Engineering · OPW22/0295

 

DRAWING SIZE — At

 

Level Datum AHD

 

HEIGHT DATUM
LOT 2 & 3 ON MCH3881

Level Origin PM 105735, RL 4.577 H
Gympie Tce, Noosaville

Survey information provided by | !
Max Watterson & Associates

 

 

 

 

LEGEND
4180 EXISTING SURFACE SPOT LEVELS.
__--77 INDICATES PROPOSED SURFACE
\o07 CONTOURS AND LEVELS TO AHD.
Fay INDICATES DIRECTION OF FALL
a TO FINISHED GROUND SURFACE.
SL. 12.50 INDICATES SURFACE LEVEL (S.L.) AND INVERT
IL. 12.00 LEVEL (I.L.) OF ADJACENT STORMWATER PIT

 

 

 

L
L_]

 

DRIVEWAY SLAB/PAVEMENT. REFER TO NOTES
AND DETAILS ON DRG. OW4.1 FOR THICKNESS

AND REINFORCING.

LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.

600Sq IPWEA TYPE 2A FIELD INLETS,
PRE-CAST CONCRETE WITH HEAVY DUTY

GRATE WHERE INSTALLED IN PAVED
AREAS.

 

450Sq STORMWATER JUNCTION BOX,
PRE-CAST CONCRETE. AND SEALED
LID. REFER TP DETAIL ON DRG. SW1.2

[x] cr2

400Sq GRATED FIELD INLETS, POLY AND LIGHT
DUTY GRATE WHER IN LANDSCAPE AREAS.

Ej cP3

(RCS)

Fe

ROOF WATER CONNECTION, REFER
HYDRAULIC CONSULANT FOR
INTERNAL DRAINAGE DETAILS,
TYPICAL.

GD-150 150(W) GRATED DRAIN WITH HEAVY

DUTY GRATE.

EF INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

w———— INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

ee INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES STORMWATER DRAIN EXISTING

— SW/EX AS NOTED

INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE

 

 

Sw

INDICATES POSITION OF CONCRETE
SLEEPER RETAINING WALL TO
STRUCTURAL ENGINERS DETAIL.

oe RW

 

www.dialbeforeyoudig.com.au

SAY DIAL 1100

‘Wy BEFORE YOU DIG

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a *
——— .
+ SS
~ —~ CHAPLAIN PARK
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FALL|LANDSCAPED AREAS TO r T \ S
FORMED FLOW PATHS TO DIVERT \ S] ¢P3 CP3
RUNOFF TO GRATED INLETS 1 in ————" | \ | FALL LANDSCAPED AREAS TO
100 WIN FALL. ALLOW FOR Ni | FORMED FLOW PATHS 10 DIVERT
OVERFLOW TO COUNCIL PARK AT a, d | RUNOFF TO GRATED INLETS 1 in
REAR] TYPICAL | GROUND ROUND \ | GROUND GROUND i 100 MIN FALL. ALLOW FOR
gt FFL 2.700 FFL 2.700 ‘oo | ch Qs FFL 2.700 FFL 2.700 2 OVERFLOW TO COUNCIL PARK AT
16 \AN \@e] 2a on REAR. TYPICAL
= 3) S q 3 |) a3 \ \ =
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| ADL a 1 |
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= 1 6P5 von RESIDENTIAL N von’ © Li [oP3 OD | RESIDENTIAL voip GP3
! DEVELOPMENT VELOPMENT *
| | |
«& NN . a j
go = i
O ’ J 2 S
J H hr ; \ &
2 oH aia >
ai GARAGE SARAGE | GARAGE GARAGE 13
ef FFL 2.200 No AL 2 - FFL 2.200 \ FFL 2.200 i
Pa)
8a \ oO 2 re| oO = |
z ® \ a & \
' SIs] i fis
r 7B m3 i b
€ = = REFER TO HYDRAULICS
i fe . DRIVEWAY F CONSULTANT FOR INTERNAL
2 rg. OW4.T & DRAINAGE
bp .. OW4.2 FOR DETAILS, m
CONFIRM EXISTING SERVICES LOCATIONS Ce: tio to RCSD SS
& LEVELS BEFORE ANY EARTHWORKS a 6D-150 ~S ~~ . L_ 2250 uPVC —_
ARE CARRIED OUT. REPORT ANY oN S| al : =a a SW} G wy
DISCREPANCIES TO THIS FIRM. —— : 1506 uPVC af —— 2 ——
LL EH a 3 a .
- See EL NEW 1.8m WDE FOOTPATH “{36 ep EX S708 Re
i OS ; 6 ol on 3G , w= JS |L: 0.00 (APPROX.)
2/125x75x4.0 RHS (GALV.) at i ot, A. : L i é DS |.L: UNKNOWN
LAID AT 1 in 100 MIN. INSTALL TO SS SG ABE CUT aT (ASSET ID 1034208)
NEW KERB ADAPTORS IN = my " _
ACCORDANCE WITH COUNCIL STD = gpob—— nn  LINEMARKING OO

DETAIL RS—081 & MAKE
FOOTPATH GOOD. TYPICAL.

DRIVEWAY PAVEMENT. REFER
DRIVEWAY & ACCESS PLAN

 

/ FOR REINFORCING.

=o

Soa

 

 

300mm MIN THK COMPACTED

 

 

DRAINAGE PIPE SIZES ——
AS NOTED.

APPROVED COMPACTED
BEDDING SAND.

 

 

GRANULAR MATERIAL UNDER SLAB.
TRAFFICABLE AREAS

©@— MIN 98% FIELD DENSITY THROUGH
BACKFILL DEPTH. D>900mm
NON-TRAFFICALBE AREAS
COMPACT IN 150mm LAYERS D>400mm

 

 

 

/- \SW PIPE TRENCH/PIPE BEDDING & BACKFILLING

 

\{_/ UNDER PAVEMENT TYPICAL SECTION

GYMPIE

TERRACE

LINE MARKING eo _
| AEX. STORMWATER PIT
SL: 1.05

 

 

BUILDER TO CONFIRM EXISTING
STORMWATER PIT LEVELS PRIOR 10
COMMENCING WORKS, REPORT ANY
DISCREPANCIES TO THIS FIRM

 

 

SITE PLAN — SITE STORMWATER MANAGEMENT

Scale 1: 200

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL

SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE

 

 

ALL STORMWATER

PIPES TO BE LAID AT
1:100 MIN. UNO.

 

ILL: 0.00 (APPROX.)
(ASSET ID 1003814)

 

 

FINISHED SITE DRAINAGE IN
ACCORDANCE WITH HYDRAULICS
CONSULTANTS DOCUMENTATION.

ROOF DRAINAGE:
ALL GUTTERS AND DOWNPIPES TO

 

COMPLY WITH BCA VOLUME 2 PART

 

3.5.3

 

KE

EX. SWPT EXISTING STORMWATER PIT

EX. SMH
EX. SCP
E.0.B.
K&Cc
NS.L.
F.H.

TP

EP.
KERB
RCEW
S.V
W.M

   
   

LANDSCAPING

ROOF RUNOFF

EXISTING SEWER MANHOLE
EXISTING SEWER CONNECTION POINT
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL

FIRE HYDRANT

TELSTRA PIT

ELECTRICAL PILLAR

EXISTING KERBING

REINFORCED CONCRETE END WALL
STOP VALVE

WATER METER

RAINFALL

DRIVEWAY

ZX

TO GROUNDWATER

ON-SITE STORMWATER

PITS, GRATED DRAINS
& JUNCTION BOXES.

RUNOFF TO COUNCIL
INFRASTRUCTURE

WATER CYCLE DIAGRAMATIC

CONSTRUCTION NOTES

GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN MILLIMETRES

3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM

THE ARCHITECTURAL DRAWINGS.

4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND

THE ARCHITECTURAL DRAWINGS ARE TO BE REFERRED

TO THE ENGINEER IMMEDIATELY.

5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL

EXISTING SERVICES WITHIN AND ADJACENT THE

ALLOTMENT AND SHALL ENSURE THAT ALL NEW WORKS

ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL

DEPTH LINE DIAGRAM.

HYDRAULICS

1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY.

REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF

FIXTURES.

2. ALL SANITARY HYDRAULICS AND WATER RETICULATION

WITHIN THE ALLOTMENT BOUNDARY TO BE IN

ACCORDANCE WITH AS3500.

3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS

OF AUTHORITIES HAVING JURISDICTION, AFTER OBTAINING

ALL NECESSARY PERMITS AND APPROVALS.

4. THE CONTRACTOR IS TO CONFIRM THE POSITION OF

ALL EXISTING SERVICES AS INDICATED ON THESE AND

ASSOCIATED PLANS PRIOR TO THE COMMENCING OF

WORK.

5. STORMWATER DRAINAGE PIPES SHALL BE CLASS SH

UPVC OR RUBBER RING JOINTED REINFORCED CONCRETE

PIPE LAID AT A MINIMUM GRADE OF 1 IN 100 U.N.O.

JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH

THE MANUFACTURERS REQUIREMENTS.

6. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A

MINIMUM GRADE OF 1 IN 60.

7. WATER SUPPLY PIPEWORK BELOW GROUND IS TO BE ;
63MM DIAM. OR LESS — HIGH DENSITY TYPE 50
CLASS 12 POLYETHYLENE

8. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY

PIPEWORK TO BE TYPE B COPPER.

9. WATER SERVICES ARE NOT PERMITTED IN GROUND

SLABS AND ALL JOINS AND CONNECTIONS SHALL BE

MADE ABOVE THE SLAB.

10. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE

INSTALLED IN ACCORDANCE WITH AS2419.1. HOSE REELS

ARE TO BE INSTALLED IN ACCORDANCE WITH AS2441.

11. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING

CAPS SITUATED IN VEHICULAR OR PEDESTRIAN

PAVEMENTS ARE TO BE FITTED WITH EITHER BRASS OR

CAST-IRON COVERS.

12. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE

IN APPROVED CONCRETE PATH BOXES.

13. ALL WASTE PIPES AND WATER SERVICES

PENETRATING SLABS TO BE WRAPPED IN AN APPROVED

FLEXIBLE JOINT JOINT WRAPPING.

14. THE TERM ’SERVICE’ REFERS TO THE MINIMUM

INTERNAL PIPE DIAMETER UNLESS NOTED OTHERWISE.

 

 

Revision

 

Description

Date

 

 

Iss

* FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

 

DEBUILD T/A

C) St

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com
ABN 40 098 481 299

 

Title:

STORMWATER MANAGEMENT
PLAN

 

Project

130-152 Gympie Tce,

 

 

 

Noosaville
Date: Sept 22 Drawn 1H Design H
0 2 4 6 8 10 . Checked: Drg No. Rev.
WU 1. ——1 m1:200 @ At |
1:400 @ AS : 8 Richerdson 52225-SW1.1 .