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Earthworks Retaining Plan
Attached to the e-mail MCU15/0068 - Response to Information Request.
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DRAWING SIZE - A3 9 Sannnp—t__#—2_imt:
INDICATES SPRAYED RC
FACING TO EXPOSED CUT
BATTER FACE
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STEEL\WALER BEAM AND
PROPPING. AS REQUIRED
7 I
ber retg wa Cone Blk Retg
wall Top RL 36.06
mani
Conc Blk Retg
POOL
wall Top RL 30.0
INDICATES CANTILEVERED CONCRETE PILING, DESIG!
AND INSTALLATION BY OTHERS. MINIMUM VIBRATION
Cone driveway RL 30.07
access to Level A garages
Conc Blk Ret.
wall Top RL 28.03
Exist Pool
>
Checked:
RPEQ 5835
S Richardson
EXISTING STAIRS CANTILEVER
TECHNIQUES TO BE USED FOR INSTALLATION,
FROM EXISTING BUILDING
VIBRATION CONTROL AND MANAGEMENT BY PILING
CONTRACTOR. REFER DETAILS ON DRG. S2.
EXISTING BUILDING
FOUNDATIONS WILL BE AT
LEVEL A GARAGE LEVEL, REFER
TO CRITICAL DEPTH LINE
DIAGRAM FOR PROTECTION OF
EXISTING STRUCTURE
S/S
PROPOSED EARTHWORKS
RETAINING PLAN
PRIOR TO WORKS COMMENCING A
CONDITION SURVEY OF ADJACENT
PROPERTIES MUST BE COMPLETED
Rev. - 30.01.05
{sc consulting ENG
Av) STRUCTURAL eCIVILeGEOTECHNICAL
DEBUILD T/A
INEERS
ABN 40 098 481 899
1/11 PROJECT AVE NOOSAVILLE QLD 4566
Ph (07) 5455 5604
Fax (07) 5455 5696
Title:
Retaining Wall Plan.
Project 6 Crank Sreet
Sunshine Beach
Date: Sept 2015
Drg No. 25317 -S1
Rev.
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DRAWING SIZE - A3 RC CAPPING BEAM FULL LGTH OF WALL 450x450 4/N16 T & B WIO LIGS 400 CTRS EXISTING GROUND LEVEL ww few 4500 R.C PIERS, 8/N20 X X FULL HT R8 SPIRAL 300 PITCH, 50 COVER. ‘Ny D — EXCAVATION DEPTH EXCAVATION DEPTH Vv EMBEDMENT DEPTH = EXCAVATION DEPTH x 1.25 ( ee RETAINING WALL TYPICAL SECTION SPRAYED 25MPA CONCRETE FACING SL72 MESH MIDDLE TYPICAL SECTION ~ SPRAYED CONCRETE FACED EMBANKMENT ALLOW FOR SHOTCRETING OR TEMPORARY SHORING BETWEEN PIERS TO RETAIN SOILS SECTION X-X THE BUILDER/CONTRACTOR SHALL CONFIRM ALL RELEVANT LEVELS PRIOR TO COMMENCING WORKS. THIS FOOTING WITHOUT PIERS IS FOUNDED ABOVE CRITICAL DEPTH LINE AND IS UNSTABLE. Zz GROUND / ZZZz PAD LEVEL a UNSTABLE il ee N a Q THIS FOOTING IS sae Sy, ill FOUNDED BELOW XY [Fl PROPOSED EXCAVATION. THE CRITICAL LINE. AND ‘ =| BUILDER MUST ENSURE ALL IS STABLE. 4 Foomnes AND SLABS ARE “Tl] SUPPORTED BELOW THE PIERS TO BE 3OONM INTO a \ Ie 3 GRA. UNE AcconDnGLY SELECTED FOUNDATION i MATERIAL é& BELOW THE hs i CRITICAL LINE. NOTE: THIS DETAIL ALSO APPLIES 10 EXISTING FOUNDATIONS ON NEIGHBOURING PROPERTIES. PILING MUST BE INSTALLED WHERE EXISTING FOOTINGS WILL BE FOUNDED ABOVE ANY EXCAVATION CRITICAL DEPTH LINE ¢ yee DEPTH LINE TYPICAL SECTION Rev. - 30.01.05 CONCRETE : 1. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH AS3600 - CONCRETE STRUCTURES 2. ADDITIVES INCLUDING FLY ASH CAN ONLY BE ADDED TO THE CONCRETE UPON THE APPROVAL OF THE ENGINEER. 3. ALL CONCRETE SHALL BE NORMAL CLASS CONCRETE UNLESS NOTED OTHERWISE. CONCRETE GRADES, MAXIMUM SLUMPS AND MAXIMUM AGGREGATE SIZE ARE AS FOLLOWS; FOOTINGS - 20MPa, MAX SLUMP 100mm & 20mm MAX. AGG. SIZE. GROUND FLOOR SLABS 100THK. - 25MPa, MAX. SLUMP 80mm & 20mm MAX. AGG. SIZE. BEAMS/COLUMNS/SUSPENDED SLABS - 40MPa, MAX. SLUMP, 80mm & 20mm MAX. AGG. SIZE. BLOCKWORK GROUT — N20, MAX. SLUMP, 100mm & 10mm MAX. AGG. SIZE. 4. ALL CONCRETE MEMBERS GREATER THAN 100mm IN THICKNESS MUST BE MECHANICALLY VIBRATED. 5. IN NO INSTANCE SHALL THE CONCRETE BE WETTED UP PRIOR 10 OR DURING PLACEMENT. 6. SLAB CONCRETE SHALL BE CURED FOR A MINIMUM OF SEVEN (7) DAYS BY AN APPROVED METHOD. DETAILS AVAILABLE UPON REQUEST. 7. FORMWORK STRIPPING AND BACK-PROPPING OF SUSPENDED FLOOR SLABS Checked: RPEQ 5835 S Richardson fnann-—1__>-——1_7m1:100 @ A3 DEBUILD T/A STRUCTURAL eCIVIL®GEOTECHNICAL ABN 40 098 481 899 (see)consuting ENGINEERS 1/11 PROJECT AVE NOOSAVILLE QLD 4566 Ph (07) 5455 5604 Fax (07) 5455 5696 Title: Details. Project 6 Crank Sreet Sunshine Beach Rev. Date: Sept 2015 Drg No. 25317 -S2