16-001014-103(A)

 

 

ROADWORKS AND DRAINAGE NOTES ROOFWATER NOTES

CAUTION !!

 

 

1. ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH CURRENT NOOSA COUNCIL STANDARD DRAWINGS AND PLANNING SCHEME POLICY PSPOS. 1. SET OUT POINT FOR DRAINAGE STRUCTURES IS TO THEIR GEOMETRIC CENTRE. UNDERGROUND
2. THE CONTRACTOR SHALL TAKE OUT ALL APPROPRIATE COUNCIL AND MAIN ROADS DEPARTMENT PERMITS PRIOR TO COMMENCING WORK. 2. ROOFWATER PITS SHALL BE IN ACCORDANCE WITH |.P.W.E.A.Q. STD. DRG. D-0110. ELECTRICAL CABLES
UNDERGROUND ELECTRICITY
3. THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION OF ALL EXISTING SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR RECTIFICATION 3. HOUSE CONNECTIONS EXCLUDING INSPECTION PITS SHALL BE LOCATED 4.0m UPSTREAM OF THE SIDE CABLES EXIST IN THIS VICINITY.
OF ANY DAMAGES TO EXISTING SERVICES WHICH MAY OCCUR. THE LOCATION OF EXISTING SERVICES ON THESE DRAWINGS IS APPROXIMATELY ONLY. BOUNDARY UNLESS SHOWN OTHERWISE. (TAT Ieee FO ABLE
4. WORKS SHALL BE PROGRAMMED SO AS NOT TO DISTURB NEARBY HOUSEHOLDERS EITHER BY DUST, NOISE, FLOODING, SILTATION OR DISCONNECTION OF SERVICE. 4. ROOFWATER DRAINLINES SHALL BE BEDDED AND SURROUNDED WITH SAND TO 100mm ABOVE THE CROWN OF BE TAKEN WHILST EXCAVATING
5. LEVELS AND GRADIENTS AT JUNCTIONS WITH EXISTING WORKS MAY BE VARIED AS REQUIRED TO ACHIEVE A SATISFACTORY CONNECTION AND THE CONTRACTOR SHALL INCLUDE THE PIPE. CAUTION !!
COST OF THIS WORK IN THE TENDER PRICE. WHERE NEW WORK JOINS EXISTING, THE EXISTING PAVEMENT IS TO BE SAW-CUT BACK 300mm TO ENSURE A NEAT JOIN. THE WORK 5. HOUSE CONNECTIONS TO EXTEND A MINIMUM OF 1.0m PAST ADJACENT SEWER LINES. WAM ITIVIN

UNDERGROUND
TELECOMMS CABLES

SHALL TRANSITION NEATLY WITH THE PAVEMENT SO THAT THE DEVIATION FROM THE LINE OF 3.0m STRAIGHT EDGE SHALL BE NO GREATER THAN 10mm. 6. ROOFWATER DRAINAGE PIPES TO BE uPVC [100% CLASS SN6, 150% CLASS SN4), OR FRC CLASS 2 WITH

 

 

6. ALL FILL AREAS SHALL BE CLEANED OUT TO SOLID AND INSPECTED BY THE SUPERINTENDENT BEFORE FILL IS PLACED. RUBBER RING JOINTS. UNDERGROUND TEL COMMUNICATION
7, ALL ALLOTMENT EXCAVATION AND FILLING SHALL BE COMPACTED TO NOT LESS THAN 95% DENSITY RATIO (TO AS 1289-5.1.1 - STD. COMPACTION) 7. MINIMUM COVER TO PIPES TO BE 450mm UNLESS SHOWN OTHERWISE AND TO SUIT FINISHED SURFACE LEVEL. CONTACT SuPrlien FDR CABLE
8. ALL ROAD CROSSING SERVICES CONDUIT ENDS SHALL BE EXPOSED AND THE CONDUITS RODDED AT THE PRE-SEAL INSPECTION WITH COUNCILS ENGINEER. 8. ENDS OF PIPES AND STUBS TO BE CAPPED. LOCATIONS. EXTREME CARE HUST
9. FOOTPATHS SHALL BE TRIMMED AND ROLLED PRIOR TO PLACING OF 75mm (MIN COMPACTED THICKNESS) OF APPROVED TOPSOIL AND GRASS SEEDING OR TURFING AS DIRECTED.

80% GRASS COVERAGE MUST BE ESTABLISHED BY THE “OFF MAINTENANCE” INSPECTION

ALL STORMWATER PIPES 375 UNLESS SHOWN OTHERWISE

ALL INTERNAL DRIVEWAYS TO HAVE 1:14 MAX GRADE TO EDGE OF PAVEMENT/CONCRETE IN ACCORDANCE WITH AS/NZS 2890.1-2004 AND/OR AS/NZS 2890.2-2002

THE STORMWATER PIPE CLASSES HAVE BEEN DESIGNED FOR SERVICE LOADS ONLY.

CLASSES IF NECESSARY, IN ACCORDANCE WITH AS3725-2007.

 

 

      
 
     

 

 

THE CONTRACTOR SHALL ASSES ANTICIPATED CONSTRUCTION LOADS AND UPGRADE THE PIPE

1 IN 4 TURFED BATTER FOR MIN. 0.25m HIGH
FOR REDIRECTION OF FLOW ALONG SITE
BOUNDARY TO STORMWATER PIT 1/15

2.0m WIDE CONCRETE FOOTPATH

 

SITE a

CAUTION !!
OVERHEAD
ELECTRICAL CABLES

OVERHEAD ELECTRICITY CABLES
EXIST IN THIS VICINITY. CONTACT
ENERGEX WHERE CABLE
CLEARANCE IS COMPROMISED BY

ACOUSTIC FENCE BY OTHERS.
REFER SOUND ENGINEERS PLANS
FOR HEIGHT AND DETAILS

 

 

 

 

 

 

 

 

 

 

 

 

©
cLM STREET IN ACCORDANCE WITH N.S.C. o MACHINERY.
x Ble oy STANDARDS os
= _— a 50m
FENCE LOCATION |Z a\2 ~e LL | __ [| CANDSCAPE BUFFER
BY OTHERS |3 els i
8 3.00m TS ROT -——
- SITE 3 - [| 3.0m
SITE 17
RL104.35 LANDSCAPE BUFFER APPROXIMATE LOCATION OF EXISTING aaa
= TRADING POST ROAD - UNDERGROUND TELSTRA. CONTRACTOR TO fl CONCRETE SLEEPER RETAINING WALL BY
ooo we - CONFIRM DEPTH AND LOCATION ON-SITE PRIOR OTHERS. NO ALLOWANCE FOR ACOUSTIC
: 7 TO COMMENCEMENT OF VERGE WORKS (TYP). FENCE DESIGN.
g
R Z| EXISTING KERB
5 Z ax
z we
APPROXIMATE LOCATION OF PROPOSED SECTION (A BUND TO BE MIN, RL 107.785
UNDERGROUND ELECTRICAL. SCALE (A \027 TO ENSURE NO OVERFLOW

REFER ELECTRICAL ENGINEERS DRAWINGS

 

 

SCALE {A3}
APPROXIMATE LOCATION OF EXISTING

UNDERGROUND COMMS AND ELECTRICAL.
CONTRACTOR TO CONFIRM DEPTH AND

 

 

 

 

 

 

MAX. 1 IN 4 TURFED BATTER

co
a

  
 
   

INTO DOWNSTREAM SITE.
REFER SECTION G

 

   

 

 

 

 

OVERFLOW INTO DOWNSTREAM SITE AND TO

FENCE LOCATION =I LOCATION ON-SITE PRIOR TO COMMENCEMENT bebeeeseo MK éo0mm
BY OTHERS Ne © OF VERGE WORKS. ___/_BEPRESSED MIN. -
5 _-j---
0.30m__ Ne 3.00m - SHE 10 - d
2.0% MIN. LANDSCAPE BUFFER —_ TRADING POST ROAD -
- SITE 9 - et Se
= =RL105,75 — ~~, g x SECTION (F \
% EXISTING KERB SCALE (AN: 100 \ 702)
CONCRETE SLEEP RETAINING WALL (l 3 SCALE (A3):1:200
REFER DETAIL ON DRG 16-001014-105 2
SS SECTION (8) BUND TO BE MIN. RL107.785 TO ENSURE NO ©
3|8 =

PROVIDE GROUTED STONE

STRUCTURE 1/15 DEPRESSED MIN.
400mm TO ENSURE 100% CAPTURE OF
EXTERNAL CATCHMENT FLOWS.

REFER DRG 16-001014-119 FOR DETAILS

MAX. 1 IN 4

TURFED BATTER

PB

a

- SITE 12 -

Sz
Bis
als

  
  
 
 
 

SCALE {A1: 1:100 (4027

SCALE (A3):1:200

r CONCRETE FOOTPATH WITH HANDRAILS.
REFER DRG 16-001014-102 FOR SETOUT

|

 

 

 

 

 

A

SECTION (“C)
SCALE {A1): 1:00 X02)

SCALE (A3):1:200

 

0.3m_MIN.

tr

SECTION @
:1:100
Stale i200 NO

0.3-0.5m HIGH BUND AT 1 IN 2 MAX
TO DIRECT FLOW ALONG BOUNDARY
TOWARD STORMWATER PIT 11/T

 
  

SLOPE VARIES

LOCALISED AREA OF FILLING TO ALLOW
FUTURE AGED CARE SITE TO DRAIN
FREELY TOWARD NORTHERN CORNER.
REFER DRG. 16-001014-104 FOR DETAILS

DIRECT OVERFLOWS TO TRADING POST ROAD

- TRADING POST ROAD -

——

 

 

 

 

SECTION (6 \
SCALE (Atk 1100 (302)

SCALE (A3):1:200

1 IN 4 TURFED BATTER FOR MIN. 0.25m HIGH
FOR REDIRECTION OF FLOW ALONG SITE
BOUNDARY TO STORMWATER PIT 1/15

2.0m WIDE CONCRETE FOOTPATH
IN ACCORDANCE WITH N.S.C. 4
STANDARDS

 

   
   

>

EXISTING KERB

FULLY TURFED BATTER,
MAX 1 in 2, TO EXISTING
TOP OF BANK TO ENSURE
NO PONDING

- FUTURE AGED CARE SITE -

N.S.C. REF NO. MCU15/0111 & REC15/0031

 

 

 

 

 

 

 

 

 

 

 

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