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Approved Plans OPW17/0107
Plans and drawings: the text below has words only, no drawings.
-
NOOSA COUNCIL
APPROVED PLAN
OPW17/0107 6 APR 2017
[OCR of page images]
DRAWING SIZE — A2
ONE M16 S/S
VERTICALLY
pe to
128° 03’ 40” a f} 4
1 BI
1/M16 S/S 5 yp
| EACH BEARER NOTCH
1
| (Pt) Lid
1
1 RECESS BEARER &
| STRINGERS 25 NOM INTO
PILE.
1 RECESS BEARER &
| STRINGERS 25 NOM INTO
1
\
| | (P1) TYPICAL SECTION
1
I
1 1 1:20
| | HANDRAIL:
1 ! RIGID HANDRAIL TO COMPLY
\ ' WITH COUNCIL REGULATIONS
| | MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
Min Lot 892 ! TOP OF WALL RL. 1.0 AHD
N \s AREA: 746m? gy
le RP 906963 Sl in DECK RL 1.0 AHD
=! COUNTY OF MARCH ¥iS — r ~~ I aX
“| PARISH OF WEYBA MAXIMUM WATER RL 0.44. AHD ~ f
(P1)
72 |. EXISTING
1
' (P1) (P1) vy (Pt) (Pt) (Pt) ma Ed RN
| | NOTE: ly STONE
\ |! 1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF —_ I o| I PITCHING
' APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Min. Ss |! 1, 8) ||
| | I 4 | | g| | my ty
2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE i 11 i! e| |! 5) 1 l
\ 1 ENVIRONMENTAL PROTECTION AGENCYS’ OPERATIONAL POLICY — "BUILDING o i i e| |! S| |! I ly
| | AND ENGINEERING STANDARDS FOR TIDAL WORKS.” 8 iI lI ~ 3) | | I Ii
HO
1 3, ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE I 1 | |
1 GRADE S16, ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS, iI 11 i
| | AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL. Nou u !
\ ! 4, TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED
| | WITH AN ALUMINUM ALLOY OR STAINLESS STEEL BAND.
FRONT ELEVATION SIDE ELEVATION
\ ‘ 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS
1:100 1:100
| | | EXISTING REVETMENT WALL NOTE:
1 H 1500 THE HEIGHT OF THE PILES ABOVE
| | 14073 | LOADING CRITERIA: NATURAL GROUND SHALL NOT
~- eee See - - 5 ve EXCEED THE PILE DEPTH IN THE
! ! 306° 47 JETTY a S hn a
i fis | NATURAL GROUND.
i ft 4 LIVE LOADS = 2.0kPa 3 P|
oOo
PROPOSED JETTY Py | - Bl dl DO NOT FIX JETTY
REFER DETAILS FOR ii | EXISTING BOAT MOORED VESSEL (Max.) (P1) 1(P'1) TO REVETMENT WALL
DESIGN ELEMENTS ! ol | | ' LIFT TO BE LENGTH = 5.0m | |
- gi i eye! REMOVED WEIGHT = 1500Kg oS vt DECKING:
| Ty T BERTHING VELOCITY = 0.5m/sec 8) = 26 x 140 (F14) HOWD
I A Oa REMOVE / ~) = FIXED TO BEARERS WITH
L i \ TWO STAINLESS STEEL
APPROY SCREW EACH END.
AMPK A mf — | _d
PROPOSED BOAT (1), BT} ——_ HANDRAIL:
‘ LIFT BY OTHERS 2 RIGID HANDRAIL TO COMPLY
. PP,
Approx 3m |p ___/7f ROX 6.8 im JETTY FRAMING SCHEDULE S| . _ | | WITH COUNCIL REGULATIONS
500 MARK SIZE /GRADE S| =e 1%
(Pt) | 2008 H6 TREATED HOWD PER | A PROPOSED BOAT LIFT 31.03.17
J 175 x 75 (F14) JOISTS @ 750ctrs i PILES: Revision | Description Date
Bt | 150 x 75 (Ft4) BEARER 5 La #200 TREATED Issue:
B2 | 175 x 75 (F14) BEARER (P1) HWD POLES CONSTRUCTION
SITE Py AN B3 | 200 x 75 (F14) BEARER
Scale 1: 200 —o~ 3B yoo a Unit 1/11 Project Ave,
— All exposed timber to be H6 treated. ~ / Noosa Heads
« ! A 1 , Ph (07) 5455 5604
KN r 7 | - email:[email protected]
\ 1/M16 J 2 web:www.scg-engineers.com
S/S é ‘ABN 40 086484885
NOOSA COUNCIL 150
3 Title: Jetty Plan and Details
APPROVED PLAN Checked
RPEQ 5835
OPW1 7/01 07 6 APR 201 7 FRAMING LAYOUT S Richardson Project Lot 892 Waterside Court
1:100 ; ; , ; , . Noosa Waters
muna ——1L__—7____}m1:100 @ A2 Date: Mar 2017 | DrgNo. 27077-J1 |” A
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