OPW15/0050 Operational Works application for Jetty

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

   

 

 

 

 

 

 

 

Revision | Description Date
DRAWING SIZE 7 A2 A REVISED JETTY LENGTH 01.04.15
BL
SHOREHAVEN DRIVE & rn
22000 7 mnt
Wn 3000
294° 06" 30° a5. ae] 1 a
i 8 ' STRINGERS 25 NOM INTO
PLE.
i
: TYPICAL SECTION
7 HANORAL:
| 1:20 RAGD HANORAL TO COMPLY
i WITH COUNCK. REGULATIONS
j 8 __MRYMUAE RECORDED FLOOD LEVEL RL. 2.00 AMD _ . an
1 on J TOP OF WALL RL. 1.0 AHD
| : DECK 1.0. AHD . Lo. —
! MAXAM WATER RL 0.44 AND YS
Lot 132 j wT - - - ~ ~ ~ FR t) exsTWs
AREA: 862m" ig (Pi) (Pt) 7 PDT) yl] ey) * REVETMENT
RP 836222 5 jz mM I sto WAL
18 } | | i! PATCHING
my ti Ho A
He rt
: H f His Ho UH
' ( {
| ir Wein \
| | I a 7 8 ot 5 et Ht
! It tl Wey gt i
nore: It i Wey ay u
[|  SaeRe TAREE — UNS
i (— FRONT ELEVATION (—\SIDE ELEVATION
2: —UNLESS- NOTED -OTHERWSE-ALL-CONSTRUCTION-SHALL- COMPLY-WTH-THE
' ENVRONMENTAL PROTECTION AGENCYS! OPERATIONAL POLICY ~ "BULDNG Ax /1:100 \271:100
i ‘AND ENGNEERING STANDARDS FOR TIDAL WORKS.”
| 3. ALL STARLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE
' GRADE S16, ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS,
| AND SCREWS SHALL NOT BE HOG OR STANLESS STEEL. DO NOT FIK JETTY
2502 i 4, TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED 08 RINGED BASING REVETMENT WALL TO REVETMENT WALL
ips ! WTH AN ALUMINUM ALLOY OR STANLESS STEEL BAND. ee NOTE
W213 25 “T9 6 pe DMENSONS AND LEVELS SHALL NOT BE SCALED FROM THESE ORAWHGS et 1 =i eos ARTA. GROUND SUL OT
V l \ EXCEED THE PLE DEPTH IN THE
1 Dry NATURAL GROUND.
j 1 SF Cay!
QADING CRITERIA: \1/ats
. ETIY Wes [fue
= ' LIVE LOADS = 2.0KPa \ SS,
| x10 (14) How NS Z
ze PROPOSED JETTY i MOORED VESSEL (Mox.) BEARERS ord
(+———_ REFER DETALS FOR LENGTH = 5.0m
* DESIGN ELEMENTS. | WEIGHT = 1500Kq g
i BERTHING VELOCITY = 0.5m/sec
finnnd—t__?—t_fmi:100 @ a2
Issue:
CONSTRUCTION
DEBUILD THA,

 

 

 

SITE PLAN sea :200

Y

&

 

JETTY FRAMING SCHEDULE
WARK ‘Sze /GRADE

(P1)_| 2008 H6 TREATED HOW PIER

wt | 150 x 75 (P14) JOSTS © 750ctrs
Bi | 150 x 75 (Fi4) BEARER

B2__| 175 x 75 (F14) BEARER

83 | 200 x 75 (F14) BEARER

 

 

 

 

 

 

~ i exposed Ynber to be HE troche.

 

 

 

 

 

 

Regeonsutting ENGINEERS
STRUCTURAL«eCMILeGEOTECHNICAL
ABN 40 088 481 899

 

Ph (07) 5455 5604

1/11 PROJECT AVE NOOSAVILLE QLD 4566
Fax (07) 5455 5696

 

Title: Jetty Plan and Details.

 

 

Noosa Water

Project Lot 132 (#27) Shorehaven Drive

 

 

Drg No. 25037-J4

 

Date: Feb 2015

Pay, 90.01.05