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Approved Plans - OPW13/0816
Plans and drawings: the text below has words only, no drawings.
-
NOOSA COUNCIL
APPROVED PLANS
OPW13/0816 13 MAR 2014
[OCR of page images]
4ni2
R86 SPIRAL TIE
OUT TO BOTTOM
OF PVC THEN RALLY
‘(GROUT FILL WITH 25 MPa,
} GROUT
1.00 AHO P1 DETAIL
HAT 0.50 AHD P2 - SIMILAR 120
LAT -042 AHD
8, ALL STAINLESS STEEL BOLTS, ROUS, ETC. SHALL
SE APPROVED MARINE:
4, ALL PILES SHALL BE PVC PIPE JETTED TO SPECIFIED
FOUNDATION LEVEL INTERNALLY ALL PILES SHALL BE
EXCAVATED OF ALL MATERIAL TO THE BASE OF THE PRE.
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED
FROM THE DRAWINGS,
FRONT ELEVATION 1100
100
PILES
P1 - 2315 PVC REINFORCED
GROUT FILLED PILE
P2 - 2250 PVC REINFORCED
GROUT FILLED PILE
Cc
SIDE ELEVATION
200x765:
autess
Pt DETAR
P2- SIMILAR 120
1500 OFA [emo
ING LAYOUT.
NOOSA COUNCIL
APPROVED PLANS
OPW13/0816 13 MAR 2014
r--ONE M16 8/3
VERTICALLY
180 x 75| HEADSTOCK
No.
oT 72
SECTION
JETTY USE:
SINGLE USER, PRIVATE
NO VEHICULAR ACCESS
WALKWAY DECK VERTICAL
DESIGN LIVE LOAD - 2.0 kPa
UM MOORED VESSEL
-\6.0m LENGTH x 2.6m BEAM
B VELOCITY - 0.5 m/sec
A
ALL SHALL BE INSTALLED
IN WITH AS 2159
PILING CODE
G&K WHYTE
PROPOSED JETTY
LOT 80
(No.25)
DOLPHIN CRESCENT
NOOSA HEADS
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- NOOSA COUNCIL APPROVED PLANS OPW13/0816 13 MAR 2014 [OCR of page images] No. 25 DOLPHIN WEYBA CREEK i | ray ro BosTNO REVERT 40 COVER WALL EACH END. COAT EXISTING TEMPORARY SPRAYED : INTERFACE WITH BOND: BREAKER AND SEAL FACES: WATER LEVEL DURING SURVEY (0.200 AHD) 1600 i | g SECTION (A \ EXISTING ™ LU) x4 G &K WHYTE 1.60 AHD PROPOSED OPERATIONAL WORKS, nr 050 AH) ADJACENT TO No.25 WATER LEVEL DURING SURVEY (0.200 AHD) ] DOLPHIN CRESCENT NOOSAVILLE AT SND) REVETMENT WALL DETAIL moni aver STAGE [a0 Norden CEOFABREG - STAGE Engineering ay CONCRETE ————— STRENGTH - 40 MPa eee . SLUMP - 80mm —_ = co GEOFABRIC- STAGE t Ptr 07 84497437 Fac 07 54407172. 5 LAYER - STAGE 1 ° eae Kieeeomien ne 3 OeTTBD ZED NOMINAL) 3 yp SECTION /A\ PROPOSED NOOSA COUNCIL ™ tT) APPROVED PLANS OPW13/0816 13 MAR 2014
Page 3
-
NOOSA COUNCIL
APPROVED PLANS
OPW13/0816 13 MAR 2014
[OCR of page images]
| LOT 81
2000
DOLPHIN CRESCENT
No. 25
LOT 80
on N10573
10200 (NOM) 500
aa
a Aes ys A
10000 (NOM,)
9000
be
[2p
Z
CVSS SSS
LES
Aa CSS SS Psy
7 7
vey ¢ LSS SS Spy
be
SSS SP Py
COS SSP Pp py
CCS SP PP y
44S Pp yy
LLL SS
4 ESS Sf spp py
CLS SL PLZ
aS 7
SLAs CON AA 4 es se
RECONSTRUCT
saad 4100 TINDER JETTY
| vd
|
WEYBA CREEK
SITE PLAN
120
PROCEQURE
INSTALL SCREW PILES
PLACE GEOFABRIC ON CREEK BED
PLACE ROCK - STAGE ONE
CONSTRUCT CONCRETE REVETMENT WALL
PLACE GEOFABRIC OVER ROCKS
PLACE ROCK - STAGE TWO
BACKFILL BEHIND REVETMENT WALL
ROCK VOLUMES
STAGE 1-95 cub.m NOMINAL
STAGE 2 ~ 105 cub.m NOMINAL
PILES
1. PILES SHALL BE STEEL SCREW PILES COMPLYING WITH AS
2159-2009
2. PILES SHALL BE SET WITH AN APPROVED TORQUE METER
3. ALL PILES SHALL BE SUPPLIED WITH A WRITTEN GUARANTEE
FOR A MINIMUM USEABLE LIFE OF SO YEARS WITH A MINIMUM
WORKING SAFE VERTICAL PERMANENT LOAD OF 9.0 TONNES
sewer wns
NOOSA COUNCIL
APPROVED PLANS
OPW13/0816 13 MAR 2014
G&KWHYTE
PROPOSED Norden
OPERATIONAL WORKS Engineering
ADJACENT TO No.25 smaoreormees hoax
DOLPHIN CRESCENT scatter
NOOSAVILLE Tone a
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