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191001_05.2_Civil Drwgs
Attached to the e-mail Operational Works Application OPW21/0189 - DA Form 1 Application Driveway crossovers & Stormwater Discharge connection 13-15 Hilton Esplanade Tewantin.
RP BOUNDARY
TRACK IL 1.330
GARAGE
RP BOUNDARY
2.800 HOUSE
TRACK IL 1.370
3%
2.200 BOAT SHED
25% 20%
EXISTING
EXISTING CONCRETE
INVERT 16%
CONCRETE 7%
20% EXISTING ROAD (0.860) 12.5%
INVERT 7%
EXISTING ROAD (0.850) 12.5%
RL 2.050
RL 2.200
RL 0.860
RL 1.048
RL 1.153
RL 1.330
RL 1.330
RL 2.560
RL 0.850
RL 2.350
RL 2.600
RL 2.800
RL 1.038
RL 1.143
RL 1.370
RL 1.370
1.500
1.500 GARAGE 1.500 1.500 1.060 3.640 ROLLOVER
1.500 1.500 1.120 3.920 ROLLOVER 6.340
9.380
0.180 GATE TRACK
16.060
SECTION B: PROPOSED DRIVEWAY PROFILE (BOAT SHED)
SECTION A: PROPOSED DRIVEWAY PROFILE (GARAGE) SCALE 1:50 AT A1
SCALE 1:50 AT A1
1.500 5.000 DRIVEWAY 1.500
MAX MAX
DRIVEWAY LEVEL AT NEW FENCE LOCATION
RL 1.370 MAX
1:4 1:4
EXISTING VERGE LEVEL (NOM RL 1.000)
N12 VERTICAL BARS AT 400 CRS N12 VERTICAL BARS AT 400 CRS
SECTION C: PROPOSED DRIVEWAY SURROUNDS FILLING
SCALE 1:50 AT A1
N12 HORIZONTAL BARS AT 400 CRS N12 HORIZONTAL BARS AT 400 CRS
N16 VERTICAL BARS AT 400 CRS
N16 VERTICAL BARS AT 400 CRS
1600
RL VARIES
2000
STOP TOP MESH
25 DEEP SAW CUT JOINT TO EACH SIDE OF JOINT
Y
EWA COMPACTED FILL BE CREATED WITHIN 8 HOURS
DRIV ILE
F
PRO OF POUR. SEAL JOINT WITH
COLOUR MATCHED
APPROVED SEALANT. SL82 MESH TOP
1.000 MAX
45° LINE EDGE OF HEAVY
RL 1.370 AT GARAGE ROLLER COMPACTION
RL 1.330 AT BOAT HOUSE
330 (BOAT SHED)
370 (GARAGE)
5 N12 HORIZONTAL BARS POLYTHENE MEMBRANE ADDITIONAL LOWER LAYER OF
400
TOP AND BOTTOM OVER SAND BEDDING SL82 MESH, 800 WIDE. CUT
45° EVERY ALTERNATE WIRE AT
EXISTING EXISTING JOINT LOCATION. MARK
GROUND GROUND LOCATION ON FORMWORK.
LEVEL LEVEL
RL 1.000
200 800 200 CLEAN-OUT BLOCK CONTROL JOINT CJ1
(NO BISCUIT) 1:? UNREDUCED AT A3
400
CL CL 1:? UNREDUCED AT A1
1200
J:\2019\19630bd2_New_Residence_13_and_15_Hilton_Esp_Noosa\4.CADD\#ACAD\19630_CIVIL.dwg
1200
N12 BARS AT 400 CRS. PROVIDE
EXTRA EACH SIDE OF PILES AT
2 x Ø150 HARDWOOD PILES AT 3500 CRS MAX - POINCIANA TREE ONLY.
DESIGNED, INSTALLED AND CERTIFIED BY PILING
CONTRACTOR FOR SAFE WORKING LOAD (7 TONNES)
SECTION D: RETAINING WALL AT DRIVEWAY GATE SECTION E: TYPICAL RETAINING WALL DETAIL
SCALE 1:10 AT A1 SCALE 1:10 AT A1
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JC JF
This drawing is subject to
copyright in accordance with P & R TAYLOR TAYLOR RESIDENCE SECTIONS AND DETAILS AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's JF DR 13-15 HILTON ESPLANADE, TEWANTIN Drawing Number
client. This drawing shall only
be used for this specific project.
C 27.08.20 ISSUED FOR APPROVAL DR
Approved RPEQ No RP DESCRIPTION 19630-C101
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA COUNCIL
B 14.07.20 ISSUED FOR APPROVAL DR MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 02.03.20 ISSUED FOR APPROVAL JC [email protected] www.todconsulting.com ROL APPROVAL VERT DATUM
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 27.08.20 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 4 of 4 C
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