Original source · versioned page text
22-05-23 Operational Management and Maintenance Plan_Issue A
Plans and drawings: the text below has words only, no drawings.
Original PDF page 9, section 1. The text section number identifies this passage in the reader.
2N12 TRIMMERS
x 1500 LONG
NOMINAL FACE
EACH FACE TOP
OF KERB
600
LINE OF PIT
CUT BACK EXISTING
SAWCUT
PAVEMENT 300mm MIN.
TYPICAL.
AC
BASE COURSE
1300 MIN.
SUBBASE COURSE TYPE SM2 SEMI-MOUNTABLE KERB ONLY 150Ø MIN.
LOWER SUBBASE COURSE 2N12 HOOP
REFER NSC STD DWG. RS-080 FOR DETAILS GALVANISED
BARS TO
BOLLARD
MANHOLE
EXISTING PAVEMENT POWDERCOAT MANHOLE
SAFETY YELLOW
NEW PAVEMENT TO EXISTING PAVEMENT JOINT
NOTE: REFER TO PAVEMENT PROFILE FOR LAYER THICKNESS EDGE OF PAVEMENT
N.T.S. DESIGN LEVELS
TRIMMER DETAIL
150 MIN.
PAVEMENT
600
AS SPECIFIED
TYPE B1 BARRIER KERB AND CHANNEL ONLY
REFER NSC STD DWG. RS-080 FOR DETAILS 4 M16 CHEMICAL ANCHORS
250 MIN. EMBEDMENT
MASS CONCRETE FOOTING
PROPERTY BDY
600
100mm TOPSOIL AND EDGE OF PAVEMENT
TURF FULL WIDTH OF DESIGN LEVELS
SWALE TYPICAL BOLLARD DETAIL
NATURAL SURFACE
N.T.S.
MIN.
0.25
1 1
4 4 TYPE ER1 FLUSH KERB ONLY
100
REFER NSC STD DWG. RS-080 FOR DETAILS GUARD-RAIL
PROVIDE ADEQUATE
NOMINAL FACE
FALLS TO OUTLET 1650±50 150
OF KERB
TYPICAL SWALE DRAIN DETAIL FIRST WIRE OF FABRIC
TYPICAL WHEEL STOP DETAIL
N.T.S.
180
N.T.S.
300
EDGE OF PAVEMENT SET OUT TO BE IN ACCORDANCE WITH AS2890
DESIGN LEVELS COMPACTED BACKFILL CAR PARK
700
DENOTES SETOUT POINT
TYPE B2 BARRIER KERB ONLY 200 DEEP LIFT
N16-300, VERTICAL
REFER NSC STD DWG. RS-080 FOR DETAILS ASPHALT PAVEMENT
N16-300, HORIZONTAL 300
N.T.S.
300
ECES - EXTERNAL CONCRETE
PROPERTY BDY
EDGE STRIP DETAIL
450 450
1N12 CONTINUOUS
110 50
1
N12-300 'L' BARS.
REFER
TYPICAL RC PAVEMENT TO AC PAVEMENT
PLAN
50 WALL INCLINE 190 300 LEG. TYPICAL.
55 COVER
150
JUNCTION C.A.J
150 N.T.S.
COMPACTED FREE
REFER
DRAINING GRAVEL
PLAN
N16-400
FIRST WIRE OF FABRIC
300
N12-400 100Ø AGG LINE WITH
ADEQUATE FALLS TO
'H'
300
CLEAN OUT OUTLET 300
D 07.06.23 FOR APPROVAL DG LS
700 LAP
BLOCK INSTALL STRIP DRAIN
40 BACK OF RETAINING
C 09.05.23 FOR APPROVAL DG LS
WALL
TYPICAL BARRIER KERB DETAIL 300
B 21.04.23 BA ISSUE DG LS
SL72
PATH (CONCRETE PAVEMENT) A 06.04.23 PRELIMINARY ISSUE BT LS
N.T.S. TYPICAL CONCRETE EDGE
250
ISSUE DATE AMENDMENT BY APP
N16-300 DOWELL
STRIP DETAIL COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
N12-300 N16-400 N.T.S. CONSULTING PTY LIMITED 2018 ©
JOINT (600 LONG)
'B'
TOOLED EDGES
WALL HEIGHT BASE WIDTH 10 WIDE x 15 DEEP RECESS R3 ABN: 39 062 191 799 P: 61 7 3335 4555
'H' 'B' DESIGN PARAMETERS WITH APPROVED SEALANT. 39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
PROVIDE TOOL JOINTS IN
SURCHARGE LOADING - 5kPa
800 600 PAINT BASE OF RECESS FIRST WIRE OF FABRIC TOPPING TO MATCH BASE CLIENT:
150 MAX
SLOPE OF BACKFILL - LEVEL
WITH BOND BREAKER. SLAB JOINT LOCATIONS
NOT FOR CONSTRUCTION
1000 700 ALLOWABLE BEARING AT BASE - 150kPa
1200 800 BACKFILL SOIL DENSITY - 1.8 TONNE/m³
SL72 MESH TRIDENT GROUP HOLDINGS PTY LTD
EXIST. SLAB
Ka - 0.33
EQ HOFMANN DRIVE
EQ
NOOSA HEALTH PRECINCT
RETAINING WALL DETAIL HOFMANN DRIVE, NOOSAVILLE
PAINT SURFACE WITH DRILL AND EPOXY GROUT N16-300
BONDBREAKER GALVANISED DOWELS (600 LONG) QLD 4566
150 INTO EXISTING SLAB.
E.C.J. (1) CIVIL WORKS DETAILS
DRILL 100 AND EPOXY
TYPICAL PROPOSED SLAB TO N12-400 'L' BAR PINS TO SLAB
EXISTING SLAB JOINT DETAIL - EXSJD MEDIAN ON EXISTING CONSULTANT: MPN CONSULTING PTY LTD DESIGN: BT DRAWN: BT SCALES: AS SHOWN
CHKD: LS APPRD: LS DATE: APR '23
EXISTING SLAB TO BE REMOVED AT AN EXISTING JOINT. CONTACT: LACHLAN STEPHENSON
JOINT SEALANT TO BE INSPECTED ANNUALLY OVER THE SLAB (RPEQ 16903) mpn JOB DRAWING No. REV
LIFE OF THE PAVEMENT AND RE-SEALED AS REQUIRED. N.T.S TELEPHONE: (07) 3335 4595
7700 CP.2.01 D
DATE 06.04.23
FOR APPROVAL
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