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09/1065 - Approved Plans [As Published] · 142009.1065
Plans and drawings: the text below has words only, no drawings.
SUNSHINE COAST \ REGIONAL COUNCIL DOLPHIN CRESCENT: ‘ t THE DESIGN COMPLIES WITH THE IDAS PRESCRISED TIDAL WORKS CODE INCLUDING ACHIEVING THE FOLLOWING SPECIFIC OUTCOMES: 2.1; 3.1; 7.1; 12.1; 12.2; 12.3; 12.4; 12.6; 12.7; 13.1 AND 13.2. 100 SLAB; SL82 (35 TOP COVER) LOTTE OMMOGN ROUNDARY / EXISTING DWELLING EXISTING a DWELLING 180 SLAB; SL&2 (LOCATED | CENTRALLY) it . Lr, . ke o LO DESCRETON ARE - g LOT74~ : - N.1057.3 " e) ; seo) PROPOSED. BaasAGENT TO LOT 7S SITE PLAN | | a SHOWINS ADJOINING ROPERTIES = - | ~ seman 1200 i M&S GUTHRIE | John Norden tH PROPOSED : |! 2 ‘ston , BOAT RAMP | & Associ —h PLAN ~ + ACH G10 263 877-——_- 100 No.13 Srocaiel Ow Desig Eaginees . LOT 74 | Sita feTowerin aot = nnee DRG 4 DOLPHIN CRESCENT ree aa . if NOOSA HEADS ey pemen reser eure __09/62-1
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EXOSTING PAVERS:
Tt INT (APPROX)
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joo
__BOUNDARY-S—~-
+
LONGITUDINAL SECTION 1.2
MEASUREMENTS ALONG CENTRELINE
L 3800 CIA
REVETMENT WALL DETAIL
1m
NOTES: |
1. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS.
|
2. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY
~ WITH THE RELEVANT SAA CODES AND THE ENVIRONMENTAL
PROTECTION AGENCY. ,
3. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE
STRENGTH GF 40 MPa WITH 60 SLUMP. NOT WITHSTANDING
CONGRETE SHALL HAVE A WATER / CEMENT RATIO OF 0.5.
4. FRESHLY PLACED CONCRETE SHALL BE PREVENTED
FROM EXPOSURE TO WAVE ACTION BY PLYWOOD GR PLASTIC
SHEETING PROPERLY SECURED IN PLACE.
, |
5. MESH REINFORCEMENT SHALL BE LAPPED A MINIMUM
GF ONE BAR SPACING PLUS 25mm. “ALL REINFORCEMENT
SHALL HAVE A MINIMUM COVER OF 60ramy.
|
|
SUNSHINE COAST
REGIONAL COUNCIL
o/2 oy/1268
M&S GUTHRIE |
PROPOSED ~
BOAT RAMP
No.13
LOT 74 ;
DOLPHIN CRESCENT
NOOSA HEADS
RABRINK PTY LTD T/A -
John Norden
| sults 18 Tewants Pace? .
| Towanir Q 4585
Pre OF SHAOT1S7 Fac O7 BAA 172
Emelt PL ejintemode.on.net
“. | & Associates”
: ACH 010 263 877 ~~~"
| ‘Syucaral J Crvi Design Enginsors
Poindiana Avenue PO Box205
|
“"09/62-2 | A
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