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Revised Engineering Plans · MCU24/0120

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DRAWING SIZE — At

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

KEY
j= ~| _ . .
HEIGHT DATUM | ° Existing EX. SWPT EXISTING STORMWATER PIT
LOT 320 ON P 93113 1 | 8 Lowset PX SUH EXISTING SEVER MANEOLE
Level Datum AHD | | 9G House EX. SCP EXISTING SEWER CONNECTION POINT
Avocet Parade, Peregian Beach {I| + V9 xl ° E.0.B. EXISTING EDGE OF BITUMEN
Survey information provided by N mn bajes 2 P 8 K &C EXISTING KERB & CHANNEL
AXIS. SURVEYS ers ks & NS.L. NATURAL SURFACE LEVEL
|i FH, FIRE HYDRANT
| | | | Lu Roof Peak TP TELSTRA PIT
© EP. ELECTRICAL PILLAR
| cs BL 19.41 ss 5% KERB _EXISTING KERBING
| Z> 25 > > RCEW REINFORCED CONCRETE END WALL
; - ono SV STOP VALVE
5 No Mk D ~~ 2 nm Yr 87°28 No Mk WM WATER METER
| 4349 Found o__limber Fence 281 O 1203 S7.463 ,, i 1116 - limber Fence Found
oS 1332 // US // T a 1198 To 1 i 00 I] C 17968 11 M31
| =| & wae oes TTT TT 110.95 10.80 10.89 10.88 . \
| =| © \ 5/0 | N ‘
||| a 7 Concrete 19.91 _ 10.86 12. \
 Roofwater | = \ bbe 10.98 777) we & \e
@ Outlet IL 18.30  __ | Vegetation \ TR pct | Retaining Wall y & ls
Q 8 o \ | "4 gevisting Block Retaining \
EX. SMH? | LS 2 ~ .
® 5k | \ | e |
NS GS O°
swer M/H 2 2 <O R Be NN Floor Level Floor Level . !
13.63 | 3 © OG RL 13.25 |
- to. = ‘ f ™~\K RL 11.01 10.96 |
O | a 3.27 43.28 - 43.20 3 |
3 OE~ ps 4 Floor Level S }
| Lo et 7 E . ti a |
Plo
C) | NL / RL 15.91 XIS Ing Floor Level /
OM 4\| Highset RL 11.01 | | °
| - 2 . Z & House | “
o S ct \ 2 —~ ¥ a |
RA os N wlr~ oe 4 \
aT =| on > < 15.89 98 ~~ xe) | |
| 3 S / k if % \ \ \ we N0.96 ew | & |
“U Y / oe Rgof Peak w \ \ \ N \ °
Bitumen | ra YC Ri 18.93 \ \ \ \ es \ i
: co
Driveway C) Y / os \ \ \ \ \ ns \ \ | S/N
25 | vo \ \ \ Los
222 ’ \ N
S \\ OQ Existing
"®@ Lowset
Roofwater ™ C) | House Well
Outlet IL13.07 | \. A
wo
(Oo 8 way
\' \
\
\
8 \Power Pol
3s 8 \ #66839
Big
EX. MG) \
Sewer M/H \
RL 13.2 \
2 e
@ 8
\
oe
Drivewa
Bitumen
LEGEND Driveway
4\80 EXISTING SURFACE SPOT LEVELS. 2\
= »
E INDICATES OVERHEAD ELECTRICITY IN Av O C eC t
SUPPLY LINE 2 ~ C 4 C C Revision Description Date
Py pe Issue:
INDICATES EXISTING SEWER LINE e. * 0 EX. SWPT 1 . 9.87 FOR APPROVAL
Ww INDICATES WATER MAIN APPROX by / (ody 5 EES ce - Age — 1161 11.64 - a _Fdge of Bit ~ men Bion
ALIGNMENT, BUILDER TO CONFIRM EXACT vO oF tw Tn fy) 110.38 DO NOT SCALE FROM THIS DRAWING
LOCATION PRIOR TO WORKS Concrete 1224 12.11 12.02 11.74 EX. SMH Ge) Telstra devngs'e cpyight andre tl tbe ised or repeded witout
; INDICATES TELSTRA LINE APPROX Driveway J Sewer M H the written permission of SCG Consulting Engineers.
ALIGNMENT, BUILDER TO CONFIRM EXACT / RL ; E 7 “ject Ave
LOCATION PRIOR TO WORKS c 10.66 z SCG Noosa Heads”
— sw/ex INDICATES STORMWATER DRAIN EXISTING i \ enaladnnQsegengneescon
AS NOTED 3 oa web:www scg-engineers.com
SITE PLAN — SITE SURVEY & EXISTING SERVICES
Scale 1: 100 Title:
dialbet ai TS SITE SURVEY & EXISTING
www.diaiberoreyoudig.com.au ALL SERVI HOWN ON THIS PLAN INDICATI
y g ONLY CONTRACTOR TO LOCATE ALL SERVICES SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
DI AL1100 SERVICES ARE TO BE PROTECTED IN Project
ACCORDANCE WH THE AUTHORITY
BEFORE YOU DIG RESPONSIBLE FOR THE SERVICE 5 AVOCET PARADE,
PEREGIAN BEACH
Date: Aug 2024 Drawn LR Design H
0 1 2 3 4 5 Checked: Drg No. Rev
hug m1:100 @ Al
1:200 @ A3 | THorngion == | 0356 —-OW1.1

 

 

 

 

 

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