Operational Works Application PS17-0585 · OPW17/0585

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

%, PLAN INDEX Callaghan & Toth
4 Sr GF 1727-01 A SITE PLAN . | Civil, Environmental &
woes 8 1727-02 A LAYOUT PLAN 1 OF 1 \\| Hydraulic Engineers
1727-03 A LONGITUDINAL SECTION PLAN 1 OF 1 PO. BOX 2305
Nata
ra NOOSA HEADS 4567
V 8/41 Sunshine Beach Road
_ = Phe 54749081, Fax 54749041
. | ROAD & DRAINAGE — STANDARD DRAWINGS een colaghabydtltiogm ai
& Nd a RS-049 RESIDENTIAL DRIVEWAYS - PLAN 1 OF 2 designed | ADT_| datum ASSUMED
Ad “6, KE 5 N RS-050 RESIDENTIAL DRIVEWAYS — PLAN 2 OF 2 drawn] UP
%, é i RS-080 PROFILES AND DIMENSIONS INCLUDING EDGE RESTRAINTS, MEDIAN & INVERT checked _| MM
Xe | | RS-140 SUBSURFACE. DRAINAGE
%y approved
A SURVEYED BY
Noosa Heads 5 PHONE (07) 5472 8569
%, Pein 2 i] 3 project
2 , =
a i PROPOSED DRIVEWAY
sae aad 2 RECONSTRUCTION AT
4567 23 EUGARIE STREET,
me OF44 Loy NOOSA HEADS
% & a
ge ava vow - ————————
Wyandra sy ic Client
D. HOLGATE
SITE_LOCATION (N.T.S
secon a eeeaRRRUCCRNaRRRSiR
title
SITE PLAN
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CE
LOT 213 on RP88934
HOUSE No. 40 ad Parish of NOOSA
LOT 212
RPBB934 County of MARCH
NOOSA SHIRE COUNCIL
| | Locality of NOOSA HEADS
aa E
_
N NOTES: rr,
p= Bing | SCALE
HOUSE No. 23 | SURFACE LEVELS LEVELS 0 1.25 2.5 3.75 5 6.25 Meters 125
cauTIONT LOT 213 | a SURFACE LEVELS OVER THE SITE HAVE BEEN ae
Safes s RPBBO34 N 3 INTERPOLATED THROUGH COMPUTER MODELLING OF 1:250(83) SALE SHOWN IS ORIGINAL DRAWING SCALE
UNDERGROUND Mu
vee q FIELD SURVEY DATA. THESE CALCULATED LEVELS MAY USE ONLY DIMENSIONS. PROVED.
- : VARY FROM THE ACTUAL GROUND LEVEL AT THE
smn aa CORRESPONDING POSITION ON SITE. WHERE MAJOR REVISIONS
pares a =! Lo VARIATIONS OCCUR, THEY SHALL BE REFERRED TO THE | b
Eaogner ca | SUPERINTENDENT FOR FURTHER CONSIDERATION WHERE | F1-FoR- REVIEW
Ge iceman SUCH VARIATION WILL CAUSE MAJOR PROBLEMS WITH | FOR APPROVAL
CAUTION !! CONSTRUCTING THE PROJECT IN ACCORDANCE WITH
Spemene Rouse APPROVED PLANS.
no SURVEY REFERENCE
eres ae ALL CONSTRUCTION LEVELS SHALL BE SET BY THE FILES
vee CONTRACTOR WITH REFERENCE TO SURVEYED STAKES COMPUTER DIRECTORY
AND SURVEYED BENCH MARKS PROVIDED BY THE XAWOBS\CT Projects in progress\1727 25 EUGARIE|
SEDIMENT & EROSION CONTROL APPOINTED SURVEYORS. ALL SURVEY STATIONS, SETOUT | JSTREET\Current_ DWG\1727—01.DWG
Sedimentation Controls shall comply with STAKES AND PERMANENT SURVEY PEGS OR MARKS ON
the requirements of i OR ADJACENT TO THE CONSTRUCTION SITE SHALL BE FOR APPROVAL
"MANUAL FOR EROSION AND SEDIMENT HOUSE No. 21 PROTECTED DURING CONSTRUCTION.
CONTROL, MAROOCHY SHIRE COUNCIL” LOT 214 1
MESC, 2007) which can be accessed on the RP88934 UNDERGROUND. SERVICES ae ~. 3 sheets
‘ouncils external internet site. UNVERURUUNE SERVIVES rawing number
THE CONTRACTOR SHALL ARRANGE FOR ALL
Works Standards refer to, i UNDERGROUND SERVICES TO BE MARKED OUT ON-SITE 1 720 Ot
"Contract Standards for Erosion and
Sediment Control on Construction Sites.” FOR THE RELEVANT SERVICE AUTHORITIES: KO date 9th SEPTEMBER 2017 S/S