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‘RAWING | ay ~~" T Revision | Description [Date
AYN Ad “3 | j
2 ( ) i PROVIDE MINIMUM 200 THK C25 BASE 10 ALL | :
F 5 5 i bY | SWP's, BENCHING AS PER IPWEA DRG DS~010 | |
| CONTRACTOR 10 LOCATE. ALL SERVICES PRIOR 70 i (8 =, AND_ ASSOCIATED DETALS
| COMMENCING WORKS ON SITE. ALL SERVICES ARE = Rance
| (OBE PROTECTED IN ACCORDANCE ITH THE 5 a sanrer RPT
| AUTHORITY R ESPONSIBLE FOR THE SERWOE i 3 sm 1H ii tierniammen
1% 7 -
‘ . ae +Back af Kerb
, ‘+ EXISTING STORMWATER DAMAGE ‘ Sem Ai “ines Fa
NEW OUTLET PIPE INVERT SET
90°00 ‘SOmm LOWER THAN EXISTING '
o / INLET PIPE.BENCHING AS SPECIFIED
fo 32 186 / | pg won pers
o> @ poem — ———-@ 1S FOOTING 15 FOUNDED BeLOR To (GPT UME AND 8S UNSTABLE.
/ | CRECA, DEPTH UNE AOS STABLE |
/ |
|
| UNE oF eo
arden PERS Of WNOERPRONNE I EXCAVAREN OR OME TREN.
GRORCAL DEPTH UNE WOULD {
{ SUPPORT ANY FOOTING THAT
j AOE HE CRTCAL DEPTH LR. 1
a ema ee sick
/ : : HRM, oo
/ | A - SUNSHINE COAST REGIONAL COUNCIL we
(] fe, pr eR CRITICAL DEPTH. UNE TMS DETAR. ALSO APPLES 10 DESRNG FOLNOARONS ON
\ APPROV Seer ae eS
t BONE AKY EXCAVATION CRITICAL OEPTH LANE
| a 300 353 5 FEB 201 r of
| ' : OPW 1509 | 2015 Dev ment Counter
| f Ling
| A eSNG 5 Kran
| | y P RS Rl — 14 JAN 2013
| QO i ( Ae
PUL ( \ a _—
a | fit adie oem:
Rendered / Met al Roof CONSTRUCTION. NOTES. |. HYDRAULIC SERVICES SHOWN ARE OIAGRAMATIC ONLY, REFER 0
| > | GENERAL: ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.
| - 1, DO NOT SCALE FROM THIS DRAWING. 2. ALL SANITARY HYDRAULICS AND WATER RE] NCULATION. WITHIN, THE ALLOTMENT
ey { 2 ALL DENSIONS IN MILLMETRES BOUNDARY TO BE IN ACCORDANCE WITH AS3500,
ark | | ‘SETTING QUT DIMENSIONS ARE TO BE OBTANED FROM THE 3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF AUTHORITIES HAMNG
| + ‘ " ARCHITECTURAL DRAWINGS, JURISDICTION, AFTER OBTAINING ALL NECESSARY PERMITS AND APPROVALS,
| | A ANY DISCREPANCIES BETWEEN THESE DRAWNG AND THE 4. THE CONTRACTOR IS TO CONARM THE POSTION OF ALL EXISTING SERVCES
| : BRIE EETURAL ORAMAGS ARE TO BE REFERRED TO THE ENGNEER PRIOR TO THE COMMENCING OF WORK. DAMAGE TO EXISTING SERWCES IS TO BE
ny BOURNE BY THE CONTRACTOR.
{ Seams WIG Eee Nine: 5. STORMWATER DRANAGE PPES SHALL BE RUBBER RING JOWTED RENFORCED
| BUILDER TO ALLOW FOR UNDER ENSURE THAT ALL NEW WORKS ARE BV ACOORDANCE WT THC CONCRETE PIPE LADD AT A MINIMUM GRADE OF 1 1N 100 UNO. JONS ARE TO BE
| PINNING OF EXISTING STRUCTURE | ATTACHED CRITICAL DEPTH UNE. DIAGRAM. CONSTRUCTED IN ACCORDANCE WTH THE MANUFACTURERS REQUIREMENTS.
| ADJACENT STORM WATER TRENCH. FOOTPATHS AND DRIVEWAYS: 5. SEWERS 100MM DIAM. UPVC U.N.0. AND LAID AT A MINIMUM: GRADE OF 1 iN
+ COMMENECEMENT OF | | |. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL 60.
. @ WORKS. REDE CISA WH 2 CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES 7. WATER SUPPLY PPEWORK BELOW GROUND IS TO BE :
j tf r LINE DIAGRAM FOR DETAILS, 3. CONCRETE DRIVEWAY TO 8€ 125mm THK. EXCLUDING ANY 63MM DIAM. OR LESS ~ HIGH DENSITY TYPE 50
: CPRaat Water a \ FINISHED TREATMENTS, EG. STAMPING CLASS 12 POLYETHYLENE
on + Pil Root Water \ 4. CONCRETE SURFACE TOLERANCE +5,0mm OVER 3.0m 8. ALL ABOVE GROUND AND INTERNAL. WATER SUPPLY PIPEWORK 10 BE TYPE 8
LEGEND i L { by Pit \ 5. CONCRETE N25 IN-ACCORDANCE WITH AS 1379 AND AS 3600 COPPER,
LEGEND Ls lie) N Limit of Survey anty DEPT MENT FABRIC TO AS 1304, PLACED CENTRAL SLAB 9 WATER SERVCES ARE NOT PERMTTED IN GROUND SLABS AND ALL Jos AND
j NEW INLET PIPE INVERT SET SOmm et DEPTH. COMMECTONS SILL BE MADE ABOVE THE Sm
| t . ee ee FAO USE wr AS 0,8 Ym WOE WET TOOLED WIM EVERY i. RE HYDRANTS ARE TD BE MSTALED ARTO GE STALLED
EXISTING SURFACE SPOT LEVELS. NE AS SEN pS SMEAR PE teal! 1 OME AES Se oe nisi ACCORDANCE. WTH AS2419.1. HOSE REELS ARE TO BE INSTALLED IN
\ 9. FOR CURVED DRIVEWAYS, WAQMUM GRADES APPLY TO we ACCORDANCE WTH S244.
| Swp2 j EME OG '1, CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED IN
i INDICATES DIRECTION, OF FALL a ine of Apartinent Balcany Abave ! 10. ALL SERVICES TO 8E LOCATED AND PROTECTED AS REQUIRED aot eee PAVEMENTS ARE TO BE FITTED WTH EITHER BRASS
TO FINISHED SPOON peas | + ee =e aL Tt | PRIOR TO WORK COMME 12 ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN| APPROVED CONCRETE
a tle t ‘ 1 vee ‘an ilie PATH BOXES,
swe! | [ 1/Side@F Bitter tu 70 | 15, ALL WASTE PIPES AND WATER SERVCES PENETRATING SLABS TO BE
C7 2 STORM WATER PIT, PRE- CAST rT rere ted i WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
CONCRETE. ROCLA CPO 1050 OR | el IESE aD oR REFERS TO THE MY WTERNAL PPE DAETER
EQUALLY APPROVED IN ACCORDANCE a | 15. BEDDING MATERIAL TO BE CLEAN MARY RIVER SANDS OR EQUALLY
WITH IPWEA Org — DEOI0 imi of Survey only BY |Z APPROVED. IN COASTAL AREAS CLEAN EXCAVATED SANOS CAN BE USED
INDICATES EXISTING STORM WATER g © y teas:
it GULLY PITS, ALL SURFACE AND 4 g is 3 ISSUE FOR CONST.
INVERT LEVELS ARE (AS PER COUNCIL, 0 EASTING ' HEIGHT AND INTERSECTING INVERT LEVELS giale A b
RECORDS, ALL LEVELS 10 BE VERIFIED! “ omens een Fes a SCG sivetura rl seclechn cal wy
Tf RP84.952 Ss, ° fi =
PRIOR TO CONSTRUCTION, 849520 jss|_ ons fowl * oS Semciira:
| i DIAMETER
/ U1/11 PROJECT AVENUE, NOOSAVILLE QLD.4566
Swe INDICATES TEMPORARY STORM WATER | RCP. Ph (07) 5455 5604 Fax (07) 5455 5696
BRIDGING /DIVERSION {TO EXISTING | | PIPE _BEDONG AND BACKFILLING. - - Se
PIPES INSTALLED PRIOR TO BREAK | SUTE PLAN ~ S ATER DI RE T ' Ge Title: OPERATIONAL WORKS - DRAINAGE
OUT OF : Seale 1: 100 | rn crc ee E
UT OF EXISTING STDRM WATER PIPE. Bay Project 6-8 Hastings Street
| [ [ CHECKED Noosa Heads
| [pir | . Pr
| pen | S. Richardson RPEQ 5835 | pate: Dec 2012. | Drg No. 22260-Sw1| *= ;
ihe L i