Council archive · source document
SCG 30086-C Issue 1 08.12.2020 · OPW20/0227
300RCP
BM WITTA CIRCLE
RL : Na
: 2 il in
.30
5 Kerb Lintel
2.16 2.26 2.15 2.14 2.16 2.112.1428 2 .11 2.11
2 .
2.28 . 2 6 2.20 2.28 2.25 2.25
Pa 2 2.20
2.25 2.24
lm 2.31 2.30
2.35 5 s 2.33 5
2.3 2.3 9
IL1.16
2.39 2.2 H
2.41 2.44 2.42 2.43 2.29
6 2.29 4 9 EJ
WM
Garden 4.41 Top 2.4 60°43'05" 2.484.19Top 2. 2.35
2.62 2. 59
4.40 20.117
Top
2.472.35 2.63
4.24
2.30
MH
2.53 2.71
2.58
4.20Top
LL : 2.63 2.61
:2.
66
S
1 2.63 2.56 2.56
Garden
2 . 5 1 2.5 5
4.20Top
2.68 . 6 8 2.492.4 2.56
2 2.58
IO 2.64 2.50 2.60
2.429.47 48
2. 1 5.53G 2.56 2.58
2.68 2.5
Pond 0
2.5 2. 8.21G 8.18G
2.68
300RCP
FF 55
L 2.58
8.61G
2.49 2.58 2.59 2.57
2.57 Garage
8.18G 8.21G 5
Top4.25 4.38Top Ba .44 2.56 2.58 2.59 Building Over
8.44 lco
G8.38
ny
2.61 Building Over
2.502.49
4.19Top
2.58 2.5 2.6 2.95
2.60 FF 6
FF 8
L 9.60 Building Over 2.56
L Roof
2.57
Building Over
G
2.58 2.95
8.59
2.58 2.6
4 2.55
2.582.56
Roof
10.66
2.46 FFL
Re 2 S
4.31Top
nd tor
ere ey
2.572.57 2.56 2.45 6 dH 2.55
2.4 ou
30.614
2.54 2 se
2.6 2 2.6
2.43
2.53
10.64
2.62 2.40 .40
2 .43
2
2.41
2.38 5.51 Building Over
Roof
10.10
2.38 2.66
2.39
8.59G
Po 2.38
2.73 ol 2.322.32 2.3431
2. Building Over
Balcony 2.66 2.33
2.43 2.37
8.36G
2.26
5.45 Balcony 2.34 8.36G
8.46G
2.23 5.45
30.614
2.29 4
2.13 2.2
5 2.628
2.1 2.0 2 Pa
tio 2.63
4.39 Top
.63 2.63 1.99 2.11
2.35 2.35 2.01 1.97 2.10
2.12 2.12 1.91 Steps8.47G 1.91 2.35
.9 4 1 .9 6 De 2.34
ck
Top
4.32
2.62 1.99 1 1.90 8 6 . 8 7 1 P Pool
3.40
1 . 1 .88 1.89
alm
5 20.117 . 8 5
1.86 . 8 1 86 2.34 1.88
1.17 2.10Top 1.87Top 1.86 1 1 . 6
0.76 Top 5 4 1 . 5 1 240°43'05" 1.84 .54 .18 0.7
1.19 1 . 66 1. Top 1 1 .96 .670.77 1.85Top
1.84
1.85
0.9 6 0 0
1.25 0 0.70
0 .7
0.89 1.34 1.32
IL 0.65
0.46 1.32
6 0.89
0.48 0 . 8
0.61
Rev. - 10.06.16
DEBUILD T/A
Title:
Date:
Issue:
Project
Checked:
Drawn
Drg No.
ABN 40 098 481 899
Design
Rev.
Noosa Heads
web:www.scg-engineers.com
email:[email protected]
Ph (07) 5455 5604
Unit 1/11 Project Ave,
[OCR of page images]
DRAWING SIZE - Al
™
HEIGHT DATUM
LOT 110 ON N 21846
Level Datum AHD
Level Origin PSM 69515
RL 2.518
Survey information provided by
Max Watterson & Associates
300RCP
SW/EX
‘SW/EX
WITTA CIRCLE
LEGEND
~ INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.
EXISTING SURFACE SPOT LEVELS.
— ——— INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
| ——__ INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN EXISTING
— SW/eEX AS NOTED
—— w———_. INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
www. dialbeforeyoudig.com.au
SAY DIAL 1100
"Wy BEFORE YOU DIG
SITE PLAN — EXISTING SURVEY
Scale 1: 100
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE 10 BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE
an %
| | | $ |
i ° I
| 2 | |
s oS
! | | 5 5
CIMIL CONTRACTOR TO POT HOLE g | EXISTING COUNCIL DRAINAGE. TO | ao
AND EXPOSE EXISTING SERVICES © BETEMPORARY DIVERTED FOR :
TO CONFIRM DEPTH PRIOR TO c L — Bull - BASEMENT PROPOSED RESIDENTIAL
COMMENCING WORKS. TYPICAL ALL © » CONSTRUCTION, REFER DRG. C1.1 FOR _ 8.36G4
LOCATIONS. G8.38 DETALS. - Ig
| 2
z ZS TOP | '5
So oO I oO onannn -_ OD | lo
oO 8 4g _|4.31-Top rp Bounpary 9 Ss = 150°43'05 v4.32 los FX RCEW
nee RR EN
2 300RCP i A 8 eo Bs 5 Fae's
SW/EX SW/EX SW/EX SW/EK Se sw/ExX——S— sw/ex———sw/ex —S— sw Bk swyex x Ni AOIL 0.65
o. ol = SF pe,
OK \ rN NX iQ OX -
a | “N, ar 2 Lire o
Zz Ld e Ne Q Firat
ae te Uigtetye
TT WS =
|g | WR es ~
\ 5 \yX | & It
¢ | | Si ~ Oe
ne is Lot 110 8 \ “! Qik
\ 7 a
| N21846 ° \ SRE BSB
o*% >| \ \ YLoIeR is
IS 2 EXISTING DWELLING 3| >10 \ Ss SB i, ee
— . oO
-T= === 49 & 70 BE DEMOUISIRD & | Sis 5 TE LB
| . Se \pt sig
Roof | a \ © | I<
| 10.10 @ ls!) \y®
Do, ‘ Beng --- Bas) ole
. og >, ea elt as
3 2 | ve f066 10.64 +78 © Q ©, 7.85
2 2 | y x “Kk oO . ail oO | ~=
“ e 3 Roof L a 8 84
= ee. oS =
. ig > T 7 TS SS 2
~
a 2 ag ! | gues
z)8 8 sx ) | | J) % is
3 Sp |= |s
l v& 3l J/~ | @ =
v 5 s > Qs
| = S| 35
2| G “Ko
| | a | Oo OL
| a | i oy &
© | % |
Olt é :
= = |
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FH FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING
QO 1 2 3 4 5
Canin >? ?m1:100 @ AI
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
ENGINEER IMMEDIATELY.
5. THE BUILDER |S RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
6. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING
STRUCTURES/BUILDINGS THROUGHOUT THE WORKS,
PARTICULARLY DURING EARTHWORKS. REFERENCE SHOULD BE
MADE TO OUR CRITICAL DEPTH LINE DIAGRAM OR SEEK
GUIDANCE DIRECTLY FROM THIS OFFICE
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) sce
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 899
Title:
EXISTING SITE & SERVICES
Project
Lots 110 N 21846
43 Witta Circle, Noosa Heads
Date: Dec 2020 Drawn 1H Design TH
Checked: Drg No. Rev
1:200 @ AS | Sera | |SOO086-C1.1 | -
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