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SCG 28084-CD Issue 8 2020.05.14
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
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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]
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www.dialbeforeyoudig.com.au
SS DIAL 1100
BEFORE YOU DIG
Scale 1: 100@A1
Scale 1: 200@A3
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
DRAWING SIZE — Al
a 7 —
a .
2
wi Qe & DH. = 2 yy
HEIGHT DATUM SR ONS e a Ca Se “oy ye
LOT 2 ON RP 802207 = S | 2 < Os
Level Datum AHD 3 3 x
Level Origin PSM19568, RL1.245m so =x 2 .Sb. a
eS B 2 ore 8
Survey information provided by Ze ay o <b. Rr ©
' 1 RAN oe S 3
Max Watterson and Others Qs we = cw | $
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DB. o ak |S pl ¥ 8 ah av a “‘Y FENCE~2:0M HIGH TO REMAIN.
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Cs <<. od <E f4. B ee + RP BOUNDARY .
T<e os és = 4 os > * BOUND 4
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Ww w— Ww Ww w w Wi oe TIMBER SLEEPER WALL
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Qs. <a. |. : oO 9 66°04' 30.175 |
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ALL SERVICES SHOWN ON THIS PLAN INDICATIVE Zit <+ Kel! 2S T fi |
ONLY CONTRACTOR TO LOCATE ALL SERVICES EX. SMH 2 So =
PRIOR TO COMMENCING WORKS ON SITE. ALL + \Tp O t—s
SERVICES ARE TO BE PROTECTED IN ™ | |
ACCORDANCE WITH THE AUTHORITY RESPONSIBLE a oD two storey
FOR THE SERVICE £ office building
x< |
LEGEND eo gk =
_-—_ INDICATES EXISTING SURFACE - uy :
CONTOUR AND LEVEL TO AHD. TT | —— a
S = | _
|S” EXISTING SURFACE SPOT LEVELS. ” Loilills _ — -
E INDICATES OVERHEAD ELECTRICITY Au ©
SUPPLY LINE Wid P &
—— —-= ~x. \
Ww INDICATES WATER MAIN APPROX 8 ;" * \ KEY
ALIGNMENT, BUILDER TO CONFIRM cc . 9 EX. SWPT EXISTING STORMWATER PIT
EXACT LOCATION PRIOR TO WORKS pe 2 RC. HW. REINFORCED CONCRETE HEADWALL
f EX. SMH — EXISTING SEWER MANHOLE
5 >= ! E.0.B. EXISTING EDGE OF BITUMEN
INDICATES APPROX LOCATION OF a! \ K &C EXISTING KERB & CHANNEL
EXISTING COUNCIL SEWER LINE 3 | Na. NRE AORN LEVEL
; INDICATES TELSTRA LINE APPROX 2. . es FLECTIAGAL POWER POLE
ALIGNMENT, BUILDER TO CONFIRM o| » O_o T
L258 KERB _EXISTING KERBING
EXACT LOCATION PRIOR TO WORKS 6 s Ss _ _ _ _ _ WM WATER METER
EP. \ SITE PLAN — SURVEY & EXISTING SERVICES
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 IS 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.
fManu-——1_}——7_f'm1:100 © At
1:200 @ AS
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.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 40098 481 699,
C) Ste
DEBUILD TA
Tie: OPERATIONAL WORKS:
SURVEY & EXISTING
SERVICES.
Project
93 Mary Street
Noosaville
Date: Drawn Design
April 2018 GM
MS
; Checked: Drg No. Rev
| Sttenowsn |) | 28084-OWl | -
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