22-0533_H-102-02-Site Plan -Stormwater Drainage · OPW24/0017

100mm

 

 

 

NOTE: DRAWING SHOULD BE PRINTED IN COLOUR | |

 

 

Legend - Drainage

REFER COVER SHEET (H-101) FOR STANDARD ABBREVIATIONS | __

30
IP - TYPE# DENOTES INLET PIT
(REFER COVERS & GRATES SCHEDULE ON SHEETH-101)  L—
TG-# DENOTES TRENCH GRATE
(REFER TRENCH GRATES & COVERS SCHEDULE ON
SHEET H-101) 50
HP DENOTES HIGH POINT IN DRAIN CHANNEL

100mm

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RL 10.100

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

«FFL 10.190
~ = S > 1 |

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| /
pT
| | |
/ - | |
| | \ | |
| Ss _ | |
/ — po 1508 | |
| sw sw sw sw sw | |
i ; : EXISTING SURCHARGE
PA ef | GRATES AT SURFACE
| | 600 x 600 | . | | |
Al} UK 3
KR . { yo \ \ J x EXISTING INFILTRATION AREA |
ly | Ht | | ) J 3 LAYOUT & DIMENSIONS ARE UNKNOWN | | |
uy | \ | bo — <= H
o 150@ OUTLET | | NOT _ SS _———— s Lod
KE INVERT TO BE 200mm (min.) ~ - . — °
”n | BELOW BASE OF CHANNEL \ * a |
oe DRIVEWAY | : 60 (1000) \ $ SS * |
8 \ a
° | LOCATE & CONNECT TO \ \ |
~ FALL NEW EXISTING 1502 STORMWATER DRAIN fo — _____, * a r
ao c CARPORT IN UNDERCROFT BELOW | — OO x |
Sf
| x 150 EXISTING 150@ STORMWATER DRAIN IN UNDERCROFT BELOW ° -——
© —t,—— sw sw sw SW. s\ sw ‘SW sw sw .
TG- TOG 10.825 z | |
| WITH CHANNEL FALLING TO IP-1 “ RL 10.860
GRATE & CHANNEL TO BE INSTALLED IN ACCORDANCE SSS SSeS =
| WITH MANUFACTURERS SPECIFICATIONS ————————~| || 3% U U
8
| +--+ sw] =f sw F-+-4F- 8fh -F-F sul ffs Ff Ft 8h FF sw 4] [ :
HP. q L_ | : b
ABANDON EXISTING NOT REQUIRED EXISTING IP 450 X 450 TO REMAIN
STORMWATER DRAIN & AS A SURCHARGE GRATE
| SEAL CONNECTION TO PIT BELOW NEW SUSPENDED SLAB ——
\
10mm]
SITE PLAN
HYDRAULIC SERVICES
SCALE: 1:50 ATSHEET At
* ARCHITECT \ BUILDING DESIGNER CLIENT HYDRAULIC CONSULTANT PROJECT DESCRIPTION & ADDRESS HYDRAULIC SERVICE SHEET DESCRIPTION
“al JO CASE ARCHITECT CONSULTANTS PDs | DRIVEWAY DRAINAGE TO EXISTING SITE PLAN
47 CORMORANT CRESCENT, © BRISBANE « susHinecoast | RESIDENCE STORMWATER DRAINAGE ISSUED FOR TENDER

 

 

 

P:

E: — [email protected] PROJECT NUMBER

P: — mrp.com.au VERIFIED BY: DATE 22 0 533
06.0224 | CD [ISSUED FOR TENDER/ CONSTRUCTION T 02 [Rp SIMON LYNCH JUN 2024 - Noted Al
29.01.24 | SD [ISSUED AS SCHEMATIC DESIGN T ot T RP JO CASE architect DESIGNER DATE SHEET NUMBER, RESON
ome [sce] oescnerow pene a Bsa nari aan zer@zrom@ —apoe wrt | RICHARD POOLE JUN 2024 H -102 02

 

 

 

 

PEREGIAN BEACH, QLD 4573
P: 0754713097

  

MP

 

A: Unit 1/47 Owen Creek Rd, Forest Glen, QLD.
PO Box 646, Cotton Tree, QLD, 4558.
(07) 5443 1000

38 PLOVER STREET, PEREGIAN BEACH 4573

 

 

 

 

 

 

& CONSTRUCTION

‘SCALE ‘SHEET SIZE

 

 

 

 

 

Omm

 

 

Is 2

e ek fp

Omm

100mm