Approved Plans - OPW23/0191 [As Published]

 

 

DRAWING SIZE — At

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 
 
 

   

 

 

  
  
    
    

 
     

 
   
   
 
 
  

 

 
   

 

   
  
     
 
  
       
   

 

 

 

   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

KEY CONSTRUCTION NOTES
GENERAL:
EX. SWPT EXISTING STORMWATER PIT
HEIGHT DATUM APPROVED PLAN RC. HW. REINFORCED CONCRETE HEADWALL > Sn ‘DWENGIONS MMILINETRCS
OPW23/0191 EX. SMH EXISTING SEWER MANHOLE 3, SETTING OUT DIMENSIONS ARE 10 BE OBTAINED FROM THE
EX. SCP EXISTING SEWER CONNECTION POINT
LOT 14 ON RP 89506 ARCHITECTURAL DRAWINGS.
Level Datum AHD \ NOOSA COUNCIL E08 EXISTING EDGE OF BITUMEN 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
Level Origin PM 18415 8 APRIL 2025 ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
Attunaa Heiats, Noosa Heads N N.S.L. NATURAL SURFACE LEVEL ENGINEER IMMEDIATELY.
ga Neig!s, FH, FIRE HYDRANT 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
Survey information provided by | TP TELSTRA PIT SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
MAX WATTERSON & ASSOCIATES EP. ELECTRICAL PILLER ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
KERB EXISTING KERBING THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
PP EXISTING POWER POLE
FILLING NOTES:
—THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC
MATERIAL AND DEBRIS.
— THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL
DRUM ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY
OF 98% COPIES OF COMPACTION TEST RESULTS SHALL BE
% PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
& — ANY FILL MATERIAL TO BE CLEAN GRANULAR MATERIAL (I.E.
eo SAND TO A CLAYEY SAND IN ACCORDANCE WITH ASI726 OR
iS SE & MATERIAL BORROWED FROM SITE AND IS TO BE FREE OF ANY
é ey & &> S ORGANIC MATERIAL AND HAVE A CLAY CONTENT OF LESS THAN
& S 2 e @ 27 § & 12% (PLASTICITY INDEX LESS THAN 25%, LINEAR SHRINKAGE. OF
EXISTING STRUCTURE /DWELLING x ae S ® 9 : 15%). THE PROPOSED MATERIAL IS TO BE INSPECTED BY SCG
INCLUDING NEIGHBOURING & as CONSULTING ENGINEERS PRIOR 70 ITS REMOVAL TO ENSURE ITS
ALLOTMENTS & FQ COMPATIBILITY
& .
Ss a — THE FILL IS TO BE PLACED AND COMPACTED IN
THE BUILDER/CONTRACTOR &
SHALL Conran ALL SY & ACCORDANCE WITH AS3798-1996 TO A LEVEL SUFFICIENT TO
RELEVANT LEVELS PRIOR TO ACHIEVE A LEVEL 2 CERTIFICATION WITH A MINIMUM RELATIVE
COMMENCING WORKS. FIELD DENSITY OF 100% UNDER PAVEMENTS & 98% UNDER
coun f g BUILDING. COPIES OF COMPACTION TEST RESULTS SHALL BE
pod Tevel PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
ee nsrae ~~] nas Foon WHO — FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
THIS FOOTING IS FOUNDED XK ABOVE CRITICAL DEPTH e > 4 IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
OE ANS STABLE LINE AND IS UNSTABLE. Oo om Y ve e& f° bh? eo DETAILS AND SPECIFICATIONS.
" 4 a P - oy } — AREAS WHERE EXISTING STRUCTURES OR TREES ARE
UNE OF PROPOSED et v , o qt t) REMOVED SHALL BE BACKFILLED WITH THE APPROVED FILL
PIERS OR UNDERPINNING FOUNDED —*— EXCAVATION OR OTHER cae oy wR SW/EX FESHIEX SW/EX SW/EX SY. Ch) MATERIAL COMPACTED IN ACCORDANCE WITH AS2870-1996 TO
BELOW THE CRITICAL DEPTH LINE TRENCH. (Dee Sw/ex sw/ex Sw/ex SH/EX swe ax sHeX——-os , 9 LL-49.32 ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%
WOULD BE NEEDED 10 SUPPORT DSWE 9 : 6 gy Sewer M .
ANY FOOTING THAT IS FOUNDED : ° % % S 2 : — ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
ABOVE THE CRITICAL DEPTH LINE. Horizontal _ LU:55.74 ~~ +9 +4 2 (4) LL:49.00 PREPARATION SHALL BE REMOVED AND REPLACED WITH THE
XN Cypress  \tim +n yet of APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE WITH
CRITICAL DEPTH LINE We DETAIL ALSO APPLIES TO EXISTING ra Q an >@Jypress /| Retain (| % + ott we AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD
FOUNDATIONS ON NEIGHBOURING ot &, x sa) 3 \ yo + DENSITY OF 98%.
PROPERTIES. SHEET PLING MUST BE ° ypiess &”  Scrubtas DB & S te] | het — SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
BE FOUNDED ABOVE ANY EXCAVATION C @ © "Q, ay 2 Se ISTALLED PRIOR TO CONSTRUCTION COMMENCING.
CRITICAL DEPTH LINE a x ypyess + Vv
&
a & ‘i 4 a - imber Deck
@ SS" RL53.98 A
ypyess + oS . |
Nor Of WanLRE
~ ~ OS OY VVYVYYYYVY XX
EXISTING TREES TO BE KXXXKX KKK KKK MOOS nh %
REMOVED J xxx KX KKK KKK KAYO 3 Lg
+e VYDYVY SRT Ne r
9 SFr %
o Ky OR V4 PAVEMENT AS
DIP CHE OP OIG © 4 DETAILED ON DRG
YR. YYYVY DV V TVS
oS OOOO OVO QREVOLKES IN oy
X9 QOQ QV OOO QO VOL OL LS av Sv’
Qe LV VLYLYLIYIVIYIIYILIYIWIYILILIVIVI Vv >
\
A OOOOOOOOO™EPOOOOO 05! 4 FPL AS lo
per RORY SO (+) | 2 NOMINATED. =
; OOOO PWR ay LOCOCO 10 1
VVYYVYYYYA vw VvVvVY <
LEGEND STRUCTURAL ENGINEER MeOH VV VV LOL
N DRIVEWAY wD PROQQQOQPQQYQPROO™™YS
VV YYY YY VY YY VVvVY
REFER Drg. OW4.1 & xX XK XK OOOOOOO?
__----7 INDICATES PROPOSED SURFACE % Qo) W4.2 FOR DETAILS. Top of Wall I< << SOO OOOOOOR IO
430 CONTOURS AND LEVELS TO AKD. o Ly 5 H- RL6126 Ree Raper Cypress
Se 0.264 SSS (J PP BYVCL LRLLLTOROF half] 4 V@ DRIVEWAY/CARPARK PAVEMENT
0 Ny x -0.272 Y DPOOCES OOOO RI © 9
48 EXISTING SURFACE SPOT LEVELS. . ES of 4,
x Bo PROV ROLES S ‘ % FINISHED LEVELS DIAGRAM
ot ROE MER S 8 | ope TYPICAL SECTION
INDICATES DEPTH OF CUT (NEGATIVE) OR & c ost + > 56 ssi @
FILL (POSITIVE) AS NOTED cod YPXeSs A ° So yt Vv O83) Fz A
BM: Nail in Conc. or arg <P" ASHED LINE INDICATES ¢
INDICATES AREA OF CUT RL: 58.14 a ef PROFOSED DRIVEWAY
3 95 .
4 © a) H
58.41 A Bm steP> oe S
INDICATES AREA OF FILL (“158.73 98.06 o A? 62 ° S 9 £ £
Leaning Block + Retaining Wall
INDICATES POSITION OF TEMPORARY PILED SITE Av
ZED RETENTION WALL, DESIGN AND INSTALLATION BY ©
SPECIALIST CONTRACTOR
E INDICATES OVERHEAD ELECTRICITY o
SUPPLY LINE &
INDICATES EXISTING SEWER LINE TT oz Timber Deck
<Window-Fop | tOO><™X 63.13 RL58.24 A REVISED FOR SUSPENDED SLAB 06.03.24
Rave ADAIR XCF 63.19 Revision | Description Dote
W INDICATES WATER MAIN APPROX — °
ALIGNMENT, BUILDER TO CONFIRM EXACT ue:
LOCATION PRIOR TO WORKS FOR APPROVAL
1 ALAGMENT, BUILDER TO CONFRN EXACT DO NOT SCALE FROM THIS DRAWING
LOCATION PRIOR TO WORKS SITE_PLAN — EARTHWORKS PLAN. doings oe yi tel tb ted reper went
Scale 1: 100 the written permission of SCG Consulting Engineers.
— sw/ex INDICATES STORMWATER DRAIN EXISTING :
AS NOTED : Bg Unit 1/11 Project Ave,
E y ) SOG Noosa Heads
INDICATES POSITION OF RETAINING WALL g Ph (07) 5455 5604
— — 6 Ladi 7
RW TO STRUCTURAL ENGINERS DETAIL. BUILDER TO MAINTAIN STABILITY CONTRACTOR 0 REPAIR ADJACENT THE ALL SERVICES SHOWN ON THIS PLAN INDICATIVE NOTE: g ee webnm seg-engieers.com
OF ALL NEIGHBOURING STRUCTURES, CONSTRUCTION SITE KERB, FOOTPATH OR ONLY CONTRACTOR 70 LOCATE ALL SERVICES : 8 ‘aN 68659675760
Elevations Table REFER CRITICAL DEPTH LINE DETAIL ROAD RESERVE IF ANY DAMAGE IS SUSTAINED PRIOR TO COMMENCING WORKS ON SITE. ALL CUT/FILL LEVELS SHOWN REPRESENT THE FINISHED PAD Title:
Number | wmimun Eeveton | woumum Eevoton | cow ON THIS SHEET DURING CONSTRUCTION. GRASSED AREAS ARE SERVICES ARE TO BE PROTECTED IN LEVEL (FPL) TO THE UNDERSIDE OF THE GROUND BEARING F ARTHWORKS PLAN
; ; : ACCORDANCE WITH THE AUTHORITY SLABS AND PAVEMENTS AND INCLUDES THE CRUSHER
www.dialbeforeyoudig.com.au 1 ~0.635 ooo | RESPONSIBLE FOR THE SERVICE DUST OR ROAD BASE LAYERS TO BE PROVIDED UNDER THE
SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED.
SS DIAL1100 [=| = -
( 3 1.000 3.000 ||
J verORE YOU DIG Shock HEADS
: D Desi
Date: Fe 2024 |" TH eosin Ty
0 1 2 3 4 5 Checked: Drg No. Rev
nanny r——7.__7m1:100 © Al_— sl ppeQ 27698
1:200 @ A3 {| T Harrington 01 48 -OW2.1 A.