SCG 0187-CD- Issue 3 28.06.2024

 

 

DRAWING SIZE — At

 

HEIGHT DATUM

LOT 34 ON C 5603?
Level Datum AHD
Level Origin PM 24980
Wattle Street, Cooroy

KE
EX. SWPT EXISTING STORMWATER PIT
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL

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24

Survey information provided by
MAX WATTERSON + ASSOCIATES

 

 

 

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FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR

KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL

 

 

 

 

 

 

 

 

 

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SV STOP VALVE
W.M WATER METER
TOP : 122.595 TOP : 122.975 TOP : 123.217
BIM : 122.355 BIM : 122.630 BIM : 122.810
H = 0.50m H = 0.345m H = 0.407m
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REFER DRG 0187-0W4.1
FOR DRIVEWAY DETAILS.
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@ Leora Le A yd FFL DEVELOPMENT, yf FFL
v Dean: 122.500 \ 123.100
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|
= j : EXISTING STRUCTURE /DWELLING
| —> i =<£ @ INCLUDING NEIGHBOURING
| y FFL ALLOTMENTS
(A072) ]
/ 122.800 TOP : 124.000 z THE BUILDER/CONTRACTOR
J (0.888 ) 3 BIM : 122.950 SHALL CONFIRM ALL
A H= 1,051 RELEVANT LEVELS PRIOR TO
uD) So >< CA189) m COMMENCING WORKS.
| 2 eee
fo F pad Tevel
6 T aS = >< o Ke, INSTIBLE TZ | THIS FOOTING WTHOUT
v = ha THIS FOOTING IS FOUNDED po FERS ts FOUNDED
LEGEND if a ¢ 5 x 4 Ruow omc OP RENE CTA, OE
— Hr + n 3 DASHED LINE INDICATES 3 LINE AND IS STABLE. STABLE "
__---7 INDICATES PROPOSED] SURFACE f Wy) OPEN BUILDING LINe or proposeD
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x0 Shame amalgas \ Pr, sa rocneens a
+18.0  SYEXISTING SURFACKSPO PEVELs. + i = ————— . a“ . _ — —— -_ ‘ ” " ane — = WOULD BE NEEDED TO SUPPORT \ ,
+eP W.M ANY FOOTING THAT IS FOUNDED
INDICATES DEPTH |OF |CUT (NEGATIVE) OR TOP : 123.500 TOP : 124.000 TOP = 124.375 ABOVE THE CRITICAL DEPTH LINE. Horizontal 30 DegheeS\}
FILL (POSITIVE) AS NOTED BTM : 122.350 BTM : 122.650 BTM : 123.100 NOTE:
H = 1.150m H = 1.350m H = 1.275m CRITICAL DEPTH LINE THIS DETAIL ALSO APPLIES TO EXISTING
: . FOUNDATIONS ON NEIGHBOURING
PROPERTIES. SHEET PILING MUST BE
INDICATES AREA OF CUT INSTALLED WHERE EXISTING FOOTINGS WILL
BE FOUNDED ABOVE ANY EXCAVATION
‘ IN STRUCTURAL A RIED ON DRG CRITICAL DEPTH LINE
INDICATES AREA OF FILL DOCUMENTS FFL AS C04.01
wy _ NOMINATED.
——— E —— INDICATES OVERHEAD ELECTRICITY SITE PLAN — EARTHWORKS PLAN Tee et LHe sa—-_ Lo B COUNCIL RFI 28.06.24
. : N _——
SUPPLY LINE cae |: 4 | * ea : — A AMENDMENTS TO PLANS 15.04.24
INDICATES EXISTING SEWER LINE GL. «(LEVELLING LAYER 8 Revision | Description Date
3 Issue:
yw nnoares ware maw approx A pL as B/S FOR APPROVAL
ALIGNMENT, BUILDER TO CONFIRM EXACT

 

 

 

NOMINATED.
LOCATION PRIOR TO WORKS DO NOT SCALE FROM THIS DRAWING

—— T ——__ INDICATES TELSTRA LINE APPROX The design and associated details contained on this and associated

Seo e tue woace OAT TK. room as DRIVEWAY /CARPARK PAVEMENT Sertlten woneen oF Condi Eee wee

LOCATION PRIOR TO WORKS DETAILED IN

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2 Unit 1/11 Project Ave,
— sw/ex———— _INDICATES STORMWATER DRAIN EXISTING Elevations Table SULDER TO NANTAN SlABLITY PRIOR TO COMMENCING WORKS, ALL SERVICES SHOWN ON THIS PLAN INDICATIVE SOCUMENTS : Noosa Heads
AS NOTED OF ALL NEIGHBOURING STRUCTURES UNDERTAKE DILAPIDATION REPORTS OF ONLY CONTRACTOR TO LOCATE ALL SERVICES g Ph (07) 5455 5604
Number | Minimum Elevation | Maximum Elevation | Color REFER CRITICAL DEPTH LINE DETAIL. ALL NEIGHBORING DWELLINGS /STRUCTURES PRIOR TO COMMENCING WORKS ON SITE. ALL BUILDING PAD 3 es ten on
INDICATES POSITION OF CONCRETE ON THIS SHEET SERVICES ARE TO BE PROTECTED IN 3 pave acre
ae RV SLEEPER RETAINING WALL TO 1 -1.500 -1.000 | ACCORDANCE WITH THE AUTHORITY FINISHED LEVELS DIAGRAM ‘tha
STRUCTURAL ENGINERS DETAIL. ; ~1,000 ~0.500 —— RESPONSIBLE FOR THE SERVICE CIEE SS AE Title:
PRIOR TO ANY CONSTRUCTION TYPICAL SECTION EARTHWORKS PLAN
3 ~0.500 0.000 UNDERTAKE DILAPIDATION REPORT OF ALL
. : ri 0.000 0.000 a NEIGHBORING DWELLINGS/ STRUCTURES. CONTRACTOR TO REPAIR ADJACENT THE
www.dialbeforeyoudig.com.au : : CONSTRUCTION SITE KERB, FOOTPATH OR NOTE: Project
ARNG CaNeeRUC aN URLCGED ARbeS ARE CUT/FILL LEVELS SHOWN REPRESENT THE FINISHED PAD 11 WATTLE ST.
d Ton’ DI AL1100 TO BE RE TOP SOILED AND TURFED. LEVEL (FPL) TO THE UNDERSIDE OF THE GROUND BEARING ’
“ SLABS AND PAVEMENTS AND INCLUDES THE CRUSHER COOROY
| BEFORE YOU DIG DUST OR ROAD BASE LAYERS TO BE PROVIDED UNDER THE Dato: Draw Design
SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED. ane April 24 4H "TH
0 1 3 3 4 5 Checked: Drg No. Rev.
ruuunun———1_r——7_3m1:100 @ At RpeQ 27698
1:200 @ AS | T Harington 01 8/7 -OW3.1 B.