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Response to RFI - Council
Attached to the e-mail MCU17/0563 - Response to Information Request.
Attached to the e-mail Complete - Response to Info Request MCU17 0563.msg.
LEGEND
PROPOSED CUT
CONCRIB/BLOCK RETAINING PROPOSED FILL
WALL (OR EQUIVALENT) BY
OTHERS - REFER STRUCTURAL D D D D D
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:
8.3%
EARTHWORKS CUT:
FILL REQUIRED:
FSL 2.48 FSL 2.48 DEFICIT:
FSL 2.55 FSL 2.55
TW 2.40 NOTES:
NSL 1.90
1.4%
1. ALL VOLUMES INDICATED ARE SOLID VOLUMES.
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
2.4%
1. CONTROL TESTING OF EARTHWORKS TO BE IN
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
8.3%
NSL 1.94 INSTALLED AND FULLY OPERATIONAL BEFORE COMMENCING
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.
360 CIVIL CONSULTING PTY LTD No Date Amendment
Design: J.A.G FOR APPROVAL CLIENT: JOHNSON COLES, JOHNSON, RANDALL & HUSSAIN JOB NUMBER
A 08-03-18 CHANGES AS PER COUNCIL RFI
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
BEATRICE GIBBERD RPEQ 14557 AT: 30-32 COCKLESHELL, NOOSAVILLE
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.
Datum: A.H.D. Size: A3 TITLE: EARTHWORKS PLAN
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