Approved Plan - MCU22 0196.01 & OPW22 0295.01 (As Published) · MCU22/0196.01

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DRAWING SIZE — Al
KE CONSTRUCTION NOTES
GENERAL:
HEIGHT DATUM EX. SWPT EXISTING STORMWATER PIT 1. DO NOT SCALE FROM THIS DRAWING,
LOT 2 & 3 ON NCH3881 EX. SMH EXISTING SEWER MANHOLE 2. ALL DIMENSIONS IN. MILLIMETRES
Level Datum AHD EX. SCP_ EXISTING SEWER CONNECTION POINT 3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM
- i £.0.B. EXISTING EDGE OF BITUMEN THE ARCHITECTURAL DRAWINGS.
Level Origin PM 105755, RL 4.577 K&C EXISTING KERB & CHANNEL 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND
Gympie Tce, Noosaville N.S.L. NATURAL SURFACE LEVEL THE ARCHITECTURAL DRAWINGS ARE 10 BE REFERRED
FH, FIRE HYDRANT TO THE ENGINEER IMMEDIATELY.
Survey Rrrmation provided by i / TP TELSTRA PIT 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL
EP, ELECTRICAL PILLAR EXISTING SERVICES WITHIN AND ADJACENT THE
KERB _EXISTING KERBING ALLOTMENT AND SHALL ENSURE THAT ALL NEW WORKS
RCEW REINFORCED CONCRETE END WALL ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL
SV STOP VALVE DEPTH LINE DIAGRAM.
WM WATER METER 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
* —_—
— CHAPLAIN PARK WORK.
5, STORMWATER DRAINAGE PIPES SHALL BE CLASS SH
HH
—— 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
EX. SMH THE MANUFACTURERS. REQUIREMENTS.
_ 6. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A
MINIMUM GRADE OF 1 IN 60.
qe |8 TL 7. WATER SUPPLY PIPEWORK BELOW GROUND IS TO BE ;
QO ee | _ al 63MM DIAM. OR LESS - HIGH DENSITY TYPE 50
a ola SS CLASS 12 POLYETHYLENE
5 oyo)( | POOL C POOL 8, ALL ABOVE GROUND AND INTERNAL WATER SUPPLY
LEGEND o | Oyo | |b o PIPEWORK TO BE TYPE B COPPER.
—, poeooood : o|o L{ L JF{sc 2350 o 9, WATER SERVICES ARE NOT PERMITTED IN GROUND
GP3 ooojo HI
A GP3 B | pot 2590 iL. 1.900 of SLABS AND ALL JOINS AND CONNECTIONS SHALL BE
o SL. 2.350 || SL. 2.350 | LLL 1.900 , GP3 ¢P3 Og MADE ABOVE THE SLAB.
4\80 EXISTING SURFACE SPOT LEVELS. Se Lik 1900 If 1900 PX % EB 7 % 4H | 10. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE
vs 2, > eC Q INSTALLED IN ACCORDANCE WITH AS2419.1. HOSE REELS
oo NS er mee J ONS f 4 oe Ace otis ho
40.07 CONTOURS AND LEVELS TO AHD. SL 2.100 r = o \ s = z q . CLEAN-OUTS,
FALL LANDSCAPED AREAS TO x = =
IL a ¢P3 CAPS SITUATED IN VEHICULAR OR PEDESTRIAN
FORMED FLOW PATHS TO DIVERT He 17001) | XOX] CP3 cP3 TIT = PAVEMENTS ARE TO BE FITTED WITH EITHER BRASS OR
Fay INDICATES DIRECTION OF FALL RUNOFF TO GRATED INLETS 1 in | SL 2700 512300 SL. 2.100) | FALL LANDSCAPED AREAS TO CAST-IRON COVERS.
aN TO FINISHED CROUND SURFACE. 100 MIN FALL. ALLOW FOR t 2 —— [ L. 1.700 ] | FORMED FLOW PATHS TO DIVERT 12. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE
OVERFLOW TO COUNCIL PARK AT a, HL 1. HL. 1. | RUNOFF 70 GRATED INLETS 1 jn IN APPROVED CONCRETE PATH BOXES.
REAR] TYPICAL GROUND round ST IS GROUND GROUND 100 MIN FALL. ALLOW FOR 13, ALL WASTE PIPES AND WATER SERVICES
SL. 12.50 EVEL UL OF add sat Ge an ERT eo? FFL 2.700 FFL 2.700 et FFL 2.700 FFL 2.700 © OVERFLOW TO COUNCIL PARK AT PENETRATING SLABS TO BE WRAPPED IN AN APPROVED
LL. 12.00 " JEII\AA\\ SAAS EP FS a ou om REAR. TYPICAL FLEXIBLE JOINT JOINT WRAPPING.
ds pS 4 s/Hts Xs ro 5 J}s 14. THE TERM ’SERVICE’ REFERS TO THE MINIMUM
r DRIVEWAY SLAB/PAVEMENT, REFER TO NOTES B — IL = — o 8 INTERNAL PIPE DIAMETER UNLESS NOTED OTHERWISE.
AND DETAILS ON DRG. OW4.1 FOR THICKNESS l | |
AND REINFORCING. so LS vo Nee IDENTIAL |) Vy OPS by LOS \ ESIDENTIA cP3 RAINFALL
be D, \
LANDSCAPING, REFER LANDSCAPE TL 1.500 EVEL OPMENT SL. 2.350 SL 2.350 voi Lm
L]—pouirect FoR DETAILS. i 1500) | [it 150] Jo—— || == TET,
fats T LS. 4
600Sq IPWEA TYPE 24 FIELD INLETS, bo 9 | a ‘ ! ANDSCAPIN ROOF RUNOFF
PRE-CAST CONCRETE WITH HEAVY DUTY rd 4 : © LANDSCAPING
GRATE WHERE INSTALLED IN PAVED i <= E & _ :
AREAS, ob ‘ it . =
= GARAGE wo co0 GARAGE GARAGE 8 DRIVEWAY
=p . . = FFL 2.200 FFL 2.200
cp? 450Sq STORMWATER JUNCTION BOX, 3 H 7 >t NI LS | | PROPOSED UNDERGROUND TRAFFICABLE
KX PRE-CAST CONCRETE. AND SEALED ze ~ 2 S 3 | WATER TANKS (LU3000 LATTICE WATER
LID. REFER TP DETAIL ON DRG. SW1.2 € ‘ \A\Ne a ‘ | UNDERGROUND TANK) FOR STOMRWATER TANKS
: 23i} 1 |LS. | ' RE-USE FOR NON-POTABLE PURPOSES.
I wee ROOF STORMWATER ONLY MIN CAPACITY TO GROUNDWATER
400Sq GRATED FIELD INLETS, POLY AND LIGHT t —— Aw 3000 It PER DWELLING,
EI OPS uty GRATE WHER IN LANDSCAPE. AREAS. & |iii [eee E NY
ao |e |
Shi S i
(RCS) ROOF WATER CONNECTION, REFER BUILDER TO POT HOLE LOCATE AND r __ ON REFER TO HYDRAULICS ON-SITE STORMWATER
= HYDRAULIC CONSULANT FOR CONFIRM EXISTING SERVICES LOCATIONS € Li YS 1.685 I CONSULTANT FOR INTERNAL PITS, GRATED DRAINS
INTERNAL DRAINAGE DETAILS, cP2 an ~ [iL 1.100 f NS . DRAINAGE & JUNCTION BOXES.
TYPICAL. & LEVELS BEFORE ANY EARTHWORKS a as a a —_ Rol "
ARE CARRIED OUT. REPORT ANY Po cael (on EY wNat SL. 1.920
DISCREPANCIES TO THIS FIRM. =< R f 1508 uPVC ua LL. 0.750 o
GD-150 150(W) GRATED DRAIN WITH HEAVY : ; i - _ + FH 3? &
a i Jo cE i E 8
MSC GRATE. > [>——— NEW 1.8m WIDE FOOTPA S|ss EX. 3750 RCP
2/125x75x4,0 RHS (GALV.) 9 = ny _— 1 eo BY US |.L: 0.00 (APPROX)
x75x4. yu - ty i i je -_e DS ILL: UNKNOWN
E INDICATES OVERHEAD ELECTRICITY Se SS shat Het ot L
SPENT Ne LAID AT 1 in 100 MIN. INSTALL TO 08 so mae “ae i ot yx SweT at (ASSET ID 1034208) RUNOFF TO COUNCIL
NEW KERB ADAPTORS IN > | ! INFRASTRUCTURE
ACCORDANCE WITH COUNCIL STD = (Bn UNE MARKING PS ;
DETAIL RS-O81 & MAKE SEX. STORMWATER PIT
——_— w—__ INDICATES WATER MAIN APPROX 4
ALIGNMENT, BUILDER TO CONFIRM EXACT FOOTPATH GOOD. TYPICAL. SL: 1.05 WATER CYCLE DIAGRAMATIC
LOCATION PRIOR TO WORKS GYMPIE TERRACE | Buitoer To conriRM EXISTING IL: 0.00 (APPROX.)
STORMWATER PIT LEVELS PRIOR 10 (ASSET ID 1003814) B COUNCIL RF 06.09.23
+ —__ INDICATES TELSTRA LINE APPROX COMMENCING WORKS, REPORT ANY A___| WATER RE-USE TANKS ADDED 27.02.23
ALIGNMENT, BUILDER TO CONFIRM EXACT DISCREPANCIES TO THIS FIRM Revision | Description Date
LOCATION PRIOR TO WORKS Issue:
DRIVEWAY PAVEMENT. REFER
DRIVEWAY & ACCESS PLAN FOR APPROVAL
sw/ex INDICATES STORMWATER DRAIN EXISTING FOR REINFORCING.
AS NORD SITE PLAN — SITE STORMWATER MANAGEMENT DO NOT SCALE FROM THIS DRAWING
Scale 1: 200 The design and associated details contained on this and associated
sw INDICATES STORMWATER DRAIN PROPOSED cae |: crowings are copyright ane ont io be sed or reproduced without
AS NOTED MIN 1 IN 100 FALL UNLESS L d ¢ “4 ‘d FNSHED SIE RANAGE nN e written permission ot /onsulting Engineers.
NOTED OTHERWISE 300mm MIN THK COMPACTED ALL SERVICES SHOWN ON THIS PLAN INDICATIVE ALL STORMWATER ROOF DRAINAGE:
GRANULAR MATERIAL UNDER SLAB. ONLY CONTRACTOR TO LOCATE ALL SERVICES ACCORDANCE WITH HYDRAULICS ALL GUTTERS AND DOWNPIPES TO = Noosa Heads.
TRAFFICABLE AREAS PRIOR TO COMMENCING WORKS ON SITE. ALL PIPES TO BE LAID AT CONSULTANTS DOCUMENTATION. COMPLY WITH BCA VOLUME 2 PART
INDICATES POSITION OF CONCRETE _ < Ph (07) 5455 5604
—_— R\ —_ MIN 98% FIELD DENSITY THROUGH SERVICES ARE TO BE PROTECTED IN 1: 100 MIN UNO 3.5.3 email:[email protected]
CRU REL ENOKcRS DEIN DRAINAGE PIPE SIZES BRCKFILL DEPTH. >900mm ACCORDANCE WITH THE AUTHORITY : : ; Nes ween Surenaineers. com
STRUCTURAL ENGINERS DETAIL. — NONTRAFFICALBE AREAS i rovene a
AS NOTED. COMPACT IN 150mm LAYERS D>400mm RESPONSIBLE FOR THE SERVICE
Title:
APPROVED COMPACTED 9 ——— NOOSA COUNCIL PLAN
BEDDING SAND.
www.dialbeforeyoudig.com.au APPROVED PLAN Project
a 14 MCU22/0196.01 & OPW22/0295.01 130-132 Gympie Tce,
” . 17 OCT 2025 Noosaville
yy BEFORE YOU DIG /— SW PIPE TRENCH/PIPE BEDDING & BACKFILLING Dae Semt 2 [OO Ty
\<7 UNDER PAVEMENT TYPICAL SECTION oe $8 8 Merro0e@a fom fy oem ~
1:400 @ A3 ‘| S Richardson 52225-SW1.1 B.

 

 

 

 

 

Document Set ID: 22623777
Version: 1, Version Date: 17/10/2023