Council archive · source document
Approved Plans · OPW11/0043
Plans and drawings: the text below has words only, no drawings.
NOTES: 1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OR DURABILITY CLASS 2 TREATED TO HAZARD 5 OF APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 MIN. 2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION AGENCYS' OPERATIONAL POLICY - "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS." 3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE GRADE 316. ALL OTHER STEELWORK INCLUDING NUTS, BOLTS, WASHERS, SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED OR STAINLESS STEEL. 4. ALL SILT AND DEBRIS SHALL BE REMOVED FROM FULL DEPTH OF PVC PIPE BEFORE REINFORCEMENT IS PLACED AND PIPE IS BACKFILLED WITH CONCRETE. no NOT FXJETTY 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS. SRT L WALL / fa wet EE aaa A I 7 B DECKING: § 25 x 140 F14 HWD FIXED TO BEARERS WITH TWO, STAINLESS STEEL SCREWS H TO EACH SUPPORT 4 5 | | | A HANDRAIL: RIGID HANDRAIL | | TO COMPLY WITH : ‘ COUNCIL REGULATIONS | | | |» 8 < AN | | 5 CRY | | ll é ONE @16 S/S. 27 , q VERTICALLY | | re ONE @16 S/S: | | HORIZONTALLY : A | |} 8 UNLESS NOTED OTHERWISE | | ALL TIMBER SHALL BE 150 x 75 HWD o 4 €)) | NOTE: THIS HEADSTOCK OFFSET: a TO PILE - SEE SECTION B — —_ (oP EPTT | -_————- iq rel. | are . |: 1 oe Pit | id 3 g Zt t 4 a a £ a x ———————— —_ — —_, =A _, J —. Le aa ore ae wal y | 3 112.5 | 2258 2258 = 2259 | 1125 7000 O/A FRAMING LAYOUT JETTY HEAD: 10.465 sq m 1:50 APPROVED OPW 110045 2 6 MAY 2011 WYUNA DRIVE 7000 O/A SITE PLAN 1:200 REAL PROPERTY DESCRIPTION LOT 14 N10576 PARISH WEYBA COUNTY MARCH JETTY USE: SINGLE USER, PRIVATE NO VEHICULAR ACCESS WALKWAY DECK VERTICAL DESIGN LIVE LOAD - 2.0 kPa MAXIMUM MOORED VESSEL - 5m BERTHING VELOCITY - 0.5 m/sec G & A DULEY PROPOSED JETTY _-|LOT 14 (No.29) WYUNA DRIVE NOOSA HEADS aJf John Worden & Associates ACN 010 263 877 Structural / Civil Design Engineers Sulte 16 "Tewantin Plaza" Poinciana Avenue / PO Box 205 Tewantin Q 4565 Ph: 07 54497137 Fax: 07 54497172 Email: [email protected] DRAWN DATE S ASHTON NOVEMBER 2010 SCALE DESIGNED AS SHOWN i EB, _B CPEng, MIEAust, RPEQ. WORKING DRG DRG NO. 1 0/1 62- ] AMENDMENT
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DO NOT FIX JETTY TO REVETMENT WALL HANDRAIL: RIGID HANDRAIL TO COMPLY WITH COUNCIL REGULATIONS p— GRADE WALKWAY EVENLY FROM REVETMENT WALL TOP OF WALL RL 1.05 TO JETTY HEAD HEAD ‘ ee RL +0.64 HAT +0.56 =) MLWS -0.28 7 —_+}-- J EXISTING REVETMENT- | ‘WALL. 2500 Cc 2500 Cc | I 14 | Cc Cc en nn nn a on > > SIDE ELEVATION LU ye 1:50 we ALL SILT AND DEBRIS SHALL BE REMOVED FROM FULL DEPTH OF PVC PIPE BEFORE REINFORCEMENT IS PLACED AND PIPE ko IS BACKFILLED WITH CONCRETE. 25 x 140 HWD DECKING FIXED WITH TWO SIS TYPE 17 SCREWS TO STRINGERS - A 1500 O/A 32x 70 HWD KICKBOARD Aa ONE M16 VERTICALLY TYPICAL UN.O. ( KN 7p 100 x76 Ho HeADsTock rs rr ONE M16 CAST 600 INTO PILE. Hs ES FIXTURE FOR HEADSTOCK AND CENTRAL STRINGER | 75 x 75x § STAINLESS STEEL ANGLE | 44 Ys 4-M16 S/S TO HEADSTOCK Ha al ; 4-M16 S/S THROUGH PILE al anlamis. rt TA END PLATE 2225 PVC PIPE LE 4 bai LEI 4 REINFORCED | AND GROUT FILLED tla vd -" SECTION/A) " Me 225 Ae 9225 PVC PIPE 5-N16 VERTICALLY R6 SPIRAL TIE @ 300 PITCH 32 MPa GROUT PILE DETAIL ONE M16 VERTICALLY THROUGH HEADSTOCK AND 600 INTO PILE SECTION/B \ _ ar FRONT ELEVATION 1:50 WYUNA DRIVE NOOSA HEADS A 4150 x 75 HWD STRINGER i —— ouuMes }~—-——————— 150 x 75 HWD HEADSTOCK x x ONE M16 S/S 2 TN V A ‘8 PLATE STAINLESS STEEL " ONE MIE SS VERTICAL SECTION (C> E 7 600 INTO PILE; 720 ili Ko one me SIS TO HEADSTOCK SUNSHINE COAST REGIONAL COUNCIL P APPROVED OPW Ti ¥d4s 2 6 MAY 2011 G&A DULEY 5 RABRINK PTY LTD T/A Ley DATE PROPOSED JETTY J John Norden S ASHTON NOVEMBER 2010 LOT & Associates = DESIGNED (No.29) IN ee eee ‘Suite 16 Tewantin Plaza" Poinciana Avenue / PO Box 205 Tewantin Q 4565 WORKING DRG Ph: 07 54497137 Fax: 07 54497172 Email: [email protected] e 40/162-2 AMENDMENT
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au eL9 VauV
ATIAVSOON
AAG VNNAM 62
9/SOLN vb LOT
30590
11°53'20"
PROPOSED
TMBERIETY «= JETTY
AREA = 10.5m?
OPW i [OOS
SUNSHINE COAST REGIONAL COUNCIL
ED
APPROVE
OPW 110043 2 6 MAY 2011
) PAUL CLOUT DESIGN GENERAL NOTES: (cuenr name: DULEY, Gregg & Ann \
PAUL GLOUT Suite 4, 44 MARY STREET, NOOSAVILLE Use written dimensions only. DO NOT scale drawings. Contractors to verify all SITE ADDRESS: 29 Wyuna Drive, Noosaville
* PO BOX 152, NOOSAVILLE, QLD 4566. dimensions on site prior to commencing works. Site location is Category W41 or prawing true: PROPOSED JETTY
[ELA 4 ~~ BSA LICENCE: 1066417 to engineer's requirements. These drawings are to be read in conjunction with s
PH: (07) 5440 5388 FAX: (07) 5440 5399 engineer's design and details, the accompanying building specification and DRAWING DATE: 23/08/10 | SCALE: 1:200 on A3 DRAWING No;,
EMAIL: [email protected] WEB: www. pauicloutdesigd.com.au schedule of finishes. If in doubt, please request clarification. DO NOT ASSUME. DRAWING DATE: 04/11/10 J 1 . 0
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