swan river...tbm rivet in concrete rl : 1.34m existing manhole and pipe outlet to river il=0.57...
TRANSCRIPT
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Grass
Drain Outlet
IL : 0.57m
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Grass
Concrete F
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Concrete
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Grass
Concrete Culvert
IL : 0.46m
Blackadder
Creek Outlet
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TBM
RIvet in Concrete
RL : 1.34m
EXISTING MANHOLE
AND PIPE OUTLET
TO RIVER IL=0.57
GEOTETILE FABRIC AND LATERITE ORGRANITE ROCK ARMOUR RESHAPINGEXISTING POINT AND BLACKADDERCREEK OUTLET, SEE DRAWING16069-C-20 FOR DETAILS
PROPOSED
FOOTPATH
WESTERN POWER 6m RADIUS DANGER
ZONE AROUND TRANSMISSION CABLES
(HORIZONTAL CLEARANCE SHOWN AT
CABLE HEIGHT)
CONTILEVER FRP PLANK DECK OVER ROCK
ARMOUR, SEE DRAWING 16069-S-10 TO
16069-S-12 FOR DETAILS
WESTERN POWER HV TRANSMISSION POLEAND CABLES (33,000 TO 330,000 VOLTS)
GEOTEXTILE FABRIC AND LATERITEOR GRANITE ROCK ARMOURRESHAPING EXISTING POINT ANDBLACKADDER CREEK OUTLET, SEEDRAWING 16069-C-20 FOR DETAILS
EXISTING METAL SIGNAGE AND CCTV POLE WITHCOMMS PIT TO BE REMOVED, STORED ANDRELOCATED AS REQUIRED BY THE CITY OF SWAN.PROPOSED LOCATIONS SHOWN ON THIS DRAWING
APPROXIMATE NEW-0.5 BEACH CONTOUR
EXISTING BOTTOM OF BANK
CONCRETE BOX WITH FRP PLANKS
ON TOP, SEE DRAWING 16069-S-10
TO 16069-S-12 FOR DETAILS
1:6
GRADE
1:6GRADE
1:14
GRADE
1:6GRAD
E
1:14
GRADE
1:14GRADE
1:14GRADE
1:14
GRAD
E
15000
6000
5500
UPGRADE EXISTINGOUTLET ROCK ARMOUR
WESTERN POWER 6m
RADIUS DANGER ZONE
AROUND TRANSMISSION
POLE (HORIZONTAL
CLEARANCE SHOWN)
INSTALL SWAN REGIONAL RIVERSIDE PARK METAL
SIGN AND CONCRETE BASE, AND CCTV POLE WITH
REQUIRED CABLES IN FOOTPATH VERGE
SILT CURTAIN
25/11/2016IRW
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01/12/2016
BA C D E F G H J K L M N P Q
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TITLE DATE
DRAFTER
DESIGNER
ENG. CHECK
AUTHORISED BY:NAMEREV DATE APPISSUE / REVISION DESCRIPTION CHK DRAWING TITLE / DESCRIPTION
DRAW
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WOODBRIDGE PARK FORESHORE REDEVELOPMENTFORESHORE AND BEACH LANDSCAPING
FIRST AVENUE, WOODBRIDGE
NORTH
R
R
DRAWING No.
Office:
Unit 1 / 9 Shields Crescent
BOORAGOON WA 6154
Mail:
PO Box 3084
MYAREE LPO WA 6154
Phone (08) 9424 0900
Fax (08) 9330 3133
E-mail [email protected]
ABN 34 900 498 130
David Wills and Associates
C o n s u l t i n g E n g i n e e r s
DRAW
ING
INFO
RMAT
ION
CLIE
NT IN
FORM
ATIO
N
PROJ
ECT
INFO
RMAT
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© THIS DRAWING IS COPYRIGHT PROPERTY OF
DAVID WILLS AND ASSOCIATES. USE OR COPYING
OF THIS DRAWING IN WHOLE OR IN PART
WITHOUT WRITTEN OR FORMAL PERMISSION
FROM DAVID WILLS AND ASSOCIATES
CONSTITUTES A COPYRIGHT INFRINGEMENT.
DISCLAIMER:
DRAWING NUMBER
@ A1
DRN
CLIENT REF
D.WillsDavid Wills AIT(Civil) GradDipB FIEAust CPEng NER RPEQ RBP
16069-C-11FORESHORE & BEACH PLAN A1:200
02/12/2016
NOTE:-
ALL TREES ARE TO BE RETAINED
UNLESS INDICATED ON DRAWING
16069-C-10. DURING CONSTRUCTION
WORKS CARE SHALL BE TAKEN NOT
TO DAMAGE ANY EXISTING TREES.
AC-11
BC-11
DC-11
WARNINGWESTERN POWER HV TRANSMISSION 33,000
TO 330,000 VOLTS WITHIN VICINITY OF WORKS.
CONTRACTOR TO ENSURE EQUIPMENT AND
MATERIALS ARE OUTSIDE OF 6m DANGER
ZONE AS INDICATED ON THIS PLAN.
WARNINGASBESTOS CEMENT SHEETING HAS BEEN INSTALLED AS THE
EXISTING LANDING WALL. SEE PUBLIC WORKS DEPARTMENT
WESTERN AUSTRALIA DRAWINGS 35860-6-1 AND 35860-6-2.
CONTRACTOR SHALL REMOVE AND DISPOSE IN ACCORDANCE
WITH ALL STATUTORY REQUIREMENTS.
16069-C-10 DEMOLITION PLAN
16069-C-15 DESIGN SECTIONS 1
16069-C-16 DESIGN SECTIONS 2
16069-C-20 DESIGN DETAILS
16069-S-10 RIVER PLATFORM PLAN
16069-S-11 RIVER PLATFORM SECTIONS 1
16069-S-12 RIVER PLATFORM SECTIONS 2
DESIGN LEVELS (METRES AHD)
DAMARA WA PTY LTD 28/06/2016 REPORT:
NON-FLOOD @ MEADOW STREET - SUMMER LOW WATER LEVEL -0.70
NON-FLOOD @ MEADOW STREET - WINTER HIGH WATER LEVEL +1.10
AVERAGE WATER LEVEL (BASED ON LEVELS ABOVE) +0.20
DARK WATER LEVEL LINE ON EXISTING STRUCTURES +0.75
FOR APPROVAL ONLYA IRW02/12/2016 ISSUED FOR APPROVAL ONLY AR DW