Original source · versioned page text
17623-C200_[H]
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
LEGEND PP
TCOM
SAIL STREET
@ = PROVIDE LEVEL PAD AT RL 1.5 EX RL 1.530
FOR ELECTRICAL PILLARS WM
JOIN
NEW BOUNDARY EXISTING BOUNDARY NEATLY &
NEW TOP OF EARTHWORKS EXISTING CONTOUR WM SMOOTHLY
TPIT
TO EXISTING
NEW INTERFACE NEW STORMWATER WM
EX RL 1.500
X XXX XX XX XX NEW RETAINING WALL S NEW SEWERAGE DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH NSC STD DRG RS-056.1
LAKE WEYBA DR
NEW CONCRETE DRIVEWAY W NEW WATER REPLACE EXISTING FENCE EXISTING STORMWATER PIPE TO REMAIN
FH
NEW ASPHALT ROAD ALL SETOUT, SECTIONS AND ADDITIONAL DETAILS
S
FREE DRAIN THE LANDSCAPED EDGE TO A
ARE FOUND ON ROADWORKS DETAILS DRAWING
RAISE ROAD LEVEL TO RL1.50 MIN
NEW GRAVEL FIRE TRAIL NEW 300 x 300 HDPE PIT AT THE LOW POINT. ROADSIDE FLOOD HEIGHT GAUGE & DIPSTIK
CONNECT OUTLET PIPE TO THE ADJOINING FLOOD WARNING SYSTEM (INSTALL AS PER
EXISTING TREES ARE NOT SHOWN FOR DRAWING
NEW EARTHWORKS PIPE VIA 150 x 150 TEE. MANUFACTURE RECOMMENDATION)
CLARITY. ARBORIST TO CONFIRM EXISTING TREES
S
CUT FILL
TO BE REMOVED AND TO REMAIN PRIOR TO ANY
21.0m NOM
CLEARING. ROADSIDE FLOOD FREE DRAIN DRIVEWAY
1 2
HEIGHT GAUGE FH
0.50
R15.0
201 201
AND LANDSCAPING
S
WM
R3
PP TOWARDS THE ROAD
R15.0
05
.0
X XX XXX XX XX XXX XX XX XXX XX XX XX XXX XX XX XXX XX WM
1
19 17 15
45°
13 11
150x150
09
PROPOSED RETAINING WALL 07 06
BEND TEE
LOT 1
0.5%
3.5
3.5
3.5
45° 03 01
08 TIE IN NEATLY
5.5
20 18 12 10 DRIVEWAY
R6
PASSING BAY BEND
3.75
4.0
AND
.5
21
7.0
@ SMOOTHLY TO
R18.1
22 16 14 04 02
NEW ASPHALT
.3
1 4.0 1 @
R11
2.0
LEVEL
LE LF
.0
VARIES 1 : 2 (MIN) PR RL 1.500
R2
11.0
0.75
1
MINOR CUT REQUIRED ENDWALL
23 24 (INLET) ENDWALL (OUTLET) IL 0.56
6.0
1:4
TO ACHIEVE
ACCEPTABLE GRADES IL 0.83
NEW 150Ø PVC (SN8) STORMWATER
LA LB (MIN 0.5% LONGITUDINAL GRADE) 1 ON 4
8.0
BATTERS TO
GRADE ROAD BACK TO EXISTING USING VERTICAL REVERSE CURVES NO TANGENT
0.5% EXISTING, AS
21.25
1 : 100 REQUIRED
FIRE TRAIL
1:4 1:3
FOR PR RL 1.43
PAVEMENT
TCOM
LOT 2 DETAILS
REFER
1 : 100
3.5
ROADWORKS
19.0
25 26 DETAILS
1:4
LH BUILDING PAD LG
27 28 LB
5.5 PP
LB
44.7m
0.80
S
30.0 6.0
PASSING BAY
EXIST U/G 35Ø TELSTRA
PR RL 1.22
EXIST U/G 100Ø WATER
110Ø EXIST U/G VACUUM SEWER
1:2
LD BUILDING PAD LC
EXIST O/H POWER
1:4 0.61
EXISTING BUILDING FOOTPRINT
S
29 30
1:4
30.0
S
31 32
1:4
3.5
1:4
LOT 3
S
PR RL 0.99
350dia RCP
NEW 8m GATE FOR FIRE TRAIL ACCESS IL 0.165
0.5% SIGN
S
SHAPE GROUND
PROVIDE A SMOOTH TRANSITION OFF DRIVEWAY TO NATURAL LEVEL NEW 150Ø PVC (SN8) STORMWATER
TO PREVENT PONDING
(MIN 0.5% LONGITUDINAL GRADE)
S
HEADWALL
FIRE TRAIL EASEMENT
1:4
3.5 (OUTLET)
8
0.8
REFER PLAN OF DEVELOPMENT 6.0 IL 0.44 EX RL
0.46
.0
S
11
33 34 SHAPE GROUND JOIN NEATLY
LJ LK
TO OUTLET & SMOOTHLY
45° BEND ROADSIDE FLOOD TO EXISTING
3 HEIGHT GAUGE
201
2m x 2m STORMWATER EASEMENT
8.
0
1
0
6.
8
3.
FIRE TRAIL PROPOSED
R5.0
FILL REQUIRED
4.0
21.0
TO ACHIEVE ACCEPTABLE GRADES TELECOMMUNICATION
0
4.
LOCALLY SHAPE TO DIRECT 1 : 100 1:3 CONNECTION POINT
0.44
FLOWS AWAY FROM FIRE TRAIL FOR LOT 4
1
WARNING POND See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 1 section
Section 2
TO
BE FILLED
J:\2017\17623SD2_4_Lot_Subdivision_at_135_Lake_Weyba_Drive\4.CADD\#ACAD\17623_CIVIL_OPW.dwg
OVERHEAD POWER H
IN VICINITY OF WORKS
FIRE TRAIL EASEMENT
LOT 4
LOOK UP & LIVE
REFER PLAN OF DEVELOPMENT 1:4
DIAL BEFORE LM BUILDING PAD LL
YOU DIG
1:2
5.0
www.1100.com.au IF REQUIRED, STEEPEN BATTER SLIGHTLY 30.0
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
TO ENSURE FILL REMAINS IN PROPERTY 0 2 4 6 8 10m
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION. TCOM
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY WM 0.73 1:200 (A1) 1:400 (A3)
0.70
COPYRIGHT © H 16.05.23 FIRE TRAIL & LOT 3 SWD ADJUSTED (INC EMT) DR Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
G 10.05.22 LAKE WEYBA DR LEVELS & SEWER REDESIGN DR AR DR
This drawing is subject to
copyright in accordance with F 17.03.22 DRIVEWAY RETAINING WALL DR
WA GABARRIN & TO 135 LAKE WEYBA DRIVE ROADWORKS & DRAINAGE PLAN 1 : 200 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's E 22.02.22 MINOR CHANGE APPLICATION 2.0 DR GABARRIN DR DR 4 LOT SUBDIVISION Drawing Number
client. This drawing shall only D 28.01.21 MINOR CHANGE APPLICATION DR
be used for this specific project.
C 08.09.21 RE-ISSUED FOR OPW APPROVAL AR
Approved RPEQ No RP DESCRIPTION LOT1 RP36729 17623-C200
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 22.07.21 RE-ISSUED FOR OPW APPROVAL AR MCU APPROVAL - HORIZ DATUM MGA94 Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 05.05.21 ISSUED FOR OPW APPROVAL AR [email protected] www.todconsulting.com ROL APPROVAL RAL17/0504 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 16.05.23 OPW APPROVAL RL DATUM (PSM 52593) 0.988 MEASUREMENT BAR - INCREMENTS IN mm 4 of 6 H