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Original PDF page 37, section 1. The text section number identifies this passage in the reader.
MAJESTI
REFER DRAWING 23539-SK101 FOR CONTINUATION
2 3 4 6 7
R
3m WIDE CONC. ACCESS FOR LOT 5
W
89
LEGEND
S
EXISTING CONTOURS (0.5m INTERVALS)
R
89 INTERIM 1.5m STORMWATER EASEMENT (STAGE 1) PROPOSED CONTOURS (0.5m INTERVALS)
89
TO BE EXTINGUISHED IN STAGE 2
EXISTING KERB & CHANNEL
EXISTING DRAINAGE
R
90 S EXISTING SEWER
W
S
COMBINED RETAINING WALL / BATTER INTERFACE TO OPTIMISE W EXISTING WATER
8 LOT USAGE AND CONTAIN WORKS WITHIN THE SUBJECT LOT.
PROPOSED KERB & CHANNEL
90 SP324164 FINAL CONFIGURATION TO BE DETERMINED DURING OPW PHASE.
NOM
R
PROPOSED STORMWATER DRAINAGE
1:4
NOM
90
1:4
W
S
R PROPOSED ROOFWATER DRAINAGE
H0.0
H1.4
S PROPOSED SEWER
91 W PROPOSED WATER
R
PROVIDE DN150 STUB TO THE BOUNDARY TO
1:3* MAX
PROPOSED TOP OF BATTER
VARIES
W
S
AFFORD #35 PAVILION STREET PROVISION FOR
91 PROPOSED TOE OF BATTER
ROOFWATER CONNECTION. FUTURE PIT BY OTHERS.
NOM
NOM
91
1:3
1:3
PROPOSED RETAINING WALL
R
W H1.0 PROPOSED RETAINING WALL HEIGHT
S
92 PROPOSED ROAD PAVEMENT
SC H0.0
R R H1.3 PROPOSED CONCRETE PATHWAY
SC R
R
R PROPOSED CONCRETE DRIVEWAY
S 92 S S S S S
92 S PROPOSED EARTHWORKS
W
VARIES CUT FILL
R
S
93 1:7 MAX
STAGING
W
R
93 STAGE 1 : LOT 1
S
93
H0.0 STAGE 2 : LOTS 2-7 & 601
H0.0 STAGE 3 : LOT 8
1:100
NOM
W
R
BATTER SLOPE MANAGEMENT
5
94
S
EXISTING (#35)
VARIES < 1 : 4 SLOPES SHALL BE GRASSED
DWELLING TO 3
R
W
94
94
BE RETAINED
1:4 MAX
RP809059 1 : 3 SLOPES SHALL BE PLANTED*
1 : 2 SLOPES SHALL CONSIST OF LEVEL 1 FILL WITH PLANTING*
1
S
9 * PLANTING DETAILS TO BE DETERMINED DURING OPW PHASE
R
SP324164
W
95
S H1.3
R
95 95
2
W
NOM
1:3
LOT 5 RP864877
EXISTING SEWER AND WATER
S
H0.0
R
CONNECTIONS SERVICING LOT 1
TO BE RETAINED
W
96
PLACE
7m
R
S
96 96
2
W
S S S S S
ENTRY MANOEUVRE 3
MAJESTIC
PROVIDE DN150 STUB TO THE BOUNDARY TO AFFORD
#29 & #31 PAVILION ST PROVISION FOR ROOFWATER EXIT MANOEUVRE
CONNECTION. FUTURE PITS BY OTHERS.
W
97 97
W
1
LOT 6 LOT 7
EXISTING ACCESS TO LOT 1 TO BE RETAINED
W
LOT 1 ACCESS VEHICLE SWEPT PATH LOT 7 ACCESS VEHICLE SWEPT PATH
(#29) (#31) STANDARDS AUSTRALIA B99 VEHICLE SCALE 1:200 STANDARDS AUSTRALIA B99 VEHICLE (FWD-IN : REV-OUT) SCALE 1:200
EMT A RP809059
98 98 6 5
W
(#27A) RP809059 RP809059
1 (#37)
RP189023 2 1 4 3
RP809059 RP154922 2
RP864877 RP864877
W
CONSTRUCT 4m x 0.9m CONCRETE
BIN PAD IN FAVOUR OF LOTS 6 & 7
W
99 99
1
W
3
J:\2023\23539SD2_33 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\1.RAL\#23539_CI_RAL.dwg
W
100 100
LOT 4 LOT 5 LOT 6 LOT 7
PAVILION STREET
TURNING FACILITY VEHICLE SWEPT PATH
STANDARDS AUSTRALIA MEDIUM RIGID VEHICLE (3-POINT TURN) SCALE 1:200
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
SURVEYORS & PLANNERS PSP DEVELOPMENTS P/L 'POMONA 33' : RESIDENTIAL DEVELOPMENT ENGINEERING PLAN 1 : 250 U.N.O. A1
the agreement between TOD LAND SURVEYING DYNAMICS (LSD) Designed Verified
Consulting Pty Ltd (tc) and tc's
p 0412 666 516 JF DR 33 PAVILION ST, POMONA SHEET 2 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-SK102
This drawing shall not be used w www.landsurveyingdynamics.com Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 LOCAL AUTHORITY NOOSA COUNCIL
B 06.10.23 RAL23/0013 IR RESPONSE JF MCU APPROVAL - 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
A 18.07.23 ORIGINAL ISSUE JF [email protected] www.todconsulting.com ROL APPROVAL - VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 OPW APPROVAL - RL DATUM - MEASUREMENT BAR - INCREMENTS IN mm B
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