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SUPERSEDED - Approved Plan & Reference Document - RAL23/0013
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Original PDF page 2, section 1. The text section number identifies this passage in the reader.
NOOSA COUNCIL LEGEND
ENANT
APPROVED REFERENCE DOCUMENT EXISTING CONTOURS (0.5m INTERVALS)
EXIST
N COV
1:3
84 PROPOSED CONTOURS (0.5m INTERVALS)
1:3
ETATIO
10m W
IDE VEG RAL23/0013 30 NOV 2023 EXISTING KERB & CHANNEL
EXISTING DRAINAGE
85
S EXISTING SEWER
A DAM CONTAINING NO MORE THAN 500m³ MAY BE W EXISTING WATER
INSTALLED TO LOT 8 OUTSIDE OF THE COVENANT AREAS
PROPOSED KERB & CHANNEL
600
601 8 PROPOSED STORMWATER DRAINAGE
SP324164 R PROPOSED ROOFWATER DRAINAGE
SEDIMENT FOREBAY
S PROPOSED SEWER
ADDITIONAL 1:4 1:3 AN AREA OF SHALLOW CUT IS TO BE PROVIDED WITHIN THE FLOODPLAIN IN LOT 8,
BIORETENTION W PROPOSED WATER
AREA TYP PRE-DEVELOPED FLOOD EXTENT. CLEAR OF THE VEGETATION COVENANTS, TO OFFSET THE LOSS OF FLOODPLAIN
REFER STORMWATER MANAGEMENT PLAN STORAGE. REFER STORMWATER MANAGEMENT PLAN (BY OTHERS). PROPOSED TOP OF BATTER
(BY OTHERS) PROPOSED TOE OF BATTER
PROPOSED RETAINING WALL
H1.0 PROPOSED RETAINING WALL HEIGHT
PROPOSED ROAD PAVEMENT
86
PROPOSED CONCRETE PATHWAY
SC
STAGE 3 TOE OF BATTER PROPOSED CONCRETE DRIVEWAY
S
1:2
PROPOSED EARTHWORKS
W
AUGMENTATION OF EXISTING CUT FILL
BIORETENTION/DETENTION BASIN & WEIR PER STAGE 2 TOE OF BATTER
S
STORMWATER MANAGEMENT PLAN (BY OTHERS) 1:4
NOM STAGING
W
1:2 STAGE 1 : LOT 1
STAGE 2 : LOTS 2-7 & 601
S
6 STAGE 3 : LOT 8
SP324164
W
JOIN NEW FOOTPATH & BATTER SLOPE MANAGEMENT
ROAD NEATLY TO EXISTING CONNECT TO EXISTING SEWER
S
< 1 : 4 SLOPES SHALL BE GRASSED
LOT 8 1 : 3 SLOPES SHALL BE PLANTED*
CT177.313
CT204.384
1:100
NOM
TC211.65
W
BUILDING PLATFORM 1 : 2 SLOPES SHALL CONSIST OF LEVEL 1 FILL WITH PLANTING*
1:4
87 (800m²)
280
180
* PLANTING DETAILS TO BE DETERMINED DURING OPW PHASE
183
190
200
S
210
CT232.48
87
TC239.751
3
220
W
230
250
260
270
290
294
300
310
3
S S S S S S S
S
S W
S
S
S S
W
S
S
S S
EARTHWORKS TO BE WHOLLY WITHIN THE SUBJECT SITE (TYP)
TYP TYP
2m WIDE CONCRETE PATH
3%
1:4
4
S
SC
3%
SP179876
S
W
D
S
SC
S
H
SK103
W W W W W A 0.5%
W S
C RELOCATED D4-5 HAZARD BOARD FROM END OF EXISTING ROAD
SC
SK103
S
S
W
W
W
W S
W
W S S S BS S S S S S S S S SK103
H R H
TAKE UP & RELOCATE EXISTING D4-5 W W W W W
SK103 W W W W W W W W TERMINATE WATER MAIN FOR POTENTIAL FUTURE CONNECTION AS PER SEQ CODE
HAZARD BOARD TO END OF NEW
ROAD EXTENSION
W
W W W W
H0.0 H1.3 H1.0 4m WIDE CONCRETE DRIVEWAY AS PER NSC STD DRGS RS-049 & RS-050.
S
W
REFER DRG SK102 FOR SWEPT PATH.
CONNECT TO EXISTING WATER MAIN. EXISTING SEWER HCB (TYP) WATER PROPERTY
R
HYDRANT TO BE RETAINED. USE EXISTING TAPPING CONNECTION (TYP) E
BAND FOR NEW LOT 3 PROPERTY SERVICE. H1.0
W W SK103
S
TURNING FACILITY.
REFER DRG SK102 FOR SWEPT PATH.
R
7 COMBINED RETAINING WALL / BATTER INTERFACE TO OPTIMISE
W
SP324164
88 LOT USAGE AND CONTAIN WORKS WITHIN THE SUBJECT LOT.
S
LOCAL ROAD PER NOOSA COUNCIL PLANNING SCHEME FINAL CONFIGURATION TO BE DETERMINED DURING OPW PHASE.
6m WIDE (K-K) : TYPE M1 K&C
R
PLACE
W
1:100
1:100
1:100
1:100
1:100
NOM
NOM
NOM
NOM
NOM
S
R
W
6 7
MAJESTIC
S
R
88 88
S S
H0.0
2 3 H0.0
4
R
3m WIDE CONC. ACCESS FOR LOT 5
W
89
3m WIDE CONCRETE DRIVEWAY AS
S
PER NSC STD DRGS RS-049 & RS-050
R
89 INTERIM 1.5m STORMWATER EASEMENT (STAGE 1)
89
TO BE EXTINGUISHED IN STAGE 2
ENTRY MANOEUVRE
R
90 EXIT MANOEUVRE
W
S
COMBINED RETAINING WALL / BATTER INTERFACE TO OPTIMISE
J:\2023\23539SD2_33 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\1.RAL\#23539_CI_RAL.dwg
8 LOT USAGE AND CONTAIN WORKS WITHIN THE SUBJECT LOT.
90 SP324164 FINAL CONFIGURATION TO BE DETERMINED DURING OPW PHASE.
NOM
R
1:4
NOM
90
1:4
W
S
H0.0
H1.4
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