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Development Application - Part 2 of 2 - Plans
LEGEND
uPVC SERIES 2 PN 16 WATER MAIN IDIAMETER SHOWNI
. SPR I NG FIRE HYDRANT
SLY
_6 SLUICE VALVE
CONSTRUCTED STAGES I A a I B
\
\
\
\ WATER NOTES
\
PIPE MATERIALS
\ I.
\ AI 100mn TO 200mn DIA. IINCLUSIVEI-
TO BE CONSTRUCTED IN:
\
./ II uPVC -
AS/NZSI477-1999,SERIES 2 PNI6 RUBBER RING JOINT;
./ PVC-M AS/NZS4765 IINTI 2000, SERIES 2 PNI6 RUBBER RING JOINT;
III -
./
,.. i i i I OPVC -AS/NZS444I II NTI 1996, SERI ES 2 PN 16 RUBBER RI NG JOINT;
I vI 0I CL I AS2280 I CLASS K9 RUBBER RING JO I NT PIPE POLYETHYLENE I AS3680 I ~APPED.
BI 250mn 0I A AND ABOVE-
TO BE CONSTRUCTED IN:
II 0I CLI AS2260 I CLASS K9 RUBBER RING JO I NT PIPE POLYETHYLENE I AS3660 I ~APPED.
III MSCL IASI5941 FUSION BONDED LOW DENSITY POLYETHYLENE COATING IAS25161.
2. MINIMUM COVER FOR MAINS SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS
j i r--.",-_,_~J
[. OTHERWISE APPROVED BY NSC WATER a SEWERAGE CAPITAL WORKS MANAGER.
1.___...... tr--------__ MAIN NOM. DIA.lnml 100-200 250-375 ABOVE 375
’+--IJ~ J I
I-~-:....---.~l COVER ACCESS WAYS, FOOTPATHS a NATURE STR I PS
COVER SUBDIVISIONAL ROADS
600
1000
750
1000
1000
1200
If
100 r-J’---n 0
Lr .
I
i Q
<:(’ Of,t~wN iT\’ tJ COVER MAJOR ROADS 1200 1200 1200
CENTRE it 3. RETICULATION MAINS ARE TO BE LAID AT 1.5m OFF PROPERTY ALIGNMENT UNLESS OTHERWISE
I Ii
j L_~ i DIRECTED BY NSC WATER a SEWERAGE CAP I TAL WORKS MANAGER.
T
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D ’__’:".j~- \ r BEDDI NG
----~_ ..’
V\f.; ’\ < -,,,, I I 4. I N COASTAL SAND TERRA I N NO SPEC I AL BEDD I NG IS REQU I REO. I N ALL OTHER SO I L TYPES, SAND
--’j" ’" i BEDDING AND SURROUND SHALL BE WASHED 5nm SCREENINGS OR MARY RIVER SAND. FOR 100-200mn
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,_
--
,
~
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\~~ ..._J---L ,
I PIPE, A MINIMUM OF 100mn BEDDING AND 100mn OF SAND OVER THE TOP OF PIPE IS REQUIRED.
"’-t::?:1=:;~:;------’S
I --.;..;___.
------<’:__’-1}qAfr’l-_j’
~
THRUST BLOCKS
5. SU I TABL Y DES I GN CONCRETE THRUST BLOCKAS SHALL BE PLACED ON ALL TEES, BENDS AND DEAD
-.,’ i-;I;-t. S’V ", --.
--5"-__
if-_; ’----J_ !’_,.,~J ’1-~---,~_..~50~ .,
END CAPS.
97
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/ ,I! Q’j y ~P,l$’~1~ HYDRANTS AND VALVES
II !
i ". ! Ii ,’t-!,,<,,}:Q’I!’ 6. FIRE HYDRANTS SPAC I NG SHALL BE 80m MAX I MUM AND LOCATED OPPOS ITE PROPERTY BOUNDAR I ES
\ I r-.’ ___ Ii Q<; .gIQ’i r -’" AND ADJACENT TO ALL DEAD ENOS. BLUE REFLECTIVE ROAD MARKERS TO BE LOCATED OPPOSITE ALL
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HYDRANTS ON ROAD PAVEMENT
7. HYDRANT VALVES TO BE
- REFER CLAUSE3.7. I
IN ACCORDANCE WITH AS3952-1991
BE FUSION BONDED EPOXY IFBEI OR THERMOPLASTIC POLYAMIDE IRILSON NYLON
FASTENERS ARE TO BE 316 STA I NLESS STEEL. REFER NSC STO DRG
.
FOR DN60 SPRING HYDRANTS AND SHALL
9606g.
III COATED. ALL
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\ \\,Lc SPRiNG
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94 I 6~
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10
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I J ROAD
il
5
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.
rL7 8. VALVE SHALL BE RESILENT SEATED, COATED, O-RING STEM SEAL, ANTICLOCKWISE CLOSING CLASS
16 CONFORMING TO AS2636. THE WEDGE SHALL BE TOTALLY ENCAPSULATED IN AN APPROVED SYNTHETIC
RUBBER CONFORM I NG TO AS 1646. THE BODY SHALL BE I NTERNALL AND EXTERNALLY COATED WI TH
FUSION BONDED EPOXY IFBEI OR A THERMOPLASTIC POLYAMIDE SUCH AS RILSON NYLON II. HYDRANTS
AND VALVE AND MARKER PLATES TO BE INSTALLED IN ACCORDANCE WITH NSC STD DRG 96061.
\~ 4t-.l’ ! {~ WATER SERV I CE CONNECT IONS
9. WATER CONNECTIONS TO BE IN ACCORDANCE WITH NSC STO DRG 9606d, 9609d a 9610. 100. uPVC
\ f r WATER SERVICE CONDUITS TO BE PROVIDED UNDER ALL PAVEMENTS.
\ as
/I j
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1 10. BRASS PLA~UES IMARKED ’W’I ARE TO BE PLACED IN THE KERB ’M-iERE CONDUITS CROSS THE
\ ~~ if 90 J.’ ,1 f KERB.
~~l I
\ \.
’---:
-/ --,I.., " I! II. LOCATION OF WATER SERVICES TO BE AS INDICATED ON DRAWINGS. ALL SERVICES TO BE
w. "7 r-’-’ ! I
\
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__
........~~ .....__..,.,.,..,)
flO.! CONSTRUCTED IN ACCORDANCE WITH NSC STANDARDS WITH EACH SERVICE FITTED WITH A RESILIENT
-
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.
s--....__c-._ ~ ::::,...l__ .
1
SEATED BALL VALVE IN LI EU OF A METER.
r ----);.__ ’-- .
--_
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\’ --’I "-::..~~ 12. SERVICES APARTMENT SHALL BE CONFIGURED AS 100.100 FL/FL TEE WITH FL/FL VALVE AND
\ FLANGED END CAPS. PLUMBER TO USE APPROVED ADAPTORS.
\ WORK ON EX I STI NG MA I NS
\ 13. ALL CUT - I NS AND OTHER WORKS ON EX I ST I NG MA I NS TO BE PERFORMED BY COUNC I L AND ACTUAL
\ COST INCLUDING PLANT, LABOUR AND MATERIALS TO BE MET BY THE DEVELOPER.
\
"-
"-
\
"-
~ "-
N 0 R!Wl12 REAUGHED 11Il.0l .1M
Consulting Engineers 1,500 10 5 .0 10 20 A1
.
sheet 1 of 2 sheela
development consultants, planners and surveyors
JF & P CONSUlTING ENGINEERS PTY.LTD. ASN n050414036
1,1000
,......,_,w_ I
A3 E R!Wl12 REAUGHED 03.08.07 GA NOOSA DOMAIN RETIREMENT VILLAGE
drawing number
w~,
datum: Al derived oOgln(BM) F WAlBI MAIN EXTENlED RQllJjlT 101 IN \\ESTERN IlIRECT10N
SUNSHINE COAST GlADSTONE bo NOT SCAlE FROM THIS DRAWlNO.USE ONLY DIMENSIONS PROVIDED -IF..,DOUBT Pl.EASE ENOUlRE O8.OIIJlII GA
237-239 Bl1IdmM Avenue, 59 GooncIoon Street,
designed JM COPYRIGHT 0200JF & P CONSULTING ENGINEERS PTY. LlD. .’men! revfIiondetllll. d... ,.... 0 CONSffi!JC11 STAGES_ 18.04.12 SCI’
COUNTRY CLUB VILLAGES PTY_ LTO, M1717-W01 G
Merooc::h)’dor., OueenslWld. 4558 Gladstone, Ouoens1Md. -4
telephone (07)5443 2500 telephone (07).,m2100
drawn .1M THIS DOa./MENT MAY NOT BE COPIED OR "TRANSMITTED IN ANY A ORIGINAl ISSUE 2ll0l .1M
BRISBANE JF&P HouM
-
file name
Cnr Emest end Mer1vaJe Streets,
SOIJth Brisbane, Queensland. 4101
checked ". ~c:~~ ~~;:6’;;FI~ ~~~~~~I:~~=~lD. B LOOf’ MAIN CHAHG1l 10 15 SERY1CES AOO’D COlI.BtJl.DINGS
,
2QA0I JM WATER RETICULATION LAYOUT PLAN SHEET 1 -
MI717-W01-W02.OWG
telephone (07)371151 s approved AFraser .......L....~.........................................RPEQ5691 C ENTRANCE R!Wl MOVED 8.7Jl11 JM date 282.06
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