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241202 TOD Drawing 23539_SK101
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
02.12.2024
LEGEND
EXISTING CONTOURS (0.5m INTERVALS)
ENANT
EXIST
N COV
1:3
84 PROPOSED CONTOURS (0.5m INTERVALS)
1:3
ETATIO
IDE VEG EXISTING KERB & CHANNEL
10m W
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
T
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 BATTER SLOPE MANAGEMENT
W
1:2 < 1 : 4 SLOPES SHALL BE GRASSED
1 : 3 SLOPES SHALL BE PLANTED*
S
6 1 : 2 SLOPES SHALL CONSIST OF LEVEL 1 FILL WITH PLANTING*
F
SP324164 * PLANTING DETAILS TO BE DETERMINED DURING OPW PHASE
W
JOIN NEW FOOTPATH &
ROAD NEATLY TO EXISTING CONNECT TO EXISTING SEWER
S
LOT 8
CT177.313
CT204.384
1:100
NOM
TC211.65
W
BUILDING PLATFORM
1:4
87 (800m²)
280
180
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
A
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
R
HAZARD BOARD TO END OF NEW
ROAD EXTENSION
W
W W W W 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) 1:2 E
W W BAND FOR NEW LOT 3 PROPERTY SERVICE. SK103
S
TURNING FACILITY.
REFER DRG SK102 FOR SWEPT PATH.
R
7
W
88
SP324164
S
LOCAL ROAD PER NOOSA COUNCIL PLANNING SCHEME
6m WIDE (K-K) : TYPE M1 K&C
D 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 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
91
R
LOT 3 LOT 4 LOT 5 LOT 6
PROVIDE DN150 STUB TO THE BOUNDARY TO
1:3* MAX
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Section 2
C
VARIES
W
S
AFFORD #35 PAVILION STREET PROVISION FOR
91
ROOFWATER CONNECTION. FUTURE PIT BY OTHERS.
SK103 LOT 5 ACCESS VEHICLE SWEPT PATH
NOM
NOM
91
1:3
1:3
STANDARDS AUSTRALIA MEDIUM RIGID VEHICLE SCALE 1:200
R
REFER DRAWING 23539-SK102 FOR CONTINUATION
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
'POMONA 33' : RESIDENTIAL DEVELOPMENT ENGINEERING PLAN
ADVANCE COPY SURVEYORS & PLANNERS PSP DEVELOPMENTS P/L
This drawing is subject to
copyright in accordance with
Designed Verified
1 : 250 U.N.O. A1
the agreement between TOD LAND SURVEYING DYNAMICS (LSD)
Consulting Pty Ltd (tc) and tc's
p 0412 666 516 JF DR 33 PAVILION ST, POMONA SHEET 1 OF 2 Drawing Number
client. This drawing shall only
be used for this specific project. e [email protected] Approved RPEQ No RP DESCRIPTION 4 / RP809059 23539-SK101
This drawing shall not be used FOR INFORMATION ONLY w www.landsurveyingdynamics.com Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 LOCAL AUTHORITY
MCU APPROVAL
NOOSA COUNCIL
- HORIZ DATUM MGA 2020 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
'Issued For Construction' in the
revision description.
NOT
Rev
FOR
Date
CONSTRUCTION
Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
ROL APPROVAL
OPW APPROVAL
-
-
VERT DATUM AHD
RL DATUM - MEASUREMENT BAR - INCREMENTS IN mm
02-DEC
2024
Section 3
02.12.2024
RP
OM
1:3 N
RP
1:100 NOM
NEW ROAD
E
NATURAL SURFAC SECTION A
SK101
SK102
RP
1:100 NOM
1 : 3.6
RP
1:100 NOM
NEW ROAD
NATURAL SURFACE
SECTION B
SK101
SK102
6m SETBACK
RP
M
1:4 NO
1:100 NOM
M
1:4 NO
RP
NATURAL
SURFACE SECTION C
SK101
SK102
D4-5
HAZARD BOARD
0.5%
1:4
RP
NATURAL SURFACE
SECTION D
SK101
0.5%
1:100 NOM RETAINING WALL
1: (HEIGHT 0.0-1.3m)
2
RP
RP
J:\2023\23539SD2_33 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\1.RAL\#23539_CI_RAL.dwg
NATURAL SURFACE
NATURAL SURFACE
SECTION E SECTION F
SK101 SK102
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
'POMONA 33' : RESIDENTIAL DEVELOPMENT SITE CROSS SECTIONS
ADVANCE COPY SURVEYORS & PLANNERS PSP DEVELOPMENTS P/L
This drawing is subject to
copyright in accordance with
Designed Verified
1 : 100 U.N.O. A1
the agreement between TOD LAND SURVEYING DYNAMICS (LSD)
Consulting Pty Ltd (tc) and tc's
p 0412 666 516 JF DR 33 PAVILION ST, POMONA Drawing Number
client. This drawing shall only
be used for this specific project. e [email protected] Approved RPEQ No RP DESCRIPTION 4 / RP809059 23539-SK103
This drawing shall not be used FOR INFORMATION ONLY w www.landsurveyingdynamics.com Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 LOCAL AUTHORITY
MCU APPROVAL
NOOSA COUNCIL
- HORIZ DATUM MGA 2020 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
'Issued For Construction' in the
revision description.
NOT
Rev
FOR
Date
CONSTRUCTION
Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
ROL APPROVAL
OPW APPROVAL
-
-
VERT DATUM AHD
RL DATUM - MEASUREMENT BAR - INCREMENTS IN mm
02-DEC
2024