SCG 31131-OPW-2022.05.19-Issue 2.pdf

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KEEP
LEFT




                     P
                     NO
                     PARKING




                                            Issue:




                                                                     Unit 1/11 Project Ave,
                                                                     Noosa Heads
                                                                     Ph (07) 5455 5604




                                            DEBUILD T/A
                                                                     email:[email protected]
                                                                     web:www.scg-engineers.com
                                                                     ABN 40 098 481 899




                                                Title:




                                               Project




                                               Date:       Drawn                Design

                                                Checked:   Drg No.                        Rev.




                          Rev. - 10.06.16


[OCR of page images]
 

 

DRAWING SIZE — At

 

EXISTING CONDITION SURVEY én (")
www.dialbeforeyoudig.com.au A PHOTOGRAPHIC SURVEY OF THE EXISTING KERB & _ TYP.

CHANNEL AND FOOTPATHS FRONTING THE SITE IS TO

san BE COMPLETED AND ISSUED TO COUNCIL PRIOR 10
. DIAL1100 THE PRE-START WORKS MEETING WITH COUNCIL.

 

   

 

 

"PARKING AT
REAR” SIGN

 
   
    
 
  
 
 
 
  
   
  
 
 
  
  

  

yy BEFORE YOU DIG

 

UNDERGROUND TRAFFICABLE
STORMWATER RETENTION
TANK, REFER DRG.

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

   
   

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

31131-SW1.1 FOR DETAILS. FOR STORMWATER PIT GAPS IN KERB TO ALLOW FOR
DEMOLISH & REMOVED EXISTING REINSTATE FOOTPATH AT / LOT 79 DETAILS. REFER DRG STORMWATER RUNOFF INTO
DRIVEWAY CROSSOVERS AND uv | 31131-SW1.1. TYPICAL DETENTION /BIO-BED
HEIGHT DATUM RE-CONSTRUCT NEW TYPE B1 BARRIER REMOVED DRIVEWAYS 77 RP71151 | i /
Lot 1 on RP130594 & Lots 80 & KERB & CHANNEL AS PER NOOSA ‘
BI on RP7I151 COUNCIL STD DETAIL IPWEA RS-080. | /
on MAINTAIN EXISTING SURFACE GRADES x Lx _ a xix x ‘£
Level Datum AHD I AND ENSURE SMOOTH TRANSITIONS. (SWP) (SWP) (SWP) 48-10'00" 95.916 (SWP) a» (SWP) (SWP) (Swe) (SWP)
Level Origin PSM115316, RL 3.593m TYPICAL. Sw iE Sw Sw Sw = Sw = Wyo Sw = Sw a as x x
Survey information provided by Noosa * oe 14.194 b Y * oe *. S, +1094
Cooloola Land Surveys Pty Ltd | ! B + ~ “ + > Le L x
Drg No. 21215DET DRIVEWAY CROSSOVER GENERALLY IN / | | oe (SWP) if “yoo x
ACCORDANCE WITH IPWEA STD DRG RS-051 es ae POT TTT a é
/ H >
(TYPE B) AND COUNCIL REQUIREMENTS. LEVELS / Ve “ r ty —_—--
AS NOTED LS 6 S/, 7 “ CoA \
As J 47 , 4 / 4
7 4 | Yo
/ 38 3 | eS Yo a a
/ THI01 TH102 TH103 THIO4 * ’ to. * OAC. W202 * TH203 TH204
d| 7. Y . a . : C : ALE] «
EXTEND CENTRAL MEDIAN KERBING 6.0m I* FFL 19.900 FFE 19.900 FFL:19.900 FRC: 15.050 ro ry FFL:14.000 7} FFL:15.400 —) FFL:13.400 FFL: 12.600
* ft: FPL: 15.350 FPL: 15.350 FPL: 14.90 FPL: 13.250 Pl -13.250
PAST SOUTHERN SIDE OF NEW DRIVEWAY a ~ FPL: 15.750 i109. tT. 214, | | FPL: 13.850 Y 13. LF 13. FPL: 12.450
FOR LEFT IN AND LEFT ACCESS ONLY, TT = AMES, 4 ou ‘
, TT = MA g Vln, GF oF Vly . Y
KERBING AND LANDSCAPING TO 10 i} = 5.4m (W) Y 3.0m Ms “ % 5.4m (W) 4 le 5.4m (W) Y Mp Cp 3.0m (
COUNCIL STANDARDS. MAKE GOOD \ ‘ ig = DOOR. TYP. 4 DOOR. TYP. “gps DOOR TP. sehr clog? if dO TP, Y a Lo DOOR,
LINE-MARKING AND CHEVRONS yi se == £ 2 oles aa 1 LL
= SN Et fe aca le ll eee
Sen Sv PEDESTRIAN ZONES. NRASSS posssssi By POR AS 7 J
— : ; \ ) : ™
CONCRETE DRIVEWAY N \ se oe \ LOT 100
Sw 0LDLDUDULUlUMY YOY PSS | RoR OD ST Pf ras — =| SW SW SW SW ' BW SW SW 5 sw sw——— sw sw-§ eS f .
Sean Meo oe ae C = E : RP106085
aa 2.5m TYP. q s
RECONSTRUCT ADJACENT FOOTPATH AND ma yp) eo Lo
PROVIDE SMOOTH JOINT TO NEW . % ‘a, + ow
é “ am | V/ PS ss
PAVEMENT (NO TRIP HAZZARD). MAX 1 . ws * 4 > = |] ot
in 40 CROSS FALL IN DRIVEWAY WHERE F ro TH501 7a, Porno ! (SWP) Zsa 0 | ons el |e] a é
FOOTPATH TRAVERSES. REFER COUNCIL i / ‘ = ry / . A =
STANDARD DRG. RS-065 |_s ll / Prt: 16.600 AE i} FEL 16.500 J L ! ~—-FFL:15.000 “|! 1: pF #
{ FPL: 16.450 - FPL:16.150 “yo. i “Mgwe) | se wa
/ , Z Le WZ SEZLZLZ , _FPLT4.850 fee, | Kea A,
+ } + , | | al | , f+ + 13.13 d ~ 4
777 p38 | Z a 59'T0'35, ~. 7/7...
(SWP) 502 C | © # o oe es Swear ce oN 23.976 ™ SW/ex “ * ©
7 7 | r | 3 afl —
A ’ “ TH402 T +1 | x
. 7) ve | eee | | Breas) PN Bitso00 YL 8 | ove ae on No ie eae
NEW FOOTPATHS WHERE SHOWN \ eo J / / ae | A FPL:16.300 ~~ Ft: 14, (SWP) fio} 7 [ACCORDANCE WITH AS2890. —s—/ A TURNAROUND BAY AND PWD
SHADED TO NOOSA COUNCL A / ff y ii a= 6.1m, MIN Lg e FPL 3) 4.890 5 WHERE RETAIN WALL HT ~ vo SPARE BAY
STANDARD (IPWEA RS-065) 1% / f/ (sWP) YS 4 i 5 ei “arr ree (SWP) FH» | = GREATER THAN 600mm
MATCH EXISTING FOOTPATH MIDTH | A i Jf & | | apts” i | (SWP) TH403 0 et) | ) (SWP) | g see PROVIDE PWD PARKING SIGN
PROVIDE SMOOTH TRANSIJON TO fa f/ S/he ( A Y, V6. \ s Je WII FFL 16.450 | mS < TH303 (SWP) ||| 3 SP [2] AND LINE MARKING FOR PWD
EXISTING, WY S&K Hill ) FFL: 16.600 oe ; e 16. [ GW Hi) |) sern ~FFL:15.000 “fl [OT 99 any.
J, S /&%E BOR, © FRE 16.450 fh Fl FPL:16.300 I , =F ; | e
Lf SES |v ) FRE. | |_| | ae FPL: 14.850 | 3 2p
/ / Ss VA" Ny ot /, ¢ 7! 8S YZ Ss b 06085
J & vv “ AS, dl PS 7, LL | \ 3 OI a |
9 = — A |
\ / é fv & df Ly | | | OL, I \ LL, I ~ 3
ar, J & (SWP) i |_| 5.4m TYP | | | Ro |
gy Y — am i | TH404 2
5 _ 4 L APT504. y ° | | | | ° | oe \ AAI
aa / |  Erl1e.300 oot J rea tf FFL 16.450 3 TH304 Od ;
, YO / / a | ele ~— FPL16.300 \ 7 ty - FFL: 15.000 i)
ae fy FPL: 16.550 i} | 5 | us ed \ wld. @ $
/ [/ ¢ * I : ! : 3
4 (os aaa = (SWP) or hy ” (Swe
J oe
/ f° _ _ F 259°10°35”_ 84.963 WV a mT ~
Y, » TS a
/ Yj / wat (swe)
7 | Y * x || KA — OO a — >= t
/ y / LOT PROVIDE R12 GALV. DOWELS |
. / RP12 020 - 600 CTRS AT ALL
/ , GARAGE DOOR LOCATIONS. |
/ / TYPICAL.
LEGEND
4480 EXISTING SURFACE SPOT LEVELS. &
oO
Z|
>
RAMP. INDICATES DIRECTION OF RAMP UP OR =
> DOWN AS INDICATED >
(SWP) " ; . wo)
FIELD INLETS OR JUNCTION BOX PRE-CAST CONTRACTOR TO TOPSOIL AND TURF ANY MAXIMUM CROSS-FALL OF 1 in 40 ON ALL 1500 TRANSITION — 1:8 FOOTPATH — 1:40 <= Ss
DB] EE] CONCRETE caST-INTO PAVEMENT. REFER Swi. DISTURBED OR DAMAGED AREAS OF THE ROAD FOOTPATHS AND INTERNAL PEDESTRIAN SITE PLAN — DRIVEWAY & ACCESS PLAN a) &
FOR FURTHER DETAILS. RESERVE ADJACENT THE CONSTRUCTION SITE PATHS AND RAMPS Scale 1: 200 Az S
4 e
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT. 22 2
(TTT ~—sREFER SW1.1 FOR FURTHER DETAILS ALL SERVICES SHOWN ON THIS PLAN INDICATIVE Z|< SL82 MESH ~
ONLY CONTRACTOR TO LOCATE ALL SERVICES CONTRACTOR TO REPAIR/REINSTATE_ ANY SAW CUT EXISTING KERB MIDDLE 1:40 24:20 (WA ) y | ; ; ;
DAMAGED AREAS OF EXISTING FOOTPATHS —— J —
PRIOR TO COMMENCING WORKS ON SITE, ALL KERB & CHANNELS TO COUNCIL STANDARDS CHANNEL 50 MIN DEPTH AT | ee > ed A__|_Revisions for Council RF 19.08.22
C_] DRIVEWAY SLAB/PAVEMENT. REFER TO SERVICES ARE TO BE PROTECTED IN INVERT-BREAKOUT & REMOVE t = Eo _ we : Ts 7 Revision | Description Date
RESPONSIBLE FOR THE SERVICE NEW KERB & CHANNEL TO BE IN ACCORDANCE eT
WITH NOOSA SHIRE COUNCIL STANDARD Drg. FINAL PAVEMENT THICKNESS TO BE eZ CONTROL 50MM COMPACTED SLAB THICKNESS AS PER FOR APPROVAL
= INDIeATES OVERHEAD ELECTRICITY RS-080 & COUNCIL STANDARD DETAILS CONFIRMED FOLLOWING GEOTECHNICAL GALV R24 DOWEL \ Kerang AS PER JOINT. SAND BED PLAN. DO NOT SCALE FROM THIS DRAWING
SUPPLY LINE ALL LINE MARKING TO BE IN ACCORDANCE TESTING. 400 (L) @ 300 CIRS — SITE & DETAILS ALE PIXON ITS
WITH THE QUEENSLAND MANUAL OF UNIFORM TYPICAL SECTION nw DRIVEWAY CROSS OVER The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
INDICATES EXISTING SEWER LINE TRAFFIC CONTROL DEVICES & A.S 2890.1 the written permission of SCG Consulting Engineers.
PARKING FACILITIES PART 1: OFF-STREET CAR REFER TO COUNCIL STD DRG. IPWEA RS-051 - TYPE B
PARKING
——_ w—_INDICATES WATER MAIN APPROX 3 NOMINAL KERB | a SCG Noosa Heads
ALIGNMENT, BUILDER TO CONFIRM EXACT = SETOUT LINE
LOCATION PRIOR TO WORKS 3 £ onalsdninQse ges con
Ss 40 110 3 es web:www.scg-engineers.com
a INDICATES TELSTRA LINE APPROX SUBGRADE PREPERATION, REFER 00 —_! i
ALIGNMENT, BUILDER TO CONFIRM EXACT GENERAL NOTES _ Title:
LOCATION PRIOR TO WORKS
8 DRIVEWAY & ACCESS
— sw/ex —_—_—_— INDICATES STORMWATER DRAIN EXISTING DEPTH PAVEMENT LEVEL | “Ye
AS NOTED DETERMINED eee ;—18 PLAN
ON-SITE :
sw INDICATES STORMWATER DRAIN PROPOSED & Project
AS NOTED MIN 1 IN 100 FALL UNLESS PAVEMENT MATERIALS: wee .
NOTED OTHERWISE 150mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE 89-93 Eumundi Noosa Rd,
-100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST 150 NOOSAVILLE
— RV — OPEOER RETAINING Wa to —SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS/NOTES
STRUCTURAL ENGINERS DETAIL. DRIVEWAY CARPARK PAVEMENT SECTION SECTION ~ BARRIER KERB Date: ppri) 29 Drawn op | Design op
Checked: Drg No. Rev
0 2 4 6 8 10 |
ruun———1L__——1__ym1:200 @ Al | _ REQ 5835
1:400 @ A3 A S Richardson Jt | 3 —QOW5.1 A.