109 Gympie Terrace Noosaville APPLICATION · 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

EX. SMH

11.000

TAPER

 

150¢ PIPE INLET PLACE AT
LOW POINTS ALONG
NEIGHBOURING BLOCK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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SITE PLAN — STORMWATER DRAINAGE
Scale 1: 100
NOTE:
IF NEIGHBOURING SITES ARE
DEVELOPED THEN SIDE ENTRY
PITS ARE NO LONGER REQUIRED.

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

 

 

 

 

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

 

 

1/N12 TOP

GROUND LEVEL

 

190 BLOCK - CORE

 

 

FILLED N12-400 V & H. ———P
— LAP BARS SOOMM.

 

 

PROVIDE FULL HT.
MOVEMENT JOINTS AT
8.0M CTRS.

 

 

ALL CORES CLEARED <=
BEFORE POUR VIA

CLEAN-OUT BLOCKS. N P

GROUND LEVEL

 

 

 

 

O wg 200MM FREE DRAINING

 

 

 

 

450
FOOTING BEAM

 

 

 

 

 

 

\ XO

BACKFILL WITH AGI PIPE
TO OUTLET.

150 THK HEEL SL82
MESH TOP 40 COVER.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

H B =
1200 | 800
800 | 600
500 | 200 3 0 0 B

 

SLIITM TOP & BOTTOM
R6 LIGS AT 900 CTRS

(RW-01) ~ RETAINING WALL

TYPICAL SECTION

 

NEWIBLOCK WALL

 

 

 

 

 

 

 

 

 

 

 

 

NEW FOOTING

 

(ZZ
350@ CONCRETE PIER
FOUNDED 300 BELOW K&D
SEWER HCB INVERT ND
|.

 

/ EXISTING HCB

8

FP

 

 

 

1000 Min. | 1000 Min.

 

BETWEEN TOP OF UNDERPINS AND
UNDERSIDE OF EXISTING FOOTING

> te DRY PACK MORTAR
rx

FP

 

 

 

 

(— FOOTING/SEWER CRITICAL DEPTH

3508 CONCRETE PIER
FOUNDED 300 BELOW
SEWER INVERT LEVEL

 

(7 SECTION

CONNECT SW PIPES TO
ADAPTORS

~

KERB

oa

GYMPIE TERRACE

aS

7

CONNECT SW PIPES TO

 

we

ADAPTORS

KERB VIA APPROVED KERB

KERB VIA APPROVED KERB

EX. SWPT
RC. HW.
EX. SMH
E.0.B.
K&C
NS.L.

TP
EP.
KERB

FALL

CPI

 

 

 

 

 

 

 

 

 

RW-01

BLOCK RETAINING WALL

AS SPECIFIED.

 

a
EXIST
FILLED ALLOTMENT GL
tm

ae

FILLED ALLOTMENT

EXISTING STORMWATER PIT
REINFORCED CONCRETE HEADWALL
EXISTING SEWER MANHOLE
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL

FIRE HYDRANT

TELSTRA PIT

ELECTRICAL POWER POLE
EXISTING KERBING

LEGEND

INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.

INDICATES DIRECTION OF FALL
OR DOWN AS INDICATED.

450Sq GRATED FIELD INLETS,
PRE-CAST CONCRETE. HEAVY DUTY
GRATE WHERE IN DRIVEWAY

INDICATES PROPOSED STORMWATER
DRAIN EXISTING MIN 1 in 100
GRADE U.N.O.

INDICATES EXISTING SEWER LINE

150¢ PIPE WITH GRATE OVER,
PLACE AT LOW POINTS ALONG
NEIGHBOURING BLOCK

TYPE 1 RETAINING WALL REFER
DETAILS

g
3

   
   
 

at ——BLOCK RETAINING

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.
6. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING
STRUCTURES/BUILDINGS THROUGHOUT THE WORKS, PARTICULARLY DURING
EARTHWORKS. REFERENCE SHOULD BE MADE TO OUR CRITICAL DEPTH LINE
DIAGRAM OR SEEK GUIDANCE DIRECTLY FROM THIS OFFICE
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 10
WORK COMMENCING
FILLING NOTES:
THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND
DEBRIS.
— THE SUBGRADE IS TO BE PROOF ROLLED WITH A VIBRATING STEEL DRUM
ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95% THE
COMPACTION IS TO BE SUFFICIENT TO ACHIEVE A BLOW COUNT OF 7 BLOWS
PER 300mm WITH AN APPROVED PERTH SAND PENETROMETER FOR A DEPTH
OF 1.0m BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST RESULTS
SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
— UPON THE WRITTEN APPROVAL OF THE SUBGRADE PREPERATIONS BY SCG
CONSULTING ENGINEERS THE ALLOTMENT IS TO BE FILLED TO THE SPECIFIED
LEVELS.
— THE FILL MATERIAL CLEAN GRANULAR MATERIAL (LE. SAND TO A CLAYEY
SAND IN ACCORDANCE WITH AS1726) BE FREE OF ANY ORGANIC MATERIAL
AND HAVE A CLAY CONTENT OF LESS THAN 12% (PLASTICITY INDEX LESS
THAN 25%, LINEAR SHRINKAGE OF 15%). THE PROPOSED MATERIAL |S TO BE
INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO ITS REMOVAL TO
ENSURE ITS COMPATABILITY.
— THE FILL IS TO BE PLACED AND COMPACTED IN ACCORDANCE WITH
AS3798-1996 TO A LEVEL SUFFICIENT TO ACHIEVE A LEVEL 1 CERTIFICATION
WITH A MINIMUM RELATIVE FIELD DENSITY OF 95% COPIES OF COMPACTION
TEST RESULTS SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR
APPROVAL.
— FILLING AND COMPACTING ADJACENT EXISITING STRUCTURES |S TO BE IN
STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND SPECIFCATIONS.
— AREAS WHERE EXISTING STRUCTURES OR TREES ARE REMOVED SHALL BE
BACKFILLED WITH THE APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE
WITH AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95%.
— ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE PREPARATION
SHALL BE REMOVED AND REPLACED WITH THE APPROVED FILL MATERIAL
COMPACTED IN ACCORDANCE WITH AS2870-1996 10 ACHIEVE A MINIMUM
RELATIVE FIELD DENSITY OF 95%.
— SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED PRIOR
TO CONSTRUCTION COMMENCING.
PAVEMENT NOTES:
1. PRIOR TO PLACEMENT OF PAVEMENT MATERIAL THE SUBGRADE IS TO BE
STRIPPED TO LEVEL. ANY ORGANIC MATTER OR DEBRIS IS TO BE REMOVED
AND REPLACED WITH APPROVED COMPACTED MATERIAL. THE SUBGRADE
SHALL BE PROOF ROLLED TO A MINIMUM OF 98% DRY DENSITY AS
DETERMINED BY COMPACTION TESTING IN ACCORDANCE WITH AS1289
2. PAVEMENT MATERIALS SHALL COMPLY WITH THE FOLLOWING MAIN ROADS
DEPARTMENT SPECIFICATION MRS11.05:

— BASE COURSE TO CONSIST OF AGGREGATE TYPE 2.3, GRADING B OR C
3. PAVEMENT MATERIAL SHALL BE EXTENDED A MINIMUM OF 150MM BEYOND
THE EDGE OF DRIVE AND SHALL BE A MINIMUM OF 100MM THICK U.N.O.
4. BASE AND SUB-BASE COURSES ARE 10 BE COMPACTED IN LAYERS NOT
EXCEEDING 150mm IN THICKNESS TO ACHIEVE 95% DRY DENSITY OR GREATER
WITH ONE TEST PER 200mm THICKNESS OF EACH LAYER.
5. ALL COMPACTION TESTING RESULTS TO BE PRESENTED TO THE ENGINEER
FOR APPROVAL PRIOR TO PROCEEDING TO THE NEXT STAGE OF
CONSTRUCTION.

 

Checked:
RPEQ 5835
S Richardson

 

 

 

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

 

WALL.
1509 ADJOINING
DRAIN FROM
GRATE CONNECT BOTTOM LAYER TO HAVE
TO 1509 UPVC \ 1508 uPVC PIPE WITH
TRENCH GRATE BORED
La THRU.

 

 

 

NEIGHBOURING
ALLOTMENT

SWP_~ TYPICAL DETAIL

1506 PIPE WITH GRATE

 

 

 

OVER, PLACE AT LOW 1508 UPVC

POINTS ALONG 1 IN 100

NEIGHBOURING BLOCK GRADE i
SECTION X-X

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

 

Title:

STORMWATER DRAINAGE

 

Project

109 GYMPIE TERRACE
NOOSAVILLE

 

Date: Scale: Drawn:

July 16 AS NOTED

 

 

 

 

m0 26199-C3 i