A6107 Complete Set · OPW18/0155

REINFORCED CONCRETE POOL

   
 
  

  

  

 

  
  

 

 

 

 

 

   
  

 

 

 

 

    

 

 

 

 

    
 

  

 

 

 

 

 

 

     
    
  
   
 
    
 

 

 

 

 

    

  
  

 

 

 
    

 

  
       
 

 

 

 

 

 

 

 

  

 

 

 

 

 

eNGINE Cte oe ono PROPOSED RETAINING WALL - EXISTING CONCRETE STAIRS
CERTIFICATION TYPE 'RW1'. REFER DETAIL 150mm COMPACTED GRAVEL & LANDSCAPING TO REMAIN
2.0min EWPAD |Z -HARDSTAND CBR15 |
MAINTENANCE RL14,0(NOM)
ACCESS/ = exri74 ||
VE SWALE ON wren ee oe = RRR
BIDIMA14GEOFABRIC BATTER fi 5
PINNED TO SLOPE Ie Hy 150mm COMPACTEDGRAVEL; = RR
| EW FAD HARDSTAND CBR15 EWPAD) = | [My =
| RL10,0 (NOM) RL14.0 (NOM)
COMPACTED BACKFILL ANCHORED SHEET PILING TO
~ REFER NOTES MANUFACTURERS DESIGN &
6 \ 450mm COMPACTED GRAVEL CERTIFICATION. REFER NOTES
TEMPORARY BATTER — HARDSTAND CBR15 TEMPORARY BATTER
1v in 2h MAX 4v in 2h MAX
COMPACTED SAND FILL
REFER NOTES PROPOSED RETAINING WALL! SECTION SECTION
TYPE 'RW1' REFER DETAIL SCALE 1:100 A1pE\ NO2,PEVA 03 SCALE 1:100 A1
| ly | I |
| 3.0m | | | I L
| _ SEWER 1 | I]
PROPOSED RETAINING WALL BIDIM A14 GEOFABRIC j- EASEMENT I]y
TYPE 'RW1" REFER DETAIL PINNED TO SLOPE | i Bl
| log
| =
150mm COMPACTED GRAVEL ee ee ‘exrui90 |
HARDSTAND CBR15 —_-- 7 eo
EW PAD 7S LL
am MIN RL14.0 (NOM) ea °.
MAINTENANCE 5 oN
ACCESS/ EW PAD LL EXISTING SEWER TO
BIDIMA14GEOFABRIC BATTER VEG. SWALE._| _PRLI2.1 (NOM 150mmCOMPACTEDGRAVEL, = RN REMAIN UNDISTURBED
PINNED TO SLOPE 1 in 2 MAX HARDSTAND CBR15 EW PAD ~~ TEMPORARY BATTER
RL14.0 (NOM)
C ‘vin 2h MAX
=| EWPAD. — — COMPACTED SAND BACKFILL
Af _Rigd — — -RL9.70 (NOM) REFER NOTES
ao ~~
TEMPORARY BATTER
EXRLE25) ‘vin 2h MAX PROPOSED ANCHORED SHEET
-_- PROPOSED RETAINING WALL PILING TO MANUFACTURERS
COMPACTED SAND FILL TYPE 'RW1' REFER DETAIL DESIGN & CERTIFICATION.
REFER NOTES REFER NOTES
SECTION SECTION
SCALE 1100 A1 SCALE 1:10 A1
PROPOSED RETAINING WALL
TYPE 'RW1' TO BE CONSTRUCTED
PRIOR TO COMMENCEMENT OF
STAGE 4A P2
3.0m
150mm COMPACTED GRAVEL TEMP RLI70 EWER
HARDSTAND CBR15 GRAVEL ¥ EASEMENT) ) |
om MIN ACCESS ry i
MAINTENANCE _BIDIMA14 GEOFABRIC 35 450mm COMPACTED GRAVEL i ibd
ACCESS/ PINNED TO SLOPE EW PAD HARDSTAND CBR15, | | > | |
RL14.0 (NOM _—
VEG. SWALE ; RON) 7 oe EXRL18.1 | | a My
aS OO - Re
» BATTER EW PAD Mss TEMP. BATTER > | | |
a 1 RL12.1 (NOM) WOH 4 IN 2 MAX ~~ | |
a| vin 2h MAX \ 2 YO ~
~ SS ~~
CEMENT GROUT TOP 09m_._| 8 Qn 150mm COMPACTED GRAVEL TSH
" ae HARDSTAND CBR15 EW PAD .
COMPACTED SAND BACKFILL. RL14.0 (NOM)
EXRL9.0 - REFER NOTES. =
_ SECTION
PROPOSED RETAINING WALL SECTION SCALE 1:100 A1 0 20 40 ~—«60 80 10.0
TYPE 'RWG' REFER DETAIL SCALE 1-100 At —— ,
SCALE 1:100 A, 1:200 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: PBL . PROJECT: DRAWING TITLE:
Drawn: PBL Brah 101 ply a Ya Ala Projects EARTHWORKS SECTIONS
FOR APPROVAL | bate: way 2015 28 Memorial Aventis. Cotton Tree PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B | sueet 1 oF 2
f PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked - Tel (07) 5475 4125 Fax (07) 5479 1607 | at SERENITY CLOSE, NOOSA DRAWING No: 96 407/18/PEWO8 | 1 of 4
- | ENGINEERING : DESIGN : MANAGEMENT ail: [email protected] © This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the
In net. 0] et, wo part of it may in any form or by any means (electronic, mechanical, micro copying, photo—
SECTOR APAROIAL Datum 7D Webs htt:iivww ata.nett for CAPE BOUVARD DEVELOPMENTS Se Pt #ya  s, o ehe  g
Rev | DATE DESCRIPTION sy | cHKD RPEQ- 4784 "Ai SHEET SIZE FLENAME -eBt07-1BPENOEPEWORGng DATE: 206118 236pm ~ XRLF's: H Approved SH, HChecied SH Council Ref: Federer te aun rofecta Ce A Hetellecusl property remains within ALTA Projects, All enquires should