Original source · versioned page text
ADAMS + SPARKES Town Planning Report (30 & 32 The Cockleshell)
Attached to the e-mail MCU17/0563, OPW17/0597 & RAL17/0513 - Material Change of Use, Op Works & Recon (access easement) - 30 & 32 The Cockleshell, Noosaville.
Original PDF page 34, section 1. The text section number identifies this passage in the reader.
LEGEND
PROPOSED CUT
CONCRIB/BLOCK RETAINING PROPOSED FILL
WALL (OR EQUIVALENT) BY
OTHERS - REFER STRUCTURAL EXISTING STORMWATER
ENGINEERS DETAILS
A
EXISTING SEWER MAIN
TW 2.40 TW 2.55 TW 2.55 EXISTING WATERMAIN
NSL 1.85 NSL 1.93 NSL 1.97 EXISTING ENERGEX - UNDERGROUND
EXISTING TELSTRA
PROPOSED RETAINING WALL
FSL 2.55 (BY OTHERS)
4.00 PROPOSED CONTOURS
FFL 2.70
PAD 2.40 TW 2.55
FSL 2.55 FSL 2.40 NSL 1.80
FSL 2.40 FSL 2.55
C EARTHWORKS QUANTITIES
05 TW 2.40
NSL 1.79
FSL 2.65 FSL 2.65 TOPSOIL STRIP: 195m³
EARTHWORKS CUT: 0.00m³
8.3%
FILL REQUIRED: 370m³
FSL 2.48 FSL 2.48 DEFICIT: 0.00m³
FSL 2.55 FSL 2.55
TW 2.40 NOTES:
NSL 1.90
1. ALL VOLUMES INDICATED ARE SOLID VOLUMES.
1.4%
2. ASSUMED TOPSOIL STRIP AT 150mm THICK.
3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
EARTHWORKS/ BOXING LEVELS AND NATURAL SURFACE.
TW 2.55
NSL 2.30
FSL 2.30 FSL 2.45
SL 2.40
TW 2.40 EARTHWORKS NOTES
NSL 2.11
1. CONTROL TESTING OF EARTHWORKS TO BE IN
2.4%
FSL 2.55 FSL 2.55 ACCORDANCE WITH AS3798-1996, WITH LEVEL 1 GEOTECHNICAL
CERTIFICATION.
FSL 2.48 FSL 2.48
TW 2.40 2 ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE
NSL 1.94 INSTALLED AND FULLY OPERATIONAL BEFORE COMMENCING
8.3%
FSL 2.65 FSL 2.65 UP-SLOPE EARTHWORKS.
TW 2.55 3 ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND
NSL 3.30 MARKED PRIOR TO COMMENCING EARTHWORKS.
FSL 2.40 FSL 2.55 FSL 2.55 FSL 2.40
FFL 2.70 4. FILL DENSITY TESTING SHALL CONFORM TO THE
PAD 2.40 FOLLOWING:
B a. 1 TEST PER 500 cu.m - GENERALLY
05
b. 1 TEST PER 2 LAYERS PER 40m - TRENCH
BACKFILL
5 PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING
UP UP
MINIMUM DRY DENSITY RATIO (M.D.D.R.) COMPACTION
STANDARDS:
c. ALLOTMENTS = 98% STD
d. ROAD VERGES/EMBANKMENTS = 98% STD
FSL 2.55 e. PAVEMENT SUBGRADE = 100% STD FOR
NON-COHESIVE MATERIALS, M.D.D.R. = 80%
TW 2.40 TW 2.55 TW 2.55 5. ALL ALLOTMENTS OR AREAS SUBJECT TO EARTHWORKS
NSL 1.92 NSL 2.11 NSL 2.00 ARE TO BE FREE DRAINING WITH A MINIMUM SLOPE OF 1:100.
6. ALL TEMPORARY STOCKPILES (IF APPLICABLE) TO HAVE 1:6
MAXIMUM SIDE BATTERS (GRASS SEEDED).
7. ALL WORK TO BE STRICTLY IN ACCORDANCE WITH
STANDARD EARTHWORKS SPECIFICATION.
CAUTION -
05
EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE EXACT
LOCATION OF ALL EXISTING SERVICES IN THE VICINITY OF THE
PROPOSED WORKS PRIOR TO THE START OF ANY CONSTRUCTION.
THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO
EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.
No Date Amendment FOR APPROVAL CLIENT: JOHNSON COLES, JOHNSON, RANDALL & HUSSAIN
360 CIVIL CONSULTING PTY LTD Design: J.A.G JOB NUMBER
ABN: 13 609 593 339 Drawn: J.A.G PROJECT: PROPOSED DUPLEX DEVELOPMENT
BEATRICE GIBBERD RPEQ 14557 - DIRECTOR AND PRINCIPAL ENGINEER
2017115
23 OOGAR STREET, MAROOCHYDORE. QLD 4558 Date: 04/11/17 AT: 30-32 COCKLESHELL, NOOSAVILLE
BEATRICE GIBBERD RPEQ 14557 DRAWING No:
Mobile: 0403 862 009 Email: [email protected] Checked: B.G. DATE: 04/11/2017 LOT 11 ON RP138550 & 0 BUP6971
THIS PLAN IS COPY PROTECTED BY 360 CIVIL CONSULTING PTY. LTD. 04 of 10
Datum: A.H.D. Size: A3 TITLE: EARTHWORKS PLAN
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