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240608Opw-b
W
T
EARTHWORKS QUANTITIES
S
TOPSOIL STRIPPING: 187m
///
EARTHWORKS CUT: 5m
FILL REQUIRED: 768m
W
T
///
IMPORT: 763m
S
EXISTING
///
NOTES:
HAY STREET
///
1. VOLUMES. SEWER MAIN
LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
2. ASSUMED SITE STRIP AT 100mm THICK.
W
T
3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
EXISTING EDGE LTD
A
S
LEVELS AFTER "SITE STRIP" AND EARTHWORKS / SUBGRADE OF BITUMEN
006 PROPOSED CONCRETE SLEEPER
/// ///
///
RPEQ 4928
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
RETAINING (MAX 300mm HIGH) EXISTING
W
THIS DRAWING REMAINS THE PROPERTY OF
T
ELECTRICITY LINDSAY CONSULTING PTY LTD AND IS FOR
S
///
/ / / PROPERTY BOUNDARY PILLAR BOX THE SOLE USE OF THE CLIENT. NO PART
E
/ / / / / / / / / / / / / /
/
/
/ MAY BE USED IN PART OR WHOLE WITHOUT
/ / / / /
/
/ / / / / / / /
/ 2.0 6
PRIOR EXPRESS WRITTEN CONSENT OF
///
W
/
ACCESS DRIVEWAY
T
2.0
/
LINDSAY CONSULTING PTY LTD
///
///
S
2.5 CLIENT AND PROJECT DESCRIPTION
///
/
/
TOW 2.77 ///
GJ GARDNER NOOSA
2.5
W
///
T
BOW 2.48 ///
PROPOSED RESIDENTIAL
///
S
/
TOW 2.85 TOW 2.63
/
BOW 2.56 BOW 2.37
TOW 2.50 FSL 2.11 DEVELOPMENT
BOW 2.17
4-6 HAY STREET,
/
W
/ TOW 2.73 TOW 2.67 TEWANTIN
S
PROPOSED 4.5m
S
WIDE EASEMENT BOW 2.53 BOW 2.47
/
FOR ACCESS AND 5.35m
B
/
SERVICES
006
W
DRAWING TITLE
S
2.5
S
/
PROPOSED
BULK EARTHWORKS
/
PROPERTY BOUNDARY
RETAINING
WALL PLAN
/
/
1% MIN FALL
S
W
S
2.5
/
/
/ / /
FSL 2.68 SCALES
/
S
/ /
EXISTING
W
/ / / / / / / /
S
BUILDING TO
/
PROPERTY BOUNDARY
BE REMOVED 0 5m 10m
S
Orig. 1:250
W
/
S
> > >
S
W
/
TOW 2.50
S
TOW 2.73 TOW 2.70
BOW 1.75
SURVEY DATUM
BOW 2.34 PROPOSED BOW 2.29
S
ALLOTMENT PROPOSED INTER-ALLOTMENT
W
EXISTING DRAINAGE WITHIN 1.5m WIDE EASEMENT .
EXISTING BOUNDARY
BUILDING TO
S
BE REMOVED
SEWER MAIN PROPOSED COMMON ASSOCIATED CONSULTANTS
S
RETAINING WALL WITHIN
W
EASEMENT (REFER
DETAIL SHEET 6) 5.35m C REPRODUCED AND
S
LL
006
FA
UPDATED FROM
S
1% MIN FALL
LEGEND
W
TOW 2.50 CONTOUR CONSULTING
1.5
EXISTING FEATURES BOW 1.61
PROPOSED 3m
ENGINEERS APPROVED
S
OVERALL RP BOUNDARY WIDE SEWER
S
EASEMENT TOW 2.50
OPW DRAWINGS FOR
W
CADASTRAL EASEMENT PROPOSED CONCRETE BOW 1.77
SURVEYED RP BOUNDARY
EXISTING SLEEPER RETAINING WALL (MAX
1000mm HIGH). DESIGN AND TOW 2.50 PROJECT 3045 FOR OPW
S
SHEDS TO BE
CADASTRAL RP BOUNDARY REMOVED CERTIFICATION BY OTHERS. BOW 1.54 22/0218 APPROVED 31
2.5
FSL 2.66
OCT 2022
/
ROAD CENTRELINE > > >
S
ESL 2.66 / / / / / / / / / / / / /
1.5
/ / / / / /
2.0
ROAD KERB & CHANNEL LEGEND 2.5 2.0 1.5
S
PROPERTY BOUNDARY
/// /// /// ///
EDGE OF BITUMEN PROPOSED FEATURES TOW 2.66 TOW 2.60 TOW 2.54 TOW 2.50
PROPOSED
BOW 2.49 BOW 2.27 BOW 1.79 BOW 1.50
S
D D STORMWATER RP BOUNDARY STORMWATER
DRAINAGE
S
W W WATER RETICULATION REVISION LIST
RP EASEMENT A ORIGINAL ISSUE 15/10/24
S S SEWER RETICULATION ROAD CENTRELINE B OVERLAND FLOW PATHS ADDED 18/12/24
NOOSA COUNCIL FLOOD CERTIFICATE
S
E/OH OVERHEAD ELECTRICAL CONCRETE DRIVEWAY DEFINED FLOOD LEVEL (DFE) - RL2.5m AHD PVC-U TRUNK
E E UNDERGROUND ELECTRICAL MINIMUM BUILDING FLOOR LEVEL - FFL2.8m AHD SEWER MAIN
RETAINING WALL (MAX 1000mm HIGH)
T T TELSTRA > > > DRAINAGE SWALE
RETAINING WALL NOTE:
CHANGE IN GRADE EARTHWORKS BATTERS CONCRETE SLEEPER AND GALVANISED STEEL POST,
BUILDING PROPRIETARY RETAINING WALL. WALL HEIGHT TO BE
STORMWATER DRAINAGE
LESS THAN 1m AND NOT REQUIRING CERTIFICATION.
/ / / FENCE EARTHWORKS CUT WALL SHALL BE INSTALLED IN ACCORDANCE WITH
RETAINING WALL MANUFACTURERS SPECIFICATIONS BY A SUITABLY Computer File
EARTHWORKS FILL QUALIFIED AND LICENSED TRADESPERSON.
240608OW.DWG
12 NATURAL CONTOUR 63 DESIGN CONTOURS
DRAWING NUMBER SHEET REV.
24-0608-C4 4 B
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