Council archive · source document
Unity Water Referral Response Stamped Approved Drawings - Received 24-07-2020 · OPW21/0118
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BOUNDARY 15088 190° 30'
3258 2550
2228 1550
tt 4
2 3 8
i) 0 g
2 8
a N
8 8
° °
vt |= RAIN WATER INFILTRATION DRAINAGE PIT TO HYDRAULIC ENGINEERS DETAIL.
> >
oc — — — = a
< = = : <
8 o o 2 4X 5000 LITRE CONNECTED POLY UNDERGROUND RAIN WATER
> I] > ‘STORAGE TANKS, CONNECT TO EXTERNAL TAPS, WASHING MACHINE
8 8 AND TOILET CISTERNS. TANK WITH TOWN WATER TOP UP. OVERFLOW
¥ H _J CONNECTED TO RAINWATER INFILTRATION PIT TO HYDRAULIC
Come Fy fl 6 ENGINEERS DETAIL
LINE OF COASTAL MANAGEMENT SETBACK. TOTO TTT
4
soose Too
App. 12215722
LINE OF GROUND FLOOR LEVEL- || ater
| Reo Type Rat Keng ene Beach
Dare 230472000
LINE OF FIRST FLOOR LEVEL- ‘Signed:
0052
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\ BOUNDARY 15088 10° 30} WMP Joon;
Mee 000 © ps 44265
2228 | /4ob RL27.686
_ . ‘eo
eee | -2738— | DRIVEWAY-
Y \“ \ Pye TO LOCAL COUNCIL REQUREMENTS
‘ \ moo
/ \ Pp
f \ Sp DRIVEWAY, ENSURE 750MM MINIMUM COVER OVER SEWER
EXISTING STREET TREES TO BE RETAINED. +9 — - __ . _ —-~- 4800- feo
\ a tae EXISTING STREET TREES TO BE RETAINED.
_ 12150
(1) SITE PLAN
Pl LRA.
Bl'38.65
~ ARAKOON CRESCENT
ELEVATION KEY
Om 3m 6m 9m 12m 15m
Tian l J l J | |
VISUAL SCALE 1:150 @A2
\W 2.00 /
SITE INFORMATION :
LOT 786 ON RP 48111. AREA SCHEDULE
SITE AREA: 607VP Level | Name | Area
PARISH: WEYBA
COUNTY: MARCH GARAGE —_|ENTRY/ POOL TERRACE 32 m?
GARAGE GARAGE 44 mm?
GARAGE INTERNAL AREA 132 m?
[SOFT LANDSCAPING 2301? = 38% GARAGE [TERRACE 1 Dane
GARAGE TERRACE 2 72
FIRST BALCONY 4 25 m?
FIRST BALCONY 2 6 me
FIRST INTERNAL AREA 153 m?
GENERAL NOTES :
- EXISTING BOUNDARY FENCES ARE TO BE DOCUMENTED AND PHOTOGRAPHED PRIOR TO COMMENCING WORKS. IF ANY STRUCTURES, FOOTINGS OR
ENCROACHMENTS ARE FOUND OWNER AND MACCHIA ARE TO BE CONTACTED IMMEDIATELY.
- DO NOT SCALE OFF DRAWINGS, CONSULT MACCHIA IF DIMENSION REQUIRED
- ALL WORK TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, AUSTRALIAN STANDARDS AND ANY APPLICABLE STATE AND LOCAL REQUIREMENTS
- DRAWINGS TO BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEERS DOCUMENTATION, CONSULT MACCHIA IF DISCREPANCIES OCCUR
- DRAWINGS TO BE READ IN CONJUNCTION WITH SURVEYORS PLAN PROVIDED BY MAX WATTERSON REF 02/137 DATED24.05.2002, BUILDING TO BE SET
OUT ONSITE BY LICENCED SURVEYOR
- HEIGHT OF BUILDING MEASURED FROM NATURAL GROUND LEVEL AS DEFINED BY COUNCIL AND SETOUT BY REGISTERED SURVEYOR, CERTIFICATE OF
COMPLIANCE TO BE PROVIDED ON COMPLETION OF PROJECT
- ALL PROPERTY BOUNDARIES, PROPOSED STRUCTURES, HEIGHTS AND FENCES ARE TO BE SETOUT AND PEGGED BY A LICENCED SURVEYOR.
- DISCHARGE SEWERAGE AND STORMWATER IN ACCORDANCE WITH APPROPRIATE AUTHORITY REQUIREMENTS.
- ELECTRICAL AND PLUMBING FIXTURES TO BE ENERGY AND WATER EFFICENT TO COMPLY WITH STATE AND LOCAL BUILDING CODE.
- DRAWINGS TO BE READ IN CONJUNCTION WITH PROJECT SPECIFICATION, FINISHES SCHEDULE AND BASIX CERTIFICATE REQUIREMENTS.
- EXISTING DWELLING, DRIVEWAY AND ALL ASSOCIATED GARDEN WALLS AND STRUCTURES TO BE DEMOLISHED AND REMOVED FROM THE SITE.
MATERIALS ARE TO BE DISPOSED OF AT AN APPROVED FACILITY AND HAZARDOUS MATERIALS TO BE DISPOSED AND REMOVED TO AS 2601 CLAUSE
6.2 AND TO SAFE WORK AUSTRALIA GUIDELINES. EXISTING SERVICES TO BE CAPPED OFF.
- ALL WORKS TO COMPLY WITH THE APPROVAL CONDITIONS SET OUT IN THE DEVELOPMENT PERMIT FOR MATERIAL CHANGE OF USE- DETACHED HOUSE,
ISSUED BY NOOSA COUNCIL DATED 18 NOVEMBER 2016
GENERAL LEGEND :
WATER METER
SWP STORMWATER PIT
SMH SEWER MANHOLE
(0) ___ SOFTLANDscaPING
AMOUR RESIDENCE MACCHIA DESIGN STUDIO
E. [email protected] P. 0447 494 202 A. P.O.BOX 365, NOOSAVILLE, QLD 4566
8 ARAKOON CRESCENT, SUNSHINE BEACH SITE PLAN
DATE 11.01.2019 REVISION
[A APPLICATION ISSUE [21.05.202
0
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SCALE @ A2
NO. DESCRIPTION DATE
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Page 2
DRAWING SIZE — A2
Im
lc>
Ira
l=
jo
~~ [Sty PLANS FOR STEP HT.
AH
XK
TRUCTION SITE INSPECTIONS:
CONS
OUR FEE FOR STRUCTURAL DOCUMENTATION
DOES NOT INCLUDE AND ALLOWANCE FOR SITE
INSPECTIONS, THE BUILDER MUST ESTABLISH
WHO WILL BE PAYING FOR THESE VISITS PRIOR
TO BOOKING THEM.
PRIOR TO BOOKING SITE INSPECTIONS A VALID
BUILDING APPROVAL (BA) MUST BE PROMIDED.
INSPECTIONS WILL NOT BE UNDERTAKEN UNTIL
THIS |S SUPPLIED.
SITE INSPECTIONS MUST BE BOOKED WITH AT
LEAST 24 HOURS NOTICE.
CERTIFIERS REQUIRE THE FOLLOWING ELEMENTS
INSPECTED AND FORM 16's ISSUED.
ALL FOOTINGS/SLAB (+)
BLOCK WORK (+)
FORMED CONCRETE (*)
FRAMING, BRACING & TIE DOWN (*)
(*) DENOTES PRIOR TO BEING CONCRETE /CONCEALED
WE WILL NOT ISSUE FORM 16 CERTIFICATES FOR
ELEMENTS NOT INSPECTED
DENOTES STEPDOWN, REFER ARCHITECTURAL
ONE PIECE OF 3L11TM FIXED TO UNDERSIDE OF
SLAB MESH @ 45 DEG. TO CORNER. LENGTH
AS INDICATED.
CAST IN PLATES
£= BH AJ 300(w) x 400(d) INTERNAL SLAB BEAMS REFER
== —1 DRAWING S2 FOR DETAILS FOR SBF OVER,
REFER DRG S4
FOR DETAILS
SF-O1 — 450(W)x450(D) STRIP FOOTING REFER
DRAWING S2 FOR DETAILS
SF—-02 450(W)x450(D) STRIP FOOTING REFER
DRAWING S2 FOR DETAILS
PROVIDE 300(W) THICKENING TO
SF-03 —450(W)x450(D) STRIP FOOTING REFER TERRACE SLAB EDGES FOUND 200
DRAWNG S2 FOR DETAILS MIN INTO NATURAL GROUND,
2/N12. FULL PERIMETER
SF-04 — 450(W)x450(D) STRIP FOOTING REFER N
DRAWING S2 FOR DETAILS
SF-05 — 350(W)x450(D) STRIP FOOTING REFER
DRAWING PD FOR DETAILS
I-01 450(W)x450(0) INTERNAL FOOTING REFER
DRAWING S2 FOR DETAILS
CF-01 — 350(W)x450(0) CONTINUOUS FOOTING REFER
DRAWNG S2 FOR DETAILS
PF-01 2400 (SQ.) x 450(D) PAD FOOTING, REFER STARTER BARS FOR BLOCK WALL
DRAWING $2.1 FOR DETAILS OVER TO BE CAST INTO POOL
SHELL.
py TYPE 1 RETAINING WALL REFER DRAWING S2
RW-O1 FoR vETALs
(9 TYPE 2 RETAINING WALL REFER DRAWING $2
RW-02 FoR vETAls
GWF-01 GARDEN WALL FOOTING REFER DRAWING S2
FOR DETAILS
Bx 50mm SHOWER RECESS, REFER SECTION
ON DRG S2 FOR DETAILS.
RCB-01
DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER 10 DETAILS ON DRAWING $2.
100 THK. TERRACE SLAB ON COMPACTED
MATERIAL, SL72 MESH, TOP 40 COVER,
200(W) X 200(D) EDGE THICKENING AT
UN-SUPPORTED EDGES. FLEXIBLE JOINT
AGAINST MASONRY /CONCRETE.
STEEL SCREW PIER, REFER SCREW PIER
SCHEDULE FOR MINIMUM WORKING LOAD.
400X200 BLOCK PIERS FOR UPPER LEVEL
FOOTING SUPPORT, 2/N12 FROM LOWER
FOOTING UP BLOCK CORES AND COGGED
INTO UPPER LEVEL FOOTING, REFER DETAILS
ON DRAWING S2.
REINFORCED CONCRETE BEAM,
REFER Drg-S3 FOR DETAILS
GWF-01
REFER DRG S3
FOR RCB DETAILS
TW—
U U
5 iis eRe ||s
I15 gganase | |S wer ore se | |
| |2 For pevaus | | SQ FOR DETALS 2
| |= =
0] we Zin | "]
—e | __ ee
7 03 |
200 mm 3s (sr)
R.C. SLAB 1
REFER ORG. S3 |!
FOR DETAILS |
_ 188
(#) | (spt)
MAINTAIN VEGETATION ON EMBANKMENT.
PROVIDE SILT FENCING DOWNSLOPE OF WORK AREA
SCREW PIERS CENTRED UNDER
STRIP FOOTINGS, REFER DETAILS
FOR PAD FOOTINGS/PILE CAPS
POSITIONS
tT
Sm
LOCATE DOWEL UNDER
FOOTING REINF.
DEEPEN FOOTING IF
REQ.
SCREW PIER DETAILS
130 mm.
R.C. SLAB
—|ij— _ Jp —_ _ ft
CWF-01
SL102 MESH
TOP 40 COVER}
THE FLOOR SLAB WILL NOT BE CRACK FREE.
SHRINKAGE CRACKS CAN AND WILL OCCUR.
CRACK FREE SLABS ARE VERY EXPENSIVE TO
CONSTRUCT AND WOULD REQUIRE AN
ALTERNATIVE DESIGN.
130 mm
R.C. SLAB
GWF-01
1)
FOOTING & SLAB PLAN
NOTE: ADDITIONAL WALL BARS & CAST IN
PLATES INDICATED ON Org S3.1 TO BE CAST
INTO FOOTING/SLAB.
SF-02
125 mm
R.C. SLAB
‘SL92 MESH BUILDER TO MAINTAIN STABILITY
TOP_40 COVER. OF ALL NEIGHBOURING STRUCTURES,
REFER CRITICAL DEPTH LINE (DRG S2)
FOR GUIDANCE. ALLOW FOR SPRAYED
CONCRETE FACING TO EXPOSED CUT
BATTERS SL72 MESH MIDDLE.
‘SL102 MESH
TOP 40 COVER,|
Tone Tn CNCIIDE ANY NIEICUBT) IDI _ |
|BUILDER TO ENSURE ANY NEIGHBOURING |
jSTRUCUTRES ARE NOT UNDERMINDED
WHERE EXCAVATION ALONG BOUNDARY,
jREFER CRITICAL DEPTH DIAGRAM ON
jDRG. S2.1, am
EXTEND SF-01 TO FULLY SEAT
BLOCKWORK.
ALLOW FOR MIN, 1:100 FALL TO
DRAINAGE PITS, TYPICAL.
THIS FOOTING WTHOUT PIERS IS
[FOUNDED ABOVE crrmicAL DEPTH
LINE AND IS UNSTABLE.
DOWELS
(SP=1) - 1/N16x400(L)
(SP-2) - 1/N20x400(L)
(SP-3) — 1/N24x400(L)
I
STEEL SCREW PIER
=——_!
SCREW PIER DETAILS
Revision
Description
Date
SCREW PIER SCHEDULE
— STEEL SCREW TO BE DESIGNED BY THE SPECIALIST
MANUFACTURER, ENGINEER TO REVIEW DESIGN PRIOR
INSTALLATION.
— PIERS ARE TO BE LOCATED WHERE SHOWN
IN PLAN.
IT IS RECOMMENDED THAT THE CONTRACTOR TO
INSTALL TEST PIERS TO CONFIRM DEPTH FOR CAPACITY,
PRIOR TO PRICING WORKS.
MINIMUM UNFACTORED WORKING LOADS FOR INDIVIDUAL
PIERS ARE AS FOLLOWS
(SP) - 75KN
(SP-1) 150KN
COMPLIANCE CERTIFICATION FOR INSTALLATION TO BE
ISSUED TO ENGINEER.
tune teach
10
POLISHED CONCRETE NOTES:
THE FLOOR SLAB WILL NOT BE CRACK FREE. SHRINKAGE
CRACKS CAN AND WILL OCCUR. CRACK FREE SLABS ARE VERY
EXPENSIVE TO CONSTRUCT AND WOULD REQUIRE AN
ALTERNATIVE DESIGN.
CONTRACTOR TO COMPLY WITH THE FOLLOWING STRATEGIES TO
AID IN THE PREVENTION OF POSSIBLE REDUCTION IN CRACKING:
1. 130mm THK polished ground floor slab — N32
2. No excess mixing water shall be added to the concrete
on-site, without the direct written instruction, of the premix
concrete supplier.
3. Concrete shall be adequately compacted to ensure the
expulsion of trapped air, bond to reinforcement to avoid the
incidence of plastic cracking and surface imperfections.
4. Aliphatic Alcohol shall be sprayed (to manufacturer's
recommendations) on the concrete immediately after
screeding.
5. The concrete is to be cured for a minimum of 7 days
using the water misting, damp hessian, or ponding method.
If the specified curing regime presents construction problems,
an alternative solution must be approved by the principles
representative. Honing should not commence until curing has
been completed.
6. Saw joints shall not be delayed.
LOOSE SANDS
THE SANDY SOILS ENCOUNTERED ON THIS SITE
ARE SUSCEPTIBLE TO COLLAPSE WHEN
UNCONFINED. THIS MAY AFFECT EXCAVATIONS AND
RESULT IN ADDITIONAL EARTH WORKS AND
INCREASE CONCRETE VOLUMES. TEMPORARY
SHORING OR FORMA-TUBE MAY BE REQUIRED TO
RETAIN THE LOOSE SANDS PRIOR TO CONCRETING.
UNDERSLAB FILLING
PRIOR TO FILLING, REMOVE ALL TOPSOIL, LOOSE
OR DISTURBED MATERIAL. FILL TO CONSIST OF
CLEAN SAND WETTED AND COMPACTED IN 150mm
LAYERS TO ACHIEVE 98% Min. FIELD DENSITY.
COMPACTION RESULTS TO BE PRESENTED TO THE
ENGINEER FOR APPROVAL PRIOR TO SLAB
PREPERATIONS. PROVIDE BACK-PROPPING TO ANY
RETAINING WALLS ADJACENT TO AREA BEING
Ground (Zz
Ou Tevel
UNSTABLE
4, 7
THIS FOOTING el ze
FOUNDED BELOW STABLE
CRITICAL LINE AND
IS STABLE.
PIERS SUPPORTING STRIP
FOOTINGS OR POST PAD
FOOTINGS FOUNDED INTO
SELECTED MATERIAL AND
BELOW CRITICAL LINE ARE
CONSIDERED STABLE.
Horizontal
CRITICAL DEPTH LINE DIAGRAM
| THE BUILDER/CONTRACTOR
MUST CONFIRM ALL
| RELEVANT LEVELS PRIOR 10
COMMENCING WORKS.
|—une OF PROPOSED
POOL EXCAVATION
OR OTHER TRENCH.
NOTE:
THIS DETAIL ALSO APPLIES TO
EXISTING FOUNDATIONS ON
NEIGHBOURING PROPERTIES. SHEET
PILING MUST BE INSTALLED WHERE
FXISTING FOOTINGS WiLL BF
COMPACTED
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 30115-N.
Issue:
FOR APPROVAL
C) SCB
Title: FOOTING AND SABRTAN,
Project 8 ARAKOO!
3 SUNSHINEBEACH
Z| 8 Rev
“| Date: June 2020 rg No. 30115-S1
Page 3
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
Used in these records
Unity Water Referral Response Stamped Approved Drawings - Received 24-07-2020.pdfRelated documentApplication case desk ↗
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