06/1168 - Change a Development Approval [As Published] · 132006.1168.02

 

BATTER 10

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Lg

eR FELD

 

 

 

 

 

 

 

 

SENIOR FIELD BUFFER

 

 

KERB AND CHANNEL

 

= 170

1 SIZE/CLASS OF PIPE DOWNSTREAM OF PIT

2 RAISE INVERT IF NECESSARY TQ ENSURE MIN PIPE

GRADE TO EXISTING PIT
a SLB1 REINFORCING MESH TO BE CENTRALLY PLACED

iN WALLS OF PIT, REFER OTMR STD ORG 1312
4 POSTS, RAWLS AND FITTINGS SHALL BE HOT DIP

 

44b
CRITERIUM TRACK
5.8 ' S.6 : 5.4 sg__ CARPARK 54 \ 5.4 5.8 , 54 5.1 ___ SENIOR
CIRCULATING LANE PARKING BAY PARKING BAY CIRCULATING LANE PARKING BAY PARKING BAY CIRCULATING LANE PARKING BAY WALKWAY + SOCCER FIELD
_ | 6% 2% ah% —
- cx
sa 2 COAT SEAL TUBULAR STEEL FENCE TYPE 1-As,
100mm BASE REFER IPWEAQ DRG NO. G-046
CARPARK GRADES (WITH FUTURE LAYOUT) 150mm SUBBASE
{4 SECTION
cow J Scate 1: 100
TUBULAR STEEL FENCE TYPE 1-A4,
TUBULAR STEEL FENCE TYPE 1 STORMWATER LINE 1 SETOUT TABLE
SENIOR SOCCER FIELO 5.0 30 JUNIOR SOCCER FIELD Pit | EASTING | NORTHING |sizE/cLASS1] GRADE | SURFACE LEVEL | INVERT LeveL | TYPE
ZeNOR FIELD BUFFER og UNO FIELD BUFFER 11 [509260.810]7078769.968| 375 RCP (Z| 1% 19.700 18.7002 ANTI PONDING PIT, REFER PWEAQ ORG SEQ D-068
| 2/1 |509274.152|7078767.904 : . 19.660 EXIST 600X600 TYPE 2 FIELO INLET, REFER IPWEAG DRG SEQ 0-050
1 Ie me —— 1
STORMWATER LINE 2 SETOUT TABLE
ns eve prt FINISHED SURFACE AT SWALE RIDGE pit | EASTING | NORTHING |SIZE/CLASSs| GRADE | SURFACE LEVEL } INVERT LEVEL | TYPE
VC PIP
$00x600 TYPE 1 FIELD INLET 172 |509301.831|7078706.337} 375 RCP [21] 1% 19.622 18.655 900x900 TYPE 2 FIELD INLET, REFER IPWEAQ ORG SEQ 0-050
(GY SECTION 272 |509293.683|7078733.802| 375 RCP (2 | 2% 19.620 16.893 | 900x900 TYPE 2 FIELD INLET, REFER IPWEAO ORG SEQ 0-050
\uoae J Sea #50 3/2 |509262.417| 7076731.017 : - - 16.265 PRECAST HEAOWALL AND APRON
STORMWATER LINE 3 SETOUT TABLE
PIT EASTING | NORTHING | SIZE/CLASS:{ GRADE | SURFACE LEVEL | INVERT LEVEL | TYPE
1 v3 [509284.747]7078636.683| 375 RCP 21] 1% 19.580 18.700 SAG KERB INLET, KERB IN LINE TYPE °S', REFER PWEAO SEQ 0-060
ho 5.0 10 5.0 __ SENIOR FIELD
SENIOR FievD BUFFER 273 [509270.985|7078658.253| 450 RCP 12)| 0.5% 19.580 16.864 SAG KERB INLET, KERB IN LINE TYPE ‘S', REFER IPWEAQ SEQ 0-0603
373 |509246.207| 7076689.21| 450 ACP 12)| 0.5% 17.500 16.600 600x600 TYPE 1 FIELD INLET, REFER IPWEAQ ORG SEQ 0-050
4/3. |509264.306|7078708.662 : 5 - 16.502 PRECAST HEADWALL AND APRON
_—o ya tae —
=} —— 70
SPECTATOR BUND is STORMWATER LINE & SETOUT TABLE
FINISHED SURFACE AT CLUBHOUSE KERB pit | EASTING | NORTHING |SiZE/CLASS1| GRADE | SURFACE LEVEL | INVERT LEVEL | TYPE
AND CHANNEL. PROVIDE OVERFLOW ve it m v u 20.287 19.837 600X600 TYPE 1 FIELO INLET, REFER IPWEAQ ORG SEQ 0-050
(F-\ SECTION SWALE AT 0.5% FROM CLUBHOUSE 509347,093] 7076677.171| | 225 PVE | 0.t% - 9.83 .
(cnc J Scale 150 274 |509362.177|7078653.462| 225 Pvc | 0.4% 20.287 19.696 600X600 TYPE 1 FIELD INLET. REFER IPWEAQ ORG SEQ 0-050
374 [509376.871|7076630.929] 225 pve | 0.6% 20.287 19.557 600X600 TYPE 1 FIELD INLET, REFER IPWEAQ ORG SEQ 0-050
474 |509391.448|7078600.657| 225 PVC | 0.6% 20.287 19.407 600X600 TYPE 1 FIELO INLET, REFER PWEAQ ORG SEQ 0-050
574 |509385,475|7076S88.436| : : - 19.322 PRECAST HEADWALL AND APRON
STORMWATER LINE S SETOUT TABLE
pit | EASTING | NORTHING |siZe/CLASS:1] GRADE | SURFACE LeveL | INVERT LEVEL | TYPE
FUTURE CLUBHOUSE TUBULAR STEEL FENCE TYPE 1-As, REFER IPWEAQ DRG NO. 5 |509287.376[7078743.737] 450 RCP [21] &.85% - 17.276 PRECAST HEAOWALL AND APRON
G-044, PROVIDE OPENINGS WHERE DIRECTED FOR ACCESS 278 }509263.108| 7078761.213 : - - 16.093 PRECAST HEADWALL AND APRON
FUTURE VIEWING AREA .
45 5.0 1 SENIOR FIELO

PRELIMINARY
NOT FOR CONSTRUCTION

 

 

Gp CUENTS | PEOPLE [PERFORMANCE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TYPE 81 LEN SECTION GALVANISED , sunwas
(cone 7 SCALE 1:50 3 ' oan tos eee ope noon
eer | Eater cae ee arco
Scale 1:50 @A1 ‘
SETOUT POINT SETOUT POINT 0 2 4 6m Orewn 8 JOHKSON
PSM No STN99577 A . Dreting RATAA
(AHO)RL | RL.24,294 DRAINAGE PIT SETOUT DETAIL Scale 1-100 @A1 sen Ezz
SURVEYED | SCRC NOT TO SCALE a vf %
E
a TRANSPORT # ENGINEERING SERVICES EENIE CREEK RD - NOOSA HEADS
Al c ( ) Sunshine Coast sisraween srorts precinct - EARTHWORKS CONTRACT
8 PROJECT REVIEW Nambour Office
A ENG. CERTIFICATION Locked Come’ ct Bury Strost & Currie Street, Nambour. 560 Regional Council TYPICAL SECTIONS AND
Ry DATE REVISIONS REC. APPR. | RPEQNo.| 8681 (Bran Pesbies) SNamtoUr ph{OT) SATS SSO1  fax(O7) S441 5350. STORMWATER SETOUT TABLE —_-