2ND LODGEMENT REPS engineering · MCU22/0196

 

 

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

 

 

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S.L. 12.50
LLL. 12.00

 

 

 

 

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LEGEND

EXISTING SURFACE SPOT LEVELS.

INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.

INDICATES DIRECTION OF FALL
TO FINISHED GROUND SURFACE.

INDICATES SURFACE LEVEL (S.L.) AND INVERT
LEVEL (|.L.) OF ADJACENT STORMWATER PIT

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

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

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

150(W) GRATED DRAIN WITH HEAVY
DUTY GRATE.

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

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

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

INDICATES STORMWATER DRAIN EXISTING
AS NOTED

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

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

 

  

 

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SAY DIAL 1100

‘Wy BEFORE YOU DIG

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      
 

 

 

| FALL LANDSCAPED AREAS 10

| FORMED FLOW PATHS 10 DIVERT
| RUNOFF TO GRATED INLETS 1 in
100 MIN FALL. ALLOW FOR
OVERFLOW TO COUNCIL PARK AT
REAR. TYPICAL

| PROPOSED UNDERGROUND TRAFFICABLE
| WATER TANKS (LU3000 LATTICE

| UNDERGROUND TANK) FOR STOMRWATER

RE-USE FOR NON-POTABLE PURPOSES.
ROOF STORMWATER ONLY MIN CAPACITY
3000 It PER DWELLING.

|

REFER TO HYDRAULICS
CONSULTANT FOR INTERNAL
DRAINAGE.

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

/ FOR REINFORCING.
7 } oe a,

 

 

DRAINAGE PIPE SIZES ——
AS NOTED.

APPROVED COMPACTED
BEDDING SAND.

 

 

  

 

 

 

 

 

 

 

EX. 3750 RCP

US IL: 0.00 (APPROX.)
DS I.L: UNKNOWN
(ASSET ID 1034208)

ROOF DRAINAGE:
ALL GUTTERS AND DOWNPIPES TO

——_ +r
ae
+ SS
— CHAPLAIN PARK
HH
EX. SMH
S| |o (p=s=———lo deel
o ——==$__||__-------—__ _
o | Ss
olo SSS
a Oyo} | || Poo C POOL yf
Oo oy = LH 0
pasancng GPS CP3 009 | OT st 2.360 | E) >t eee Oo,
oO [sb 2350|[SL BN C |G LLL 1.900 GP3 ¢p3 of
© LL. 1.900 ff LL. 1.900 | % lo ‘4 Oo
x Ss te Fy ; 4. an
GP3 LAs 4 4 46S; 2 g 4 4 %% 4
=a a a
FALL|LANDSCAPED AREAS 10 i — T - _ - \ © = = CP3
FORMED FLOW PATHS TO DIVERT iL. 1. \ |
RUNOFF TO GRATED INLETS 1 in rl GPS GP3 YN SL 2.100
100 WIN FALL. ALLOW FOR Nd SL. 2.200 S.L._ 2.200 LL 1.700
OVERFLOW TO COUNCIL PARK AT a] ‘ ILL. 1.800 ILL. 1.800 g
REAR] TYPICAL GROUND ROUND \] ain GROUND GROUND
” FFL 2.700 FFL 2.700. FFL 2.700 FFL 2.700
Jz/[ AAS AAAN8S se. Yo \ Veg
ds fs j s/|-Hts — S Jfs
6B — IL 8 2 iB
Wy Py ain = ARF A
| GP3 ES/IDENTIA GP3 GP3 ¢
Scan) 4,” vow Na 5 SD ba ESIDENTIA . GPs
IL 1.500 EVEL OPMENT. SL. 2.350 SL 2.350 vol
— iL. 1.500 iL. 1.500 — — SL 2.200
a LL. 1.400
# N : La
go g |F- ws ‘
=] 4
H 4 z S
J a] ° ; \ s
Poh Hatt =
‘Eb GARAGE / SARAGE | GARAGE GARAGE 3
Sip FFL 2.200 \ . = FFL 2.200 FFL 2.200 I
3H = ww LS
— \ oO oO |
3 =) > > =
é © \ _.|5 SB. \
| Sis ili iis
_ t«édéaSF' d b
= | WATER [~-==--—, .
an
|S __-
BUILDER TO POT HOLE LOCATE AND | ae \Y SL 685
CONFIRM EXISTING SERVICES LOCATIONS cp. EEE ito
& LEVELS BEFORE ANY EARTHWORKS a as oe 2258 uPVC
ARE CARRIED OUT. REPORT ANY Po cael (on EY wNat SL. 1.920
DISCREPANCIES TO THIS FIRM. <8 'R f 1508 uPVC as IL. 0.750 °
i - *% EH s1
—~ ~NEW 1.8m WIDE FOOTPATH =| 388
I" mn
2/125x75x4.0 RHS (GALV.) ae ] RCS Pl a ae ae ap =
LAID AT 1 in 100 MIN. INSTALL TO Sa SO A a ore ——— “EY SwpT at
NEW KERB ADAPTORS IN ~ mI " wt
ACCORDANCE WITH COUNCIL STD = re LINEMARKING =f |
DETAIL RS-081 & MAKE | AS EX. STORMWATER PIT
FOOTPATH GOOD. TYPICAL. SL: 1.05
GYMPIE TERRACE | Buitoer To conriRM EXISTING ILL: 0.00 (APPROX.)
STORMWATER PIT LEVELS PRIOR 10 (ASSET ID 1003814)
COMMENCING WORKS, REPORT ANY
DISCREPANCIES TO THIS FIRM
DRIVEWAY PAVEMENT. REFER
DRIVEWAY & ACCESS PLAN
SITE PLAN — SITE STORMWATER MANAGEMENT
Scale 1: 200
we 300mm MIN THK COMPACTED ALL SERVICES SHOWN ON THIS PLAN INDICATIVE ALL STORMWATER FINISHED SITE DRAINAGE. IN
GRANULAR MATERIAL UNDER SLAB. ONLY CONTRACTOR TO LOCATE ALL SERVICES ACCORDANCE WITH HYDRAULICS
TRAFFICABLE AREAS PRIOR TO COMMENCING WORKS ON SITE. ALL PIPES TO BE LAID AT CONSULTANTS DOCUMENTATION.

 

©@— 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

 

 

 

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

 

1:100 MIN. UNO.

 

 

COMPLY WITH BCA VOLUME 2 PART

3.5.3

 

KE
EX. SWPT EXISTING STORMWATER PIT
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
F.H. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
S.V STOP VALVE
W.M WATER METER
RAINFALL
LANDSCAPING ROOF RUNOFF

ee

TO GROUNDWATER

WATER CYCLE DIAGRAMATIC

cS

 

WATER
TANKS

 

 

 

cs

ON-SITE STORMWATER
PITS, GRATED DRAINS
& JUNCTION BOXES.

RUNOFF TO COUNCIL
INFRASTRUCTURE

Checked:
hunnt———L__p——1__1m1:200 @ Al st ppg 5835
1:400 @ A3 “|S Richardson

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.

 

DRIVEWAY

 

B COUNCIL RFI

06.09.23

 

A WATER RE-USE TANKS ADDED

27.02.23

 

Revision | Description

 

 

Date

 

“FOR APPROVAL

 

drawings are copyright and are not to be used or reproduced
the written permission of SCG Consulting Engineers.

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated

without

 

C) St

ABN 40 098 481 899

DEBUILD T/A

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com

 

Title:

PLAN

STORMWATER MANAGEMENT

 

Project

130-152 Gympie Tce,
Noosaville

 

Drawn

Sept 22 TH I Design

Date:

 

 

Drg No.

52225-SW1.1

 

 

TH

B.