Engineering Plans · MCU24/0120

 

 

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HEIGHT DATUM | | ° Existing EX. SWPT EXISTING STORMWATER PIT
| ® EX. SWMH EXISTING STORMWATER MANHOLE
LOT 320 ON P 93113 | | 3 Lowset EX. SMH EXISTING SEWER MANHOLE
Level Datum AHD hy House EX. SCP EXISTING SEWER CONNECTION POINT
Avocet Parade, Peregian Beach {I| + 99 | ° E.0.B. EXISTING EDGE OF BITUMEN
aS RIES N eee “| S ® NSL. NATURAL SURFACE LEVEL
| y FH. FIRE HYDRANT
| | | na Roof Peak TP TELSTRA PIT
S EP. ELECTRICAL PILLAR
| © cs BL 19.41 ss 5% KERB _EXISTING KERBING
| x Z5 2 > > RCEW REINFORCED CONCRETE END WALL
, - ono: SV STOP VALVE
= No Mk D ~~ 2 nm Yr 87°28 No Mk WM WATER METER
| a 4340 Found O > 12.03 37463 11 13 Timber Fence. Found
IT Il I / i= i tt I It
| CT 98! To 2 NO 700 Le . 10.31
10.95 10.89 10.89 \ \
UL | site lL 8 Concrete i091 10.86 x Se \
Roofwater | iB 8 774 Ss & \e®
> \o?
@ Outlet IL 18.30 Existing Block Retaining Wall c ° \
EX, sth oo | o> > = 14.67 ‘ \
aa @
ower M/H 3 2 < Floor Level Floor Level ° ! |
- 15.65 O RL 13.25 RL 11.01 | |
a Floor Level Existi | )
C) | 9 RL 15.91 xisting Floor Level /
MD g Highset RL 11.01 | | °
| = se ~ vw *\, V7 a House | )
~o co = o?
ger = J us |
oe = 2 v on SV) < SAN |
° ~ v CV 15.89 5.98, \ & |
\ v VS S v J \ \ WE we | &
“U | al a, \, 4 o& Rgof Peak x \ \ \ N \ ‘ |
. y v \
Bitumen 9 w \ Ry 18.93 \ \ \ \ © . N\ Olé
Drvewoy oe J en nN | | BR
QE | / je \e wo \ \ \ \ aS \ [tel
go 7N | , \ \ \ \ \ NIX 19
s | L » / \ \ \ _ | Q Existing
— ( ) v / \ oy | S L t
o> \ \ 3 2 owse
Roofwater ® Cc) | se / \ | | | H Well
Outlet IL13.07 \. ~ y / \ \ \ | ! ; ouse We
OD & / / * | he | Away
\ NN) .
\ | \ / / | | | !
\\ \ “le! / an le |
AV \ |) oe YR | | bh
2) \ 8 Power Pola £. \
S 8 \ #66839 wo * \\ | “| \ | |
Bebe ~ v
EX. SMH ‘2 \ SQv / | |
Sewer M/H \ * \ / c ‘1.88 Ug \
RL 13.2 . \. » \> \ / agi ne
~ C , Nd v vv vv
S @ t WE \ v &g \ j ¥ \ v \ v >
By 19 v v v 07
\ 4 T ‘ 4 v v \ v 4 v | v QO
\ \ SY es 7 \ " Vegetation “VF y * |v
\ NoM Pie * ae v \v v\" 2922 , ©
re ¥ v vv 3
\ Found) aha Sig. Se “le Su 2670
\> 42.50 * Fo ung © Vv ¥ iy ¥ * aa . J * v * vv 4 ¥ .
% S 2a = ¥ a2 O =|
xe 4 11.91 AOU wo = r/ OF
\ P wer Pole / AY —l | 2
\ 96838 | VY 7 OH  / wy, Driveway
wor \ \— / E 1118 E | Hi1:44 E
: NU ape NE
& rag ney
N
“XN
Bitumen NX ~
Drivewa
LEGEND y ~~ _tp35 4085 _ _973
\ TS ee BS Le eT Crown of Roa
4\80 EXISTING SURFACE SPOT LEVELS. 2
E INDICATES OVERHEAD ELECTRICITY E D ; ;
SUPPLY LINE 2 - a oN A VV OC) C C t C 4 C C C Revision Description Date
INDICATES EXISTING SEWER LINE OL / 25 EX SWPT yp ; Bit 987 SEER APPROVAL
ae 06 Edge of Bitumen 10.26
22 G5-—~ =| - 11.92 11.61 11.64 EE
INDICATES WATER MAIN APPROX by) 40 wi a I 8
" ALIGNMENT, BUILDER TO CONFIRM EXACT 2: oo E198, eee oat DO NOT SCALE FROM THIS DRAWING
LOCATION PRIOR TO WORKS Concrete LJ “42.24 12.11 12.02 11.74 EX. SMH (®) Telstra aevngse cpyght andre tt Be ised or veroded witout
; INDICATES TELSTRA LINE APPROX Driveway J. Sewer M H . the written permission of SCG Consulting Engineers.
AMET oUOER oc RM EXACT A RL 10.66 Ss Unit 1/11 Project Ave,
= oosa Heads
— INDICATES STORMWATER DRAIN EXISTING g ) SCG endear on
owe AS NOTED © es vcnemsepsagners cn
SITE PLAN — SITE SURVEY & EXISTING SERVICES -
Scale 1: 100 Title:
; ; SITE SURVEY & EXISTING
www.dialbeforeyoudig.com.au ALL SERVICES SHOWN ON THIS PLAN INDICATIVE

 

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SERVICES
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ACCORDANCE WITH THE AUTHORITY

 

 

 

 

 

 

 

 

3 AVOCET PARADE,
BEFORE YOU DIG egagrxmnauur PEREGIAN BEACH
Date: aug 2024) °°" LR Design Ty
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