1511-05_B

 

 

 

 

 

 

 

 

 

 

 

 

LEGEND: PROPOSED SERVICES

 

 

 

LEGEND: EXISTING SERVICES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 
   

 

 

 

 

 

 

 

 

 

 

ADJACENT BOUNDARY Callaghan & Toth
5 NEW 40mm AC SURFACING WITH GRAVEL PAVEMENT . .
Alexander Dovid Toth un | THICKNESS SUBJECT 70 CBR TESTING BOUNDARY Civil, Environmental &
P “us Hydraulic Engineers
_ ~~ _ KERB & CHANNEL TYPE MI ve a — —___ EDGE OF BITUMEN pox 9308
yp Pe Peevey
a 26/04/16 | BUILDING NOOSA HEADS 4567
j [oo] EXTENT OF VERGE. TOPSOIL/FERTILZE. 75mm ROAD CENTRELINE i! 8/41 Sunshine Beach Rood
SIGNED DATE | THICK & TURF EDGE OF CONCRETE =| Phone 54749081, Fax 54749041
DAD ADA ASSIS SSIS www.callaghanandtoth.com.au
—<— --—<—--— TABLE DRAIN
| | T E D STORMWATER DRAINAGE designed [ADI] datum AND DERIVED
A) ———— _ OVERHEAD POWER TO SERVICE PROPOSED LOT 2. REFER TO ne arr drawn | WM psy 1345
ELECTRICAL CONSULTS DESIGN FOR INSTALLATION METHOD 83
N | _. TABLE DRAIN checked [AH | Origin (BM) RL 94.111
J WwW) WATER METER ——— --———_ KERB & CHANNEL
| | ty , | <_< 07? __ overeap power a
WATER _RETICULATION REFERENCE DRAWINGS fg gona S GRAVITY SEWER MAX WATTERSON & ASSOCIATES
SEQ—WAT-1106-1 TYPICAL PROPERTY SERVICE CONNECTION MAIN TO METER RM SEWER RISING MAIN PHONE (07) 54 426 121
SEQ—WAT-1106-2 TYPICAL PROPERTY SERVICE CONNECTION MAIN TO METER S | | HOUSE No. 42 T TELSTRA _
a . .
; aayag EX HOUSE W WATERMAIN Project
=>
WATER NOTES: = 5 x 5 Lor 4 WATERMAIN-FIRE. HYDRANT Two
1, PIPE MATERIALS: | RPSS075 va WATERMAIN—VALVE PROPOSED LOT
A. 100mm - 150mm (INCLUSWE) - TO BE CONSTRUCTED IN: 4 ® WATER METER SUBDMISION AT 38 PAVILION
i) PVC-0 PN16 SN10 - AS/NZS4441 (INT) 1996, SERIES 2 PN 16 RUBBER RING JOINT; STREET, POMONA
B. 200mm & ABOVE | 100
i) ICL (AS2280) CLASS PN35 RUBBER RING JOINT PIPE POLYETHYLENE (AS3680) WRAPPED; j 99 SS
C. PE PIPE OD63 PN16 SDR11 PE100. | (— >
2, DUCTILE IRON PIPES AND CAST/DUCTILE IRON FITINGS SHALL BE WRAPPED TAPED AND SEALED | 4 S Si Ss Qo Client
COMPLETELY IN ACCORDANCE WITH TUBEMAKERS OF AUSTRALIA DUCTILE IRON PIPELINE DESIGN a“
MANUAL THIRD EDITION — 1995. 4 [4 ALISA WYTHES
3. MINIMUM COVER FOR MAINS SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS EX_HCB
OTHERWISE APPROVED BY UNITYWATER HOUSE No. 40 He TE &
0. . Ke)
. . st 99.82 —————WM
Main Nom. Dia (mm) Cover ae Cover Cover 4 = ex Hee LOT 5 19872 te Title
ee ewes Reads | l fweneea ]RPS9073 soxomven .8a | | €Xx SHED SEWER & WATER RETICUALTION
nD O/S 5.79
100-200 600 1000 1200 \ 3, Kle Poin LAYOUT PLAN )
250-375 1000 1000 1200 | | S0-SIDE_ 0.200 HOUSE No. 3 CT.
above 375 1000 1200 1200 | q SOOTHER 0.700 LOT 34 °.
i @
4, RETICULATION MAINS ARE TO LAID AT 1.5m OFF PROPERTY ALIGNMENT UNLESS OTHERWISE P.
DIRECTED BY UNITYWATER. | | al 101 RP3SO73 LOT 1 on RP196984
5. ALL PIPE & FITTING MATERIAL SHALL BE SUPPLIED IN ACCORDANCE WITH SEQ WS&S D&C | IL HCE
CODE, 2015 JANUARY SEQ ACCEPTED CIMIL IPAM LIST. +H tp 7] HOB NPE A ‘
6. PVC & PE PRESSURE PIPE INSTALLATION CURVED ALIGNMENTS SHALL BE IN ACCORDANCE WITH | o/s 6.50 Parish of TUCHEKO!
PIPA INDUSTRY GUIDELINES POP202, 22 AUG 2008. | 2 it r|boaae County of MARCH
7. DETECTABLE MARKING SHALL BE INSTALLED ON ALL MAINS AND PROPERTY SERVICES PER SEQ i 50. SIE. 0.685
WS&S D&C CODE, SECTION 5.4.16. | | | | SocdtHer t4o8 7 NOOSA COUNCIL
8. PE PIPE WELDING, TAPPING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH SEQ WS&S EX HOUSE Locality of POMONA
D&C CODE, SECTION 4.5 |
PROPOSED NEW OVERHEAD
Ke)
BEDDING: | | ELECTRICAL SUPPLY LOCATION —
9. Type C Bedding TO SEQ—WAT-1201-1 (SUBJECT TO TESTING). IN COASTAL SAND TERRAIN NO SCALE
SPECIAL BEDDING IS REQUIRED. IN ALL OTHER SOIL TYPES, SAND BEDDING AND SURROUND |
SHALL BE WASHED 5mm SCREENINGS OR RIVER SAND. FOR 100-200mm PIPE, A MINIMUN OF 025 5 75 10 125 weiers 25
100mm BEDDING AND 100mm OF SAND OVER THE TOP OF THE PIPE IS REQUIRED. ®
W a scale SCALE SHOWN IS ORIGINAL DRAWING SCALE.
THRUST BLOCKS: a T 1:500(A3)  (eNONLY DMENSIONS PROVED
a
10. SUITABLY DESIGNED CONCRETE THRUST BLOCKS TO SEQ-WAT-1205-1 SHALL BE PLACED ON
ALL TEES, BENDS AND DEAD END CAPS. oe op Eo REVISIONS
11. DETAIL A ON SEQ-WAT-1104—1 REQUIRES THRUST BLOCK DETAIL PER SEQ-WAT-1206-1. Vo ————— in
= ee te te ae ae | TREE STREET cov A |_FOR APPROVAL 04/16
HYDRANTS AND VALVES: BM1 ta wy ff wo “ & | REVISED ISSUE FOR APPROVAL 04/16
FIRE HYDRANT SPACING SHALL BE 80M MAX. AND LOCATED OPPOSITE PROPERTY BOUNDARIES iw | ;
AND ADJACENT TO ALL DEAD ENDS. 5B pp
13. HYDRANT VALVES TO BE IN ACCORDANCE WITH AS3952-1991 FOR DN8O SPRING HYDRANTS | T 7 + —_} —
AND SHALL BE FUSION BONDED EPOXY (FBE) OR THERMOPLASTIC POLYAMIDE (RILSAN NYLON SB! g |lpe
11) COATED. ALL FASTENERS ARE TO BE 316 STAINLESS STEEL. HYDRANT VALVES TO BE IN = | /
ACCORDANCE WITH UNITY WATER STANDARD. z LramywaieR 10 PROMDE FEE FOR SUPPLY FILES

14, UNITYWATER REQUIRES ALL HYDRANT RISERS TO BE DN100.

 

& INSTALLATION OF NEW TAPPING BAND é&

WATER METER TO SERVICE PROPOSED LOT 2 COMPUTER DIRECTORY

K\JOBS\CT Pr] N prg\i511 wythes SW INFILTRAT PI\|
Design\Current DWG:_1511-01_06 BASE PLAN

FOR APPROVAL

Sheet 5 of 5
drawing number

1511 —05
XK date APRIL 2016 yy,

 

 

 

 

WATER SERVICE CONNECTIONS:
WATER CONNECTIONS TO BE IN ACCORDANCE WITH UNITY WATER STANDARD DRAWINGS.

ie BRASS PLAQUES (MARKED "W") ARE TO BE PLACED IN THE KERB WHERE CONDUITS CROSS
THE KERB IN ACCORDANCE WITH UNITYWATER STANDARD DRAWINGS.

17. WATER SERVICES’ CONNECTIONS 10 BE LOCATED ON ALTERNATE BUILDING LINES TO ENERGEX
METER BOXES.

 

 

 

sheets

 

UNITYWATER_LIVE_WORKS:

18. ALL CUT-INS AND OTHER WORKS ON EXISTING MAINS TO BE PERFORMED BY UNITY WATER
AND ACTUAL COST INCLUDING PLANT, LABOUR AND MATERIALS TO BE MET BY THE DEVELOPER.

19. PROVIDE 5.0m SPACE BETWEEN EXISTING AND PROPOSED WATER MAINS TO ALLOW FOR
UNITYWATER CONNECTION.