OPW14/0362 Operational Works for reconstruction of stormwater pit

 

 

 

 

 

 

 

EXISTING SIGN —

 

EXISTING CARPARK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   

 

 

 

 

 

 

 

 

 

 

% EXISTING CARPARK -
EXISTING LIGHT POLE —! *S |__10 REMAN _ -
$
NOOSA PARADE
T- EKISTING PILLAR BOX
LOCALITY
ey EXISTING BLOCKWALL SITE PLAN SCALE: NTIS 5
8 & £ & 2
LJ
A SCALE 1:200 (A3)
125mm THICK CONCRETE $172,
() 40 TOP COVER, MPa 32.
=,
e PROPOSED. EXISTING TO. REMAIN
a 3 | |
g 0.475m 0.475m 1.25m : 1.20m : 0.65m / S
g 2 CONCRETE FOOTPATH 3”
SAW CUT EXISTING CONCRETE & we aa
ss v > ———
ise v —_
EASTING FOOTPATH |= 5 SEN a RERACES ¢ — BASTING FAL 2 ae
5 se 1 in 6 WAX | —
ROAD gs Ss -
7 Ve be scaces sal
a DRIVEWAY. CROSSOVER CONSTRUCTION &
YONT TO EXSTING = SECTION A-A
EXISTING STORMWATER PN PROPOSED 600x900 (OGiEA * 2 SCALE 1:25 (A3)
LUNTEL TO BE REMOVED VEE GRATE OVER
EXISTING PIT
| — ex Ib 1.17
_T|
PROPOSED 600x900 MESH
VEE GRATE OVER
A EXISTING PIT hee > ‘
EXISTING CARPARK
_ Wm oe
NOOSA P, IE
SL72 MESH DANLEY CF JOINT SYSTEM SL72 MESH SAW CUT SLAB 3W x 30D
40 TOP COVER TO MANUFACTURERS. SPECIFICATIONS -
ERS SEC 40 TOP COVER ee
PIT DETAIL ej { 4 + | a
SENSO) BE nese en nnectanas--5Q 000000000 Pad al }---t---— 1 —--------4
= = _ =
50 COMPACTED BEDDING
LEGEND WITH WATER PROOF mJ
50 COMPACTED BEDDING SAND — DOWELS SOCKETS 50 COMPACTED BEDDING SAND MEMBRANE OVER CUT OUT. EVERY SECOND)
A WIRE DIRECTLY UNDER JOINT
APPROXATE AREA OF WoRKS WITH WATERPROOF MEMBRANE OVER TO WAN. SPEC. WITH WATERPROOF MEMBRANE OVER Ce ere Ae LY:
TYPICAL PAVEMENT DETAIL CONSTRUCTION JOINT - CJ SAWN JOINT - SJ
SCALE Al = 1:10 SCALE AL = 1:10 SCALE AI - 1:10
NOTE: SCALE A3 - 1:20 SCALE AS - 1:20 SCALE AS - 1:20
REFER TO STD DWG SEQ R-O65 FOR DETALS : :
Check all dimensions before commencement of work.
TNE Re CNET Or, TE CONTctOR WALKWAY SLAB DETAILS Check Ste toundary dimensions tom the Te pos
Check Buil Boundary by set out.
CONFIRM THE LOCATION OF ALL EXISTING SERVICES See ie tan, een We
PRIOR TO THE COMMENCEMENT OF EXCAVATION ihe bealbny sell eed uae of ermal onions
services are to be confirmed ond protected on site by the]
LD.) contractor prior to commencement of works.
Approved ;
= Kl Consulting Civil & [Drawing title - Site - ject: .
Checked ~ K.EC ng Project - STORMWATER PIT IN Project : 141720 Sheet No. Cot
Design - JB Drawn = SK a Structural nginees_| KEW COVEY bn erence pts STORMWATER PIT DRIVEWAY 8 NOOSA PARADE, Digital Ref : sTommmrx Pr ews Igsue : AA
Scales - AS SHOWN Date - NOV 2014 COVEY Project Management] 124 puporTH AVENUE Ph (07 771. RECONSTRUCTION Client - Mr TERRY ELL NOOSA This Document is copyright and shall not be copied
[05-10-14] APPROVAL ISSUE sx | ASSOCIATES PTY LTD & Planning COO Rone ana (07) 5443 7577 without written approval, nor shall it be used except
Document Stage - APPROVAL |r ag a as NUEDOCINDORE GLO (S88 for the Development andthe Sit Specified.)
0:\QJOBS\ 14\ 141720\ dwg covey\ Operational Works\Uncontrolled\ STORMWATER PIT DETAILS.dwg