Council archive · source document
Civil Plans 30086-OPW Issue 3 16.09.20 · OPW20/0227
Plans and drawings: the text below has words only, no drawings.
BM R L
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
3 5 s 2.33 5
2. 2.3 9
IL1.16
2. 39 2. 2 H
2.44 2.42 2.43 2.29
6 2.29 2 . 4 9 EJ
WM
4.41 Top 2.4 60°43'05" 2.484.19Top 2.35
4.40 2.62 2 .5 9
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
2.63 2.56 2.56
Garden 2.51
4.20Top
2.51 .492.45
2 2.56
2.68 64 2.58
2. 2.50 2.60
2.429.47 48
2. 1 5.53G 2.56 2.58
2.68 2.5
2.5 0 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
Ba .44 2.56 2.58 2.59 Building Over
Top4.25 4.38Top
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 8 9.60 Building Over 2.56
FF 6 L
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
2.57 2.56 2.45 6 dH 2.55
2.4 ou 61
30.614
6m
330°43'05"
2.54 2 se ²
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
2.38 2.39
Po
ol 2.322.32 2.3431
2. Building Over
Balcony 2.66 2. 33
2.37
8.36G
2.26
5.45 Balcony 2.34
8.46G
2.23 5.45
30.614
150°43'05"
2.29 4
2 .62 2.13 2.2
5
2.1 2.08 2 Pa
tio 2.63
4.39 Top
.63 2.63 1.99 2.11
2.35 2.01 1.97 2.10
Rev. - 10.06.16
.
DEBUILD T/A 2.12 1.91 Steps8.47G 1.91 2.35
.9 4 1 .9 6 De 2.34
ck
Top
4.32
Title:
2.62 1.99 1 1.90 8 6 . 8 7 1 P Pool
3.40
. 1 .88 1.89
Revision
Project
1
Issue:
alm
Checked:
5 20.117 5
.
1.86 . 8 1 . 8 2.34 1.88
1.17 2.10Top 1.87Top 1.86 1 1 . 86 6
0.76 Top 5 4 1 . 5 1 240°43'05" 1.84 .54 .18 0.7
1.19 . 66 1. Top 1
Date: July 2020
1 1 .96 .670.77 1.85Top
1.84
1.85
6 0 0
Description
0.9 1.25 0.70
0 . 7 0
Noosa Heads
1.34
43 Witta Circle
0.89 1.32
IL 0.65
SITE SURVEY &
Drg No.
0.46 1.32
6 0.89
Drawn: TH
0.8
EXISTING SERVICES
ABN 40 098 481 899
.
Date
30086 -OW1.1
Design: TH
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 — A2
Oo
— D> |
S & a
See: ce | Building Over
HEIGHT DATUM SS QO SS oe
! G8.38 !
LOT 110 ON N 21846 |
Level Datum AHD oO o |
Level Origin PSM 69515 a 20T oO Oo \4.31To
an op . 9 4.19Top, st P_RP-BOUNDARY— ca
ft = =— = = — ta = == 1S
R258 G — ae ey Ss eo .
Survey information provided by oOo co 9 Oo oO 19
Max Watterson & Associates iA 2 300RCP iO a On oO
s sw/ex 2 sW/EX sw/ex SW/EX S-sw/EX—_A_—_ sw /ex_————sw7ex—=
uy * '
HK ~ 2 ae |
or 12 A ___ 4
| oO A wee |
| “OQ & Ze |
CONSTRUCTION NOTES \ x x 3 Oe AY .
GENERAL: Q o Be My Ee
1. DO NOT SCALE FROM THIS DRAWING. U4 , a a | 4 4 5
2. ALL DIMENSIONS IN. MILLIMETRES — wo lb 1x oN % lo
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE (A / KS i§ [ O t | | O
ARCHITECTURAL DRAWINGS. O ALN Q Q QB © > |g
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE WY ee . aol @ la N21846
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE mi | NX o oO § PP
ENGINEER INMEDIATELY. 7! © B > | lg 5
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING O ot a a 3 K- — 8 EXISTING DWELLING &
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL =}o< 2 ©! Sug — opp FO XISTING DWELLING | &
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH a a am wi | TO BE DEMOLISHED ¢s
THE ATTACHED CRITICAL DEPTH LINE DIAGRAM. x eo aw
6. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING +— = | | oS |
STRUCTURES/BUILDINGS THROUGHOUT THE WORKS, |— NO . 4.20Top, 4 — | %
PARTICULARLY DURING EARTHWORKS, REFERENCE SHOULD BE — ef BL —_ _—k | Sev
MADE TO OUR CRITICAL DEPTH LINE DIAGRAM OR SEEK Pl 2 Ee) | | Ve 0.66
GUIDANCE DIRECTLY FROM THIS OFFICE S a 21 9 BO | | | * Roof.
‘Ss N Qa X
SS ao oO
vs I | Is 2
; ig 3
LV Sit |> \ od
S 7 2'5 ow | s gk
LEGEND Py
__-—~ INDICATES PROPOSED SURFACE |
CONTOURS AND LEVELS TO AHD. | |
2 EXISTING SURFACE SPOT LEVELS. 7
= _ 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 SITE PLAN -— EXISTING SURVEY
— SW/EX AS NOTED
Scale 1: 100
evision escription ate
KEY Revisi D ipti Dat
——_____ w—__ INDICATES WATER MAIN APPROX — Issue:
ALIGNMENT, BUILDER TO CONFIRM EXACT EX. SWPT EXISTING STORMWATER PIT FOR APPROVAL
LOCATION PRIOR TO WORKS ALL SERVICES SHOWN ON THIS PLAN INDICATIVE RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH EXISTING SEWER MANHOLE as Unit 1/11 Project Ave,
ONLY CONTRACTOR TO LOCATE ALL SERVICES FX SCP EXISTING SEWER CONNECTION POINT Noosa Heads
PRIOR TO COMMENCING WORKS ON SITE. ALL POR FYISTNG EDCE OF BITUMEN Ph (07) 5455 5604
SERVICES ARE TO BE PROTECTED IN K &C EXISTING KERB & CHANNEL 5 email:[email protected]
. . ACCORDANCE WITH THE AUTHORITY NSL NATURAL SURFACE LEVEL 5 web:wwrw sogrengineers.com
www.dialbeforeyoudig.com.au RESPONSIBLE FOR THE SERVICE FH FIRE HYDRANT 3
TP TELSTRA PIT Title: SITE SURVEY &
DIA 11100 EP. ELECTRICAL POWER POLE EXISTING SERVICES
KERB EXISTING KERBING Project 43 Witta Circle
BEFORE YOU DIG Noosa Heads
Date: July 2020 Drawn: TH Design: TH
p
0 1 2 3 4 5 «| Checked: Drg No. Rev.
mann —1_r7__jm1:100 @ A2_— ®! RpeQ 5835 30086 -OW1.1
| S Richardson
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