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SCG 32225-CD Issue 2-13.02.2023

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DRAWING SIZE — At

 

HEIGHT DATUM

LOT 2 & 3 ON MCH3881
Level Datum AHD iI
Level Origin PM 105735, RL 4.577
Gympie Tce, Noosaville

Survey information provided by | !
Max Watterson & Associates

 

 

 

LEGEND

+\89 EXISTING SURFACE SPOT LEVELS.

EF INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

—_— w——_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

| ——__ INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

— sw/Ex ————_ INDICATES STORMWATER DRAIN EXISTING
AS NOTED

 

 

 

 

 

  

 

1 8 Sh 8

42

   

 

 

~~ 2-Storey
Building ~~

 

 

 

 

 

4 ee

——-

HAPLAIN PARK

9
re

EX. SMH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

   

|7.68Eave 7.69Eave.

Window Opening PX.
Top 7.30 ‘,

    

Bottom 6.26 { \
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3h , 16 ny op 7.30 N, A
vee 18 ADA: ‘ Bottom 6.38| . 98
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7. 456 N 6.89Eave 2 i) 2 rt Building
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|
2 Storey | Window
Building 50 | 5 Beton % 38.
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www.dialbeforeyoudig.com.au

SAY DIAL 1100

 

BEFORE YOU DIG

 

 

 

 

 

 

 

 

 

 

GYMPIE

TERRACE

SITE PLAN — SITE SURVEY & EXISTING SERVICES

Scale 1: 200

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
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

 

 

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EX. SCP
E.0.B.
K&Cc
NS.L.
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TP
EP.
KERB
RCEW
SV
W.M

EXISTING STORMWATER PIT
EXISTING SEWER MANHOLE
EXISTING SEWER CONNECTION POINT
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL

FIRE HYDRANT

TELSTRA PIT

ELECTRICAL PILLAR

EXISTING KERBING

REINFORCED CONCRETE END WALL
STOP VALVE

WATER METER

 

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.

 

 

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

 

 

 

 

 

“SITE SURVEY & EXISTING
SERVICES
130-152 Gympie Tce,
Noosaville

Date: Sept 22 Drawn 1H Design H

 

 

 

| 85, | 32225 -OW11| -

 

 
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