Council archive · source document
Appendix 3- Engineering Drawings · MCU17/0027
Attached to the e-mail Engineering plans, Landscape Plan and Response to Code (Email 2 of 2) MCU17/0027 & OPW17/0119.
5
.1
20
t
LEGEND
t
D D EXISTING STORMWATER
18
X
EXISTING SEWER MAIN
t
EXISTING WATERMAIN
EXISTING ENERGEX - UNDERGROUND
t
X
t t EXISTING TELSTRA
X XSF PROPOSED SEDIMENT FENCING
t
17
X
REFER LANDSCAPE
PP PROPOSED INLET PROTECTION
t
DRAWINGS FOR EXACT
LEVELS AND STRUCTURAL
X
ENGINEERS DRAWINGS TOP OF RETAINING WALLS (REFER LANDSCAPE AND STRUCTURAL
t
FOR RETAINING WALL BOTTOM OF RETAINING WALLS ENGINEERS DRAWINGS FOR DETAILS)
DETAILS
X
16 PROPOSED EARTHWORKS CUT
t
PROPOSED EARTHWORKS FILL
X
t
Ke
t
X
rb
&
15 GEOTEXTILE FABRIC TO
Gu
t
tte
BE WRAPPED OVER
r
X
GRATE AND SECURED
UNDER AS SHOWN
t
GARAGE
FFL14.400 FSL
X
t
14 SF
ALLOTMENT
X
t
PIT
t
X
FIELD INLET PROTECTION PP
SCALE 1:20
13
t
X
t
3.0m MAX 3.0m MAX F42 GEOFABRIC
X
SPILL THRU WEIR FABRIC (TO AS 1304)
t
X (IF REQUIRED)
CONSTRUCTION
ENTRY/EXIT
GARAGE
300
X
FFL14.400 X
600 200
t
GROUND LEVEL
12
X
600
X POSTS OR STEEL PICKETS
CE SEDIMENT FENCE SF DRIVEN 600mm INTO
X SF GROUND
SCALE 1:100
X
X PP SEDIMENT & EROSION CONTROL PROGRAM
X X X
SF X OBJECTIVE/TARGET THE CONTRACTOR MUST COMPLY WITH ALL STATUTORY
REGULATIONS AND MAINTAIN THEM DURING EARTHWORKS/
X CONSTRUCTION. ALL PROVISIONS AND SPECIFICATIONS
X
OUTLINED WITH THE APPROVED ENVIRONMENTAL
MANAGEMENT PLAN MUST BE ADHERED TO, ALONG WITH
12
X ALL EROSION AND SEDIMENT CONTROL MEASURES
PRESCRIBED WITHIN THESE DRAWINGS BY THE
EL NT
X
PHASING OF WORKS NN ME
SITE ENGINEER
HA
&C IGN
X
RB Y AL MANAGEMENT THE SITE FOREMAN IS TO IDENTIFY AND CHECK THE
PROVIDE SITE FACILITIES NEAR ENTRANCE, IF REQUIRED KE 15 RT STRATEGY DIRECTION OF STORMWATER FLOWS AS SHOWN ON PLAN.
X
MIN m E
X OP PROVIDE BARRIERS AND OTHER MEASURES SHOWN ON
CONSTRUCT 'NO-GO- FENCING TO ALL VEGETATION PROTECTION AREAS PR BERM (300mm MIN HEIGHT)
PLAN TO PREVENT STORMWATER FLOWS OVER
EMBANKMENTS, AND SEDIMENT INTO GULLY PITS
CLEAR VEGETATION AND RETAIN MULCH FOR SITE USE. DO NOT STRIP TOPSOIL. NOMINALLY 200mm
X RUN-OFF FROM PAD
X
ERECT SEDIMENT FENCING WITH PROGRESSIVE STRIPPING OF TOPSOIL (SF-01) SF TASKS / ACTIONS ERECT SEDIMENTATION BARRIERS AS DETAILED.
STRATEGICALLY PLACE CHECK DAMS
COMPLETE EARTHWORKS AND PROGRESSIVELY STABILISE WITH MULCH/LANDSCAPING
PP X SF AROUND GULLY PITS
DE-ESTABLISH WORK EQUIPMENT AND FACILITIES.
X
GEOTEXTILE FABRIC PERFORMANCE THE SITE FOREMAN IS TO CHECK FOR EROSION AND
ERECT 'NO-GO' FENCING AROUND COMPLETED WORKS TO PROHIBIT ACCESS. X INDICATORS SEDIMENT FLOWS AT THE BASE OF EMBANKMENTS AFTER
BIDUM U34 OR
SIMILAR 3m SIGNIFICANT RAINFALL AND SHOULD ASCERTAIN THE
MIN WORKING EFFECTIVENESS OF CHECK DAMS DURING
X
X THIS WET WEATHER
UNBOUND PAVEMENT MATERIAL (GRAVEL)
FREQUENCY / SITE FOREMAN TO MONITOR PERFORMANCE AFTER
X TO GRADING 'B', TABLE 9 OF QUEENSLAND DEADLINE EVERY HEAVY DOWNFALL
X
TRANSPORT SPECIFICATION MRSS11.04 -
NOTE: EXCLUDE MATERIAL FINER THAN AS SIEVE RESPONSIBILITY THE SITE FOREMAN IS RESPONSIBLE FOR ALL INSPECTIONS
CUT/FILL SHADING TO FINISHED
X
12 2.36mm REPORTING REVIEW SITE WORKMEN ARE TO ADVISE THE FOREMAN IF ANY
SURFACE LEVEL. TEMPORARY CONSTRUCTION ENTRY / EXIT CE SEDIMENT & EROSION CONTROL DEVICES ARE FAILING
N.T.S. CORRECTIVE ACTIONS THE SITE FOREMAN IS TO REPORT AND ORDER THROUGH
SUPERVISOR, EXTRA BARRIER OR CHECK DAMS AS
REQUIRED
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED
1537
1 24.03.17 APPROVAL ISSUE JG CL
DATUM AHD SHEET: OF
DESIGN DK 0 15 30 45 60 75m
................. 3 5
Director: PETER BARLOW DRAWING TITLE: DRAWING NUMBER REV
DRAWN JG
(RPEQ 1330)
DESIGN CHECK PB SCALE 1:1500 A3
DRAWING STATUS
07 5443 8285
R03 1
[email protected] www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE 20-03-17 Barlow Shelley Consulting Engineers
FOR APPROVAL PO Box 899, Maroochydore,4558 ABN 89 215 591 077
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