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Attachment 1 - Amended Plans
Attached to the e-mail OPW20/0117 - Information Response - 37 Mossman Court Noosa Heads.
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Log in to see the plans as drawnDRAWING SIZE - A2 JETTY AND BOUNDARY RETAINING WALL DEVELOPMENT LOT 83 & 82 ON N2Z184/, 35 & 37 MOSSMAN COURT, NOOSA HEADS GENERAL ; 4, D0 NOT SCALE FROM THIS DRAWING. 2. ALL DIMENSIONS IN MILLIMETERS 3. SETTING OUT DIMENSIONS ARE 10 BE OBTAINED FRON THE ARCHITECTURAL ORAWNGS, 4. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND THE ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE ENGINEER IMNEDIATELY. 5, THE GUILDER !$ RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE OIAGRAM, CONCRETE. : 4. ALL WORKMANSHIP ANO MATERIALS SHALL COMPLY WITH AS3G00 ~ CONCRETE STRUCTURES 2, ADDITIVES INCLUDING FLY ASH CAN ONLY BE ADDED 10 THE CONCRETE UPON THE APPROVAL OF THE ENGINEER. 4. ALL CONCRETE SHALL BE NORWAL CLASS CONCRETE UNLESS NOTED OTHERWISE, CONCRETE. GRADES, MAXIMUM SLUMPS AND MAXIMUM AGGREGATE SIZE ARE AS FOLLOWS; FOOTINGS ~ 40NPo, MAX SLUMP 100mm & 20mm NAX, AGG. SIZE, BLOCKWORK GROUT ~ N32, MAX. SLUNP, 100mm & 10mm MAX. AGG. SIZE. 4, ALL CONCRETE MEMBERS GREATER THAN 100mm IN THICKNESS NUST BE MECHANICALLY MWIBRATED, 5. iN NO INSTANCE SHALL THE CONCRETE BE WETTED UP PRIOR TO OR OURING PLACEMENT, 6, SLAB CONCRETE SHALL GE CURED FOR A MINIMUM OF SEVEN (7) DAYS GY AN APPROVED METHOD, DETAILS AVAILABLE UPON REQUEST. 7. FORMWORK 10 BE IN ACCORDANCE WITH AS3610, DESIGN AND CERTIFICATION IS BY OTHERS AND NUST BE INSPECTED AND APPROVED BY THE FORMWORK DESIGNER PRIOR 10 THE PLACENENT OF ANY CONCRETE, 8. FORMWORK STRIPPING AND BACK~PROPPING OF SUSPENDED FLOOR SLAHS 10 THE APPROVAL OF THE ENGINEER, REINFORCEMENT : 4, THE FOLLOWNG MARKS ARE USED TO IDENTIFY THE VARIOUS REINFORCING STEELS USED, GOVERNING STANDARO FOR USE ALSO USTED; TM ~ TRENCH MESH, min 450KPa (AS1304) F — MESH/FABRIC, HIN, 450MPa (AS1304) N ~ DEFORMED BAR, WIN, SOOKPa (AS1302) R — PLAIN BAR, MIN 2504Po (AS1302) W = HARO DRAWN WARE, MIN 4S0MPa (AS!303) 2. ALL RENFORCEMENT SHALL BE CHAIRED, TIED AND RESTRNNED IN THE CORRECT LOCATION TO ENSURE NO HOVEWENT DURING CONCRETE PLACEMENT. SLAB NESH CHARS AT 800mm CTRS, MAX. IN BOTH DIRECTIONS. 3. NIRMUN COVER TO REINFORCERENT IS AS FOLLOWS: FOOTINGS & PIERS ~ 70mm ALL FACES SLABS ON GROUND ~ 30mm TOP {(WTERNAL SURFACES) = Simm BOTTOM (OVER POLY, DPM) ~ 40mm (EXPOSED SURFACES). SUSPENDED SLABS ~ 30mm (INTERNAL SURFACES). = 40mm (EXPOSED SURFACES). BEAMS & COLUMHS- 40mm (EXPOSED SURFACES), = 30mm (INTERNAL SURFACES). 4, MINIUN LAP LENGTHS ARE 225mm (ONE PANEL PLUS 26mm) FOR SLAB MESH, 500mm FOR TRENCH WESH ANO 40 TMES THE BAR OIAMETER OR SO0mm WHICHEVER GREATER FOR REINFORCING BARS. 5, AUL EXPOSED STARTER BAR ENDS TO BE FITIED WTH PROTECTIVE END CAPS UNTIL ENCASED IN CONCRETE 1, ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH ASI720 AND AS1684, 2 ALL TIMBER FRAMING AND MININUN SIZES UNLESS INDICATED ON THESE DRAWINGS SHALL GE IN ACCORDANCE WTH N3 TIMBER FRAWING MANUAL, 3. ALL TIMBER UNLESS NOTEO OTHERWSE SHALL BE SEASONED, 4, ALL TIMBER STORED ON SITE SHALL BE STACKED CLEAR OF THE GROUND AND SHALL BE PROTECTED FROM THE WEATHER, 5. ALL BOLTED CONNECTIONS SHALL HAVE BOmm NIH, END CLEARANCE AND BE FITTED WITH GALVANIZED WILD STEEL, WASHERS. 6, TEMPORARY BRACING AND SUPPORT IS TO BE PROMDED THROUGHOUT THE CONSTRUCTION PERIOD UNTIL SUCH STAGE THAT ALL MEMBERS ARE INSTALLED AND CONNECTED 1H ACCORDANCE WITH DETAILS PROMDED, 7. ALL TIMBER SHALL BE APPROPRIATELY PROTECTED FROM INSECT AND/OR MOISTURE ATTACK AT LEAST TO THE PROVISION OF THE BUILDING CODE OF AUSTRALIA AND AS3660 ~ PROTECTION FRON SUB-TERRANEAN TERMITES, 8. FLOOR JOISTS EXCEEDING 150mm IN DEPTH SHALL HAVE SOUD GLOCKING ALONG THE UNE OF ALL SUPPORTS AND AT MIO SPAN FOR ALL SPANS EXCEEDING 3.0m ANO AT 1/3 POINTS FOR SPANS EXCEEDING 4.2m. 9, ALL FRAMING ANCHORS, FIXING PLATES, HAILING PLATES, JOIST HANGERS TO GE STAINLESS ‘STEEL WHERE CONSTRUCTION WTHIN 2.0 km RADIUS OF OPEN COASTAL AREAS. 10, GANG-HAILED SPLICE PLATES NOT PERMITTED FOR EXTERIOR TIMBER BEANS, FEE STEELWORK + 1, ALL WORKMANSHIP SHALL BE IN ACCORDANCE WTH AS4IO0 WITH ALL MENBERS AND SECTIONS BEING NEW ANO FREE OF RUST AND OAMAGE. ANY VARIATION TO THS NUST BE CONFRWED IN WRITING BY THE ENGINEER PRIOR TO ANY WORK COMMENCING, 2 ALL STEELWORK UNLESS NOTED OTHERMSE SHALL CLEANED OF RUST AND iLL SCALE AND COATED WTH ONE COAT OF ROZP, 3. EXPOSED STEELWORK INCLUOING BOLTS SHOULO BE STANLESS STEEL IN ACCORDANCE TH ASHEBO AS APPLICABLE. 4, ALL BOLTS SHALL BE IN ACCORDANCE WITH ASTTI1, UNLESS NOTED OTHERMSE ALL BOLTS SHALL BE GRADE 4.65 (S~SNUG TIGHT) GALVANIZED, TENPORARY BRACING AN SUPPORT SHALL BE PROWDED UNTIL ALL BOLTS ARE (NSTALLED AND TENSIONED, 5, ALL SHS, RHS AND CHS SECTIONS 10 BE OF MINIMUM STRENGTH GRADE C350 IN ACCORDANCE WITH ASITE3, ALL UBAIC/PFC/EA/UEA SECTION TO BE GRADE 3OOPLUS IN ACCORDANCE WTH AS3679 REINFORCED BLOCKWORK + 1. ALL MATERIALS AND WORKMANSHIP 10 QE IN ACCORDANCE WTH AS3700 1998, 2. MINIMUM HASOHRY STRENGTH F'UC=15Mpa 3. MORTAR WIK 1: 1/2 2 8 (CEMENT:UNE:SAHO) 4. ALL CORES TO BE OLEANED AND FREE OF ALL MORTAR FINS PRIOR TO GROUTING WA CLEAN-DUT BLOCKS AT THE BASE OF THE WALL, 5. MINIMUM GROUT STRENGTH fo=32hPa (20Ckg/m3 NIN, CEMENT) WATH A MAXIMUM AGGREGATE SIZE OF 10mm. COMPACT GROUT DOWN FULL DEPTH OF CORE WTH PLAIN ROD OR ‘SIMILAR, 7. MINMUH COVER TO REINFORCING is 40mm FROM INSIDE FACE OF BLOCK. BARS TO BE ARRANGED AS SHOWH ON ASSOCIATED DETAILS. 8. WALLS TO BE WATERPROOFED WHERE INDICATED ON THE DRAWNGS, WATERPROOF MENBRANES INSTALLED IN STRICT ACCORDANCE WITH THE HANUFACTURES RECUREMENTS, 9, UNLESS HOTED OTHERWSE ALL WALL VERTICAL STARTER BARS ARE TO BE CAST INTO THE SUPPORTING FOOTING OR FLOOR SLAB UNDER AS APPUCABLE 10, ALL WASONRY WALLS DURING CONSTRUCTION TO BE TEMPORARY BRACED OR OTHERWISE STABIUSED AS NECESSARY TO RESIST WHD LOADS OR LATERAL FORCES, IN ACCORDANCE WITH LOCAL AUTHORITIES WORK PLACE HEALTH AND SAFETY GUIDE UNES. Revision | Description Date ‘sue: FOR APPROVAL Unit 1/11 Project Ave, Noosa Heads Ph (07) 8455 5604 omma-adren seq erg ers.com web vanv seg-engineers.com Checked: RPEQ 5835 S Richardson Tite: Construction Notes Project Lot 83 Mossman Court Noosa Heads Date: June 2020 | Org No. 30153-N
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Page 2
DRAWING SIZE - A2
HEIGHT DATUM
LOT 83 ON N 21847
Level Datum AHD
Level Origin PSM4QQ81, RL 2.206m:
Survey information provided by
Noosa Coolosla Lond Surveys
900(W) GEO-FABRIC SILT FENCE,
FIXED 10 SPIKES AND BURIED moon
300 INTO STABLE GROUND.
1200{L) 60 $0. HOW)
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND.
NOTE:
THIS PLAN.
NOTE:
NOTE:
LOCAL AND STATE AUTHORITIES PRIOR TO
ALL SITE BOUNDARY'S AND QUAY LINE TO BE LOCATED
AND CONFIRMED BY A PROFESSIONAL SURVEYOR ON
SITE PRIOR TO WORKS COMMENCING, ENGINEER TO BE
NOTIFIED OF ANY VARIATION TO DIMENSIONS SHOWN ON
ALL CONSTRUCTION WTHIN THE NOOSA INLET (CANAL)
TO BE IN ACCORDANCE WITH THE WATER COURSE
WORKS CODE AND SCHEDULE 3 OF THE COASTAL
PROTECTION AND MANAGEMENT REGULATION 2017,
BUILDER TO VERIFY ALL SET OUT REQUIREMENTS FROM
CONSTRUCTION, ON SITE SET BACKS AND JETTY
POSITIONS TO BE SET OUT BY LICENCE SURVEYOR
NOTE:
1
a ,
UZ \, | 4
\ MOSSMAN COURT j .
\ , 5,
oh 6
Ne
/ Ox Y's ON
7 ” .
/ ™~, en is ? NY
SILT RETENTION. , ~ 06 5 we §
THE CONTRACTOR 1S TO INSTALL APPROVED / Tig. 5555 298 NY Lot 81
SILT RETENTION FENCES PRIOR TO Lot 84 , Jo Sg (e sot a8" “\N
COMMENCING ANY EARTHWORKS. THE FENCE 0 ye 945 N
1S TO BE CONSTRUCTED ALONG THE / \ .
LOWEST BOUNDARY AND RETURNED UP SIDE ’ \ NY
BOUNDARIES TO ENSURE FULL, STORMWATER / Sy
ENTRAPMENT, SURFACE RUNOFF FROM 7 \ ym
WITHIN THE ALLLOTWENT MUST DRAWN \ eS
TOWARDS THE FENCE AND SHALL NOT 7 7 oP
ENTER NIEGHBOURING ALLOTNENTS , \ ~N
THROUGH THE USE OF SURFACE BUNDING 8 /o \ .
OR SCOUR PROTECTED DRANS. THE FENCE Ae \
MUST REMAN WN PLACE UNTIL SUCH THE v 7 ’ .
THAT FINISHED LANDSCAPING AND ‘5 \ \
DRAINAGE MEASURES ARE INSTALLED, / Lot 83 \ ~~
EXISTING , 37 Mossmon Court, \ Lot 82
N CONCRETE STEPS. / Nooso Heads mn 35 Mossman Court,
N TO BE REMOVED =,’ Area 660,58m2 B\2 Noosa Heads
5 Jf N 21847 lh Aveo 653,35m2
NN PARISH WEYBA “1 N 21847
. COUNTY MARCH a PARISH WEYBA
N COUNTY MARCH
INDICATES SILT FENCING
DURING DEMOUTION WORKS
ABOVE THE HIGH TIDE MARK.
NO DEBRIS OR DUST TO
EXISTING MASONRY RETAINING
WALLS AND LANDSCAPING TO
\ EXISTING MASONRY RETAINING
ENTER THE WATER WAY. BE REMOVED, \ exstwe ALS AX LAIOSCAPNG 1
CONCRETE RAMP ‘ “yr.
\ 70 BE REMOVED “EXISTING JETTY
TORE REMOVED
EXISTING CONCRETE
REVETMENT WALL 10 BE
REMOVED.
ADMISTING ETTY/
70 BE REMOVED
EXISTING CONCRETE
REVETMENT WALL TO BE
REMOVED,
UNLESS NOTEO OTHERWISE ALL TIMBER SHALL BE DURABIUTY CLASS 1 OF
APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Min.
UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WTH THE
ENVIRONMENTAL PROTECTION AGENCYS’ OPERATIONAL POLICY = “BUILDING
AND ENGINEERING STANDAROS FOR TIDAL WORKS.”
ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE
GRADE S316. ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS,
AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL.
TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED
WITH AN ALUMINUM ALLOY OR STAINLESS STEEL BAND.
OIMENSIONS AND LEVELS SHALL NOT GE SCALED FROM THESE DRAWINGS.
ALL WORKS TO BE IN ACCORDANCE WITH AS4997~2005, AS4678~2002,
AS1170.0~2002, THE NOOSA TOWN DIMSION 21 - WATER COARSE WORKS
CODE, AND THE NOOSA PLANNING SCHEME POLICY 4 (DOMESTIC MARINE
USES OUTSIDE OF THE NOOSA ESTATE),
‘ ENSTING ROCK WALL AND
/ LANDSCAPING TO BE REMOVED
. AND RE. SHAPED 10 FORN
EXISTING BANK PROFLE
LEVELS AND TO ACCOMMODATE
NEW JETTY,
ENISTING ROCK WALL AND \g ee THIS DRAWING AND ASSOCIATED DETAILS
TPES z me \ 3 ance MUST BE READ IN CONJUNCTION WITH THE
\ eet :
BSTNG BAM PROFLE \e oats a nab NOTES CONTAINED ON 30153-N,
A eeeoen
NEW JETTY, - C A
A EXISTING REVETMENT WALL | 16.09.2020
Om Guay pene Revision | Description Date
uf seem,
“ Issue:
FOR APPROVAL
om wagers
Ph (07) 5455 5604
. ‘emad admin Qeoq-enginears.com
SITE DEMOLITION PLAN Nee?) GI BREE
Title: Sj iti
Scale 1:200 Checked: ite: Site Demolition Plan
RPEQ 5835
S Richardson Project Lot 83 Mossman Court
Noosa Heads
012345
m1:200 @ AS
|| date: June 2020 | Org No. 30153- 1
A
Page 3
DRAWING SIZE — A2
HEIGHT DATUM
LOT 83 ON N 21847
Level Datum AHD Z
Level Origin PS49981, RL 2.206m hi
Survey information provided by we
Noosa Coolocla Lond Surveys
NOTE:
ALL SITE BOUNDARY'S AND QUAY LINE TO BE LOCATED
AND CONFIRMED BY A PROFESSIONAL SURVEYOR ON
SITE PRIOR TO WORKS COMMENCING. ENGINEER TO BE
NOTIFIED OF ANY VARIATION TO DIMENSIONS SHOWN ON
THIS PLAN.
NOTE:
ALL CONSTRUCTION WITHIN THE NOOSA INLET (CANAL)
TO BE IN ACCORDANCE WITH THE WATER COURSE
WORKS CODE AND SCHEDULE 3 OF THE COASTAL
PROTECTION AND MANAGEMENT REGULATION 2017.
NOTE:
BUILDER TO VERIFY ALL SET OUT REQUIREMENTS FROM
LOCAL AND STATE AUTHORITIES PRIOR TO
CONSTRUCTION. ON SITE SET BACKS AND JETTY
POSITIONS TO BE SET OUT BY LICENCE SURVEYOR
UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 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 S316. ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS,
‘AND SCREWS SHALL NOT BE HOG OR STAINLESS STEEL.
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED
WITH AN ALUMINUM ALLOY OR STAINLESS STEEL BAND.
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS
\ MOSSMAN COURT )
Lot 84
\
N
/ Lot 83 aig Lot 82 :
J 37 Mossman Court, oh 35 Mossman Court,
y Noosa Heads =. Nooso Heads
/ ‘Area 660.58m2 3 ‘Area 653,35m2
N 21847 “ N 21847
PARISH WEYBA \ PARISH WEYBA
COUNTY MARCH \ COUNTY MARCH
DESIGN DETALS he4 \
>
. ~~ 22l' 03%49»
i ities...
WATER ALLOCATION
AREA
SITE PLAN ~ WATER ALLOCATION AND NAVIGATION CORRIDOR
Scale 1:200
0
1
“WATER ALLOCATION
AREA
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a
/
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LZ
rep
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“ee be ,
Sot
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, Ne y
ed
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ull Lo
“
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 30153-N.
Revision | Description Date
‘sue: FOR APPROVAL
web:www.scg-engineers com
ENGINEERS *sns00ve 491.009
5
3
8
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
‘emai [email protected]
CONSULTING
Title: Water Allocation and
Navigation Corridor Plan.
Checked:
RPEQ 5835
S Richardson
23.45
Project Lot 83 Mossman Court
Noosa Heads
1m1:200 @ A3
Date: June 2020 | DrgNo. 30153 -J2
Page 4
DRAWING SIZE - A2
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
HEIGHT DATUM NOTES CONTAINED ON 30153-N.
nate
£' Jatum Za
Level Origin PSM49981, RL 2.206m YZ
A \, /
Survey information provided by \ |
Noosa Cooloola Land Surveys
\ MOSSMAN COURT '
‘ }
OADING CRITERIA: 3
JETTY
UVE LOADS = 2.0kPa Ne A
3 pS
MOORED VESSEL (No.1 Nox.) / ion A —
LENGTH = 10.0m / Sn 5 “ a
BEAM = 4.0m / pe gp N\
WEIGHT = 5000Kg J $igr~__3885__—-— Si
BERTHING VELOCITY = 0.25m/sec / wae | a
Lot 84 fp \ 5
\ SS
\ ® \.
\ \.
\ >
\ By
\ "Ss, /
\
NN
alg , /
N\ Lot 83 aNd Lot 82 J
37 Mossman Court, 3
NOTE: Noosa Heads *y
ALL SURFACES FOR JETTY DECK AND trea 80582 \
STEPS TO BE NON SUP, No BuSTWG JETTY FOR N87 \
ADJOINING ALLOTMENT COUNTY MARCH \ NOTE:
\ REFER Drg uf FOR SCOPE OF
\ DEMOLITION TO EXISTING STRUCTURES
| AND LANDSCAPING ALONG THE STATE 5
NOTE: TITLE LAND.
ALL SITE BOUNDARY'S AND QUAY LINE TO BE LOCATED \
AND CONFIRMED BY A PROFESSIONAL SURVEYOR ON \
SITE PRIOR TO WORKS COMMENCING. ENGINEER TO BE \ exes : y
NOTIFIED OF ANY VARIATION TO DIMENSIONS SHOWN ON CONCRETE RAMP EAST y
THIS PLAN. ws a
PROPOSED JETTY “Ss 1 Ne * a
REFER DETAILS FOR * 74
9 7
6.718 ra
209° 15'00" i it
NOTE: St “
ALL CONSTRUCTION WITHIN THE NOOSA INLET (CANAL) ee “
TO BE IN ACCORDANCE WITH THE WATER COURSE rar Y
WORKS CODE AND SCHEDULE 3 OF THE COASTAL SSS Zw
PROTECTION AND MANAGEMENT REGULATION 2017. i a we
PROPOSED 190 MASONRY RAMP
B / WALL TO REAR
es BOUNDARY, REFER Org
2 FOR DETAILS.
NOTE: “ey, EXISTING ROCK WALL AND
BUILDER TO VERIFY ALL SET OUT REQUIREMENTS FROM Say FARSCAPNG TO Be EIOKED
LOCAL AND STATE AUTHORITIES PRIOR TO Se AND RE SHAPED T0 FORM
CONSTRUCTION. ON SITE SET BACKS AND JETTY ts, EXISTNG BANK PROFILE
POSITIONS TO BE SET OUT BY LICENCE SURVEYOR SVE “es LEVELS AND TO ACCONMOOATE N pl
EXTENDED 300mm BELOW Ss... ee
LAT aa see A BOAT TIE LOCATION ADDED 16.09.2020
NOTE: ae pend eee 5.0m OUAY (ye ee Revision | Description Date
1, UNLESS NOTED OTHERMSE ALL TNBER SHALL BE DURABILITY CLASS 1 OF a RECORDED FLOOD LEVEL. Titre 1e8UB:
APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Min, ~F, FOR APPROVAL
Le AETTY HEAD TO BE LTE WTH LOW
2. UNLESS NOTED OTHERMSE ALL CONSTRUCTION SHALL COMPLY WITH THE Se VOLTAGE LIGHTS (12V Nox.) DURING
3, ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE é ‘email [email protected]
ENVIRONNENTAL PROTECTION AGENCYS’ OPERATIONAL POLICY ~ "BUILDING DARKNESS. ALL UGHTS TO’ BE DOWN Noosa Needs’
AND ENGINEERING STANDARDS FOR TIDAL WORKS,” TURNED AND SHIELDED TO PREVENT Ph (07) 5455 5604
LIGHT POLLUTION TO NEIGHBOURS. (07)
9 & % CONSULTING — web,www.scg-engineers. com
GRADE S316, ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS, R
yD TA
ENGIN ‘MN 40000 481 809
ANO SCREWS SHALL NOT BE HOG OR STAINLESS STEEL i
4, TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED SITE PLAN © sede 1:200 Checked: Tile: Jetty and Site Plan
WTH AN ALUMINUM ALLOY OR STANLESS STEEL BAND. RPEQ 5835 {
5, DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE ORAWNGS S Richardson Project Lot 83 Mossman Court
Noosa Heads
012345
10, -
m!200 ‘©, AS Date: June 2020 | Drg No. 30153-J3 |” A
Page 5
DRAWING SIZE ~ A2
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 30183-N
(P3) BOAT TE
POSITION
ENO PILES TO BE EXTEND
PAST HAT (RL 1.08) FOR
FLOOD MARKER INDICATORS
JOST RAKED TO
FOLLOW STEPPING
PROFILE
~ HANDRAIL:
RIGID HANDRAIL FULL LENGTH
OF THE JETTY, AND 70
COMPLY WITH COUNCIL
REGULATIONS
DECK RL 0.8 AHD
s— a a
8
. . DECK RL_OB AHO
~»
M (2) (2) (P2) (2)
How uM I
Hoot iH I
tt i i
# How i I
How i i
Woow in 1
Hou iH ul
<— u u wu a]
f - SET HEAO ELEVATION PROFILE
1:100
150 1200, 150
NEW BLOCK RET. WALL
$500
RO!
RP BOUNDARY UNE — ve
1000
i
JOIST RAKED TO.
Z.
2619
2613
15000
2619
(Pt) a
\
f ~
00 NOT FIX very
TO NEW BLOCK WALL
yd]
ALUMINUM FRAME
BOLTED OFF TO JOISTS
FOR FORM STEPS,
HANDRAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS
DECKING:
26 x 140 (F14) HOWD
FIXED TO BEARERS WITH
TWO STAINLESS STEEL
SCREW EACH END,
(Pt) (Pt)
(2) (2)
2000
c
(8 TYP SECTION ~ JETTY PROFILE
& 1:100
JETTY FRAMING SCHEDULE
MARK SIZE/GRADE
(Pt) | 2008 HE TREATED HOWD PIER
(P2)_ | 2508 H6 TREATED HOWD PIER
(P3) | 75q x 3.0 SHS ALUMINUM POST
Jl 150 x 75 (F17) JOISTS @ 750ctrs (Cont.)
al | 150 x 75 (F17) BEARER
82 | 200 x 75 (F17) BEARER (Cont.)
3 | nfo
= Ai exponed tinber lo be HG treated.
NOTE:
1, UNLESS NOTED OTHERMSE ALL TNBER SHALL BE DURABIUTY CLASS 1 OF
APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Min,
2. UNLESS NOTED OTHERMSE 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 S316. ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS,
AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL.
4, TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED
WITH AN ALUMINUM ALLOY OR STAINLESS STEEL BANO.
5, DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS,
6, ALL WORKS TO BE IN ACCORDANCE WITH AS4997~2005, AS4678~2002,
ASH170.0~2002, THE NOOSA TOWN DIMSION 21 - WATER COARSE WORKS
CODE, AND THE NOOSA PLANNING SCHEME POLICY 4 (DOMESTIC MARINE
USES OUTSIDE OF THE NOOSA ESTATE).
2 PILES:
a 21 H6 TREATED
| HD POLES
q "om
ss
8 8
(3) (2) BF Pay)
g a
175 1150 175
_ aN
7000 ) \
(ETTY HEAD) { \
aie!
. SB
c = - FRAMING LAYOUT \
1:100
hed
\
3500
|
|
|
|
|
1
t
1
a
ui
| ea _|
NOTE:
PILE DEPTH 10 BE CONFIRMED
UPON SOIL TEST CONDUCTED.
70mm COVER
ve
SETTY,
¢ : wo SIDE ELEVATION PROFILE
4:100
TOP"OF BLOCK WALL TO
BE SET ABOVE HAT
yee.
190 BLOCK ~ CORE Hed
aout
PROMDE FULL HT.
MOVEMENT JOINTS AT
8.0M CTRS.
ALL CORES CLEARED
BEFORE POUR VA
ALL VERTICAL STARTER BARS
TO BE GALVANISED WHERE
(1200 Wax}
CLEAN~OUT BLOCKS, \
EXPOSED AT COLD JOINT.
NATURAL SOlL PROFILE 10 8E
GRADED DOWN TO ALLOW FOR
[nnn NEW SETTY STRUCTURE.
NEW 190(W) MASONRY BLOCK
WALL, TOP OF WALL RL 1.3
REFER DETAILS
TERRACE SLAB 2.7 RL
qari
MAXIMUM RECORDED FLOOD
LEVEL RL 2.00 AHO
HAT LEVEL RL 1.080m
AHD RL 0.0m LEVEL DATUM
UT RL =0.42m
APPROXIMATE LOCATION
OF EXISTING REVETHENT
WALL TO BE REMOVED,
NO LOADING
PERMITTED ONTO RET
WALL.
EXISTING ILLEGAL ROCK WALL
AND LANDSCAPING TO BE
REMOVED. NATURAL
EMBANKMENT PROFILE 70 BE
RESTATED.
NOTE:
THE PILE ENBEONENT DEPTH MUST
| EXCEED THE PILE Ht ABOVE THE
GROUND OR EMBEDMENT DEPTH
NOTED, WHICHEVER THE GREATER.
NOTE:
ALL SITE BOUNDARY'S AND QUAY LINE TO BE LOCATED
AND CONFIRMED BY A PROFESSIONAL SURVEYOR ON
SITE PRIOR TO WORKS COMMENCING, ENGINEER TO BE
NOTIFIED OF ANY VARIATION TO DIMENSIONS SHOWN ON
THIS PLAN.
NOTE:
ALL CONSTRUCTION WITHIN THE NOOSA INLET (CANAL)
TO BE IN ACCORDANCE WITH THE WATER COURSE
WORKS CODE AND SCHEDULE 3 OF THE COASTAL
PROTECTION AND MANAGEMENT REGULATION 2017.
NOTE:
BUILDER TO VERIFY ALL SET QUT REQUIREMENTS FROM
LOCAL AND STATE AUTHORITIES PRIOR TO
CONSTRUCTION. ON SITE SET BACKS AND JETTY
POSITIONS TO BE SET OUT BY LICENCE SURVEYOR
FT]
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VEL 800 | 600
gaan YE z TTT 500 | 200 A BOAT TIE POSITION ADDED. | 16.09.2020
2 Revision | Description Date
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SSUE:
3 WESH TOP 70 COVER, FOR APPROVAL
CONCRETE 40hpa ~
{ ALITA TOP & BOTTON -s Unit 1/11 Project Ave,
SCOUR PROTECTION 10 BE IN R6 LIGS AT 900 CTRS Ph (07) 6485 $604
ACCORDANCE HTH SCHEDULE 3 | gay 8 Vin CONCRETE COVER 70mm tral siraggengenpeesom
OF THE COASTAL, PROTECTION & £ web wenrsea-eagoeers com
AND MANAGEMENT i w seers
REGULATIONS - 2017
¢ = ) RW-01) ~ RETAINING WALL
TYPICAL SECTION
Checked:
RPEQ 5835
S Richardson
i
Rannni——?_?-—-!_frm1:100 @ A2
Title: Jetty Framing Plan and Details
Project. Lot 83 Mossman Court
Noosa Heads
| pate: June 2020 | org No. 30153 -J4
A
Page 6
DRAWING SIZE - A2
ONE M16 5/5
VERTICALLY
8
a
i
7
Bb
RECESS BEARER &
STRINGERS 25 NOM INTO (P1)
PILE.
(PI)
C : —— SECTION
1:20
3 b-— 75eq. x 3.0 x 6.5 CORNER RADIUS
(P3) ALUMINUM SHS (ALMAX AA180),
CAP TOP AND BOTTOM.
pasha gpg
: ‘| 180 x 76 /
7
Gm ALUMINIUM: PLATE J
S/MI6 STAINLESS STEEL
BATTEN SCREWS,
BOAT TIE POST DETAIL
1:20
RECESS BEARER &
STRINGERS 25 NOM INTO
PILE.
SPLICE JOINT DETAIL
C = 5 4:20
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 30153-N
Checked:
RPEQ 5835
S Richardson
i
Revision | Description
Date
'ssue: FOR APPROVAL
a
Ge Unit 1/41 Project Ave.
Noosa Heads
Ph (07) 5455 5604
t 7 emadadmngsoge
sopengneses.cam
b ww Scg-engineers.com
Tille: Jetty Accessories and
Framing Details
Noosa Heads
Project Lot 82 & 83 Mossman Court
‘T Date: June 2020 | Org No. 30183 -J7