SCG 31131-OPW-2022.05.19-Issue 2.pdf

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         WM
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                                              THIS DRAWING AND ASSOCIATED DETAILS
                                              MUST BE READ IN CONJUNCTION WITH THE
                                              NOTES CONTAINED ON 31131-N




                                    Issue:




                                                                       Unit 1/11 Project Ave,
                                                                       Noosa Heads
                                                                       Ph (07) 5455 5604




                                    DEBUILD T/A
                                                                       email:[email protected]
                                                                       web:www.scg-engineers.com
1.73                                                                   ABN 40 098 481 899


   1.
                                        Title:




                                       Project




                                       Date:                 Drawn                Design

                                        Checked:             Drg No.                        Rev.




                  Rev. - 10.06.16


[OCR of page images]
 

DRAWING SIZE — At

 

 

    
  
 
 
 
 
 
 
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  

 

  

 

  

 

 

 

 

 

 

 

 

  

     
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 
 
  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

 

 

 

 

 

 

 

     
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
       
     
     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

  
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       
 
 
         
     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       

 

 

 

 

 
 

 

 

 

 

 

 

 

   

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       
     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   

 

 

 

   
 

 

 

 

KEY
EX. SWPT EXISTING STORMWATER PIT
i i EX. RCHW REINFORCED CONCRETE HEADWALL
www.dialbeforeyoudig.com.au EX SMH. EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
» Lon E.0.B. EXISTING EDGE OF BITUMEN
. K & C EXISTING KERB & CHANNEL
ff N.S.L. NATURAL SURFACE LEVEL
" BEFORE YOU DIG / FH FIRE HYDRANT
/ TP TELSTRA PIT
EP. ELECTRICAL POWER POLE/PILLAR
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Ar / ttl f. RP} WM, WATER METER
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Level Datum AHD on — =" / (81) | rw —eABLD) | an TI |
Level Origin PSM115316, RL 3.593m ~ ( / I | | ; i2
Survey information provided by Noosa ~ @ Wi F 2 z \ r i (
Cooloola Land Surveys Pty Ltd ~ | A Wy i | | ( / Doro AL. ' (BLD) = av ~
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FPL: 16.450 \ FPL:16.150 8 PELs 19.000 | al--Fo7] _HBLK) \ &
yy \ oiokfli'6. FPL: 14.850 jl < Z z
% \ ANSI . hen RW RW eR S a TIMBER PALING FENCE
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~ FPL16.300 PX el Oy \ FFL:15.000 4 2 i/nta oP
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Z < “a | CLL. a | | VLASLLSS SSL, \ = x OY yl 190 BLOCK - CORE PROMDE FULL HT.
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APTSO3,, y | | V7 A TH403 11303» \ 4 2 99 ra x ve eas 00m Ho if MOVEMENT JOINTS AT
FFL:16600 . FFL 16.450 7 \ ZB o09 4 a SP106085 LOT 99 Z . sa a ston. =) [buen
FPL: 16.450 . £PL: 16.300 | p18 80 le \pohaeogs \ NL CORES CLEARED = a
|! ia \ 7 \ ale \ le \ BEFORE POUR VIA ©) gaaund 1E
| \ JL, | Y JL, INE \ \ x CLEAN-OUT BLOCKS. i {TP aS
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| \ TH404 \ ‘ \ y \ . \ i \ \ AX GROUND LE 1
, . S ( \ ’ x OTN S
Fr Up | \ FFL:16.450_ | . ) - \ JH304 \ | / \ “ FINISHED GROUND LEVEL SET 10
FFL: 16.700 T k viet q Z 1 . 3 =z |. ACHIEVE OVERLAND FLOW INTO
FPL: 16.550 N \ FPL: 16.300 4, RL: 15.000 J | & THE BIO/DETENTION BASIN, MAX
— Lo \ ° / : L 2 RETAINED HT OF 600mm
Yt on \ Af FPL 4.850 o , I 5
N (SLP) ~~ (BLD) _ \ [eH ae
aw 259135" _ 84-963 py > ~ —— aw I ~-
The 24 —— $i 7 a= Bl 7 EW SS AW = BB -— 4LI1TM TOP & BOTTOM
. . (SLP) ° x R6 LIGS AT 900 CTRS
oe _ as “t . — — A x 450 Min CONCRETE COVER 70mm
CONTRACTOR TO PROTECT ALL EXISTING
CONTRACTOR 10 PROTECT ALL EXISTING NEIGHBOURING STRUCTURES FROM (ct \ BLOCK BOUNDARY WALL
NEIGHBOURING STRUCTURES FROM UNDERMINING DURING CONSTRUCTION \Qw3.1/ TYPICAL SECTION
UNDERMINING DURING CONSTRUCTION REFER CRITICAL DEPTH LINE DIAGRAM DRG
REFER CRITICAL DEPTH LINE DIAGRAM DRG OW3.4
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE >
aE PLAN _ SHE RETAINING WALL PLAN ONLY CONTRACTOR TO LOCATE ALL SERVICES =
cale 1: PRIOR TO COMMENCING WORKS ON SITE. ALL 5
SERVICES ARE TO BE PROTECTED IN 3
HAND RAIL WHERE ° TIMBER PALING FENCE
RESPONSIBLE FOR HE SRMCE RETAINED HT EXCEEDS 1.0m =; | BUILT OFF BLOCK WALL MUST READ Ne ONTO Wind tic
HAND RAIL WHERE NATURAL GROUND NOTES CONTAINED ON 31131-N
RETAINED HT EXCEEDS 1.0m
WATERPROOF WALL.
1/N12 TP =3=§ ‘ =
EXISTING STRUCTURE /DWELLING no LENE! S
INCLUDING NEIGHBOURING 7mm COVER _— 190 HOLLOW BLOCK - = NATURAL GROUND WTR Tar Gnu RA 0s
LEGEND ALLOTMENTS if GROUT FILLED CORE N20 H < 1500 N12-400 V & H S 1 H < 1500 N12-400 V & H L evistons tor wounc >.
— 190 BLOCK — CORE COMPACTED CONCRETE. H < 2000 N16-400 V & H S H < 2000 N16-400 V & H & Revision | Description Date
_--7 INDICATES PROPOSED SURFACE THE BUILDER/CONTRACTOR ue BRS 0a nT P MOVEMENT JOINTS AT Bs = Issue:
eo SHALL CONFIRM ALL ~ ©
48.0 CONTOURS AND LEVELS TO AHD. RELEVANT LEVELS PRIOR TO 32Mpa GROUT z 8.0M CIRS. BACKIAL WR a DE xs 190 HOLLOW BLOCK - FINISHED GROUND BIO-RETENTION z FOR APPROVAL
COMMENCING WORKS. ALL CORES CLEARED x|= 70 OUT = GROUT FILLED CORE N20 D7 | BED/DETENTION BASIN |
5.0% > INDICATES FINISHED SURFACE GRADE frond / BEFORE POUR IA L CONPACTED CONCRETE. aw e DO NOT SCALE FROM THIS DRAWING
pad Tevel CLEAN-OUT BLOCKS. P ~~ ; S35 = The design and associated details contained on this and associated
+180 EXISTING SURFACE SPOT LEVELS. Ke, NSHBLE 4 |__Tals FOOTING WIHOUT 118 ALL CORES CLEANED SL62 MESH TOP 40 ALL CORES CLEANED SS _Si62 MESH Top 40 ; the ether paces of SCP Conadthe Etec em amt
THIS FOOTING IS FOUNDED qe PIERS IS FOUNDED —_——_ 1200 | 800 OF DEBRIS AND COVER. OF DEBRIS AND ae [on -
ABOVE CRITICAL DEPTH MORTAR FINS VIA MORTAR FINS VA ——"F}] PCF
mews me one en gett | see tt “ve 8 | otra iat FOWANIES | une zo osan—— TIES = anata
7S 2 ——— PRIOR TO POUR. |____ LONGITUDINAL BARS PRIOR TO POUR. 4a |____ LONGITUDINAL BARS
& a 4 N12—400 z 4 N12-400 < cru Sins seine com
INDICATES POSITION OF RETAINING WALL TO LINE OF PROPOSED B\2 * | * j Z es web:www.scg-engineers.com
RW FUTURE DETAIL, WALL TYPE AS NOTED PIERS OR UNDERPINNING FOUNDED 3 —— EXCAVATION OR TRENCH. 15 KX 200 THK HEEL = _ = tT 3 webww.scg
BELOW THE CRITICAL DEPTH LINE SI 2 | N12-400 EW a; H < 1500 ~ N12-400 a; H < 1500 ~ N12-400 8
en - Pe ORE BLAH AK WOULD BE NEEDED TO SUPPORT = S H < 2000 ~Né-400 | H | B | OD < H < 2000 ~ nié-400 | H | B | OD Title:
- ANY FOOTING THAT IS FOUNDED
BY SPECIALIST SUPPLIER ABOVE THE CRITICAL DEPTH UNE. Horizonte! 30 DegfeeSNf ALINTM TOP. & BOTTOM ° SN (WAX) (MIN) (MIN) 2 a (WAX) (MIN) J (WIN) SITE RETAINING WALLS
(810) - BUILDING REFER “ R6 LIGS AT 900 CTRS RENCH MESH 3L117M 1200 | 800 | 250 RENCH MESH 3L11TM 1200 | 00 | 250
NOTE: 450 B Win CONCRETE COVER 70mm 300 _| TOP & BOTTOM OR 1600 | tto0 | 350 300, | [OF & BOTTOM OR
STRUCTURAL DESIGN THIS DETAIL ALSO APPLIES TO EXISTING FOUNDATIONS EQUIVALENT. EQUIVALENT.
ON NEIGHBOURING PROPERTIES. SHEET PILING MUST 2000 | 1400 | 550 ;
CRITICAL DEPTH LINE BE INSTALLED WHERE EXISTING FOOTINGS WILL BE 8 — BASE WOTH 8 — BASE WOTH Project
FOUNDED ABOVE ANY EXCAVATION CRITICAL DEPTH = = °
TYPICAL SECTION UNE (BLK) ~ RETAINING WALL 89-93 Eumundi Noosa Rd,
TYPICAL SECTION (BLK) ~ RETAINING WALL (0 \ (BLK) ~ RETAINING WALL NOOSAVILLE
TYPICAL SECTION \QW3.17 TYPICAL SECTION
a D Desi
Date: Apri 22 rawn SR esign SR
0 2 4 6 8 10 Checked: Drg No. Rev.
noanunt——7__—71 _mt:200 @ AT Fo
: s Q 5835
1:400 @ AS =| _S Richardson 31 1 J -OW3.4 A.