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Development Application Part 2 of 2 - OPW13/0033
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
DRAWING SIZE -
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PROVIDE MINIMUM 200 THK C25 BASE TO ALL
CONTRACTOR TO LOCAlE ALL SERVICES PRIOR TO
HASTINGS g;;
~ STREET SI’fI" s, BENCHING AS PER IP\\"[A DRG DS-Ol0
AND ASSOCIA lED DETAILS
COMMENCING WORKS ON SllE. ALL SERVICES ARE ~
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TO BE PROlECTED IN ACCORDANCE ~TH THE
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AUTHORITY RESPONSIBLE FOR THE SERVICE <n
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Back of Kerb
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Pole
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NEW OUTlET PIPE IN’RT SET
~ 90000’ 50mm LO’ll THAN EXISTING
10’" D INLET
Telstra 10
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Q_ I 9::,~ Garden \:)10 \:)9::, TBM
1 4 JAN 2013
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HYDRAUUCS
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COOSlRUCTION NOTES 1. HYDRAUUC SERVICES SHOYIN ARE OIAGRAMATIC OOLY. RI:FER TO
",I GENERAL:
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1. DO NOT SCAlE FRaoI THIS DRAWING.
2 ALL DIIIOO00S IN MIWMElRES
ARCHlTEClURAL DRAWINGS FOR LOCATIOOS OF FlXTURl:S.
2 ALL SANITARY H’!IJRAUUCS AND WATER RETIUJLATIOO II1THIN THE ALLOTMENT
I \:)"\ ::l BOUNDARY TO BE IN ACCORDANCE \11TH AS35OO.
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"’I EXISTING
3. SETllNG OUT OIIENSlOOS ARE TO BE OBTAJN FRaoI THE
ARCHITEcnJRAl DRA\ItICS.
3. ALL ’MlRK SHALL COIIPlY \11TH THE REOUIRl:WENTS OF AUTHORITIES HA\lNG
I Roof Apex
’\+ \:) STRUCTURE 4. ANY OISCREPANOES BETWEEN THESE ORAr.ING AND THE
JJRISOICTIOO, AFTER OBTAINING ALL NECESSARY P[RIjJTS AND APPROVALS
I J ’\+ RL 9.07
I
I ’\ AROiITEClURAl. ORAMNGS ARE TO BE REfERR[() TO THE ENGINEER
IMMEOIATELY.
4. THE COOTRACTOR IS TO COOARW THE POSlTIOO OF ALL ElOSTING SERVICES
PRIOR TO THE COMMENctIG OF ’MlRK DAMAGE TO ElOSTING SERVICES IS TO BE
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5. THE BUIlDER IS Rl:SPOOSlBtI FOR LOCATING ALL EXISTING BOURNE BY THE COOTRACTOR.
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o ~ SERVICES IITHIN AND ADJACENT THE ALLOTMENT AND SHALL 5. STORMWATER DRAINAGE PIPES SHALL BE RUBBER RING .oNTED REINFORCED
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\:)\:) BUILDER TO ALLOW FOR UNDER ENSURl: THAT ALL NEW WORKS ARE IN ACCORDANCI: 11TH THE COOCRI:TE PIPE I.AK) AT A W1NIWUM GRADE OF 1 IN 100 U.N.O. .xJINS ARE TO BE
CONSTRUCTED IN ACCORDANCE \11TH THE WANUFAClURERS REOUIREllENTS.
PlNNING OF EXISTING STRUClURE ATIACHED CRITICAL DEPTH lINE DIAGRAM.
I I ’\ 0 S/W
ADJACENT STORM WATER TRENCH. FOOTPATHS AND DRI\’EWAYS: 6. SS l00wW DlAt.I. UP~ U.N.O. AND I.AK) AT A MIND GRADE OF 1 IN
I \:)CO I PRIOR TO ca.IotENECOAENT OF 1. ElOSTING FOOlPATHS TO BE SAW un PRIOR TO Rl:MOVAL 60.
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’\ I \:)’" \:)X:l WORKS. REfER CRITICAL DEPTH 2 CROSSINGS ARE NOT DESIGNED FOR C~WEROAL ’ UfS 7. WATER SUPPl.Y PlPfl1<<)RJ( BELOW GROUND IS TO BE
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~~ / ’l. ’\b UNE DIAGRAM FOR DETAILS. 3. COOCRETE ORI\9AY TO BE 125mm lHK. EXQUOING ANY 63MM DIAM. OR LESS HGH DOOTY TYPE 50
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I Roof Water 4. COOCRIETE SURfACE mlRANCI: +5.Omm O’3.Om
LEGEND
Pit
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\:)1.0
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\:)X:l Pit
I NEW INLET PIPE IN’T SET 50mm
Pit
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Limit of Survey only
5. COOCRETE N25 IN ACCORDANCE II1TH AS 1379 AND AS 3600
6. RElNFORCEIIENT FABRIC TO AS 1304, PlACED CENTRAl SlAB
8. ALL ABO’ GROUND AND INTERNAL WATER SUPPLY PlPEWORK TO BE TYPE B
COPPER.
\:)10 I ~~ HIGHER THAN EXISTING OUTlET .
DEPTH.
9. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL .oNS AND
COONECTIOOS SHALL BE WADE ABO’ THE SlAB.
’\ "’+ 7. EXPANSIOO .xJINTS TO BE lOmm II10E lIfT TOOBl II1TH E’
I PIPE, BENCHING AS SPEaFlED Y 10. ARI: HYDRANTS ARE TO BE INSTALLED ARE TO BE INSTALLED IN
+ EXISTING SURFACE SpOT LEVELS. IL
a:v EXISTING STORMWATER PIPE 2ND MESH Y!lRE un ALOOG JOINT.
I Garden ~ ACCORDANCE 11TH AS2419.1. HOSE RillS ARE TO BE INSTALLED IN
Pit
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"’~ 0 B. M ACCESS POINT PERIIlnED FOR EACH ALLOTMENT.
9. FOR UJR’ ORI\9AYS, WAXIIIUW GRADES APPlY TO INSIDE
ACCORDANCE II1TH AS2441.
FALL, INDICATES FALL i "\
\:) \:) ’t S/W Pit \:)1:::) EDGE OF UJR’ 11. UfAN-OUTS, INSPECTIOO OPENINGS AND QOSING CAPS SllUATED IN
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DIREcnONtOF
,\6 ’\ ’\ 10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REOUIRED ’ IUUR OR PEDESTRIAN PA’ TS ARE TO BE FInED \11TH EITHER BRASS
TO FINISHED SPOON DRAINS. J.~e~~~a_r:t~~tJ3~~n.r ~b~v~_
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’\\:) PRIOR TO WORK ClWENUNG OR CAST-IROO CO’s.
\:)’ Tiles B~c~ -j;481- 12. ALL IN-GROUND VAL’S SHALL BE IN ACCORDANCE IN APPROVED COOCRIETE
U/SK~ftttter R"Iox4.70
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\:)CO \:)’" PATH BOXES.
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STORM WATER PIT, P E-CAST ’\ ’\ 13. ALL WASTE PlPES AND WATER SER\lCES PENETRATING SLABS TO BE
o CONCRETE. ROCLA C~O 1050 OR
EQUALLY APPROVED IN ACCORDANCE
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1RAfFlCAIlf AR[AS
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_lRAfFlCAUE IiIIJoS
ClIF!CT It 150m! LA’IERS
I’IRAPPED IN AN APPROVED FLElOBLE ..oINT .oNT I’IRAPPING.
14. THE TERM ’SERVICE’ REfERS TO THE MINIMUII INTERNAL PIPE DIA1
UNLESS NOTED OTHERWISE.
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WITH IPWEA Drg -
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15. BEDDING MATERIAL TO BE UfAN MARY RI’ SANDS OR EQUALLY
~
INDICA TES EXISTING
DIDIO
GULLY PITS, ALL SU FACE AND
TORM WA TIER
INVERT LEVELS ARE ~S PER COUNCIL I
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ALL EXISTING SURFACE AND INVERT l.E’LS
ARE AS PER COUNaL RECORDS.
C~TRACTOR TO ’ RIFY PROPOSED NEW PIT
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APPROVED. IN COASTAL AREAS UfAN EXCAVATED SANDS CAN BE USED
Issue:
ISSUE FOR CONST,
EXISTING 31 :z
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RECORDS. ALL LEVE~S TO BE VERIFIED: : EMT 0 STRUCTURE
HEIGHT AND INTERSECTING IN’RT LEVElS
PRIOR TO COMMENCEMENT OF Of \lOOKs.
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(Q:(r:J~ CONSULTING ENGINEERS
PRIOR TO CONSTRU ON. I
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BEDDING SAND
11501 OUTSUJE
1150 1
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ABN 40 098 481 899
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