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OPW14/0197 Approved Plans Part 3 (N13078)
Plans and drawings
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150mm DEEP TURFED
SWAlE DRAIN BEHIND
~I VARIES
G1
WALL DIRECTING FLOWS TO
ROOFWATER (ATCH PITS BOUNDARY FENCE TYPICAL
-
(WHERE APPLICABLEI
O.75m I 1.50m
DETAIL BY BUILDER & OR I
OWNERS FENCING CONTRACTOR
NOOSA COUNCIL ~.....
l 1~1.I.I
I
- ALLOTMENTS - I
APPROVED PLANS MINIMUM DESIGN REQUIREMENTS
- SURCHARGE LOADING ON
~ ~ I
2:~ I
I~~
15~
OPW14/0197 3 OCT 2014 BACKFill: SKPa a:l~ 0,425 0.425 a:l8:
1 IN 4 BATTER BETWEEN WALL
- ~gs~lt~e
- MAX W:4H
D~I~~NFENCE
~~~T~~~m
SLOPE BEHIND WAll
~;II
~~
TY~I
I
TYP I~;
I~~
TIERS TO BE lANDSCAPEO. REFER g:~1 Ig:~
LANDSCAPE ARCHITECT'S PLANS. - ALLOTMENTS -
F.S.L. I
CONCRETE
SLEEPERS 175mml
INTERNAL BACK/SIDE BOUNOARY WAllS 400mm WIDE
NOTE: HEIGHT 2.0m < 3.5m GRANULAR FREE
REFER TO N13078-107 FOR BULK SCALE 1 : 5D \AlI DRAINING MATERIAL
EARTHWORKS NOTES ANa LEGEND
N
I \
F.S.L.
150mm DEEP TURFED 100SZl SLOTTED SUBSOIL DRAIN
SWALE DRAIN BEHIND WITH FILTER SOCK. DISCHARGE
WALL DIRECTING FLOWS TO TO STORM WATER SYSTEM
ROOFWATER CATCH PITS
IWHERE APPLICABLE) STEEL UNIVERSAL COLUMNS
\ - ALLOTMENTS - NOTES,
;
, 1. RETAINING WALLS TO BE CONSTRUCTED
/ 117 TO MANUF ACTURERS SPECIFICATIONS.
2. CONTRACTOR TO PROVIDE STRUCTURAL
/ CERTIFICATION FOR RETAINING WALLS
DESIGN AND CONSTRUCTION.
\ - ALLOTMENTS -
l. FOOTINGS ADJACENT SERVICES ARE TO
, EXTEND BELOW THE ZONE OF INFLUENCE.
/ TYPICAL CONCRETE SLEEPER RETAINING WALL
I
(
/ DETAIL AT FENCED BOUNPARIES
INTERNAL BACK/SlOE BOUNDARY WAllS SCALE 1 : 20 IA 11
I
HEIGHT O.Om < 2.0m
SCALE 1 : 50 IA1)
,I RETAINING WALL DESIGN AND CONSTRUCTION TO BE RPEQ TOP ROCK 400
CERTIFIED BY THE CONTRACTOR'S NOMINATED GEOTECHNICAL 600mm (MINI GEOFABRIC TO
I ENGINEER. ROCKS TO BE PLACED IN STRETCHER BONO FACE OF WALL
PATTERN IMJNIMUM VOID ALLOWABLE SHALL NOT BE
GREATER THAN 50mm IN ANY DIRECTION, WITH NO SPALLS
SMALLER THAN 750mm IN SIZE - i.e. NO VOID INFlllINGI
APPROVED
NOTE:
WATERPROOF MEMB~~~l.
BOULDERS TO BE 'A' GRADE SANDSTONE
- , -H:llblJlldAlli" rm.' -""'"= - ,- , {TRENCHED ROCKI RECTANGULAR IN SHAPE.
LOTS FRONTING ROADS
MINIMUM DESIGN REQUIREMENTS:
- SURCHARGE LOADING ON BACKFILL: 5KPa
- ALLOW FOR 108m HIGH FENCE
- MAX lV:4H SLOPE BEHIND WALL
__ •••• ' 1IIl'l .e •••• t ",noIS I ou_nna
SURVEYOR: BPS
BULK EARTHWORKS
BROWN
- Lf .I. 1o.J1.u.
1 INNOVATION PARKWAY, BIRTlNYA OM PROPERTIES
LAYOUT PLAN
A NT NT GU1.1l. ilflAMlCi lill.l.llTAL AlXlll.
Ph (07) 5436 1888 Fax 107) 5493 6630
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I'llO.lI:tT •••
N13078
LAKE DOONELLA NOOSA
Smart Consulting lM,,_g_
SHEET 3 OF 3
E
STAGE Cl • C6 N13078-109
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