Original source · versioned page text
19544 Rienmac (23Mar20) Civil
Attached to the e-mail REPS - Updated civil engineering drawings - MCU19/0143 & OPW19/0264.
vise Beach - (GEH)\19544-T dwg, 23/03/2020 1:50:11 PM, PROPOSED DUPLEX DEVELOPMENT TURNING CIRCLES AND FOOTPATH AT 5 VENTURA STREET, SUNRISE BEACH QLD FOR:- GREEN EARTH HOMES 456] DRAWING DATE DRAWING NUMBER DESCRIPTION REVISION ISSUED a COVER PAGE, NOTES B 23/03/2020 Q DRIVEWAY AND FOOTPATH SITE PLAN B 23/03/2020 (3 DRIVEWAY PLAN B 23/03/2020 C4 VISITOR TURNING CIRCLES B 23/03/2020 65 VILLA 2 TURNING CIRCLES B 23/03/2020 (6 DETAILS A 24/01/2020 WATERPROOFING OF WALLS AND SLABS IS TO BE TO THE BUILDERS SPECIFICATIONS. IT IS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. DO NOT SUBSTITUTE CHANGES ON SITE WILL REQUIRE ALTERNATIVE MEMBER TYPES DRAWINGS TO BE UPDATED PRIOR TO OR SIZES WITHOUT ENGINEERS THESE WORKS COMMENCING ON SITE, AS WRITTEN APPROVAL. PER REGULATORY REQUIREMENTS. LEGEND UNO UNLESS NOTED OTHERWISE CRS CENTRES CAUTION WITH EXISTING SERVICES Max Ma THE CONTRACTOR IS TO DETERMINE THE EXACT LOCATION OF oR HORIZON AL ALL EXISTING SERVICES IN THE VICINITY OF THE PROPOSED WON Holo DOWN WORKS PRIOR TO THE START OF ANY CONSTRUCTION. THE cr CONTINUOUS FiLET WELD COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE 10 ce." cavsravction ‘caw EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR. Ws Moen: TIS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. REFER ANY DISCREPANCIES TO ENGINEER IMMEDIATELY. CONSTRUCTION SEQUENCE 1. CONSTRUCT ENTRY AND EXIT POINT TOGETHER WITH SHAKE DOWN DEVICE. 2. ERECT SEDIMENT FENCES ALONG DOWNSTREAM ADJACENT PROPERTY BOUNDARIES. PLACE BARRIER FENCES AROUND LOTS OR AREAS THAT DO NOT REQUIRE DISTURBANCE TO ENSURE AREAS REMAIN UNDISTURBED. 3. INSTALL PROTECTION MEASURES AS DIRECTED TO ANY EXISTING GULLIES AND FIELD INLETS AFFECTED BY THE NEW WORKS. 4, CONSTRUCT CLEAN WATER DIVERSION SWALES ALONG TO ENSURE UPSTREAM RUNOFF IS DIVERTED AROUND THE SITE. ALL DIVERSION SWALES ARE TO BE CONSTRUCTED PRIOR 10 ANY EARTHWORKS OPERATIONS. 5. CLEARING, GRUBBING AND EARTHWORKS OF SEDIMENT BASIN AREAS ONLY. 6. CONSTRUCT TEMPORARY SEDIMENT BASINS, WITH NON-DISPERSIVE MATERIAL, SPILLWAY, AND OTHER ASSOCIATED WORKS. 7, CONSTRUCT DIVERSION DRAINS DIRECTING DIRTY WATER INTO SEDIMENT BASINS. 8. CLEARING, GRUBBING AND STRIPPING FOR THE REMAINDER OF THE SITES EARTHWORKS AREAS. DIRECT RUN-OFF TO SEDIMENT BASINS. 9. UNDERTAKE EARTHWORKS OPERATIONS. 10. ERECT SEDIMENT FENCES TO LOTS. ff, CONSTRUCT ALL UNDERGROUND HYDRAULIC SERVICES ENSURING STORMWATER DRAINS REMAIN CAPPED DURING CONSTRUCTION. INSTALL FIELD INLET AND GULLY PIT PROTECTION MEASURES AS DIRECTED. 12. PLACE SEDIMENT FENCES AT BOUNDARIES ADJACENT TO ROADWAYS WHERE LOT SLOPES TOWARDS ROAD. 13. TOPSOIL AND HYDROMULCH ALL REMAINING LOTS FOLLOWING PROGRESSIVE COMPLETION OF KERB AND CHANNEL. / 14, TURF VERGES PROGRESSIVELY FOLLOWING COMPLETION OF UTILITY SERVICES. / / 15. ON COMPLETION OF WORKS AS STATED ABOVE, ESTABLISHMENT OF 70% GRASS COVER AND / / _- APPROVAL BY COUNCIL, REMOVE SEDIMENT BASIN, SEDIMENT TRAPS AND REHABILITATE AREAS, / / _7 ~~ HYDROMULCH IMMEDIATELY. PLACE SEDIMENT FENCES TO DOWNSTREAM SIDES OF DISTURBED / / ~~ _AREAS. /) B85 - DESIGN TEMPLATE a} B85 - CLEARANCE EARTHWORKS PROCEDURES REFER TO THE FOUNDATION INVESTIGATION REPORT FOR SOIL CONDITIONS EXPECTED ON SITE. CONDITIONS VARY SIGNIFICANTLY FROM THOSE IN THE REPORT, CONTACT ENGINEER FOR ADVICE. IF ACTUAL SOIL EARTHWORK PROCEDURES SHOULD BE CARRIED OUT IN A RESPONSIBLE MANNER IN ACCORDANCE WITH AS3798-1996 “GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS”. EARTHWORK PROCEDURES SHOULD INCLUDE THE FOLLOWING:- © CLEARING, STRIPPING AND GRUBBING SHOULD BE CARRIED OUT IN AREAS SUBJECT TO EARTHWORKS. ALL SOILS CONTAINING ORGANIC MATTER SHOULD BE STRIPPED FROM THE CONSTRUCTION AREA. THIS MATERIAL 1S NOT CONSIDERED SUITABLE FOR USE AS STRUCTURAL FILL. DEEPER STRIPPING MAY BE REQUIRED TO REMOVE TREE ROOTS. ¢ DEPRESSIONS FORMED BY THE REMOVAL OF VEGETATION, EG. TREE STUMPS, OR OTHER UNDERGROUND ELEMENTS, SHOULD HAVE ALL DISTURBED WEAKENED SOIL CLEANED OUT AND BE BACKFILLED WITH COMPACTED SELECT MATERIAL. ¢ FOLLOWING SITE STRIPPING AND PRIOR TO ANY FILLING WORKS THE EXPOSED GROUND SURFACE SHOULD BE PROOF ROLLED USING A VEHICLE WITH A TARE OF AT LEAST 3 TONNES. AREAS DEMONSTRATING EXCESSIVE MOVEMENT SHOULD BE TREATED (DRIED AND RECOMPACTED) OR REMOVED AND REPLACED WITH COMPACTED FILL. FILLING SHOULD BE COMPACTED AT MOISTURE CONTENTS WITHIN THE RANGE OF -2% TO +0.5% OF OPTIMUM MOISTURE CONTENT FOR STANDARD COMPACTION. CONFIRMATORY TESTING MUST BE CARRIED OUT AT REGULAR INTERVALS. A MINIMUM OF TWO TESTS PER 300mm VERTICAL INTERVAL IS RECOMMENDED WHERE STRUCTURAL FILL HEIGHTS ARE TO EXCEED 300mm AND A MINIMUM OF 1 TEST PER 100m? OF COMPACTED FILL. SELECT FILL SHOULD HAVE A MAXIMUM PARTICLE SIZE OF 100MM FOR UNCOMPACTED LAYER THICKNESS OF 200MM AND SHALL BE COMPACTED BY REPEATED ROLLING WITH A COMPACTOR TO ACHIEVE THE SPECIFIED DENSITIES. ¢ GUIDELINES FOR MINIMUM RELATIVE COMPACTION VALUES FOR INSITU SOILS AND IMPORTED FILL FOR THE BUILDING AND PAVEMENTS ARE PRESENTED BELOW. Location Minimum Dry Density Compaction Building Area 98 Pavement Area a) >0.3m below pavement subgrade 95 b) <0.3m below pavement subgrade 98 Note: The recommended Compactions are percentages of the maximum dry density determined by Australian Standard 1289 5.11 (Standard Compaction). ¢ BACKFILLING FOR SERVICE TRENCHES, ETC SHOULD USE GOOD QUALITY MATERIAL. THE BACKFILL SHOULD BE PLACED IN UNIFORM LAYERS OVER THE FULL WIDTH OF THE EXCAVATIONS WITH THE LAYERS NOT EXCEEDING 200mm THICKNESS, LOOSELY PLACED. THE BACKFILL MATERIAL SHOULD BE COMPACTED TO THE SPECIFICATIONS OUTLINES ABOVE FOR INSITU OR IMPORTED COHESIVE MATERIAL. ¢ SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE INSTALLED PRIOR TO CONSTRUCTION COMMENCING. e THE SITE MUST BE MAINTAINED IN A FREE DRAINING STATE AT ALL TIMES, NO WATER SHALL BE ALLOWED TO POND ADJACENT ANY BUILDING PADS. e ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE RELEVANT COUNCIL STANDARDS, MAIN ROAD STANDARD DRAWINGS AND IPWEAQ STANDARD DRAWINGS. e CARPARK DESIGN BY OTHERS. REFER ARCHITECTURAL DRAWINGS FOR DESIGN AND VEHICLE MOVEMENTS, ETC. e ALL LINEMARKING AND SIGNAGE SHALL BE IN ACCORDANCE WITH DMR "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES”. IT IS THE BUILDERS RESPONSIBILITY 10 CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. REFER ANY DISCREPANCIES TO ENGINEER IMMEDIATELY. BUILDING APPROVAL - NOT FOR CONSTRUCTION - PETER RIENECKER - RPEQ 2088 CLIENT RICHARD & JODIE THOMAS PROPOSED DUPLEX DEVELOPMENT QLD 4567 PROJECT: B | 23 MAR 20 | BA ISSUE (AW) -LAYOUT UPDATED ADDRESS: Pir JAN 0 | BREUMINARY sue 5 VENTURA STREET, No. | DATE AMENDMENT 1 ISSUE SUNRISE BEACH » eeaS== . VE RIENMAC pry itp SUNSHINE COAST OFFICE: SUITE 5, FIRST FLOOR, SAINT CIRINO, MOOLOOLABA QLD 4557 Phone:- (07) 5349 0762 E:- [email protected] A.B.N. 52 010 666 430 | DRAWING TITLE: Engineer: PLR] SCALES: ACN. 010 666 430 \ ) Ape PAGE Draft: AW|DesignAW/PLR| DATE: th JAN 20 CONSULTING CIVIL & STRUCTURAL ENGINEERS 137 BRISBANE ROAD, (PO BOX 149) NOOSA SHIRE COUNCIL 19544 C1 B LOT 114 ON RP132135, PARISH OF WEYBA, COUNTY OF MARCH. REAL PROPERTY DESCRIPTION & COUNCIL: JOB NUMBER DWG No. ISSUE W:- www.rienmac.net This ring is not fo be cored or amended yithout written perision from Rienaac Consulting Ens NOT SCALE OFF DRAWINGS. [A2 SHEET 1 OF 6 CHECKED: PLR
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Page 2
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“ Emt.A SP303996
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36.90CR
125 THICK SLAB TO CROSSOVER.
LOCATION 70 BE CONFIRMED.
1 LAYER F72 MESH 30 TOP COVER.
CROSSOVER TO BE IN ACCORDANCE WITH COUNCILS
SPECIFICATIONS (REFER TO DRAWING R0049 & RS0050),
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2 PROVIDE NEW 1.5m FOOTPATH TO OuTLATER 17K / 4 4 _~ 36.0 RL 35.925
% BOTH ROAD FRONTAGES AS T SS 36.93TK sangr v 3e221K <
REQUIRED BY COUNCIL. REFER TO —— ee < \ \
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= (RS-065). . ;
fy 100 SLAB ON GROUND. "LAYER FTZ MESH 30 10P COVER EXISTING TELSTRA. LINE. BUILDER 10 DEMOLISH EXISTING >
& 1 LAYER F72 MESH 30 TOP COVER, cRassove TO Bt IN ACCORDANCE WITH COUNCL'S EXISTING WATER LINE. DRIVEWAY CROSSOVER AND MATCH NEW \ \
fe o- SPECHEATINS GEEER TD DRAW BEND EE. (BUILDER TO CONFIRM BEFORE KERB WITH EXISTING AND MAKE GOOD. ALL FOOTINGS TO BE FOUNDED IN MATERIAL OF MINIMUM SAFE BEARING CAPACITY {00kPo. |
55 COMMENCING ANY SITE WORKS). ANY FILL MATERIAL BENEATH SLABS IS TO BE COMPACTED IN LAYERS TO ACHIEVE A
A AN A AN MINIMUM UNIFORM DENSITY OF 98% STANDARD COMPACTION. BUILDING
DRI F Y D F 0 0 ] p TH S| ] F P|. . DRIVEWAY AND CARPARKING SLAB TO BE 100 THICK (125 CROSSOVER) WITH 1 LAYER F72
V W (J - FULL HEIGHT CONTROL JOINT TO MASONRY. Vest So. TOP COVER: APPROVAL
FOLLOWING SITE STRIPPING, SUBGRADE IS TO BE COMPACTED TO A MINIMUM OF 98% , ,
STANDARD COMPACTION, COM ALL STEPS AND FALLS TO SLAB WITH ARCHITECT'S AND HYDRAULIC ENGINEER'S _ NOT FOR CONSTRUCTION -
IT IS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. REFER ANY DISCREPANCIES TO ENGINEER IMMEDIATELY. ‘
CLIENT Sg RI ENMAC A.BN. 52 010 666 430 | DRAWING TITLE: Engineer: PLR] SCALES: 1100
ACN. 010 666 430
RICHARD & JODIE THOMAS PTY LTD DRIVEWAY AND FOOTPATH SITE PLAN Oral. AW/DesigpAWIPLA| DATE: 4 JAN 20
payer CONSULTING CIVIL & STRUCTURAL ENGINEERS
PROPOSED DUPLEX DEVELOPMENT SUNSHINE COAST OFFICE:
Appness V N SUITE 5, FIRST FLOOR, SAINT CIRINO, 137 BRISBANE ROAD, (PO BOX 149) | NOOSA SHIRE COUNCIL 1954.4 (? B
B | 23 MAR 20 | BA ISSUE (AW) -LAYOUT UPDATED : MOOLOOLABA QLD 4557 LOT 114 ON RP132135, PARISH OF WEYBA, COUNTY OF MARCH
A | 24 JAN 20 | BA ISSUE (AW) TURA STREET ' ' .
bi_| ‘it Jan 20_| pret binagy ISSUE 5 VEN Phone:- (07) 5349 0762 REAL PROPERTY DESCRIPTION & COUNCIL: JOB NUMBER DWG No. | ISSUE
No. DATE AMENDMENT / ISSUE SUNRISE BEACH QLD L567 PETER RIENECKER - RPEO 2080. E:- [email protected] W:- www.rienmac.net Tis aying is ol To be copied or amended yiou! writen permission from Rinnac Consulting Ei, NOT SCALE OFF DRAWINGS. [A2 SHEET 2 OF 6 CHECKED: PLR
Page 3
ise Beach - (GEH)\19544-7. a arge\19544 - 5 Ventura Street, Sunvi way . 7 P “ Emt. A SP303996 8 eft 37.4 — | 8 Bho pa / \ ) | | | IT IS THE BUILDERS RESPONSIBILITY 10 / | E | CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS | 8 ~~ ON SITE BEFORE COMMENCING ANY WORK. ac REFER ANY DISCREPANCIES TO ENGINEER \ VILLA 1 | g 8 IMMEDIATELY. 8 GARAGE | 6 3 i FFL38.400 3 YO CP 5 b GTP106735 . 8 r &\ 8 Ze 8 95 of 7 28 2 Ze a g ff 3 5 Ld “6 o~ wn v s ® 8 | | + + | s | | 2 a | < poof 7 boy, | | | a tT Trt 74 | | \ > GARAGE MTtI /| | ie | SY § 5 FFL37.700 rr VILLA 2 | i? @.s RL37.65 / | | e e - We 7 ae I) Oe | / | | | 4 Se ‘e i — =< a L | | | / eg | | | ‘ & VILLA 2 GARAGE Prrvrirhl | 4 Y | \ RL37.100 ; PELTT | g 37.34 lao | RL37.650 RL37.560 RL37.43 Lititiilt 5 Wa i. y| | ) —— a V “Comms ( B A J! L 44 PIT 3 | : _ VILLA_2_ DRIVEWAY SECTION 1 C2 8610.21 _ 1 in 40 , K =| Y & / & Ay/, nal | he & os x 137.560 i/—s - | ME / ON BS ae | a W Us YO ~“ YY 2 SD 3 —— TI T ZW : W ts W pO Wh. W W v U ( / STBM WS ° / SCREW IN KERI Ouriey L ge.0rmt RL 35.925 a VILLA 2 DRIVEWAY SECTION 2 36.93TK / 36.64TK 36.22TK \ \ DRIVEWAY PLAN TIS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. REFER ANY DISCREPANCIES TO ENGINEER IMMEDIATELY. ALL SITE CONTOURS, LEVELS AND SERVICES ARE THE RESPONSIBILITY OF THE BUILDER TO LOCATE ON SITE BEFORE COMMENCING WORK OR ORDERING MATERIALS. BUILDING APPROVAL - NOT FOR CONSTRUCTION - PETER RIENECKER - RPEQ 2088 CLIENT RI ENMAC AB 52 Mn 666 430 | DRAWING hy A [Engineer: PLR] SCALES: 1100 RICHARD & JODIE THOMAS PTY LTD — ACN 0 665 430 DRIVEWAY PLAN Grott AW|DesigeAWIPLR[DATE: th JAN 20 PROJECT: CONSULTING CIVIL & STRUCTURAL ENGINEERS SUNSHINE COAST OFFICE: PROPOSED DUPLEX DEVELOPMENT SUITE 5, FIRST FLOOR, SAINT CIRINO, 137 BRISBANE ROAD, (PO BOX 149) NOOSA SHIRE COUNCIL 1954.4 (3 B B | 23 MAR 20 | BA ISSUE (AW) -LAYOUT UPDATED ADDRESS: A | 26 JAN 20 | BA ISSUE (AW) MOOLOOLABA QLD 4557 LOT 114 ON RP132135, PARISH OF WEYBA, COUNTY OF MARCH. bi_| ‘it Jan 20_| pret binagy ISSUE 5 VENTURA STREET, Phone:- (07) 5349 0762 . REAL PROPERTY DESCRIPTION & COUNCIL: JOB NUMBER DWG No. | ISSUE No. DATE AMENDMENT /. ISSUE SUNRISE BEACH QLD 4567 E:- [email protected] W:- www.rienmac.net The ovng Te oo) Fo be caied or oneded hou” witlen peniion fon Rensac Constng FORA WOT SCALE OFF DRAWINGS. [A2 SHEET 3. OF 6 CHECKED: PLR
Page 4
ise Beach - (GEH)\19544-T.dwg, 23/03/2020 1:49:44 PM,
arge\19544 - 5 Ventura Street, Sunvi
RPD:
LOT 114 on
PARISH OF
COUNTY OF
STREET/ROAD
SUBURB
LOT AREA
LOCAL AUTHORITY NOOSA SHIRE COUNCIL
RP 132135
WEYBA
MARCH
5 VENTURA STREET
SUNRISE BEACH
705.62sqm
137-69
37
S767 +
x
x
2
VISITOR
ENTRY
| i“ /
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ples / , |
a / i /
| - | / { /
ll ota /
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MARGIT
VISITOR TURNING CIRCLES
IT IS THE BUILDERS RESPONSIBILITY TO
CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS
ON SITE BEFORE COMMENCING ANY WORK.
REFER ANY DISCREPANCIES TO ENGINEER
IMMEDIATELY.
(ENTRY)
PROVIDE SIGNAGE REVERSE
IN CARPARKING ONLY.
TIS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. REFER ANY DISCREPANCIES TO ENGINEER IMMEDIATELY.
37.13CR
Cl
437-69
87.67 +
+37 75
TT
HTT
TI
HUT UHH
VISITOR TURNING CIRCLES
(EXIT)
BUILDING
APPROVAL
- NOT FOR CONSTRUCTION -
PETER RIENECKER - RPEQ 2088
CLIENT
RICHARD & JODIE THOMAS
PROJECT:
PROPOSED DUPLEX DEVELOPMENT
ADDRESS:
5 VENTURA STREET,
B | 23 MAR 20 | BA ISSUE (AW) -LAYOUT UPDATED
A | 26 JAN 20 | BA ISSUE (AW)
pt_| 17 JAN 20_| PRELIMINARY ISSUE
No. DATE AMENDMENT / ISSUE
SUNRISE BEACH QLD 4567
RIENMAC pry trp
ABN. 52 010 666 430
ACN. 010 666 430
CONSULTING CIVIL & STRUCTURAL ENGINEERS
SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR, SAINT CIRINO, 137 BRISBANE ROAD, (PO BOX 149)
MOOLOOLABA QLD 4557
Phone:- (07) 5349 0762
E:- [email protected] W:- www.rienmac.net
DRAWING TITLE:
VISITOR TURNING CIRCLES
Engineer:
PLR
SCALES:
1100
Draft: AW|DesignAW/PLR| DATE: 1h JAN 20
NOOSA SHIRE COUNCIL 1954.4 Ch B
LOT 114 ON RP132135, PARISH OF WEYBA, COUNTY OF MARCH.
REAL PROPERTY DESCRIPTION & COUNCIL: JOB NUMBER DWG No. ISSUE
This drawing is not to be copied or amended yithout written permission from Rienmac Consulting Engi ee NOT SCALE OFF DRAWINGS. | A? SHEET 4 OF 6 CHECKED: PLR
Page 5
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:
BUILDING
IT IS THE BUILDERS RESPONSIBILITY 10 APPROVAL
CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS - NOT FOR CONSTRUCTION -
ON SITE BEFORE COMMENCING ANY WORK.
REFER ANY DISCREPANCIES TO ENGINEER
IMMEDIATELY.
PETER RIENECKER - RPEQ 2088
IT IS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. REFER ANY DISCREPANCIES TO ENGINEER IMMEDIATELY.
CLIENT RI ENMAC ABN. 52 010 666 430 iN TITLE: Engineer: PLR] SCALES: 1100
RICHARD & JODIE THOMAS PTY LTD — AGN. 1 66 450 VILLA 2 TURNING CIRCLES Grott AW|DesigeAWIPLR[DATE: th JAN 20
PROLECT. CONSULTING CIVIL & STRUCTURAL ENGINEERS
SUNSHINE COAST OFFICE:
PROPOSED DUPLEX DEVELOPMENT SUITE 5, FIRST FLOOR, SAINT CIRINO, 137 BRISBANE ROAD, (PO BOX 149) — | NOOSA SHIRE COUNCIL 1954.4 (5 B
B 23 MAR 20 | BA ISSUE (AW) -LAYOUT UPDATED .
A | 24 JAN 20 | BA ISSUE (AW) A MOOLOOLABA QLD 4557 LOT 114 ON RP132135, PARISH OF WEYBA, COUNTY OF MARCH.
pi_| 17 JAN 20_| PRELIMINARY ISSUE 5 VENTUR STREET, Phone:~ (07) 5349 0762 REAL PROPERTY DESCRIPTION & COUNCIL: JOB NUMBER DWG No. | ISSUE
No. DATE AMENDMENT / ISSUE SUNRISE BEACH QLD 4567 E:- [email protected] W:- www.rienmac.net Ths aying Woo To be coped or onended witout wilenpernesin From Rinne Contig CORA NOT SCALE OFF DRAWINGS. [A2 SHEET 5 OF 6 CHECKED: PLR
Page 6
EXPANSION JOINTS TO BE SEALED WITH A LOW
MODULUS SELF PRIMING SEALANT TO THE
MANUFACTURERS SPECIFICATIONS. THE COLOUR OF THE
SEALANT IS TO MATCH THE ADJOINING SURFACE
R20 DOWELS @300 CRS BITUMEN COAT AND CAP ONE END.
20 FOSROC EXPANDITE BITUMEN HOT DIP GALVANISED.
IMPREGNATED FIBREBOARD (BITUMEN
CONTENT FULLY BOUND) or EQUIVALENT.
INSTALL 400 STAINLESS DOWELS (or GALVANISED REFER
RELEVANT COUNCIL FOR APPROVAL) @600 CRS.
DOWELLS 12 IN SLAB THICKNESS 100
F82 FABRIC 40 TOP COVER.
BARRIER/SEMI-MOUNTABLE KERB AND ) APPROVED MASTIC SEALANT.
CHANNEL, FINISHES. 016 IN SLAB THICKNESS 125 EDGE OF BUILDING, COLUMNS, ]
MANHOLES, PITS, ETC.
= DOWELLED or PROPRIETARY JOINT GREASED DOWEL” Wit NHOLES, PITS, ETC i, — sf — wie — —— ——
= SYSTEM, =
= EXPANSION CAP. REFER TO SEALANT DETAIL. (lS 2
ere F12 MESH CENTRAL. DISCONTINUE FABRIC 40 FROM EDGE. Xs 7 2 2 2 2. y
———— —— RGR RRO RT ROR RRR RRR RR
DES. FIRST POUR SHIMON secono Pour S 5 7 _| 20mm JOINTEX or KANEFILL. A ,
fomm COMPRESSIBLE FULLER) % 3 BAR FIITM,
DRIVEWAY DETAILS AND
voxsie - NOTES. TAKEN FROM COUNCIL MATERIAL FOR FULL DEPTH. 10 cay PPE x 15 LONG CAP 080 50 BOTTOM & SIDE COVER.
2 RESIDENTIAL DRIVEWAY . I BITUMEN FILL.
oo mae 3] stent ay DOWELLED EXPANSION JOINT 2! SS
CONSTRUCTION JOINT. 22
es wo SAY
(DEJ) zo Wi2 TRIMMER BAR (50 EDGE COVER).
“ E = LAP 300. PROVIDE 450 x 450 CORNER BARS, EX Dp A N 5 | ON JOINT
- z=
a7 ele F72 MIN FABRIC. ISOL A T | ON JO IN T (NOT TO SCALE)
as|
MOUNTABLE KERB AND = son =
CHANNEL. = 1 a ( 3 (NOT TO SCALE) REFER 10 SEALANT PAINT FIRST CAST FACE WITH BITUMEN.
3 “4 H. TOP 25mm OF CONCRETE TO REMAIN
ALTERNATIVE PROFILE. _ : kd UNPAINTED.
SAND BED.
DRIVEWAY CROSSING PLAN
DRIVEWAY NOTES:
BARRIER, SEMI-MOUNTABLE,
MOUNTABLE KERB &
CHANNEL OR INVERT
CROSSING.
SAW CUT AND BREAKOUT BACK F82 FABRIC 40 TOP COVER.
DETAIL.
DISCONTINUE FABRIC
40mm FROM nh
OF KERB AND CHANNEL.
FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY 10 INSIDE EDGE OF CURVE.
EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL.
r \
IWEWAY CROSSING
3. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES. DR V W ° , ,
4
CONCRETE DRIVEWAY CROSSOVER TO BE 125mm THICK EXCLUDING ANY FINISH <—
DETAIL
ALL DETAILS TO BE IN ACCORDANCE WITH COUNCIL REQUIREMENTS. TOOOOWOOSOo—
CARPARK SLAB DETAIL
150
TREATMENTS. eg. STAMPED CONCRETE FINISH.
CONCRETE SURFACE TOLERANCE 10 BE 0-Smm, OVER 3 METRE SECTIONS.
CONCRETE N25 IN ACCORDANCE WITH AS1379 AND AS3600.
REINFORCEMENT FABRIC TO AS1304, 50 TOP AND EDGE COVER, LAP FABRIC 250.
APPROVED MATERIALS FOR CONSTRUCTION:- CONCRETE or ASPHALT.
EXPANSION JOINTS TO BE 10mm WIDE, FULL DEPTH CLOSED CELL CROSS LINKED
POLYETHYLENE FOAM (85-150kg/m3) OR COMPRESSED GRANULATED CORKBOARD,
INSTALLATION TO MANUFACTURERS INSTRUCTIONS.
10. ALL DIMENSIONS IN MILLIMETERS,
11. ONE ACCESS POINT TO BE CONSTRUCTED TO EACH LOT AS PER STANDARD
N12 TRIMMER BARS (50 EDGE COVER).
LAP 300. PROVIDE 450 x 450 CORNER
BARS.
KEY JOINT (KJ)
DRI
3 BAR FIITM.
50 BTM & SIDE COVER.
TO BE READ IN CONJUNCTION WITH ARCHITECTS DRAWINGS. CONFIRM ALL LEVELS
AND MEASUREMENTS ON SITE BEFORE PROCEEDING.
DRAWING.
2. ALL SERVICES NEED 10 BE LOCATED PRIOR TO EXCAVATION.
(NOT TO SCALE)
N32 CONCRETE
(NOT TO SCALE)
N32 CONCRETE
NOTE: PREFORMED KEY JOINTS NOT TO BE USED.
1 LAYER F72 MESH
BOLSTER CUT SLAB (3Wx30D). 30 TOP COVER.
\ /
#4
VIS \ ONY
CUT EVERY 2nd WIRE DIRECTLY UNDER
JOINT & DEPRESS FABRIC LOCALLY.
TOOLED JOINT (TJ)
ALTERNATIVELY: SAW CUT SLAB 3Wx30D
WITHIN 24 HOURS OF CASTING.
APPROVED PREFORMED
METAL KEY JOINT.
10mm CORKJOINT or
SIMILAR.
BOLSTER CUT SLAB (3w x 30d), FILL JOINT
TO tmm BELOW SURFACE WITH DOW CORNING
888 SILICON JOINT SEALANT.
1
r
DISCONTINUE FABRIC TOOLED
L
SON WNYDy,
40mm FROM END.
EXPANSION JOINT (EJ)
100 SLAB ON GROUND TO PATH. 1 LAYER F72 MESH 30
TOP COVER, 50 SIDE AND END COVER. PROVIDE:
- TOOLED JOINTS (TJ) AT 2m CRS MAX.
- KEYED JOINTS AT 6m CRS MAX.
- EXPANSION JOINTS AT 16m CRS MAX.
SY DQDYQ.. EDGE.
KEYED JOINT (KJ) =
| \ .
F 0 0 I P A I H S L A B D E I A | L S LIGHTLY TOOLED TIT :
(TO BE FOUNDED ON MATERIAL OF MIN SAFE BEARING CAPACITY 100kPa,) JOINT EDGES.
N12 TRIMMER BAR
(50 EDGE COVER).
LAP 300. PROVIDE
i DOW CORNING 888 CUT EVERY SECOND WIRE DIRECTLY UNDER
‘ GRATED DRAN. <—<ERB SILICON JOINT SEALANT. JOINT AND DEPRESS FABRIC LOCALLY, 450 x 450 CORNER BARS.
5 TRAFFICABLE GRATE.
be JONT TO CONTI —, CONTRACTION JOINT SLAB EDGE THICKENING
3 40 TOP COVER.
: FALL 10 oujler, THROUGH KERB. (NOT 10 SCALE) (NOT TO SCALE)
a ae —|— N32. CONCRETE N32 CONCRETE
i Sly > | ° re & ALTERNATIVELY: SAW CUT SLAB IN LIEU OF BOLSTER
: Ne 4 COS ” CUT 3w x 30d WITHIN 24 HOURS OF CASTING SEAL AS
RS ABOVE.
2 a |7* s——2——# CONFIRM SIZE OF GRATED DRAIN WITH < t6mm@ BACKER ROD
in HYDRAULIC ENGINEER AND ARCHITECTS KEY JOINT 7 a .
i 200 300 200 DRAWINGS. , 2mm
i N12@300. LAP 400 WITH SLAB MESH. JO T DE ] A LS JINIC
N12 LONGITUDINAL BARS AS SHOWN. LAP 500 | | J | [ BUILDING
WHERE REQUIRED,
GRATED DRAIN DETIALS
TIS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. REFER ANY DISCREPANCIES TO ENGINEER IMMEDIATELY.
APPROVAL
- NOT FOR CONSTRUCTION -
AT CORNERS
(NOT TO SCALE)
DETAILS
(NOT TO SCALE)
PETER RIENECKER - RPEQ 2088
CLIENT S= RI EN MAC ABN. 52 010 666 430 | DRAWING TITLE: [Engineer: PLR| SCALES: 4:20
RICHARD & JODIE THOMAS PTY LTD ACN, 010 666 430 | DETAILS Draft: AW|DesignAW/PLR|DATE: 1h JAN 20
PROJECT: CONSULTING CIVIL & STRUCTURAL ENGINEERS
SUNSHINE COAST OFFICE:
PROPOSED DUPLEX DEVELOPMENT SUITE 5, FIRST FLOOR, SAINT CIRINO, 137 BRISBANE ROAD, (PO BOX 149) NOOSA SHIRE COUNCIL 1954.4 (6 A
A | 24 JAN 20 | BA ISSUE (AW) “WE A MOOLOOLABA QLD 4557 LOT 114 ON RP132135, PARISH OF WEYBA, COUNTY OF MARCH.
P1_| 17 JAN 20_| PRELIMINARY ISSUE 9 VENTUR STREET, = Phone:- (07) 5349 0762 REAL PROPERTY DESCRIPTION & COUNCIL: JOB NUMBER DWG No. | ISSUE
No DATE AMENDMENT / ISSUE SUNRISE BEACH QLD L456] — E:- [email protected] W:- www.rienmac.net Ths aying Woo To be coped or onended witout wilenpernesin From Rinne Contig CORA NOT SCALE OFF DRAWINGS. [A2 SHEET 6 OF 6 CHECKED: PLR