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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

KE
2 ud
» § 2 2 8 a a
a
RL=2.24_, s & xe é S 8 © 2 £08
4, K &C
PN NS.L.
|_| FH.
| +L | »® we we 4, TP
a 2 2 & EP.
SS 2? = KERB
LOT 5 ON RP 79817
RL=0.00
E E E E & =
-) Oo So ND LO LO
= e = s = 8
+ + + + + +
oO Co oO Co CO CO
1.00 -- 2.90 -- 4.80 -- 2.23 -- 1.99 -- —
a = re © S S
= € ~ < ~ =
fe F & : E 7 § 5 &ET§
a S — — — —
—N
DRIVEWAY LONG SECTION
©
AN
aA ye
150 KERB TO DETAIL As N y
<x AS
nS Sl 150 KERB TO DETAIL, 1 vb aN =
TT * o
| , “[7755] | mmx  (225]"] | -_ QO
KR 7 3 1:200 > / eis a EXISTING FOOTPATH re
AS \ | |_| \ cl £) € = N z-|
[ 2.255 | [2.220 | Tu. ! a1
azn | x fs) | (tw), S| CUT & REMOVE EXISTING
\ 7000 * a! PATH DURING CONSTRUCTION
6 : | REPAIR AND REPLACE Ly
| x GARAGR RL 2.240 x | 2.220 1 | Ke
TT z
= DRIVEWAY CROSSOVERS IN
a ACCORDANCE WITH IPWEA
7 a STD DRG R-0050 AND Uy
= COUNCIL REQUIREMENTS
st PROPOSED +4 (TW) 2 1}[1.440] [1.240] 3 ~—
<1 DUPLEX —a — . a Q
9 SJ
. ) | =
j GARAGR RL 2.240 REMOVE EXISTING Ss
DRIVEWAY CL CROSSOVER MAKE GOOD
KERB AND CHANNEL
x
| 2.255 |
/ 0 TT] =
1 4 =. Ee |
LZ Sy |
G x
SITE PLAN — DRIVEWAY & ACCESS
Scale 1: 100
2,00
ate — 4 ~ 3 = SL82 MESH (T.d.)
3s MIDDLE —_-—
0 ee 1000
E 2 | \ (K.J.)
0 re N o __| “
— DRIVEWAY SLAB S ~ = = t
125mm THK ver roo.cn g Jee tp
8 SL82 MESH ~ Soe = ease a a
: vy 40mm TOP COVER CONTROL JOINT. [VAL Z LZ) SUBGRADE PREPERATION, REFER TT waht AN 2 FALL.
nex (ee | 4 x on coup Z 72) — GENERAL NOTES 4 \ eM
=e a a ON-SITE SAN UT AND SIND BED. x
LEV LI Pizémm NSD. CONCRETE PAVEMENT, SL82 MESH MIDDLE BACK OF KER BARRIER, SEMI-MOUNTABLE, MONTABLE
150 LLLLLLLL EE 100 THX COMPACTED BASE COURSE SAND OR CRUSHER DUST KERB & CHANNEL OR INVERT CROSSING
VANTON doin TOP. COVER —SUB-GRADE PREPERATION IN ACCORDANCE WTH +
CUT EVERY SECOND WRE SPECIFICATIONS /NOTES CROSSOVER DETAIL
SECTION ~ BARRIER KERB Tu) TOOLED JOINT DETAIL 50mm CLEAR ALONG LIE DRIVEWAY PAVEMENT SECTION (SCALE 1:20) -
www.dialbeforeyoudig.com.au v
CONTRACTOR TO TOPSOIL AND TURF ANY
CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO
DI A L1100 COMMENCING WORKS ON SITE. ALL SERVICES ARE RE ACN Se ConieROctON Soe W

if

   
 

TN
\

 

BEFORE YOU DIG

 

 

 

 

 

 

 

 
 
   
  
        
  

 

 

 

 

 

 

 

 

 

TO BE PROTECTED IN ACCORDANCE WITH THE
AUTHORITY RESPONSIBLE FOR THE SERVICE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

EX. SWPT 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.

125 THK. DRIVEWAY SLAB ON
COMPACTED MATERIAL, SL82 MESH,
TOP 50 COVER, FLEXIBLE JOINT
AGAINST MASONRY/CONCRETE.

DENOTES WET TOOLED JOINT TO
TERRACE SLAB, REFER TO DETAILS

DENOTES FORMED KEY JOINT 10
DRIVEWAY SLAB, DETAIL 10 DETAILS

INDICATES DIRECTION OF FALL UP
OR DOWN AS INDICATED

INDICATES PROPOSED FINISHED
SURFACE LEVELS

EXISTING SURFACE SPOT LEVELS.
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE
INDICATES TELSTRA LINE APPROX

ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS

INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS

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 T0 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 N32 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 10
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 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.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

A__|06.10.19 | DRIVEWAY CROSSOVER WIDENED
AMEND DATE DESCRIPTION APPR.
AMENDMENTS

 

 

SSUFOR APPROVAL

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:

PROPOSED ACCESS DRIVEWAY

 

Project

109 GYMPIE TERRACE
NOOSAVILLE

 

Date: Scale: Drawn:

July 16 AS NOTED

 

 

 

 

m0 26199-C2 ia

 

 

DEBUILD T/A