Original source · versioned page text
Engineering Plans
Plans and drawings: the text below has words only, no drawings.
EXISTING RESIDENCE LINDSAY CONSULTING PTY
LTD
LINDSAY CONSULTING HAVE NOT
BEEN PROVIDED WITH CONTOUR
SURVEY PLAN OR ACCURATE
LOCATION OF EASEMENT/SEWER
A SITE NOTE THAT THE FINAL LAYOUT, SHAPE AND SIZE SHALL BE
CONFORMED ON-SITE PRIOR TO CONSTRUCTION, DRAWN TO
INFORMATION PROVIDED BY CLIENT. LINDSAY CONSULTING DOES
NOT HOLD ANY RESPONSIBILITY FOR THE INFORMATION NOT
PROVIDED.
POOL FENCING IN ACCORDANCE WITH AS1926- 2007.
SELF LOCKING GATE LOCATIONS TO BE CONFIRMED ON-SITE
DECK BY OTHERS
POOL CONTRACTOR IS TO ENSURE THAT THE PROPOSED POOL IS
EITHER OUTSIDE THE TREE ZONE OF INFLUENCE OR PROVIDE APPROX 2.1 m OOG
PROTECTIVE MEASURES AGAINST THE TREE EFFECTS SUCH AS
INSTALLING ROOT BARRIER OR SIMILAR. TREE ZOI IS "DISTANCE
FROM TREE = TREE HEIGHT X 2.0". ALTERNATIVELY THE POOL
CONTRACTOR IS REQUIRED TO INFORM ENGINEER OF TREE
LOCATION AND HEIGHTS FROM POOL ALONG WITH A SOIL
REPORT TO DETERMINE THE SOIL EFFECTS APPLIED TO THE 1.2 m DEEP
POOL SHELL. THE POOL CONCRETE & REINFORCEMENT SHALL BE
APPROX EASEME
DESIGNED TO SUPPORT INCREASED SURFACE MOVEMENT Centre block wall to support pool
SEWER APPROX base without internal shell piers
NT- AS PROVIDE
600 Wide Strip footing as per details
1.8 m DEEP
900mm DEEP
D BY POOL BUILD
RED CIRCLES Indicate 120kN safe
working load screw piles. Install 1-S12
bars through the top of pile 1m long min
APPROX 2.7 m OOG
ER
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 2 pages
Page 2
N16 corner bars @ 125 crs (Above Ground)
350mm min lap
Radius 155mm
LINDSAY CONSULTING PTY
LTD
WALL REINFORCEMENT AS PER
DETAILS
Page 3
200 Water Levet | e D VERTICAL BARS Sg L~_| —_ ° I 4-S12 in 1500 MAX | S12 @ 300 crs b ring beam 1800 MAX | S12 Bars @ 300 crs l THIS DRAWING REMAINS/THE PROPERTY OF le LINDSAY CONSULTING PTY LTD AND IS FOR S12 Intermediates @ 300 crs THE SOLE USE OF THE CLIENT. NO PART ° MAY BE USED IN PART OR WHOLE WITHOUT PRIOR EXPRESS WRITTEN CONSENT OF % i LINDSAY CONSULTING PTY LTD 2 Vertical bars refer table, ———T™|P CLIENT AND PROJECT DESCRIPTION € S12 Horizontals @ 125 crs . E 75mm cover to inside of pool ! 100 Max POOLS BY DESIGN gS l PROPOSED POOL 7 r c NO.5 SEAMIST CRT a r o SUNSHINE BEACH L = a I, 400 Radius min & DRAWING TITLE S12 @ 150 CRS each 3 way in base N12 starters @ 400 y x veers REINFORCEMENT CRS to pool base. l DETAIL 2 450 min. lap. |, = a L E \ S SCALES st > > > 7 = > 7 7 > oF > > > oF > > > oF > > oO | ° ° ! cons taucriq JOINT x 190mm core filled blockwork with N12 @ = 400 crs eachjway r UNCONTROLLED GRAVEL BACKFILL 8 ble SURVEY DATUM r r N12 starters |@ 400 CRS 450mm min. lap. ASSOCIATED CONSULTANTS NATURAL SURFACE RYYXRY RYO | TTT RPYAY AY AY AY AY AY DY] lt 600 x 600 footing _ — with 4-N12 top and bottom ff. nh. R10 ligs at 200 CRS $12 bar through top of screw pile (1000 mm long) REVISION LIST A | ORIGINAL ISSUE 16/11/23 Screw Piles (120 kN SWwL)) | Screw Piles (120 kN SWL)) ponevter Fe 231061PL.DWG SECTION THROUGH ABOVE GROUND POOL awe — 23-1061-PL3 3)A