OPW1/0370 Operational Works Application for Prescribed Tidal Works · OPW14/0370

 

 

STONE PITCHING AT TOP OF REVETMENT WALL
(Nominal 250mm thick, Minimum Riprap size
150mm dia.,NO FINES Concrete Mortar)

PROPOSED REVETMENT WALL
PLACE NOM 300-500mm DIA BASALT ROCK OR SIMILAR
SUITABLE FOR MARINE ENVIRONMENT

AND PATHWAY

PROPOSED TYPE B2 KERB

AND 32MPa SALT RESISTANT
EXPOSED AGGREGATE PATHWAY
200mm THICK WITH SL 102 MESH
CENTRALLY PLACED

 

 

 

 

SECURE NOMINAL 500mm TOE-ROCK INTO RIVERBED

 

MHWS (RL 0.36m) AHD (RL 0.42m)

ALIGNMENT 1 - TOP OF KERB

PROPOSED TIMBER
SAFETY RAIL

 

 

 

 

 

HAT (RL 0,86m)

 

 

 

 

MCWS TRE 028m)

EXCAVATE EXISTING ROCK REVETMENT WALL
TO EXPOSE NATURAL SURFACE

TOE OF ROCK
REVETMENT WALL

REMOVE AND DISPOSE OF EXISTING
CONCRETE TRAFFIC ISLAND

 

 

 

PAVEMENT REHABILITATION
0.5m CUTBACK AT 3% GRADE

ALLOW 50mm SETDOWN FOR

   

AC SURFACING
GYMPIE

TERRACE

300mm WIDE DRAINAGE LAYER

   

 

 

 

 

 

 

 

 

PROFILE TO ALLOW FOR
50mm ASPHALT OVERLAY

20mm SCREENING WRAPPED IN GEOTEXTILE

 

 

 

 

 

 

PLACE 600R GEOTEXTILE BELOW PROPOSED ROCK
REVETMENT WALL AND PROVIDE 0.5m OVERLAP ON ALL JOINTS

 

EXISTING ROCK REVETMENT WALL

PROPOSED ROCK REVETMENT WALL.

PROPOSED STONE PITCHED CAPPING

EXISTING ROAD PAVEMENT

PROPOSED CUTBACK

REFER TO B2 KERB DETAL BELOW
FOR SPECIFICATION

REMOVE AND DISPOSE OF EXISTING PATHWAY AND ASPHALT PAVEMENT
BACKFILL VOIDS, PLACE ELCOMAX 600R GEOTEXTILE (OR APPROVED EQUIVALENT)

AND COMPACTED ROAD BASE

 

EXISTING CONCRETE PILES TO REMAIN

 

 

TYPICAL SECTION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PATHWAY - REFER

          
   

 

 

 

 

 

 

 

 

 

 

 

 

 

CONSTRUCTION DETAIL 1 SHEET 8 FOR FINISHES
0 25
_ = 6 32mPa SALT RESISTANT
1200: NOMINAL SPACE BETWEEN POSTS 2550, gay MoREMorFOSTe mene EXPOSED AGGREGATE REFERENCE POINT FOR
JOIN HORIZONTAL RAILS AT POST COLOURED CONCRETE SETOUT AND LEVELS
YUNGTION EVERY SECOND POST. cs ro SL 102 MESH CENTRALLY PLACED ALIGNMENT 4
+}. . a 75 x38 ACQ OR SIMILAR STANDARD 2mWIDE
| gi eg TREATED HORIZONTAL RAILS: erm
1 ie * FIX HORIZONTAL RAILS WITH TYPE 17
8 AL ! |

TREATED HORWONTALRALS REAR, ENSUE Hn 99 EMBED INTO POST BARRIS soomm SAW CUT EXISTING

100 x 100 ACO OR SIMILAR STANDARD. fone 2 / g thee ee ACO, on SIMILAR STANDARO : j 8 /

TREATED H4 F17 HARDWOOD POSTS | a g g wire PrReMOTOe ee POSTS - 3 Pope

NOTE: ARRIS ALL EXPOSED EDGES OF. t— j | )

BOTH POSTS & HORIZONTAL RAILS. ns or NOTE: ARRIS ALL EXPOSED EDGES OF ite

U bows BOTH POSTS & HORIZONTAL RAILS. ir ay ae renrmevahoaresnenan
| 75MM (MIN) - 150
el BEDDING TO
g 500 KERB PAVEMENT REHABILITATION (MINIMUM)
FIX POSTS TO TOP OF ROCK | 2M WIDE 32mm NOMINAL THICK ASPHALT SURFACE
REVETMENT WALL 5 ss (rs “rr™ 7a PATHWAY NOMINAL 200mm DEEP CEMENT TREATED BASE (CTB)
AG \ V ¥ / hoy La pene
ds DES Aaa oe cc és sl a On, ied <
AB pe 0 ot Lp vor ste B2_KERB DETAIL
o~ om FN DIMENSIONS IN MILLIMETRES
“rons ey ve necann saeony RAILING DETAIL SIDE VIEW NOT TO SCALE
E PSM PSM 18449 Project Number
PLANNING INFRASTRUCTURE y
atl ee WILLIAM STREET, NOOSAVILLE | oGpgpg
® DESIGN [MARA ELLIS 7 2) tore? REVETMENT WALL REHABILITATION Drawing Sheet No.
CGE | ove: TeePHoNe:

Rv, DATE REVISIONS REC. [APPR.| CHECKED [CRAIG ELDRIDGE COS" of 14 in (ON SazB6s0s (ar) szaBE801 TYPICAL CONSTRUCTION DETAIL 1 07 Rv._