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LOT 920
RESERVE
5225
ayy ine |
10000 a
° oO
3
|
|
| 7923 [9 |
PROPOSED
JETTY
—=- 7-74
\
\
\
299°45° | \
\ t
\ 1
\ 1
1 1
\ 1
\ 1
\ 1
1 \ \
1 \ \
' \ \
' \
! \ \
\
\ \
' \ \
I \ 1
| LOT 2 \ LOT 1 1
| |
'
| GTP 102778 | GTP 102778 |
|
|
I SIS \
In ale \
alo ae |
Bie Bla \
AIS \ \
iN \ \
' ' \
I \ \
{ \ \
| \ \
| \ 1
' \ |
I \ 1
! \ \
|
I { \
' | |
' | |
I | \
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| | |
' | |
I 1 \
\ 3295 | \
{ 4143530) 4 \
1 out \ '
| Si} \ \
4 RA} 1 !
NS > \ |
Wh. KS \ \
S30 wSE NS |
>> we ‘S. 4
SS 8 . -
—SUNSEEKER
SITE PLAN
CL>
&
WATER ALLOCATION
SCALE 1:250
n
QUAY LINE |
1500 |
3 x VERTICAL FENDERS
(REFER TYPICAL ~ NN
|
| 4 x 9315 46kNm R.C
| INSITU UNDER-DECK PILES
JOISTS @ 463 me |
| 4x
150 x 50 x 3 AL. RHS
6 x CAST ALUMINIUM
| MOORING CLEATS
| DECKING 135 x 32 HWD
| DIRECTION OF PLANKS>
4 x AL. CHANNEL BEARERS
178 x 76 x 6.35 x 1500 LG
J
0
JETTY DECK
AREA 15m2
10000 QUAY LINE
— HANDRAIL
LENGTH 4000 LG
TT
NOTES: 7 } 5531 | 1500 |. gg9 +h
Existing structures shown in approx position | \
DESIGN LOADINGS: BERTHING: LOT 2 LAYOUT PLAN LOT 1
LIVE LOAD: Maximum wet vessel length — 8.0m ! Anan En t
Jetty — 2.0kPa Maximum wet vessel beam — 3.4m ' GTP 102778 SCALE 1:50 \
S = Criclon EDGE Consulting Eger’ §=— THE MARINA SPECIALIST — | SURVEY DATA] J!" R MINNEY me SITE PLAN, LAYOUT PLAN
wl Woollongabbo, QLD 4102 | TRADING AS ACN 070653119 18 RON PARKINSON CRES IDATUM ©] LOT 2 (2/1) SUNSEEKER CLOSE & WATER ALLOCATION
Ph: +61 7 3367 3570 =
ABN 66 099 997 985 [email protected] “jetty QLD 4551 AUSTRALIA | HORZ. = am OSE T/01/2022 UNITS oe 50 15 ue | A3
HEIGHT. - : : :
B_|_MOVED VERTICAL FENDERS 10 EAST SIDE | Toe [18/01/z2| sB_|**OK™: ~ | RPE: DATE: SPECIALIST PHONE(OT) S482 $925) cre [HO DERRNEDIC2 PROPOSED JETTY DRAWN: CHECKED: APPRD: [DRG No: REV:
REV DESCRIPTION BY | DATE [APD 5496 08/02/2022 | = oors i) JSP-SJ-35600 B
THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST
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Page 2
le 10000 |
&
Fe E
ala —
) HAND RAIL LHS ONLY 12>
10 GAP 4000 "I REFER DETAILS -
SSS So
LEAVE 10mm GAP ! i i 150 x 50 x 3 RHS JOISTS @ 500 CRS DOUBLE FASCIA BOARDS |
(TO PREVENT NO LOAD i i i FIXED TO BEARERS WITH 2 x MB SS BOLTS not SHOWN FOR CLARITY |
| FSsssssssssssscc {bsssssssssssssss of=sssssssssssss5= 4 |
APPLIED TO WALL) i it i TO EACH 150 x 50 x 6 ANGLE BRACKET (REFER DETAILS)
it | q " _ !
“RL 1.2m NI i i 7 JETTY #R.L 1.2m | APPROX 520
’ 7 ’ 7 7 7 7 Z 7
J ct _
eevawne "1 cece eee eee a ede de 3 ccc cece e eect eet eeeeeeeees “NY seeeee Lecce eee ee “HAT RL 0.68m
—_ 178 x 76 x 6.35
aa “AL. CHANNEL BEARERS FIXED 977777" MEWS R.L 0.6m
— TO PILES WITH 2 x M16 SS BOLTS
AHD R.L 0.0m
pod \ ee CAST INTO PILE TOP OR CHEMSET LEVEL DATUM
L__J SAND AREA APPROX CANAL | WLWS RL 0.25m
PROFILE LAT RL 0.42m
“NOTE ae
JETTY R.L TO BE ADVISED Sxs ee
352%
B28a
aga
Bwok
9315 46kNm R.C SGS5
INSITU. PILES SkSo
ses2
428
SCALE 1:50
GE tee Conutng Bsinees] = THE MARINA SPECIALIST SURVEY DATA | |" R MINNEY ELEVATION
ees Ql 4102 TRADING AS ACN 010633119 18 ON PARKNSON cRES | DATUM Ss LOT 2 (2/1) SUNSEEKER CLOSE
Ph: +61 7 5367 3570 QLD 4551 AUSTRALIA | MORIZ. NOOSAVILLE DATE: UNITS SCALE: SHEET:
ABN 66 099 997 985 [email protected] GRID PROUECT: 14/01/2022 1:50 9 A3
PHONE(O7) 5492 5925] HEIGHT Jann peRRiven|2 PROPOSED JETTY MMT:
CHECKED: RPEQ: DATE: SPECIALIST ORIGIN <x E E DRAWN: CHECKED: APPRD: |DRG No: REV:
REV DESCRIPTION BY | DATE |APPDI 5496 08/02/2022 | = oors TOB SB JSP-SJ-35601 A
THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST
Page 3
TOP RAIL & MID RAIL
FROM ALUMINIUM 50 x 50 x 2 SHS
L459 —-|
HANDRAIL 1000 |
VERTICAL FENDERS; FROM Ts
yy “ene SECTION JSP—305 VERTICAL FENDERS |
1500 RUNNING FULL 1200mm— 1
3 VERTICAL HEIGHT = \\}1
DOUBLE FASCIA BOARDS 483 483 483 a 483 483 483 '
A® WIDE x 25 THK CRS CRS CRS CRS CRS CRS !
'
gh --
pp q > _ P 4d q- d
1a t (8 {
-—_—_——_———_— + i
1450 150 x 150 x 8 PL 8 SECTION JSP-305 1h |
i BRACKET BOLTED WELDED TO BEARER
I you TO JOISTS USING 10 PL—--4 178 u
190 u M12 SS BOLTS 4
M16 SS CHEMSET BOLT = Li}
a a Lo M16 SS CHEMSET BOLT ——
980-006 BULL BAR
WELDED TO JSP-305
FASCIA DETAILS END VIEW & 10mm END PL
SCALE 1:20 SCALE 1:20 END VIEW
(SIDE VIEW OF JETTY) (LEFT HAND SIDE OF JETTY) VERTICAL FENDER DETAILS SCALE 1:20
SCALE 1:20
(QUANTITY 3-OFF)
_—
4 ALUMINIUM MOORING CLEATS
BOLTED TO 100 x 50 x 10 ANGLE
5
SN SS STUD BOLTS
5 3 WELDED TO INSIDE ANGLE
2 x M12 SS BOLTS
BOLTED TO JOISTS
100 x 50 x 10 ANGLE
x 300mm LG
SCALE 1:5
5 yal = cihln GE Cnsutng Benees] THE MARINA SPECIALIST SURVEY DATA | |“®"R MINNEY ee DETAILS
wl Woollongabba, QLD 4102 TRADING AS ACN 010633119 1B RON PARKNSON CRES ]DATUM Ss LOT 2 (2/1) SUNSEEKER CLOSE
Ph: +61 7 3367 3570 THE QLD 4551 AUSTRALIA | HORT. = NOOSAVILLE DATE: UNITS SCALE: SHEET:
ABN 66 099 997 985 [email protected] GRID PROUECT: ° . A3
ERED: PEC: TE PHONE(07) 5492 5925] {Soran AHD DERRWEDI“?| PROPOSED. JETTY 14/01/2022 } ww |1:20 1:5 :
8 | VERTICAL FENDERS SHOWN ON EASTSIDE _[TOB [78/ov/2i] sB | yp, , ~ |RPEO: one: = SPECIALIST a < DRAWN: CHECKED: APPRD: DRG No: REV:
REV DESCRIPTION BY | DATE. IAPPD! 5496 08/02/2022 = BOOKS TDB SB JSP-—SJ-—35602 B
THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST
Page 4
6 / N16 BARS _- FULL LENGTH _ 40mm COVER N. R6 HELIX — @ 65 PITCH = -\_| _ eal 315¢ HUMES UPVC FORMER o™~, ca GRADE N32 -- MASS CONCRETE _- TO BASE OF PILE - REINFORCING TO EXTEND ~ TO WITHIN 300 FROM — BOTTOM OF PILES — 315 DECK PILE 46kNm 6 / N20 BARS FULL LENGTH 40mm cover \ R6& HELIX @ 65 PITCH _w 315% HUMES UPVC FORMER oN R6 HELIX @ 65 PITCH 315@ HUMES UPVC FORMER ON “4 6 / N20 BARS 4-1 FULL LENGTH 4- & 3 7 N20 BARS 4-4 TO 2m OF TOP 4-4 40mm COVER R6 HELIX @ 65 PITCH oN 400% HUMES UPVC FORMER Ny | 6 / N20 BARS FULL LENGTH & 3 / N20 BARS TO 3m OF TOP 40mm COVER NOT APPLI CABLE L--1 L--1 R6 HELIX @ 65 PITCH Ng L-—T KR L--T 400% HUMES UPVC FORMER Ny | ft 6 / N24 BARS FULL LENGTH Peo & 3 / N24 BARS fd TO 3m OF TOP 4 40mm COVER er NT GRADE N32 MASS CONCRETE TO BASE OF PILE REINFORCING TO EXTEND TO WITHIN 300 FROM BOTTOM OF PILES 3158 PONTOON PILE 61kNm GRADE N32 MASS CONCRETE TT TO BASE OF PILE 4- REINFORCING TO EXTEND i: TO WITHIN 300 FROM ~ BOTTOM OF PILES qo -4 4 -4 = pee: tin Wiel: ee ween te Suenu:Svl: oeveuie-Wuii Wiel Wie et 315¢ PONTOON PILE 83kNm NOT APPLICABLE Lp | ! GRADE N32 MASS CONCRETE TO BASE OF PILE REINFORCING TO EXTEND TO WITHIN 300 FROM BOTTOM OF PILES 400% PONTOON PILE 130kNm GRADE N32 MASS CONCRETE rrr t TO BASE OF PILE 7 REINFORCING TO EXTEND 44 TO WITHIN 300 FROM BOTTOM OF PILES ATT 400% PONTOON PILE 172kNm Crichton EDGE Consulting Engineers| 1st Floor, 28 Balaclava St Woollongabba, QLD 4102 Mob +61 447 950 427 TRADING AS ACN 010633119 aie 66 099 997 985 [email protected] “jetty REV, DESCRIPTION E ISSUED FOR EDGE ENGINEERS WA | 9/9/20 | TC CHECKED: fy BY | DATE |APPD) RPEQ: DATE: 5496 17/09/2020 THE MARINA SPECIALIST 18 RON PARKINSON CRES CORBOUND PARK QLD 4551 CUNT: R MINNEY TITLE: CONCRETE INSITU PILE CONSTRUCTION PHONE(Q7) 5492 5925 => SPECIALIST ™ S| LOT 2 (2/1) SUNSEEKER CLOSE (315 % 400 DIAMETER REINFORCED AUSTRALIA = NOOSAVILLE DATE: UNITS | SCALE: ‘SHEET: (n PROWECT: 20/4/99 | wm |1:25 (07) 5492 6699 |< STANDARD DRAWING DRAWN: CHECKED: APPRD: [DRG No: MA Tc | JSP—SD-045 A3 .