Appendix C - SCG engineering plans - MCU19-0030

 

 

DRAWING SIZE — A2

LOTS 1 ON RP 66483 & RP 70165
Level Datum AHD PSM 75737 RL 1.433

N

LEGEND

_--7-77 INDICATES PROPOSED SURFACE
48.07 CONTOURS AND LEVELS 10 AHD.

__ 50h 5
418.0 EXISTING SURFACE SPOT LEVELS.

INDICATES FINISHED SURFACE GRADE

RAMP. INDICATES DIRECTION OF RAMP UP OR
—= DOWN AS INDICATED

rau. INDICATES DIRECTION OF FALL
= TO FINISHED SPOON DRAINS.
NZ
X].e
CONCRETE WITH GRATED LID INSTALLED

Ecr1
IN TURFED AREAS.

1 300Sq FIELD INLETS, PRE-CAST
CONCRETE WITH GRATED LID INSTALLED
IN PLANTERS.

150(W) GRATED DRAIN WITH HEAVY
DUTY GRATE.

PROPOSED STORMWATER JUNCTION BOX,
PRE-CAST CONCRETE. AND SEALED LID

PROPOSED FIELD INLETS, PRE—CAST

GD-150

— E ———_ INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

——_ w————_. INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

T——_—_ INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE

INDICATES ROOF STORMWATER DRAINS
REFER HYDRAULIC CONSULTANT FOR
DETAILS.

DP INDICATES DOWNPIPES FROM ROOF. REFER
HYDRAULIC CONSULTANT FOR DETAILS

 

 

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DIAL1100

BEFORE YOU DIG

 

 

 

2/125x75x4.0 RHS (GALV.)
LAID AT 1 in 100 MIN. INSTALL TO

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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FORMED FLOW PATHS TO DIVERT
RUNOFF TO PITS. 1 in 100 MIN
FALL. TYPICAL.

5, O
AUSDRAIN ENVIROMODULE

2 INFILTRATION CELLS.

 

 

 

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SITE PLAN — STORMWATER MANAGMENT

Scale 1: 200

FALL LANDSCAPED AREAS TO
FORMED FLOW PATHS TO DIVERT
RUNOFF TO PITS. 1 in 100 MIN
FALL. TYPICAL.

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY RESPONSIBLE
FOR THE SERVICE

 

 

 

 

    

   
      
 
 
 
  
 
 
   
   

DRIVEWAY
REFER Drg.

AUSDRAIN ENVIROMODULE
2 INFILTRATION CELLS.

RAINFALL

     

ROOF RUNOFF

DRIVEWAY

 

 

 

 

 

AI N PiTs

 

a 150

TO GROUNDWATER if jl LP

RUNOFF TO COUNCIL
INFRASTRUCTURE

WATER CYCLE DIAGRAMATIC

INFILTRATION PITS

TREAT FIRST FLUSH RUNOFF FROM ROOF’S
—STORAGE AND ONGOING INFILTRATION
REDUCES DEVELOPED SITE RUNOFF

5 «| Checked: Drg No Rev,
run #——7__ym1:100 @ A2_— = RPEQ 5835 28292-SW1.1

CONSTRUCTION NOTES

GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN MILLIMETRES

3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.

4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE ENGINEER
IMMEDIATELY,

5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL
NEW WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH
LINE DIAGRAM.

HYDRAULICS
1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.
2. ALL SANITARY HYDRAULICS AND WATER RETICULATION WITHIN THE
ALLOTMENT BOUNDARY TO BE IN ACCORDANCE WITH AS3500.
3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF AUTHORITIES
HAVING JURISDICTION, AFTER OBTAINING ALL NECESSARY PERMITS AND
APPROVALS.
4, THE CONTRACTOR IS TO CONFIRM THE POSITION OF ALL EXISTING
SERVICES AS INDICATED ON THESE AND ASSOCIATED PLANS DO NOT
CLASH WITH THE PROPOSED PIPE WORKS PRIOR TO THE COMMENCING OF
WORK.
5. ALL TRENCH EXCAVATIONS AND CONSTRUCTION TO BE IN ACCORD
WITH WORKPLACE HEALTH & SAFETY 1989 AND ANY AMENDMENTS AND
THE MINE REGULATION ACT.
6. STORMWATER DRAINAGE PIPES SHALL BE LAID AT A MINIMUM GRADE
OF 1 IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH THE MANUFACTURERS REQUIREMENTS. (REFER NOTE 10.)
7. ALL PRECAST CONCRETE PIPES AND TO MANUFACTURED IN ACCORD
WITH AS. 4058.
8. STORMWATER PIPES SHALL BE THE FOLLOWING CLASSES:

8.1. REINFORCED CONCRETE PIPES (RCP) = CLASS 2.

8.2. uPVC 1006 OR GREATER = CLASS 'SN8’.

8.3. 'STORMPRO’ PIPES = CLASS 'SN8’.
9. ALL RCP PIPES TO HAVE THE FOLLOWING JOINTS U.N.O:

9.1. RCP 600% OR LESS = RUBBER RING JOINT.

9.2. RCP 600% OR GREATER = FLUSH JOINT.
10. ROOF STORMWATER TO DESIGN BY HYDRAULIC CONSULTANTS TO
CLASS ’SH’ U.N.O.
11, INSTALL SW MANHOLE AND FILED GULLY/INLETS IN ACCORDANCE
WITH AS1657 AND AS DESCRIBED BELOW:

11.1. MANHOLE/FIELD INLETS >1.35m DEEP = STEP IRONS.

11.2, MANHOLES 0.85m-3.0m DEEP = STEP IRONS.

11.3. MANHOLES >3.0m DEEP = FIXED ACCESS LADDER.
12. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A MINIMUM GRADE
OF 1 IN 60.
13. WATER SUPPLY PIPEWORK BELOW GROUND IS 10 BE:

13.1. 63mm DIAM. OR LESS —- HIGH DENSITY TYPE 50

CLASS 12 POLYETHYLENE

14. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK TO BE
TYPE B COPPER.
15. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL
JOINS AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
16. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2419.1. HOSE REELS ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2441.
CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED IN
VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED WITH EITHER
BRASS OR CAST-IRON COVERS.
17. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
CONCRETE PATH BOXES.
18. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE
WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
19. THE TERM ‘SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE
DIAMETER UNLESS NOTED OTHERWISE.

 

 

 

 

Revision | Description Date

 

ISS FOR MCU’ APPROVAL

 

Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com
ABN 40 098 481 299

“y SCG Unit 1/11 Project Ave,

DEBUILD TA,

 

Noosa Heads
Title: CIVIL WORKS:
STORMWATER MANAGEMENT

 

Project 217-219 GYMPIE TCE
NOOSAVILLE

 

Date: Mar 2019 Drawn: CK
fp

Design: TH

 

 

S Richardson