Unity Water Referral Response Stamped Approved Drawings - Received 24-07-2020 · OPW21/0118

 

 

 
 
    

 

   

     
 
 
   

 

 

 

 

 

 

 

 

 

 

 

 

 
 
  
    

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

    

 

      

 

 

 

 

 

 
 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

   
   

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
  
 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

  
 

 

 

  

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

    
 

 

 

  
   
  

 

   

 

 

 

 

 

   
 

 

     

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DRAWING SIZE — A2 caSt-N
aoe shat
Provide Back propping to wall | ——AITERNATE DIRECTION SLAB ON GROUND MESH TO AS REQUIRED. noe siap
during under slab filing & caST-N - LAP 500 WITH "D” BARS °C BLOCK” AS PER PLAN.
" az \
comport STARTER was Provide Back propping to wall 12-400. —— >see SE
during under slab filing & VERT & HORIZ. LEVELLING LAYER SUCH
“C BLOCK’ AS PRR PUN compaction x “1 ==]—sano 08 cRUSHER DU:
400 06. " FLOOR SLAB 190 HOWLOW BLocK - —2 IT “A__ COMPACTED IN 150MM
—— ==] tre AS PER PLAN. GROUT FILED CORES gi tr [APPROVED FILL MATERIAL
Nt2-400 _| LEVELUNG LAYER SUCH AS SLAB AS VAPOUR BARRIER. 8 VAPOUR SLAB AS_= F] _AAND_COMPACTION.
tone sel ==]—SAND OR CRUSHER DUST [= PLAN 2 ep \ Mf BARRIER. \ PER Puan |
” 2 COMPACTED IN 1SOMM LAYERS | 2 S| LEVELLING LAYER SUCH AS LEVELUNG LAYER SUCH AS , a
3 ito couacton | SOPNG ANRY AP glz Lb = 7 ‘APPROVED FILL MATERIAL E SAND OR CRUSHER DUST BI —*—SAND OR CRUSHER DUST J ty BESSER c Buck
= } N z | 3 COMPACTED IN 150MM LAYERS, 5 COMPACTED IN 150MM LAYERS LEVELING LAYER INALENT.
ssn | ine YEE spa 3 : ime :
= GROUT FILLED /_ — oo 2 . 2 N12 TES 1000 CTRS,
CORES. 2 z 1 N12 TIES 1000 CTRS, i - - gle COED ENDS.
e|@ e|® COGGED ENDS. Ss Provide Back propping to wall RCB-01 REFER DRG S3 FOR DETAILS E
Bz gz J als during under slab filing & 2] Ee AMM T&R.
8 AUTTU T & B. 8 AUTH T & B. 5 conpecton —_ rt 6 UGS 900 CTRS
= a 2 t+ 4/NI2 T & B. Ni2 Starter Bors @ 600 | |
LI 6 LIGS 900 CTRS 1 6 LIGS 900 CTRS — arter Bars @ 600mm
t_ N12 UGS 450 CTRS centres cogged ends 400mm |
a i gga” ends 00mm lap ld 400(L) DOWEL
\) 0) 450 | 7 +t ry with slab mesh. SCREW PIERS AS NOTED REFER TABLE DAG SI
400(L) DOWEL 400(L) DOWEL — ON PLAN, BY SPECIAIST
te Sn co a eee Se Sah iS ser sg) \_ fa woamer ms 1 |] A — yn ez sh Foe
CONTRACTOR, FOR SIZE CONTRACTOR. FOR SIZE ow PLAN, BY SPECIAIST eo SPECIAIST 450 —
TRACTOR. CONTRACTOR.
‘SF-01)~STRIP_ FOOTING SF-02)~STRIP FOOTING ‘SF-03)~STRIP_FOOTING (8 \(SF-04/RCB-01) PERIMETER FOOTIN IF—01)~INTERNAL FOOTING
TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION \ 7 SECTION TYPICAL SECTION
2/N12 Horiz. Bor
to Bond Beam
| LAP 3 ~ NI2 BARS z 200(4) Bond
3 DRILL & EPOXY 3-NI2 BARS Top of Wall
600_TP. 600 TYP. #00 cos. ’ aaNet ESE 8 VAPOUR BARRIER — INTO BLOCKWORK, LAP 500MM Beam ev GAR SPAONG
{ | { | giz al CONTINUOUS UNDER WITH BEAN TRENCH MESH. FS EE Wail] Spacing
_ t t 3s Ss SLAB BEAM. t Ir] ; 1200 [1200
e| PRODE 4/NI2 *Z" BARS COGGED t ~ = = fete spec Ue 1800_{ 600
= = AND LAPPED WITH UPPER FOOTING & ~ [000 | 800
s| & al TOP STEEL AND LOWER FOOTING ie 3 e
*| 3 ° BOTTOM STEEL i JGROUND LEVEL 2
|| 4/N12 CORNER i oe ee 400 COGGED ENDS. 5 Tene Lea et PEE ESE SO % Provide N12 N20 compacted grt
2 GRADE SLAB BEAM ’ Horizontal bars ot ing to oll cores
[\— pans (2 10° 2 \, a cen BASE TO PERMETER AYER TRENOH MESH SLIT 800 cts.
, , FOOTING CAGE FOOTING BASE 300
BOTTOM) 800 LONG EXTENDED THROUGH ae GARDEN WALL REINFORCEMENT
STEP DOWN. TYPICAL SECTION
TIED FOOTING MESH CORNER STEPPED FOOTING SECTION ~ CONNECTION TO FOOTING SECTION ~ CONNECTION BLOCKWORK
TYPICAL SECTION TYPICAL SECTION TAl
FOOTING DEPTH
Wall 'H Pepth 'D'
— 1200 | 450
B 1800 | 600
CCOMPACTED BACKFILL “TERRACE SLAB 125mm THK 4 Twa) curvcao we t 2000_| 750
3172 WESH 30n (1) : M E 2400_[ 900
UPPER LEVEL BLOCK RETAINING WALL sm MESH Sto To? COR verroum € 2 BOLTS (GALY.) = | 1
rots AND FOOTING EE Ee Ee ira Grew & sy Yy, k> a]= L Trench mesh 3L11TM top
2 3 | & bottom or equivdent.
soo | & i ANGLED "T SIAPED POST BRACKET M20 6 ligatures @ 900mm centres.
ee __|
Zw REET STAINLESS STEEL TO POST, 4/MI6x150
190x390 BLOCK PIER \ LOWER SLAB Ki WL YZ 2000(L) TRENCH C GRADE CONCRETE CHEMSET TO CONC. PLINTH. i TERRACE SLAB
2/N12 FULL HT. t LOVER SLAB NESH TO ag} MESH TRMNERS XX . AWAY FROM POST |. AS PER PLAN. 350
GOGGED INTO FOOTNG. Poo MAINTAIN. 40mm TOP COVER 2 3 ‘$ Tel
3 8 ICAL SECTION ~ GWF-01
CUT EVERY SECOND WIRE aT
LOCALLY WIDEN 50mm CLEAR ALONG LINE PLAN
FOOTING FOR BLOCK OF JON
PIER, 2/NI2.CAST-IN == 3
TYPICAL SECTION ~ (BP) BLOCK PIER i me a [ 2
CAL SECTIO! LAYER OF SLAB MESH LOCALLY DEN SL =
FOOTING AT POST
LOCATIONS, S 36 US 900 CTRS
ADDTIONAL LAYER
TRENCH MESH. SCREW PIERS AS NOTED ld fant) TABLE RG
ON PLAN, BY SPECIAIST ABLE 1
_ TURAL ¢RouND SHOWER BASE CONTRACTOR. SUE
hur x NA
; ™ TYPICAL SECTION
: ; \ ¢ - } (CF-01)~CONTINUOUS FOOTING
WATERPROOF WALL. —-| TYPICAL SECTION
190 BLOCK — N20 i240 HORT &
COMPACTED GROUT a 1/N12 Top
2
VERTICAL BARS 5 _ =—_==
#1500 ~ NIZ~400 2 i? bee eae ar THIS DRAWING AND ASSOCIATED DETAILS
S180 — NI6—400 1 N12 bars @ 400 cts. PROVOE FULT |
=x vet 00 so MOVEMENT JONTS AT 190 blockwork, MUST BE READ IN CONJUNCTION WITH THE
2 - . ye
_ z 80m CTRS. 12-400 Vert & Woz NOTES CONTAINED ON 20017-N.
SL92 Mesh Central 8 ‘3 All cores cleared before |
= 3 PooTNG PLAN PER /— LONGITUDINAL pour via cleon—out Waterproof wall. ——=|| -
st cones cleave wa rn scone | aenrarcN Boas \ 6-200 bth Issue:
GLEANOUT BLOCKS, fg re ee | LL directions top & FOR APPROVAL
© Growna | bottom.
5 \ A. EELLING LAYER] 8 ——— 200mm free draining MH I
= backfill with agi pipe to J
Ground Level Zz Li 3 outlet. 2
Pn H<1500 - N12-400 3 ° o| [Le i
gle H>1500 - N16-400 E =
g 32 H B “3 \ 40 Thk Heel SLB2 = UE
3 N12 TIES (wax) | (MN) 7 x 7 ™ “ mesh top 40 cover. e } f
12 — 40 cS 800 | 600 1200 | 800 I |
1200 | 800 $00 | 500 3LITTM Top & bottom ,
300 1500 | 1000 500 | 300 R6 Ligs at 900 ctrs & Steel screw pier by ,
‘00 | 1300 wo |2 2 300 ito) Dow M6 Title. | FOOTING AND SLAB NBTAILS
TYPICAL SECTION ~ STAIR ON (2) (RW-01)_ RETAINING WALL 2000 | 1400 0 B PAs per pln Proj 8 ARAKOON
GROUND DETAIL (7 TIRICAL SECTION PC: IFT BASE force 8 ARAKOON EBES?
TYPICAL SECTION ~ (RW-02) RETAINING WALL FOOTING 8
SECTION 2 SS Rev.
“| Date: June 2020 D¥g No. 30115-S2