MCU14/0024 - Response to Information Request - Attachment 2

 

 

DRAWING SIZE — Al

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

|. FFL 25.500
1152 \
GRATED Xe \
ln: 1002 \ [25589] - |on:| Seg
\ : =1: 71.38 |
_ LEFT HAND SIDE. ~—— S
oe DRIVEWAY PROFILE >{25.966]
\ ‘CENTERLINE cr 750 eee
4 114,80
e ‘ \ @. hs, 4.79 [26775]
t x X ‘a x Ch:
, . GRATED DRAIN
—1:7,16 2
SURFACE DOWN TO
DRIVEWAY LEVEL AND |
MAKE GOOD. |
%----- TTT TTS ST o. g
g N N
Q
ROAD RESERVE
SITE PLAN — DRIVEWAY PLAN
(Scale 1: 100)
EXISTING SURFACE LEVEL g PROPOSED ¢ PROFILE
SHOWN DASHED sw 2 GRADES INDICATED =,
8 > z
28.00 28.00
5 |
. 27.00 27.00
So + yee Sh
o 26.00 J a 26.00
oo |
25.00 | 25,00
= 2 2 2 2
EXISTING S.L. - s 5 ss < ig
roy lo | oT leo Iolo Je |
PROPOSED LEVEL — ee ee et eee
CUT/FILL - S 3 S S S
Oo Oo Oo
CHAINAGE — 2 2 z S 2

 

 

 

DRIVEWAY PROFILE LEFT HAND SIDE

Ww

 

on

 

Elevat

 

—— RIGHT HAND SIDE
DRIVEWAY PROFILE
CENTERLINE

 

_ GRADE FILL DOWN 10
EXISTING SURFACE
LEVEL AND MAKE GOOD.

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

 

EXISTING SURFACE LEVEL ———

LEGEND

—~ INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS 10 AHD.

2 INDICATES EXISTING SURFACE
< CONTOURS AND LEVELS TO AHD.

 

Ng EXISTING SURFACE SPOT LEVELS.

DISTANCE FROM ROAD RESERVE
ALONG PROFILE LINE OF DRIVEWAY

FFL 25.500 |noicaTES PROPOSED FINISHED
FLOOR LEVELS

rau, INDICATES DIRECTION OF FALL
TO FINISHED DRAINS.

Ch: 7.433

x [29.740] INDICATES PROPOSED FINISHED
SURFACE LEVELS

PROPOSED ¢ PROFILE

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SHOWN DASHED z GRADES INDICATED
28.00 28.00
SS 77.00 27.00 -S
2 26.00 EBL 25.500 26.00 &
25.00: = 25.00
EXISTING S.L. — 2 S 2
[Ik Te | le | & 1
PROPOSED LEVEL — foe eo 8
CUT/FILL - = x § x 5
CHAINAGE — S 2 = 5
DRIVEWAY PROFILE RIGHT HAND. SIDE

    

For SCG CONSULTING ENGINEERS.

RPEQ No: 5835

CONSTRUCTION NOTES
GENERAL:
1, DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING QUT 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 10 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
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 (I.E. 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 IS 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 IS 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 TO 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 70 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.

OF POM 4950 © 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

 

“FOR COUNCIL APPROVAL

 

DEBUILD T/A

SCGconsulting ENGINEERS
STRUCTURAL eCIVILeGEOTEC CAL
ABN 40 098 481 899

 

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

 

Title:

DRIVEWAY PROFILE

 

Project

LOT 23 MARCUS DUNES CT,
CASTAWAYS BEACH

 

Date: Scale: Drawn:

MAY 14 AS NOTED

 

 

 

 

Drg No. 93277-Cl Rev. .