C08-WATER-SERVICE-LAYOUT-PLAN-Rev.1

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YY 150 FIRE SERVICE
| ~~ 50 DOMESTIC WATER METER

 

 

  

 

 

 

 

 

 

aw ASSEMBLY TO UNITYWATER
\__ REQUIREMENTS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

EDGAR BENNETT AVE
ATTUNGA HEIGHTS

AVA WA

ANGLER ST

 

 

 

 

 

 

 

 

 

 

INC YSOON

SCALE 1:5000

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| vA
2s
“a L | \ * N
N
| Yo \ i oN
| | PROPOSED BUILDING |
|
: | \ )
| | ’ ( |
~ .
\ \ \
| | PROPOSED BUILDING _ | ENVIRONMENTAL CONDITIONS GENERAL NOTES
| =a \ | | PLACE ON YOUR DRAWING NOTES AS RECEIVED IN YOUR APPROVAL LETTER FROM 4. ALL WORK AND MATERIALS SHALL BE IN
| ‘\ | THE ENVIRONMENTAL REGULATOR OR MANAGER. IF NOTES RELEVANT TO THIS ACCORDANCE WITH CURRENT SOUTH EAST QUEENSLAND
| | \ | | ESTATE ARE NOT SPECIFIED IN YOUR APPROVAL LETTER, TYPICAL NOTES AS WATER SUPPLY CODE SPECIFICATIONS AND STANDARDS.
> | \ a FOLLOWS SHALL BE PLACED ON ALL DRAWINGS. 2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND
H \ | | \ | VEGETATION. PROTECTION WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN
+ STANDARDS.
t VEGETATION PROTECTION
\\ | | SITE | A. TRESS LOCATED ALONG THE FOOTPATH SHOULD BE, WHERE 5. ADOPT TOP OF KERB AS PERMANENT LEVEL.
\ POSSIBLE TRANSPLANTED PRIOR TO CONSTRUCTION, OR 4. COVER ON MAINS FROM PERMANENT LEVEL TO BE AS
oN \ \ | REPLACED IF DESTROYED. SHOWN IN SEQ-WAT-1200-2.
| | \ | B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD 5. CONDUITS TO BE INSTALLED IN ACCORDANCE WITH
N \ | ; GIRDLES SHOULD BE CONSTRUCTED WITH 1.8m BATTENS THE STANDARD DRAWINGS. ,
| | \ | CLOSELY SPACED AND ARRANGED VERTICALLY FROM GROUND 6. A WATER METER SUPPLIED AT THE DEVELOPER'S
\ N LEVEL. GIRDLES MUST BE STRAPPED TO TREES PRIOR 10 COST, IS TO BE INSTALLED AT THE SERVICE POINT OF
| | = \ | CONSTRUCTION AND REMAIN UNTIL COMPLETION. EACH LOT IN ACCORDANCE WITH STANDARD DRAWING
\ ~~ \ Ls . C. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED FOR SEQ-SP.
| | \ \ “ / | IF ROOTS ARE SEVERED THE DAMAGED AREA SHOULD BE TREATED 7. ALL MATERIALS USED IN THE WORKS SHALL COMPLY
\ \ 1 WITH A SUITABLE FUNGICIDE. CONTACT RELEVANT COUNCIL ARBORIST WITH THE SEQ—SP’s ACCEPTED PRODUCTS AND MATERIALS
| | v Y =| / | FOR FURTHER ADVICE. LIST OR BE APPROPRIATELY SHOWN, LISTED AND DEFINED
res IN THE ENGINEERING SUBMISSION SO THAT THE ALTERNATIVE
| [ CL _~ D. AOEROVED WRBONRT SHOULD BE UNDERTAKEN BY AN PRODUCT OR MATERIAL CAN BE ASSESSED AND IF APPROPRIATE,
| \ ~\ | APPROVED BY THE SEQ-SP.
| | \ ) | SOIL 8. ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER
\ =~ MAINS,
| | | ™~ \ A. TOPSOIL AND SUBSOIL SHOULD BE STOCKPILED SEPARATELY. 9. TEST/CHLORINATION POINTS TO BE INSTALLED IN
> | | \ \ \ | B. CARE SHOULD BE TAKEN TO PREVENT SEDIMENT FROM ACCORDANCE WITH STANDARD DRAWING NO.
Ly N | La \ \ ENTERING THR STORMWATER SYSTEM. THIS MAY INVOLVE SEQ-WAT-1410-1.
\ \ . PLACING APPROPRIATE SEDIMENT CONTROLS AROUND 10. THE CONSTRUCTION OF THE WATER RETICULATION
| | h STOCKPILES WORK SHOWN ON THIS DRAWING MUST BE SUPERVISED
| | \ \ X Yo C. ACID SULPHATE SOILS EXIST IN THE WORKS AREA. THE OUTPUTS BY AN ENGINEER WHO HAS RPEQ REGISTRATION. WORKS
PROPOSED BUILDING | \ FROM THE RISK ASSESSMENT BASED ON THE QUEENSLAND ACID NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE
| | \ = | SOLS BE MANAGED AS FOLLOWS oe TAT ACD SULPHATE PERMITTED 10 CONNECT TO THE RETICULATION SYSTEM.
| | o\
\ | | CREEK CROSSINGS
| | | \ 4 PROPOSED BUILDING | A. SILTATION CONTROL MEASURES SHOULD BE PLACED ALL ENVIRONMENT PROTECTION MEASURES SHOULD BE
| —_——)—- — s i | DOWNSTREAM OF ANY EXCAVATION WORK. IMPLEMENTED PRIOR TO ANY CONSTRUCTION WORK,
» | | 1 \ ' B. APPROPRIATE SEDIMENT CONTROLS SHOULD BE USED 10 INCLUDING CLEARING, COMMENCING.
“Mp | | \ \ | PREVENT SEDIMENT FROM ENTERING THE CREEK.
~ | \ \ \ C. NO SOIL SHOULD BE STOCKPILED WITHIN 5m OF THE CREEK.
\ / |
} | \ \ { REHABILITATION
N L_ _ __ a — — — — — — + — ee ea A. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS
\ ARE 10 BE REINSTATED.
2y %y | 5, | RESTORED.
— PROPERTY BOUNDARY LINE
T EXISTING TELSTRA LINE
w EXISTING WATER MAIN
By --~—— _— EXISTING CONTOUR LINE (1.0m INTERVALS)
APPROVED SCALE 1:250 JOB DESCRIPTION DRAWING TITLE
NEIL McKENZIE & ASSOCIATES PTY. LTD. a 4 NOOSA YOUNGCARE WATER SERVICE LAYOUT PLAN
CONSULTING ENGINEERS CHECKED NWN 32 VIEWLAND DRIVE
VIEWS, REE 2087, NPER 3 14/699a SANDGATE ROAD DESIGNED NM NOOSA HEADS
! 14.08.21 a THIS DRAWING REVAINS THE PROPERTY OF PHONE: (07) O3862 1886 APPROVED NM CLIENT DRAWING REVISION
No. REVISION DATE DWN | NEIL McKENZIE & ASSOCIATES (C) Copyright FAX: (07) 3862 1397 DATE SEP. 21 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-C08 NUMBER |