07/0604 - Response to Information Request [As Published] · 142007.604

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‘$17 VER OARS AMD HOR BARS .
‘ tone (284 0s ROUGHOUT, Uo
‘ 10 THICK POOL SELL x SO LOVER TO.
t a S| ‘WATER FACE.
e 2
E
1 BARS TO6E CENTRAL 6 | ASE RENE T0BA0
SAUL WAS ed 2 + ato ye Se
route. 3% r 812 BARS @0 300 CRS CENTRALLY.
;
WALL REWFQRCEMENT 0
EXTEND 10 Sema BTM COVER.
me] BOULDER RET AbeG Wat.
* I > 3 AS DETARED.
2 DARFIITH
span sin SoeTN cove 6,
‘ SABTM Coven war m7 RIN TES 04
$12 TBARS @ m0 RS.
LAP S06 WITH WALL RET. PROVOKE 3560 HASS CONCRETE
PERS 10.0/S OF ADLACENT
NOTE: OO NOT PLACE Son. SEC 110 irewtenat toe doe
i BY EWGAEER AT
fo WALL HAS BEEN DESIGNED FOR LEVEL BETWEEN ROCK INTERFACES DETARS AS FOR TYPnCAt WALL. SU mcs Mie °
BACKFILL WITH NO SURCHARGE. NO ROCK TO BEAR ON ROCK. » " ar \
ADDITIONAL RETAINING WALLS ARE TO FDO NOT INHIBIT DRAINAGE 150 300 200
BE CONSTRUCTED IN VICINITY OF TOP THROUGH WALL. ¥ ae po. | ye manroomals Poors |
OF WALL. UNLESS DESIGN IS MODIFIED 50 2600 400 N2IO OURS 028 (RS n RUST ¥
AS PER DETAIL 3. 1100 3000 400 LAP 450 WHERE REQ'D AND AT CORNERS, '
SPOON DRAIN AT NOTE: IF BEDROCK y ¢ co
TOP OF WALL. 1 4S ENCOUNTERED DURING Nia VER BARS @ 209 (RS, £ £
FALL TQ EITHER EXCAVATION KEY FOOTING {Ap sen rT STARTERS ||
£ND OF WALL. 2 150mm INTO SOUND FROM SLAB.
COMPETENT ROCK. x
BACKFILL WITH CONCRETE » a
FOR DEPTH OF ROCK. z ,
BACKFILL WITH FRE a WATERPROOF OF sek {
DRAINING GRAVEL 7 ee BOULDERS. JO BULDER'S SPECICATIONS. 4 pon. as
MINIMUM 300 LAYER f
THICKNESS, TL) FULL WIDTHROCKS >| tater es We pe YY i miata
REQUIRED FOR BOTTOM \ torent. q |
1/3 OF WALL MINIMUM, —= = — 4 Pi ae a
SUBSEQUENTLY EVERY b| 25 A hts VER BARS £2 100.CR5,
4 SECOND COARSE TO 4 \ RK | ——“TEMTRAL WALL.
BE FULL WIDTH MINIMUM. ‘A vate gus nora 7p ee nerasties
$90 BLOCKWALL, GROUND OR BACKFLL COMPACTEO (00% we
THICKNESS WALL oda 55 COVER L~ commit “ie VER BARS @ 100 CRS RLAYERS 10 A HARUM UlproRd EST bd] 197TH P00. REHPORCEHENT.
t A Poo. QUENT ROOM ‘WATERPROOFONS OF POHD "OMTRAL WU WALL, WIZ HOR OF SEC STANDARD COMPACTION, [Nis Hor BARS fh 608 CS,
‘ BACKFILL OVER ROUGH SURFACE TO FOOTING. LPT nar sass 0 s Ld OGLRLOER'S SPECFATIONS pans @ 2000RS LAP USA x Lap 44 WHERE REDD AND
PROVIDE LAYER OF EXCAVATION WITH oS commen \ £7 as urssien | H  emaasoyode, Lin cee ges z AT con.
GEOQFABRIC BETWEEN’ CONCRETE. ‘yATH AG DRAR Le | FTD MESH 40 FP COVER, 190 LOCKWALL.
GRAVEL LAYER AND \ covecratasy. \} yeas pects LH] u PanNsase ror cavER, yeni
INSITU MATERIAL, | 20MPa CONCRETE FOQTING. we * b—$vap a0 ye baie asan04 hana 71 SoBTM CovER 3 bop As DetaKED,
a a FRR \ WATEROROOF ROM FOOTENG AND LAP FPR ES 30 TOP COVER J / z AnH,
WALL TO BE FOUNDED ON \ wee LOL A] maa rene Yi f 2
MATERIAL OF MINIMUM SAFE —_™ = SS SS SS cA —_— — 4 .
BEARING CAPACITY 100kPa, 7 z 3
Lf os XE OF THES RET AIG WALL
‘WATERPROOF HENERAME. We? LOnGTUDD AL
‘WALL TO BE CONSTRUCTED WITH FACE SLOPES HOM ATED OTE: IF BEDROCK £72 MESH CENTRALLY 3 \WATEROROOF BARS @ 380 cn. a} TO BE DETERMINED ON SITE.
F Retaining Height ‘Bove Width | Eabedment Depth 1S ENCOUNTERED OURING © . i a A BAREIITN, HOSRME. pain sett TOBE seam cone 680 4 BAR FUITH.
900 a5 nO NIZ @ 400. LAP 400 150 "0 BTM COVER. (ASU SEPARATELY, 1200 SO BTN COVER,
pe a xo ROEM NTO SOUND WITH MESH ‘ RIO TES @ on (RS, " ob TES @600CRS,
2a ws we COMPETENT ROCK. FOR d-750 USE Ni6 @ 400. : SECTION THROUGH SPA 3 SECTIO
BACKFILL WITH CONCRETE { SECTION (By
MAXIMUM WALL HEIGHT = 3000 FOR DEPTH OF ROCK. ALTERNATIVE BASE DETAILS {
IS 120
PROPOSED ADDITIONS 10 RESIDENCE AT RIENMAC prvi SAR | DETAILS AND SECTIONS! SS
20 BAYVIEW ROAD, poster CONSILTING CWB STRUCTURAL ENGNEERS
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ae -AMERONENT 7 1SSUE PROC) KARE THIS PLAN IS Copy PROTECTED BY RIENNAC PTY LTD. | DQNOT SCALE CFF DRAWINGS.| At [seer 2 OF 3 [recca

 

 

 

 

EARlenmac\OS\small Jobs\262141 - Z0BzyviewRd - Martoo\262141.dwg, 15/06/2007 8:37:40 AM, I50-A1, 1:00