Attachment 1 - Amended Plans

 

 

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
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Survey information provided by \ |
Noosa Cooloola Land Surveys
\ MOSSMAN COURT '
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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
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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