Engineering Plans_1303-10 - 21 · OPW15/0142

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

SAW CUT KERB INVERT &

REMOVE EXIST KERB. ( Callaghan & Toth )

CONSTRUCT NEW INDENTED _& :
CARPARKS TO PLAN 12 Civil, Environmental &

Hydraulic Engineers

 

 

 

 

SAW CUT KERB INVERT &

 

 

 

 

 

 

 

 

 

 

 

 

 

 
     
       

 

eS REMOVE EXIST KERB. PO BOX 2305
x CONSTRUCT NEW DRIVEWAY i NOOSA HEADS 4567
> ” 6M WIDE TO IPWEAQ — ) 6/41 Sunshine Beach Road
eS \ RS-51 & PLAN 12 REMOVE EXIST DRIVEWAY & Phone 54749081, Fax 54749041
Ta Cea SS “ 2.009 REINSTATE KERB. www.callaghanandtoth.com.ou
tia Se so CONSTRUCT NEW FOOTPATH | | designed [AOT] datum AND DERVED
ney BOE Brgef PR —65,]
Re r S REGRADE VERGE TO MATCH grown WM | PSM *
att . : EXISTING. N checked [AH | Origin (BM.) RL *
N KK ™ <— a pe ye / PLACE 50mm TOPSOIL AND SIR
: yr g WALTER TURE
os 2 wl ; | | approved
aus eo 10.590 "7 / SURVEYED. BY
eT g MAX WATTERSON & ASSOCIATES
PHONE 54 426 121
(———e—————————™
project
PROPOSED KABARA HOSTEL
| EXTENSION, 20 TOPAZ STREET
2 | 1
% 4\ ee | | . == aa COOROY
Bl ) . Ko
=3\ 7 TT
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NOOSA COUNCIL
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—————————————————
title

OVERALL CIVIL WORKS PLAN

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_————

(NOTE ALL UNDERGROUND SERVICES ARE
APPROXIMATE LOCATIONS ONLY. ACTUAL

LOCATION MUST BE LOCATED PRIOR TO

EXCAVATION)

CLEARING & EARTHWORKS NOTES

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1. OBTAIN ONE CBR TEST PER MATERIAL TYPE OR a OOH
AT EVERY 100m OF ROAD. THE CONTRACTOR Ye KKK IKK OER EELS.
WILL MEET COMPACTION TESTING COSTS Yy COORROOQOOOCOOOCOOQOOVOQLOQ LLL | Parish of TEWANTIN
2. CLEAR TREES, STUMPS & ROOTS TO 300mm OOOO LLL OEE | County of MARCH
BELOW SUBGRADE. MULCH AND STOCKPILE IRR OR BEE RLD NOOSA SHIRE COUNCIL
S SSIES ROSEN
3. STRIP TOPSOIL TO 150mm OR DEEPER AS ss .
REQUIRED. PROOF ROLL FILL AREA & COMPACT a NN Locality of COOROY
TO 95% RDD (OR 100% RDD IF 300mm BELOW Pa *
SUBGRADE). REMOVE ANY UNSUITABLE MATERIAL ae \ )
AND REPLACE WITH APPROVED FILL. STOCKPILE ina D0)
AND RE-SPREAD ALL USEABLE TOPSOIL. wits NN SCALE
4. APPROVED FILL TO BE MINIMUM SOAKED CBR 6, fc STE SO Em
FREE OF ORGANIC MATTER, MAXIMUM AGGREGATE / 1500
SIZE < 50mm. PLACE IN MAXIMUM 200mm SCALE BEFORE REDUCTION (A3)
LAYERS AND COMPACT TO 95% RDD (65% ROD Ly a aa SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE
FOR COHESIONLESS SOIL). COMPACT TO 100%
RDD IF 300mm BELOW SUBGRADE. =~ ——='“¥rerr—rrrv ——__/
a \
5. CONTRACTOR TO VERIFY ALL INVERT LEVELS, , _ REVISIONS
SURFACE LEVELS, COVER OVER DRAINAGE LINES —
AND MINIMUM FALLS ARE CORRECT AND revision
OBTAINABLE PROIR TO COMMENCEMENT OF WORK. [b 5 A | PRELIMINARY ISSUE
6. WORKPLACE HEALTH AND SAFETY ACT. 1995 ALL ~~
WORK IS TO BE CARRIED OUT IN ACCORDANCE ~~
WITH THIS ACT AND IN PARTICULAR THE — ~
CONTRACTOR IS TO ENSURE THE REQUIREMENTS

OF THIS SPECIFICATION.

 

 

7. CONTRACTOR SHALL VERIFY BENCH MARK LEVELS

 

 

 

 

 

AND ADVISE THE SUPERINTENDANT OF ANY y FILES
DISCREPANCIES PRIOR TO COMMENCING
CONSTRUCTION. NN COMPUTER DIRECTORY

X\JOBS\CT\...

FOR APPROVAL

Sheet 2 of 12 sheets
drawing number

1303-11
XK date JULY 2015 yy,

 

8. CONTRACTOR SHALL VERIFY THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO
COMMENCEMENT OF WORK. ALL EXISTING
SERVICES AND STRUCTURES ARE TO BE ne
MAINTAINED IN GOOD ORDER FOR THE DURATION q.
OF THE CONTRACT. ANY COST ASSOCIATED WITH N
REPAIRING DAMAGE TO EXISTING SERVICES SHALL
BE PAID FOR BY THE CONTRACTOR. } NN

 

 

 

9. ALL LEVELS TO AHD.

10. UNLESS SPECIFIED OTHERWISE ALL MATERIALS
AND WORK SHALL COMPLY WITH THE RELEVANT
AUSTRALIAN STANDARDS.