6. Attachment C - Engineering (incl Driveway detail)

 

 
 
  
   
  

 

 

 

 

 

 

 

 

+ + ——EXISHNE-SEWER,
|) S—_.BUILDER TO CONFIRM SEWER DEPTH AND LOCATION SOIL TEST WAS PERFORMED WITH AN EXISTING
BEFORE COMMENCING WORK OR ORDERING MATERIALS, = STRUCTURE LOCATED ON THIS SITE. OUR
/ | CONFIRM LOCATION WITH ENGINEER, Gy OBR e FOUNDATION DESIGN IS SUITABLE FOR UP TO A
/ a (ie EE CLASS ‘M’ SITE. FOUNDATION DESIGN MAY NEED TO
¢ AN S TA TT BE CONFIRMED BY ANOTHER SOIL TEST AFTER THE
[2 an 1 | || REMOVAL OF THE EXISTING STRUCTURE, BEFORE ANY
STAR ON ym | 18 NEW BUILDING WORK IS COMMENCED ON’ SITE.
GROUND, a | | al | | | : <
YPICALLY. UJ pry | =
ce eR 6) ql pre — 2 = ARTICULATION. NOTES
j [, FoR ye NOTE: SITE HAS BEEN ASSESSED AS A CLASS ‘P"
| SITE DUE TO THE PRESENCE OF FILL MATERIAL.
! LOT 11h ON RP132135,
S by = THE SITE PLUMBING IS TO BE PROVIDED WITH
md | © SWIVEL JOINTS, ‘EXPANDA’ JOINTS AND 40mm
LAGGING AS PER THE PLUMBING REQUIREMENTS
| CONTAINED IN THE GLOBAL TESTING SOIL
| | INVESTIGATION REPORT. THESE DETAILS HAVE
| BEEN INCLUDED ON OUR DRAWING FOR YOUR
L _— | INFORMATION. -
oo Pt OVER DRAWING 19544-S11,
ALL PLUMBING WORK IS TO BE IN ACCORDANCE
WITH AS2870 AND AS/NZS-3500.
F 0 0 | | \G P L Al \ PROVIDE GRANULAR BACKFILL & AGG DRAIN WRAPPED
IN GEOFABRIC SOCK, CONNECTED TO SW LINE BEHIND p Reodd_
VILLA | ALL RETAINING WALLS. SLOPE DRAIN 1 IN. 100. PETER RIENECKER = PEO 2080
mt eas as, ag PROP WALL UNTIL SLAB Pee a
a
FOUND AT APPROX. 1.2m BELOW NGL. OVER IS CAST. TOP COVER.

 

e MASS CONCRETE PIERS TO 900mm DEPTH.
e — REINFORCE WITH 4/N12 VER BARS 900-1800mm DEPTH.
e — REINFORCE WITH 4/N16 VER BARS 1800-3000mm DEPTH.

 

 

 

PETER RIENECKER - RPEQ 2088

 

 

 

 

 

 

     
    

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

. va
+ REINFORCE WITH G/NI6 VER BARS 3000-4000mm DEPTH, k i wis
CONTACT ENGINEER FOR ADVICE IF PIERS ANY DEEPER THAN 4m.
oT
g {90 (onrrtTe FILLED |-—~ | / WHERE RETAINING > 600mm, RIENMAC eryito
FOUNDATION DESIGN IS BASED ON REPORT No. 19/0175 BY GLOBAL TESTING PTY & a CROUT OM a z Pan THICKEN SLAB AS SHOWN WITH ee es
LTD, REFER TO THIS REPORT FOR SOIL CONDITIONS EXPECTED ON SITE, FF [2 5 SLUMP = 225mm, = | EXTRA LAYER F82 MESH 30 SUSI ORT FEE
ACTUAL SOIL CONDITIONS VARY SIGNIFICANTLY FROM THOSE IN. THE REPORT, 3 wl MAX AGG SIZE = Smm. S BOTTOM COVER. SuTE 5, FRST FLOOR, Pe (07) 5349 0762
CONTACT ENGINEER FOR RE-APPRAISAL OF FOOTING DESIGN. > z PROVIDE CONTROL mK SRA podo, Email nlo@rinmac nt
& S| JOINTS @6m CRS MAX. / Ni2@400 VER BARS. COG 400 WITH (PO BOX 14.9)
NOt; SOFT MATERIAL TO APPROXIMATELY 1200mm DEPTH HAS BEEN FOUND ON 5 S SLAB TOP MESH. LAP 600 WITH vous oun 457
FOLLOWING REMOVAL OF THE EXISTING RESIDENCE AND SITE STRIPPING THE | Ni2@400 STARTERS FROM FOOTING. GREEN EARTH HOMES
BUILDING SURFACE AREA IS TO BE SATURATED AND COMPACTED TO A MINIMUM 5137.51 FSL wa 3 RON
UNIFORM DENSITY OF 98% STANDARD COMPACTION TO SUPPORT THE SLAB. CARE : 7 O MOD INO AT coaveR’ 450 WHERE PROPOSED DUPLEX DEVELOPMENT
IS TO BE TAKEN TO ENSURE NO DAMAGE OCCURS TO EXISTING STRUCTURES | "
DURING THIS PROCEDURE. ANY SOFT SPOTS IDENTIFIED DURING THE PROCESS ARE ep
TO BE REMOVED AND REPLACED WITH APPROVED MATERIAL COMPACTED IN Zz 5 VENTURA STREET,
LAYERS TO A MINIMUM UNIFORM DENSITY OF 98% STANDARD COMPACTION, ANY /ale SUNRISE BEACH QLD 4567
FURTHER FILL MATERIAL PLACED IS TO BE COMPACTED IN LAYERS TO A MINIMUM f 28
UNIFORM DENSITY OF 98% STANDARD COMPACTION. 7 — BAR FI1TM TOP & BOTTOM. at ROPER. DESC TON fous wevBA
: £ / sae | R10 TIES @600 CRS MAX. , .
ALL FOOTING BEAMS ARE TO BE PIER THROUGH THE SOFT MATERIAL A MINIMUM : / COUNTY OF MARCH.
OF 300mm INTO NATURAL GROUND OF MINIMUM SAFE BEARING CAPACITY 100kPa. 7 450 NOOSA SHIRE COUNCIL
7 DRAWING TITLE:
CONFIRM ALL STEPS AND FALLS WITH ARCHITECTS DRAWINGS. / ILLA 1
7 LC <> 450 MASS CONCRETE PIERS TO BE FOOTING PLAN, DETAILS
(J - FULL HEIGHT CONTROL JOINT TO MASONRY, Adm MIN CLEARANCE FOUNDED AS PER THE SOIL REPORT,
INTO DENSE SAND AT MIN 1200mm Designed: AW/PLR Drawn: AW
BELOW EXISTING SURFACE LEVEL.
LINE OF THE ZONE OF ALES. . .
zp T3647 7 FOR THE SEWER LINE. — SCALES: #100, 1:20
= | ye Engineer: PLR|DATE: 31 OCT 19
= e :
3 y > 4500
SECTION CD 19544] S2, A
SEWER FOOTING SECTION St) meni aM cel tee oe JOB NUMBER | DWG No. | ISSUE
DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 2 OF 1%  |CHECKED: PLR