Compiled Approved Plan - MCU17/0568.02 & OPW17/0602.02 (As Published)

 

DRAWING SIZE — At

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

  
   
  
   

 

 

 

       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
    

 

 

 

 

 

 

 

 

  
 
   

     

   
 

      
   

 
 
  

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

  

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       

 

CONSTRUCTION NOTES
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o ! 1. DO NOT SCALE FROM THIS DRAWING.
Ne mS a > A on! 2 ot at & & > & & N 2. ALL DIMENSIONS IN MILLIMETRES
Sen SEP, Sad bo ee SS Oo we Se 89°57'30" O RP. BOUNDARY 1 09 eo er DRAINS. OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
4} RK ~ ~ 0 ~ ~ ~ ~ ~ ~ ~ ¢ _ ~ ~ ~ ~ O/ ~ ~ - - - ~ ~ ~ ~ ~ ~ ~ ~ - 7 7 — — 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
300 RCP = LF ov & 20.0 At 70 108.64 108.64 96.14 os & op . DRAWINGS ARE TO BE REFERRED TO THE ENGINEER IMMEDIATELY.
IL: 107.73 H “A, OW © yw Ex. 3006 RC : ee ‘690 107.85 9: oe? 2° 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
$W Ex <SW£EX SW/EX — SW/EX SW/EX wok SW JX RCP . 70g & S O Ss XY WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
108.76] ss oN © \ ~ 108.21 0) WZ / HORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
ap eS
Ex. pyr 1081.95 095 x oe 5 FOOTPATHS AND DRIVEWAYS:
oS hm < /N D Le? . y 1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
Sy to: © we nO 2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
N § 5 Y 3. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
Fy N a & / 4, CONCRETE N32 IN ACCORDANCE WITH AS 1379 AND AS 3600
BY N d: %: ey 5. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH.
4 O O 9° 6. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH
NEW CONCRETE FOOTPATHSHOWN sq ds Oo WIRE CUT ALONG JOINT.
HADED TO COUNCIE STANDARDS 4 lp 2 / 8 FOR CURVED ORMEWATS, MAXMUM GRADES APPLY TO INSDE EDGE oF
(IPWEA Drq SEQ R-065), MAX TOOL Na ah @ CURVE
JOINT SPACINGS AT 2.0m CTRS, REFER )e N 9. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR TO
LANDSCAPE ARCHITECTS PLAN FOR “Gy m / WORK COMMENCING
SURFACE TREATMENTS. MAX CROSSFALL
GRADE OF 1 IN 40. 4 B _BM: Peg / FILLING NOTES:
a ORL: 109.186 . j “Tet STE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND
ots} ic - of STORMWATER DRAINAGE PITS/GULLY Q / — THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL DRUM
e | 4 60 © PITS IN PROPOSED PAVEMENT. REFER j ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98% THE
e Xx ° Drg. 27281-SWI FOR DETAILS. TYPICAL. COMPACTION IS TO BE SUFFICIENT TO ACHIEVE A BLOW COUNT OF 7
LL 3 2 /' 8 BLOWS PER 300mm WITH AN APPROVED PERTH SAND PENETROMETER
Ti 5 i) 4 \ FOR A DEPTH OF 1.0m BELOW EXCAVATED LEVEL. COPIES OF
v 9]| 4 FORM KERB AROUND , COMPACTION TEST RESULTS SHALL BE PRESENTED TO SCG CONSULTING
MS GE OF PAVEMENT 10 ENGINEERS FOR APPROVAL.
Ex. SWMH 0 PROMOTE SW FLOW TO 2
. “4 a ~ fe
SWMH 3 BIGs SED. y THE FILL MATERIAL CLEAN GRANULAR MATERIAL (LE. SAND TO A
” . z= Le 5800m2 WS CLAYEY SAND IN ACCORDANCE WITH AS1726) BE FREE OF ANY
Ell 4° & » ot We ORGANIC MATERIAL AND HAVE A CLAY CONTENT OF LESS THAN 12%
a |\ s\- ® & 6% (PLASTICITY INDEX LESS THAN 25%, LINEAR SHRINKAGE OF 15%). THE
- x S
8 3 OW POADED Winn me 0 \P iS PROPOSED MATERIAL IS TO BE INSPECTED BY SCG CONSULTING
ef F oon io Bost / ST 1 EMI. ASHE TS CMP
1 ae -
BI 2 BOLLARD. 5 ANGH INTENSITY RAIN EVENTS. DUSTRIAL DEVELOPMENT ’ AS3798~1996 TO A LEVEL SUFFICIENT TO ACHIEVE A LEVEL 1
alfeu Ss CERTIFICATION WITH A MINIMUM RELATIVE FIELD DENSITY OF 98%
a Sc FFL 109.7 ol COPIES OF COMPACTION TEST RESULTS SHALL BE PRESENTED 10 SCG
I ul Sr ES CONSULTING ENGINEERS FOR APPROVAL.
ey 2 <= = FILLING AND COMPACTING ADJACENT EXISITING STRUCTURES IS TO BE
qs 3 /s IN STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND
wn
w Sule So ii aw BS ge Of oO SPECIFCATIONS.
Soh /s KEY — AREAS WHERE EXISTING STRUCTURES OR TREES ARE REMOVED SHALL
ja LEASE B BE BACKFILLED WITH THE APPROVED FILL MATERIAL COMPACTED IN
x SP298784 / EX. SWPT EXISTING STORMWATER PIT ACCORDANCE WITH AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE
> 9600m* / 3 RC. HW. REINFORCED CONCRETE HEADWALL FIELD DENSITY OF 95%
ro EX. SMH EXISTING SEWER MANHOLE — ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
7 N E.0.B. EXISTING EDGE OF BITUMEN PREPARATION SHALL BE REMOVED AND REPLACED WITH THE APPROVED
/ K&C EXISTING KERB & CHANNEL FILL MATERIAL COMPACTED IN ACCORDANCE WITH AS2870-1996 TO
9» N.S.L. NATURAL SURFACE LEVEL ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 987%.
Q Ry / FH. FIRE HYDRANT — SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED
UP Bo? | SoS LO SRR TRE SP r ‘ ‘ / TP TELSTRA PIT PRIOR TO CONSTRUCTION COMMENCING.
2 EP. ELECTRICAL POWER POLE
‘ tog, \e [a — | / KERB EXISTING KERBING
= © Lies = Y
& \ ~
5 eM) A er .
~ | oN =
e NN 1 z
4 y, | \ ore 1 ow RP119674 ~ BARRIER KERB
en eo \ —— 1 | errr / NOMINAL KERB TO DETAIL
<p Oils Croaeaal P| 109.680 ua | y SETOUT LINE
lA is 3 =! Ps! | wee! gis ~ | FI ou & or
S| =| re =| S| 3] I =< DS SS /
E swine. ex ps|— [ \on a — “TBS =| =| | _— Sis = [os » AS
. 4 ; ~S/EX 0. 3 8 109,500 4
ead rd | l — I l a RL i= ra L % 2
109.19] 09.400 109.600 109.600 NS 109.600 709.680 oh Ex SMH
c ae = - - - = 7 7 7 - = = sao - - = - - - -—- - - ==OnS g —=—EXTEND SU-BASE 150mm
OUP NPP. BOUNDARY c ~ | PASSED BACK OF KERB
S . N N /
OO \ N
ENSURE SMOOTH TRANSITION FROM NEW / NOOS A COU NCI L
DRIVEWAY CROSSOVER IN ACCORDANCE | | SOIR N DRNEWAY EDGE, NO SET EEMINED SUBGRADE PREPERATION,
STEP. TYPICAL.
WITH IPWEA STD DRG R-0051 TYPE 'B’ APPROVED PLAN ON-SITE REFER GENERAL NOTES
AND COUNCIL REQUIREMENTS PAVEMENT MATERIALS
SITE PLAN — DRIVEWAY & ACCESS CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO WT NE TUSENSLAND HANUAL. OF UNFORM o a MCU17/0568 & OPW17/0602 150mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE
Scale?: 200 22 COMMENCING WORKS ON SITE. ALL SERVICES ARE TRAFFIC CONTROL DEVICES & A.S 2890.1 = 100 BASE COURSE TYPE 2.1 CBR 40
cole 1: TO BE PROTECTED IN ACCORDANCE WITH THE & As 20h.
AUTEDRITY RESRONGIBLE Fon TE SERIICE PARKING FACLITES PART 1 OFF-STREET CAR g WET TOOLED SUB-GRADE PREPERATION IN ACCORDANCE WITH
Se, CONTROL JOINT EPIREZ SPECIFICATIONS /NOTES
F CANOES pravsauwt \ as 150(H) KERB/PAVEMENT SECTION
CONTRACTOR TO TOPSOIL AND TURF ANY CONTRACTOR TO REPAIR/REINSTATE. ANY f r DRIVEWAY SLAB
DISTURBED OR DAMAGED AREAS OF THE ROAD DAMAGED AREAS OF EXISTING FOOTPATHS, DEPTH = ssc ~aocccrtTt +
|| LOT 2 ON RP 176126 RESERVE ADJACENT THE CONSTRUCTION SITE KERB & CHANNELS TO COUNCIL STANDARDS DETERMINED | | |
N Level Datum AHD ON-SITE
Level Origin PM 75734, RL 109.437m PAVEMENT MATERIALS LOWER SLAB MESH 10 MAINTAIN 50 SL82 MESH
| | —175mm N32 CONCRETE PAVEMENT, SL82 MESH 50 TOP COVER TOP COVER. CUT EVERY 2nd WIRE 50 TOP COVER
100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST SOmm CLEAR ALONG LINE OF JOINT.
— _ B COUNCIL AMENDMENTS TO PARKING 13.02.18
LEGEND SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS/NOTES (TJ) TOOLED JOINT INDUSTRIAL /COMMERCIAL B | COUNCIL. AMENONENTS TO PARKING 15.02.16
Revision | Description Date
g- INDIGATES EMSTNG SURFACE CONTOUR 175 THK. ORVEWAY SLAB ON CONPACTED DRIVEWAY CARPARK PAVEMENT SECTION issue"
DS , , ,
48.0 AND LEVEL TO AHD. [os| FLEXIBLE JOINT AGAINST FOR APPROVAL
% MASONRY/CONCRETE.
wo EXISTING SURFACE SPOT LEVELS. DO NOT SCALE FROM THIS DRAWING
+ . wiz The design and associated details contained on this and associated
= drawings are copyright and are not to be used or reproduced without
E CIN ENE ELECTRICITY (I. J) DENOTES WET TOOLED JOINT TO TERRACE z|z the written permission of SCG Consulting Engineers.
Se SLAB, REFER 10 DETAILS 2S 1.5m (Min) @ 1 in 8 SL82 MESH)
Unit 1/11 Project Ave,
INDICATES EXISTING SEWER LINE 5x10 (W) SEALANT MIDDLE DANLEY ROUND 25mm SAW CUT = Noosa Heads
_(COu) DENOTES FORMED KEY JOINT TO DRIVEWAY OVER DEBONDING TAPE DOWEL CRADLE GREEN CONCRETE < Ph (07) 5455 5604
; INDICATES TELSTRA LINE APPROX SLAB, DETAIL TO DETAILS x weet et R16x300(L) @ 300 EPIREZ P50 175 THICK 3 ews wet sopeoghes com
ALIGNMENT, BUILDER TO CONFIRM EXACT fe Oe CTRS SEALANT DRIVEWAY SLAB. i revionn ave
LOCATION PRIOR TO WORKS [oTWS——]~—PRE-CAST CONCRETE WHEEL STOPS ij 7 £ So z 4 Title:
INST FIXED TI FACTURERS a .
— sw /ex INDICATES STORMWATER DRAIN EXISTING he MS. ‘ Ue a ve ACTURER'S \ | 7AX\ | OPERATIONAL WORKS:
AS NOTED DETAILS & INSTRUCATIONS. SAW CUT AND 50mm COMPACTED
" ; BREAKOUT |__ GALV R24 DOWEL SAND BED STOP MESH 50mm DRIVEWAY & ACCESS
www.dialbeforeyoudig.com.au ——w INDICATES WATER MAIN APPROX BINS AREA BACK OF KERB 400 (L) @ 300 CTRS DANLEY omin GROUND FROM EACH SIDE OF
ALIGNMENT, BUILDER TO CONFIRM EXACT PROVDE DRAINAGE PIT FOR CONNECTION TO SEWER MAIN CRACK INDUCER JONT Project
LOCATION PRIOR 10 WORKS BINS AREA.
» Lon’ DI AL1100 PROVIDE BUND SURROUND TO DIVERT SW RUNOFF AWAY Lot 2 ON RP176126
‘ ~ x INDICATES PROPOSED FINISHED FROM AREA. INDUSTRIAL (HEAVY DUTY) CROSSOVER DETAIL (CDJ) DANLEY DOWELLED JOINT DETAIL JARRAH St. COOROY
"Fabs BEFORE YOU DIG SURFACE LEVELS '
Date: Dec 17 Drawn ck Design 1H
ca. INDICATES DIRECTION OF FALL ee
—=* TO FINISHED SURFACES. oo} ks Checked: Drg No. we
ruuruu——L_——__y m 1:200 © Al sl peg 5835
2 4 6 8 10 1:400 @ A3 S Richardson 21281 -OW5 B.

 

 

 

 

Document Set ID: 22608630

Version: 4, Version Date: 05/10/2023