Engineering Plans · MCU26/0012

 

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EX. SWP

T EXISTING STORMWATER PIT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

HEIGHT DATUM EX. SWMH EXISTING STORMWATER MANHOLE
EX. SMH EXISTING SEWER MANHOLE
LOT 2 ON RP 214048 EX. SCP EXISTING SEWER CONNECTION POINT
Level Datum AHD E.0.B. EXISTING EDGE OF BITUMEN
Lukes Road, Cooroy Mountain K&C EXISTING KERB & CHANNEL
Survey information provided by N tee NRE RYDRaN LEVEL
MAX WATTERSON & ASSOCIATES (MWA) | | TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE
po WM WATER METER
e PROPOSED
a ARENA
ote xX FFL | pys9t8
EXISTING STRUCTURE /DWELLING w ; > | | 9.200
INCLUDING NEIGHBOURING SSS
ALLOTMENTS
THE BUILDER/CONTRACTOR Za
SHALL CONFIRM ALL
RELEVANT LEVELS PRIOR TO .
COMMENCING WORKS. ™ OD OQ KBD ee nnn
UNSTABLE ZN Nf Ne mn
{ya A aera” )
THIS FOOTING IS FOUNDED ABOVE CRITICAL DEPTH
BELOW CRITICAL DEPTH <2 LINE AND IS UNSTABLE.
LINE AND IS STABLE. STABLE ” |
LINE OF PROPOSED
PIERS OR UNDERPINNING FOUNDED —*— EXCAVATION OR OTHER
BELOW THE CRITICAL DEPTH LINE TRENCH.
WOULD BE NEEDED 10 SUPPORT
ANY FOOTING THAT IS FOUNDED
ABOVE THE CRITICAL DEPTH LINE. Horizontal —
NOTE:
CRITICAL DEPTH LINE THIS DETAIL ALSO APPLIES TO EXISTING
FOUNDATIONS ON NEIGHBOURING
PROPERTIES. SHEET PILING MUST BE
INSTALLED WHERE EXISTING FOOTINGS WILL
BE FOUNDED ABOVE ANY EXCAVATION
CRITICAL DEPTH LINE
+"
PROPOSED
STABLES
FFL
LEGEND
_---77 INDICATES PROPOSED SURFACE
48.07 CONTOURS AND LEVELS TO AHD.
4180 EXISTING SURFACE SPOT LEVELS.
INDICATES DEPTH OF CUT (NEGATIVE) ORNS
FILL (POSITIVE) AS NOTED
>| FFL | pROpOSED FINISHED FLOOR LEVEL NNN
Ht —
J _wocates area oF cur
INDICATES AREA OF FILL
TOP : 29.90
INDICATES PROPOSED RETAINING WALL
BTM : 29.15
: LEVEL & HEIGHTS SITE PLAN — EARTHWORKS PLAN PART 2
HS 07m STABLES ELEVATION TABLE DRIVEWAY ELEVATION TABLE Scale 1 250
Elevations Table Elevations Table
INDICATES LOCATION OF SECTION LINES
’ _, , , , _ , , , BUILDER TO MAINTAIN STABILITY PRIOR TO COMMENCING WORKS, ALL SERVICES SHOWN ON THIS PLAN INDICATIVE .
REFER DRG OW3.3 FOR DETAILS Number | Minimum Elevation | Maximum Elevation | Color Number | Minimum Elevation | Maximum Elevation | Color OF ALL NEIGHBOURING STRUCTURES, UNDERTAKE DILAPIDATION REPORTS OF ONLY CONTRACTOR TO LOCATE ALL SERVICES NOTE:
| “1483 0.000 a | “1899 0.000 a REFER CRITICAL DEPTH LINE DETAIL ALL NEIGHBORING DWELLINGS /STRUCTURES PRIOR TO COMMENCING WORKS ON SITE. ALL CUT/FILL LEVELS SHOWN REPRESENT THE FINISHED PAD
————£ ———_ INDICATES OVERHEAD ELECTRICITY ON THIS SHEET SERVICES ARE TO BE PROTECTED IN LEVEL (FPL) TO THE UNDERSIDE OF THE GROUND BEARING
SUPPLY LINE 2 0.000 1.000 | 2 0.000 1.250 || ACCORDANCE WITH THE AUTHORITY SLABS AND PAVEMENTS AND INCLUDES THE CRUSHER
INDICATES EXISTING SEWER LINE DILAPIDATION REPORT. RESPONSIBLE FOR THE SERVICE DUST OR ROAD BASE LAYERS TO BE PROVIDED UNDER THE Revision | Description Date
SITE PREPARATION, EARTHWORKS & COMPACTION PRIOR TO ANY CONSTRUCTION SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED. Issue:
UNDERTAKE DILAPIDATION REPORT OF ALL
——_ w———_. INDICATES WATER MAIN APPROX SITE PREPARATION, EARTHWORKS, TEMPORARY BATTERS FOR APPROVAL
ALIGNMENT, BUILDER TO CONFIRM EXACT & COMPACTION TO BE IN ACCORDANCE WTH THE NEIGHBORING OWELLINGS/ STRUCTURES.
SPECIFICATIONS AND REQUIREMENTS OF TECTONIC SLOP
LOCATION PRIOR TO WORKS STABLITY ASSESMENET REPORT (PROVECT SLAB AS DETALED PAVEMENT AS DO NOT SCALE FROM THIS DRAWING
| ——__ INDICATES TELSTRA LINE APPROX 26020-001-REVO-) DATED FEB 2026, DOCUMENTS DETAILED ON DRG et an detois contained on oe conte
ALIGNMENT, BUILDER TO CONFIRM EXACT FFL AS ow4.1 the written permission of SCG Consulting Engineers.
LOCATION PRIOR TO WORKS <
yy _ NOMINATED. 2 Unit 1/11 Project Ave,
— sw/ex INDICATES STORMWATER DRAIN EXISTING . SDL ed = E ( SCG Noosa Heads
/ AS NOTED Cut / Fill Summary al? LAS = Es 5) snaksso engin
is 4 4,4 LEVELLING LAYER NOMINATED. oO g Nes? NG web:www.scg-engineers.com
INDICATES POSITION OF RETAINING WALL ; ; S 3 aptgcompany ——_seceners 7
mW 1) STRUCTURAL ENGINERS DETAIL Name Cut Factor Fill Factor 2d Area Cut Fill Net VOTIST, va
S// CLS Lp .
DRIVEWAY VOLUME 1.000 1.000 1419.6lsq.m 464.80 Cu. M. 116.06 Cu. M. 348.74 Cu. M.<Cut> EARTHWORKS PLAN PART 2
BUILDING VOLUME 1.000 1.000 5055.61sqg.m 2910.22 Cu. M. 1628.11 Cu. M. 1282.10 Cu. M.<Cut>
www.dialbeforeyoudig.com.au STABLES VOLUME 1.000 1.000 3884.19sq.m 2070.83 Cu. M. 187.54 Cu. M. 1883.28 Cu. M.<Cut> TK Foos as DRIVEWAY /CARPARK PAVEMENT Project
DETAILED IN 111 LUKES RD
T STRUCTURAL ,
wi DIAL1100 Totals 10359.41sq.m 5445.84 Cu. M. 1931.72 Cu. M. 3524.12 Cu. M.<Cut> STRUCTURA COOROY MOUNTAIN
BEFORE YOU DIG ¢ S ENsHD LEVELS DIAGRAM Date: Feb 2026 |=" ip | P88!"
TYPICAL SECTION Checked: Drg No. re
P1250 © AL peg 27698,
1:500 @ A3 “JT Harrington | ~~ 0577 -OW3.2 .