Revised Civil drawings · MCU16/0103

Issue:

                               DEBUILD T/A


 SCG
                      ABN 40 098 481 899




   Title:




   Project




Date:        Scale:   Drawn:

Drg No.


[OCR of page images]
 

 

DRAWING SIZE - Al

Sy

LOT 5 ON RP 79817

EX. SMH

 

1506 UPVC ROOFWATER
PIPE 1:200 GRADE.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
  

2/125x75
/ RHS GALV

a

APPROVED KERB
ADAPTORS

REFER DRG's 26199-C2
FOR DRIVEWAY DETAILS

||

 

 

=P

 

 

 

 

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POQL
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PROPOSED Ul
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a [7 DPR DPS LU \ N
RW RW RW RW RW RW RW RW RW Ww RW R RW

 

 

 

 

 

 

 

 

 

 

100 9
uPVC S.W

APPROVED KERB
ADAPTORS

KERB

 

 

 

 

 

 

 

BLOCK RETAINING WALL,
REFER Drg C3 FOR DETAILS.

 

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

 

 

 

TOTAL ROOF STORM WATER FLOW RATE
Qy = 19.6 L/s

 

 

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

 

 

E 1506 UPVC ROOFWATER
PIPE 1:200 GRADE.

SITE PLAN — ROOFWATER DRAINAGE

Scale 1: 100

| AGP

2/125x75 _|
RHS GALV

 

 

 

GYMPIE TERRACE

 

 

 

 

 

 

 

 

EX. SWPT EXISTING STORMWATER PIT
RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
T.P TELSTRA PIT
EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING
LEGEND
INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AXD.
ra, INDICATES DIRECTION OF FALL
OR DOWN AS INDICATED.
GP1 —450Sq GRATED FIELD INLETS,
PRE-CAST CONCRETE. HEAVY DUTY
GRATE WHERE IN DRIVEWAY
py INDICATES PROPOSED ROOFWATER
DRAIN MIN 1 in 200 GRADE U.N.O.
INDICATES APPROXIMATE. POSITION
OF EXISTING COUNCIL SEWER LINE
op INDICATES 90mm uPVC DOWN PIPE

LOCATION AS SHOWN ON PLAN.

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.

FOOTPATHS AND DRIVEWAYS:

1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL

2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES

3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY FINISHED
TREATMENTS, EG. STAMPING

4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m

5. CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600

6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH.

7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH
WIRE CUT ALONG JOINT.

8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.

9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF
CURVE

10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR TO
WORK COMMENCING

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 PRIOR TO THE COMMENCING OF
WORK.

5. STORMWATER DRAINAGE PIPES SHALL BE CLASS SH UPVC OR HARDIES CLASS
2(X) FRC PIPE LAID AT A MINIMUM GRADE OF 1 IN 100 U.N.O. JOINS ARE 10 BE
CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS.

6. SEWERS 100MM DIAM. UPVC U.N.O. AND LAID AT A MINIMUM GRADE OF 1 IN
60.

7. WATER SUPPLY PIPEWORK BELOW GROUND IS 10 BE ;

63MM DIAM. OR LESS - HIGH DENSITY TYPE 50

CLASS 12 POLYETHYLENE

8. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK TO BE TYPE B
COPPER.

9. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL JOINS AND
CONNECTIONS SHALL BE MADE ABOVE THE SLAB.

10. FIRE HYDRANTS ARE 10 BE INSTALLED ARE 10 BE INSTALLED IN
ACCORDANCE WITH AS2419.1. HOSE REELS ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2441,

11. CLEAN—OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED IN
VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED WITH EITHER BRASS
OR CAST-IRON COVERS.

12. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED CONCRETE
PATH BOXES.

13. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE
WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.

14. THE TERM 'SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE DIAMETER
UNLESS NOTED OTHERWISE.

 

 

 

Checked:
RPEQ 5835
S Richardson

 

Q 2 1° ~~ 4:250 @ AI

1:500 @ A3

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated drawings are
copyright and are not to be used or reproduced without the written permission of
SCG Consulting Engineers.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AMEND DATE DESCRIPTION APPR.

 

AMENDMENTS

 

 

SSUFOR APPROVAL

DEBUILD T/A

SCG consulting ENGINEERS
STRUCTURALeCIVILeGEOTECHNICAL
ABN 40 098 481 899

 

1/11 PROJECT AVE, NOOSAVILLE QLD 4566
Ph (07) 5455 5604 Fax (07) 5455 5696

 

Title:

ROOFWATER DRAINAGE

 

Project

109 GYMPIE TERRACE
NOOSAVILLE

 

Date: Scale: Drawn:

July 16 AS NOTED

 

 

 

 

m0 26199-C3.4 ia