220328 - Edwards Street - Civil Engineering

 

LEGEND
iz ‘SUSPENDED SLAB

[7 71]) reinrorceo coNcRETE PAVEMENT
PROPOSED SEWER MANHOLE
EXISTING SEWER MANHOLE
EXISTING SEWER

SEWER MANHOLE NUMBER

 

 

 

 

 

 

 

ON GRADE GULLY PIT

SAG GULLY PIT

600 x 600 FIELD INLET
900 x 600 FIELD INLET
1050 DIA FIELD INLET
STORMWATER LINE
‘STORMWATER HEADWALL
STORMWATER NUMBER
WATER RETICULATION U.P.V.C.
WATER RETICULATION D.LC.L
WATER RETICULATION CONDUIT
| CATE VALVE

@ © | FIRE_HYDRANT

WATER METER

DUAL OUTLET HYDRANT

e ‘SWABBING FIRE HYDRANT
WATER SERVICE FITTING
—T1 —| TELEPHONE

—E —| ELECTRICITY

—z—| EDGE OF BITUMEN

FENCE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AREA OF FILL — AREA OF CUT -

 

NOTE:

THE INVERT LEVEL & LOCATION OF ALL
EXISTING STORMWATER & SEWER
INFRASTRUCTURE SHALL BE CONFIRMED ON
SITE PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION

2 STORMWATER STUB_NO
PROVIDE STUBS AS SHOWN FOR ROOF
AND/OR YARD DRAINAGE CONNECTION.

 

 

 

 

 

 

 

NOTES

1. STORMWATER DRAINAGE SHALL BE IN ACCORDANCE
WITH NOOSA COUNCIL GUIDELINES AND
SPECIFICATIONS.

2. EXISTING SERVICES ARE TO BE LOCATED AND
VERIFIED PRIOR TO COMMENCEMENT OF
CONSTRUCTION.

. INFORMATION CONTAINED IN THIS DRAWING IS
PRELIMINARY ONLY AND SUBJECT TO DETAILED
DESIGN INCLUDING BUT NOT LIMITED TO FINISHED
LEVELS, PIPE SIZES, ALIGNMENTS AND PIT TYPES
AND SIZES.

ar

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1

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1

 

|
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NEATLY SAWCUT
/\ EXISTING AC DRIVEWAY
& REINSTATE VERGE.

 

GARAGE LEVEL

#

LEVEL 1

 

 

— 5 ——s ——s——5

 

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DWELLING 1

FFL 45.09

 

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t \
t GARAGE £ |
FFL 42.35
+

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Kot Tl

Y o
— PROVIDE CUT OFF
v DRAIN AT TOP OF
WALL.

 

 

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- gh PROVIDE SUMP &

 

OUTLETS. 100% OF

LL eowne 2x1000 PVC
SN10_ROOFWATER

SITE ROOFWATER TO
= OUTLETS.

\
|
4 LOCALLY CONCRETE
|
\
|
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|
{
|
‘

ee 8
+

OVER PIPE OUTLETS TO
PROTECT PIPES.

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608! 150

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‘SH
SU" 39.75

DOCUMENT CONTROL

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\

GARAGE LEVEL. LEVEL “,

 

STORMWATER MANAGEMENT PLAN

SCALE 1:100
(a1 size)

o 1

2 3 4 5

+ PIPE CONNECTION TO
LPOD AT BUILD
PHASE BY PLUMBER.

 

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— 5 —— 5s ——s —

 

 

DESIGNED J.M.H

 

 

  

 

oem ly
IH

 

 

03.03.2022

INITIAL ISSUE

DRAWN L.C.B a
J. HILL RPEQ 19831
DATE MARCH 2022

STERA PARTINERSPIY. LID.

 

 

No.

 

 

DATE

 

REVISIONS

CHECKED J
For and onbhat |
FILENAME PRE_Storm.dwg

 

 

‘SUNSHINE COAST

GOLDOOAST

STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS

 

Suite 2, Norval operate Cntr,

WESTERA ._ :eshckers
PARTNERS

BRISBANE
Lovel 2 Limestore,

33 Longland St, Newstead
| sen svesrantses 07 38524008 | 0738804777
ishane@uesterapartners coma.

Level
‘TWelch St, Southport

T 078571693 |F 075571830
E goldcoast Questerapartners com.au.

NORTHERN NSW

suite:
“6 Pear Street, Kingsaitt | eM ISveSIED

T op6674 8047 IF 026674 8049
nswQuesterapattners coma

SURVEYOR DATUM
NCLS ato

PSM 44257
PHONE 0412 603 286 RL_46.587

 

US: BLED OtGONS CRY CONOT SCALE IFA DISCREPANCY APESES CEC WITHTHE

 

JED OUT WITHDUE CARE AND DILIGENCE TO COMPLY WITH THE

 

PROECT PROPOSED RESIDENTIAL DEVELOPMENT

LOT 35 ON RP48113
LOCATION 168 EDWARDS STREET, SUNSHINE BEACH

TITLE STORMWATER MANAGEMENT PLAN
QUENT BEV JENNER CONSTRUCTIONS PTY LTD

DRAWINGSTATUS.

PRELIMINARY N.F.C

 

DRAWINGNUMBER

$22-018-P01

 

 

‘SHEET NUMBER

01 or 01

 

REVISION
A