 4 ae
Mf * “oy
%
hago @
[-————"359'10°35" 6, <a sl
84.963 vas Set
fs ‘2 / 7. “ ? 7 7 7 oP om es oe om gs71 : < a
” Manhole
Floor Level AL17.9 7 oR IO X]] 20-4 [793m ey |9Sm
92 Floor Level RL17.14 Floor Level RL16.57
SCHEMATIC PROPOSAL ONLY DETAILED DESIGN ISSUED AT BASING SEVERSRELOGATED W ACCORDANCE
OPERATIONAL WORKS APPLICATION CERTIFIED UNITYWATER CONSULTANT.
Revision | Description Date
Issue:
SITE PLAN — PROPOSED SEWER WORKS FOR APPROVAL
Scale 1: 200 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,
LEGEND Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
DEBUILD T/A
Fay INDICATES DIRECTION OF FALL websww.sog
oN TO FINISHED SURFACES. KE
Title:
GPX GRATED FIELD INLETS, INDICATIVE ONLY ~—
BI Ex SWPT BUSING STORMWATER Pr PROPOSED SEWER WORKS
sw INDICATES STORMWATER DRAIN PROPOSED RC. HW. — REINFORCED CONCRETE HEADWALL
AS NOTED MIN 1 IN 100 FALL UNLESS EX. SMH EXISTING SEWER MANHOLE
NOTED OTHERWISE E.0.B. EXISTING EDGE OF BITUMEN Project
K &C EXISTING KERB & CHANNEL .
s NOD SEWER LINE PROPOSED AS NS. NATURAL SURFACE LEVEL 89-93 Eumundi Noosa Rd,
FH. FIRE HYDRANT
INDICATES EXISTING SEWER LINE 1? Lise NOOSAVILLE
EP. ELECTRICAL POWER POLE ; 5 Beal
KERB EXISTING KERBING Date: May 21 rawn gp | Design cp
— RM
Annnt———t_?>——t__fm1:100 @ At} peg 5835
1:200 @ A3 JS Richardson
INTERNAL PUMP STATON anak —t__F 31131 -C2.1| .
— _ INDICATES SEWER RISING MAIN FROM Checked: y Dig No. m
Page 3
.26
15
WM
WM
Telstra Pit
Elec Pillar
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
| Rex £2
REINSTATE FOOTPATH AT Wer ole fo ae ppt —- . oe — fe eo ef Bf
REMOVED DRIVEWAYS | ee ’ —— === a STR —— “916 OtC<“CStsOSSSTC ASN _ - > SHAé/
2 1017
on / k
ACCORDANCE WH COUNCIL Yo Vi / 7 V0
STANDARD AND IPWEA TYPE Feta
RS-0051 TYPE A / Lr net # 89
9 Yo orovosen PROPOSED 25 Lot 8
oe . Ko yy J UNITS “ ° NP7 115 7 s
Sf if, Ke 4 4 Z
x \ “se % Z , ~) moor | (7 Y Z Z $
S —7 Y fe 4 th Va a — iS Z | LLL LE LL [| 59032 |) | 72 (LLG tz, vo LEY. ZZ OT $
gy I 7].
S = CONCRETE DRIVEWAY ‘
S/ ° Taek 4
A
> TITT7 | VTS TIFT) Si #
/ /
7
EXISTING CROSSOVERS / Y. 79°10'09" ; S .
PNSTATED ANNE fe a, a oo ye on 7 Kp er ee rs a
6.1_ MIN RVI 14. Jr fo
L PROPOSED |
Nn Y/ ( UNITS
) WY f/ ; nara k Y J. 4 ala sp
‘ fl 8 ot 1 7) Si
4 AY , | Uf y
cd | [——258°T0°35" Uy
/ oe a ee ee
J 22. xf) 26 x
/ |
/ | |
SCHEMATIC DRIVEWAY PROPOSAL ONLY, DETAILED DESIGN
ISSUED AT OPERATIONAL WORKS APPLICATION
- Issue:
aE. PLAN DRIVEWAY & ACCESS PLAN 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
DRIVEWAY & ACCESS
PLAN
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May nA Drawn SR Design
SR
0 > 4 6 8 10 Checked: Drg No.
Tannafs——1 — 1:200@ AI §
“400 @ a3 | Sree | |OI131 -C3.1
Page 4
.26
15
WM
WM
Telstra Pit
Elec Pillar
.26
15
WM
WM
Telstra Pit
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
Elec Pillar 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
5 WM,
Telstra Pit
Ns we
WM &
6.100
AALS,
no
WM &
> WM b>
SITE PLAN — B99 & MRV VEHICLE EXIT PATHS
Scale 1: 250
Telstra Pit
6.100
/
De" 7 = ——_
7 inl = ileum Pig Vehicle
SSSA L SL PZ.
/
SITE PLAN — B99 & MRV VEHICLE ENTRY PATHS
Scale 1: 250
MRV — Medium Rigid Vehicle
Overall Length 8.800m
Overall Widt 2.900M
Overall Body Height 3.633m
Min Body Ground Clearance 0.428m
Track Width 2.500m
Lock—to—lock time 4.00s
Curb to Curb Turning Radius 10.000m
[— —_9.2 4
ES
+ — —
bal sor
B99 Vehicle (Realistic min radius) (2004)
Overall Length 5.200m
Overall Widt 1.940m
Overall Body Height 1.878m
Min Body Ground Clearance Q.272m
Track Width 1.840m
Lock—to—lock time. . 4.00s
Curb to Curb Turning Radius 6.250m
Revision | Description Date
May SR SR
5 tom Checked: Drg No. Rev.
1:250 @ Al S|
"4500 @ AZ| SRehardsn |) | ST131 -C4.1
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.
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299
a Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
Title:
VEHICLE MOVEMENTS PLAN
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: nA Drawn Design
Page 5
.2 6
15
WM
WM
Telstra Pit
Elec Pillar
SCHEMATIC DRAINAGE PROPOSAL ONLY DETAILED DESIGN
ISSUED AT OPERATIONAL WORKS APPLICATION
.26
15
WM
WM
Telstra Pit
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:
Elec Pillar
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
ALL STORMWATER
PIPES TO BE LAID AT
1:100 MIN. UNO.
PROPOSED
RL13.47
PROPOSED BIO-RETENTION BED IN ACCORDANCE
WITH STORMWATER MANAGEMENT REPORT BY
SCG CONSULTING ENGINEERS ISSUED
OPERATIONAL WORKS APPLICATION
PROPOSED
LEGEND
INDICATES DIRECTION OF FALL
TO FINISHED SURFACES.
GRATED FIELD INLETS, INDICATIVE ONLY
F,
All
& GPX
INDICATES STORMWATER DRAIN PROPOSED
Sw
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE
Ss INDICATES SEWER LINE PROPOSED AS
NOTED
INDICATES EXISTING SEWER LINE
KE
EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
E.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
KERB EXISTING KERBING
SUB-CATCHMENT 1 SHOWN
HATCHED DRAINS TOWARDS
EUMUNDI NOOSA RD
Floor Level RL17.14 | Floor Level RL16.57
SCHEMATIC DRAINAGE PROPOSAL ONLY DETAILED DESIGN
ISSUED AT OPERATIONAL WORKS APPLICATION
ALL ROOF STORMWATER RUNOFF DRAINED
TO PROPOSED DETENTION AND RE-USE
TANKS. DETAILED ROOF DRAINAGE DESIGN
BY HYDRAULICS CONSULTANT
SITE PLAN — SCHEMATIC STORMWATER DRAINAGE PLAN
Scale 1: 200
SUB-CATCHMENT 2 (NOT
SITE PLAN — SUB-CATCHMENT PLAN SITE _STORMWATE!
Scale 1: 500
HATCHED) DRAINS TOWARDS
REAR OF SITE VIA DETENTION
TANKS
R_DRAINAGE
UNITS UNITS
° Sep
Up Ldgd 7
»s : ’ /
3 7p'10'08"| |
-—-.—}-- |__| Ae © [Z ———s “ |e | JA, Z ae y
% eyed Manhole Se _ S.912 |
Ss From Unity Wa (From Unity Water Records) a S825 Va
es 3 Oe SY sw
Ss a sw ey _ = sw e sw sw aa
i . > GPX GPX
F he s oO
LLS LS, VSS S SL LS 7 or USe
"Wate on / (WATER TANK
Soe) of hog ROOF ONLY
7 go.15 ,
a é °” Manhote A .
’ oy Ys ‘| gs
ne 7)0. nnn AS
fog
“ee MIN
‘ z, /
A » PROPOSED 4p
As UNITS |
IS
4 TLL /. r Sp
PROPOSED ie
House UNITS # 93 Elz
‘ RP 1 ot a
A |
4 Ue JS, “i 7 We
2591035"
_ 84.965 | _ =
x 2 x] 20.4 [Px 7G 35) —
PROPOSED STORMWATER DETENTION AND
RE-USE WATER TANKS. DETAILED DESIGN
IN ACCORDANCE WITH STORMWATER
MANAGEMENT REPORT AND OPERATIONAL
WORKS APPLICATION
DESIGN STORM INTERVAL 100 YEAR ARI
SITE TIME OF CONCENTRATION 10 Min.
100 YEAR ARI COEFICIENTS OF RUNOFF
PERMEABLE AREA — 0.84
IMPERMEABLE AREA — 1.0
EXISTING SITE
Qigg - 225 It/s
ALL FLOWS TOWARDS REAR OF SITE
PROPOSED SITE
Qigg - 275 It/s TOTAL
CATCHMENT 1: 75 It/s
DRAINING TO EUMUNDI NOOSA RD
CATCHMENT 2: 200 It/s
DETAINED FLOW RATE 20 It/s
UNDETAINED FLOW RATE 150 It/s
DRAINING TOWARDS REAR OF SITE
SCG CONSULTING ENGINEERS STORMWATER
MANAGEMENT PLAN WITH DETAILED ANALYSIS
ISSUED FOR OPERATIONAL WORKS APPROVAL
PRELIMINARY SITE STORMWATER ASSESMENT
EXISTING INTER-ALLOTMENT DRAINAGE
CONNECTION POINT SITE CONNECTION IN
ACCORDANCE WITH STORMWATER MANAGEMENT
REPORT BY SCG CONSULTING ENGINEERS AND
OPERATIONAL WORKS APPLICATION
EXISTING SURFACE BUNDING
ALONG REAR FENCE LINE
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
DRAINAGE PLAN
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May nA Drawn SR Design SR
Checked: Drg No. Rev.
RPEQ 5835
S Richardson
S151 -C5.1.
t