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SCG 28084-CD Issue 8 2020.05.14
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Rev. - 10.06.16
DEBUILD T/A
Title:
Date:
Issue:
Project
Checked:
Drawn
Drg No.
ABN 40 098 481 899
Design
Rev.
Noosa Heads
web:www.scg-engineers.com
email:[email protected]
Ph (07) 5455 5604
Unit 1/11 Project Ave,
[OCR of page images]
DRAWING SIZE — Al
LEGEND
ae + EXISTING SURFACE SPOT LEVELS.
LOT 2 ON RP 802207
Level Datum AHD
Level Origin PSM19568, RL1.245m
INDICATES DIRECTION OF FALL
TO FINISHED SPOON DRAINS.
FALL.
& E INDICATES OVERHEAD ELECTRICITY
REPLACE EXISTING CONCRETE 8 SUPPLY LINE
FOOT PATH AND TAPERED AT &
FISH AT NATURAL SURFACE _ W INDICATES WATER MAIN. APPROX
oe ALIGNMENT, BUILDER TO CONFIRM
TEANSIEONS AND KO TRIP RY Sy A b a a EXACT LOCATION PRIOR TO WORKS
HAZARDS. wav v v ,
g Vv “%V ‘Vv INDICATES TELSTRA LINE APPROX
O. RP BOUNDARY T
° Fi ALIGNMENT, BUILDER TO CONFIRM
| — “nO || _— | iS nn nn NN | BINS AREA it” “| EXACT LOCATION PRIOR TO WORKS
AY v BINS AREA.
” ! a a ae y *. | PROVIDE DRAINAGE PIT FOR CONNECTION TO PROPOSED OR EXISTING be NOTED
NEW KERB & CHANNEL : | —" / fo / f/f / / J 15) (WS) THY. @ | SEWER MAIN. PROVIDE BUND SURROUND 10
TO BE IN ACCORDANCE §=§ ——————4 / / / / / / / é 4 | NO LY MIN 1 IN 100 FALL UNLESS NOTED
WITH COUNCIL STANDARD | / e ) J y if DIVERT SW RUNOFF AWAY FROM AREA. REFER OTHERWISE
DETAILS _ | $ i | a / BOLLARD AND ys g / 2 * | TO HYDRAULIC CONSULTANTS DETAILS.
oN lac DS C PAINTED CHEVRONS PROPOSED Pe J DS .
‘ A | | a a i, al S | LA AS PER STANDARDS, ices J [ps] % | INDICATES EXISTING SEWER LINE
FDOT PATH. CUT AND REMOVE : a =H eS e ian Wo | __(Ts})_ DENOTES WET TOOLED JOINT T0
~ EXISTING FOOT PATH K [ | =| oe BX fg Vv if = TERRACE SLAB, REFER 10 DETAILS
+e eS o / 3
: B ol is oo | | Z™ v J v a ilh (CP) oenotes sau CUT DANLEY
DN | = Ox OSP so 00 700 ro a00 TY = JOINT TO DETAIL
1~ “es Ly t “i | + “ re] a J Sf, oY JL f/f, Lf f SL Sf SS Sf we &
DRIVEWAY CROSSOVER IN al cS _ _ _ Z Z W c C Z Z _ _ _ _ _ | STORM WATER DRAINAGE 150 THK. DRIVEWAY SLAB ON
ACCORDANCE WITH IPWEA FH Tu. | Tu. iW PITS IN DRIVE WAY COMPACTED MATERIAL, SL82 MESH,
sD DRG O06) (Tre A 1s Ke N Hy ! ' 1 | : REFER DRG SWI. TOP 40 COVER, FLEXIBLE JOINT
H \ Le | - AGAINST MASONRY /CONCRETE.
WY a Ky = o s | =: | | |-
a EH a 3 - = S| = | : CONTROL IOINT =PIREZ Fa __DENOTES PRE CAST CONCRETE
PROVIDE SMOOTH JOINT TO NEW SN EA e ‘FLOW INVERT 3! P50 SEALANT \ 150 THICK (ws) WHEEL STOPS, LOCATION AS NOTED
MAX 1h 40 CROSS FALL Oo zh ! © | © ay ae | DRIVEWAY S.AB ON PAN
DRIVEWAY WHERE FOOTPATH Xe | = Q Vv Ww y Iq ~ : j + BINS AREA
AS .
TRESS NJ BP: “o. oe sami 600 | we x yin a a00 | 0 BINS AREA]|| PROVIDE DRAINAGE PIT FOR CONNECTION To
e | =. S. oe ut BO. f Z Y , - SEWER MAIN. PROVIDE BUND SURROUND TO
CUT AND REMOVE THE EXSTING <3 Oe, oe it Ei 4 Ty 1 Ty. 4 ’ TW V IAP CUT EVERY 2nd SL82 MESH DIVERT SW RUNOFF AWAY FROM AREA.
Ps “s 5 | —_ CHAIRED MIDDLE
FOOT PATH FOR NEW DRIVE = c IT IW WIRE ALONGLINE
WAY CROSS OVER | OF JOINT
| Q Aer oP garden (iy TJ) TOOLED JOINT DETAIL
EXISTING TELESTRA | x2 r 9 r r , shed ie satu
PITS TO BE RAISED | | DS y ~ 9 DS DS N-
- | [ps| e eS ‘Vv 3 -p5| | [os 0s | f DANLEY ROUND DOWEL 25mm SAW CUT GREEN 40 | 110
ae \ | | © | bo | | e 0 | Le CRADLE R16x300(L) @ ANT EPIREZ P5-50
\ | - 3 V 3 . } 300 CTRS
NEWS WOE ® H (98) ch ob ews (i) (way S” |) w= | os) = Fi) | vs) (is) H 125 THICK
> CONCRETE FOOT = I [ Go i 1 fic 1 w— | 0 1 1 1 io i 8
PATH. Z 4 | 4 Se < oO) ete eee a ee ee hee ee ee ee DRIVEWAY SLAB. anety ©
. a | < - f x0 © NG RP BOUNDARY vat
ZR. o. | Oo 2 2
CUT AND REMOVE EXISTING . OH, otc Ve | An a ° p Ne) Z
FOOT PATH. NEW 1.5(W) FOOT : BITRE ROAD TO EE ” Zz I Vv Vv DANLEY 25mm GROUND STOP MESH 50mm FROM 150
PATH 10 EXTEND THROUGH T0 EXTENDED ACROSS FRONT OF Vy | HATCHING DENOTES 150mm THICK Se _ CRACK INDUCER EACH SIDE OF JOINT.
EXISTING ADJOINING DRIVE WAY SITE. al we GRASSCRETE (PERMEABLE DRVEWAY, |
AT #51 MARY STREET. ENSURE | — | |
SuCoTH TRANSITIONS AND TRIP x Le dp. RESERVE. REFER TO MANUFACTURERS - - —— — (CDJ) DANLEY DOWELLED JOINT DETAIL SECTION ~ BARRIER KERB
_——-HAZARDS. REV C cp Se. mene SPECIFICATIONS.
: : EX. SWH Fy BLOCK RETAINING WALL REFER | | REFER DRG Co FOR TYPICAL
. e) ny Drg OW3 FOR DETAILS. ——. DRIVEWAY CROSSFALLS
| . 2 oe uti = a ilo.
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL G -— ene EXTEND SUB-BASE 150mm
FOOTPATHS. AND TERHAL PEDESTRIAN 5 , | 2 / | 3 sassep EDCE OF BTUMEN
A 4 oO \S/ | [-—|
we n Ke / [— pom SUBGRADE PREPERATION,
CONSTRUCTION NOTES DETERMINED REFER GENERAL NOTES
WANS TRUM TIN BES. - ON-SITE
ase SITE_PLAN — PROPOSED DRIVEWAY JOINTS AND DETAILS sA\EuENT yATERAs
2. AL DMENSIONS WML METRES Scale 1: 100081 25mm ASPHALTIC SURFACING
3, SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL Scale 1: 200@A3 150 — BASE COURSE TYPE 2.1 CBR 80
4 ANY OISREPANCES BETHEN THESE DRAWNG AND THE ARCHITECTURAL N/R — SUB-BASE COURSE TYPE 2.3 CBR 45
eh ee CORA Tome a ses aun 0] | MLINE WINE JOU | SUB-GRADE PREPERATIN IN ACEERDANGE Ws
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW COMMENCING WORKS ON SITE, ALL SERVICES ARE TRAFFIC CONTROL DEVICES. & AS 28901 SPECIFICATION/NOTES ¢TFooT PATH wDTH REDUCED 1.5m | 27.04.2020
wae IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE TO BE PROTECTED IN ACCORDANCE WITH THE PARKING FACILITIES PART 1: OFF-STREET CAR B ROAD FRONTAGE CHANGED. 04.05.2018
FOOTPATHS AND DRIVEWAYS: KE AUTHORITY RESPONSIBLE FOR THE SERVICE PARKING TYPICAL PAVEMENT SECTION A FOOT PATH CHANGED TO 2.0m WIDE| 30.04.2018
1, EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL Revision | Description Date
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES EX. SWPT EXISTING STORMWATER PIT issue:
TAMAS, 2 STAIPNG rn” THK EXCLUDING ANY FINISHED RC. HW. REINFORCED CONCRETE HEADWALL CONTRACTOR TO TOPSOIL AND TURF ANY CONTRACTOR TO REPAIR/REINSTATE. ANY FOR APPROVAL
4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m aM AIING se oh OMEN DISTURBED OR DAMAGED AREAS OF THE ROAD DAMAGED AREAS OF EXISTING FOOTPATHS,
5. CONCRETE N32 IN ACCORDANCE WITH AS 1379 AND AS 3600 .0.B. RESERVE ADJACENT THE CONSTRUCTION SITE 2 3
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH. K&C EXISTING KERB & CHANNEL s KERB é& CHANNELS TO COUNCIL STANDARDS = 2 DO NOT SCALE FROM THIS DRAWING
7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH NS.L NATURAL SURFACE LEVEL S o The design and associated details contained on this and associated
WIRE CUT ALONG JOINT. a Ss drawings are copyright and are not to be used or reproduced without
FAH. FIRE HYDRANT a 7 wy y ie written permission of ‘onsultin ineers.
en ee ne : CPP saa ven, eae rans
CURVE a a nit roject Ave.
10, ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR TO oe AYISTNG KERBINE. Pole : 1500 TRANSITION 2000 FOOTPATH 3 WIHIN PROPERTY ne - GENERAL NOTES “y SCG Noosa Heads’
WORK COMMENCING a 2 .
y 3 DEPTH s snatsdnnscyengnea.cm
= 5 = DETERMINED 2 ews web: www.scg-engineers.com
S68 & ON-SITE i rama
. . Ze SL82 MESH = — ;
www.dialbeforeyoudig.com.au SAW CUT EXISTING KERB MIDDLE 23:40 MAX ap 1 __ PAVEMENT MATERIALS Tie: OPERATIONAL WORKS:
CHANNEL 50 MIN DEPTH AT ot [SS <M] -150mm N25 CONCRETE PAVEMENT, SL82 MESH MIDDLE DRIVEWAY JOINTS &
~ INVERT-BREAKOUT & REMOVE as ee cane _——— j A soreus CONTROL JOINT. -100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST DETAILS
N BACK OF KERB. ne a ae Xo \ TRANSITION TO DRIVEWAY —SUB-GRADE PREPERATION IN ACCORDANCE WITH
“ ONE AND SEO A SLAB THICKNESS AS PER SPECIFICATIONS /NOTES Project
BEFORE YOU DIG ST & OETALS. . um 93 Mary Street
TYPICAL SECTION ~ DRIVEWAY CROSS OVER DRIVEWAY CARPARK PAVEMENT SECTION Noosaville
Date:, Drawn Design
April 2018 GM MS
0 1 2 3 4 5 Checked: Drg No. Rev
Ananni-——>__ >t __?m1:100 @ At
1:200.@ a3 | See585.°N |28084-0W5.1] C
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