Approved Plan OPW22/0100

                                                               NOOSA COUNCIL
                                                               APPROVED PLAN
                                                            OPW22/0100 15 JULY 2022




                                                   .2   6
                                                15
                                               WM
                                              WM




                                       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
Document Set ID: 21935886
Version: 1, Version Date: 20/05/2022


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DRAWING SIZE — Al
dialbet di EXISTING CONDITION SURVEY so ) APPROVED PLAN
www.dialbeforeyoudig.com.au A PHOTOGRAPHIC SURVEY OF THE EXISTING KERB & 7
y 3 CHANNEL AND FOOTPATHS FRONTING THE SITE IS TO OPW22/0100 15 JULY 2022
= BE COMPLETED AND ISSUED TO COUNCIL PRIOR 10
» Tonk DI AL1100 THE PRE-START WORKS MEETING WITH COUNCIL. ,
: . PARKING AT
P, REAR” SIGN
BEFORE YOU DIG
UNDERGROUND TRAFFICABLE
STORMWATER RETENTION
TANK, REFER DRG. GAPS IN KERB TO ALLOW FOR
31131-SW1.1 FOR DETAILS. FOR STORMWATER PIT
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 — -- «ik — ‘ &
Level Datum AHD I AND ENSURE SMOOTH TRANSITIONS. (SWP) (SWP) (SWP) 48-10'00" 95.916 (SWP) a» (SWP) (SWP) (SWP) (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 e rs 14194 b Y * es "e a. tHoee
Cooloola Land Surveys Pty Ltd | ! B + ~ “ + > Le L x
Drg No. 2121SDET DRIVEWAY CROSSOVER GENERALLY IN / | | oe (SWP) if “VO x
ACCORDANCE WITH IPWEA STD DRG RS-051 J PT | pS (
/ A ,
(TYPE B) AND COUNCIL REQUIREMENTS. LEVELS / Yh Y r ty —_-=
AS NOTED a / © YS, | “ “ YU ‘
As J 47 , 4 / 4
7 ‘ | Yo
/ 38 3 | eS Yo a a
/ THIO! TH102 THI03 THI04 * ’ to. * VY, TH202 * 1H203 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 4 ~ FRE: 15.750 FPL TO. : +1, | | FPL: 13.850 Y » 1d. LF sO. FPL: 12.450
FOR LEFT IN AND LEFT ACCESS ONLY, TT = Y We Us, yy Up LF ; co AAA, /
KERBING AND LANDSCAPING TO 10 i} = 5.4m (W) Y 3.0m Ms “ % 5.4m (W) 4 le 5.4m (W) Y Mp Cp sn)
COUNCIL STANDARDS. MAKE GOOD \ ‘ Ld = DOOR. TYP. < 4 ‘DOOR. YP. ul ale DOOR. TYP. so 10108" iz_DOOR. TYP. iL Y 4 Lo DOOR,
LINE-MARKING AND CHEVRONS gi a — SF - 2 I | ee < Ae eee
St See CEES SERRA ESS stg Coal LE + ~ serphenirke | = = == =~ 4
___ t IN Nn
CONCRETE DRIVEWAY ee, z __ . wz \ LOT 100
+ ~ = \
| NO RF ISIN | ff FT Bf a I | sw sw sw sw p 5 £ / :
e+e Re ss su ov $$ RP106085
2") (SWP) RHEE ~ (SWP)3°> sm TYP q <
RECONSTRUCT ADJACENT FOOTPATH AND LS yp) ee LY
PROVIDE SMOOTH JOINT TO NEW Pe a 7 tue, +d, Ss
PAVEMENT (NO TRIP HAZZARD). MAX 1 V/e we or I. ! s A/I% =)” |] ot
in 40 CROSS FALL IN DRIVEWAY WHERE r ro Fr: 6.600 7 6 THAN ! (SWP) asa ; yo e| Lox] se é
FOOTPATH TRAVERSES. REFER COUNCIL il / 16. e ry / . A nde ET
STANDARD DRG. RS-065 La ( FPL: 16.450 Z ae We Fel. 1150 | r © FFL:15.000 | [bye | ts | Kal s
/ Z - alg 7 so 1obbl: 16. | , ~-FPL:14.850 <f  se%e | BEL KERB TV Y
| l ANB | : | a fs 75 10'S 4 _ Se S
7 16.35. oo? | Jo 7
(SWP) ans02 Y | ” & H | ro ee | os Swear ce 95 976 swe “~ Poa
Tf / u | | r + | * <A ——
f ; “ TH402 I +1399 /* Xx
. 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% J f/ (sup) “i OL, i 5 oS “3 (SWP) FH» | = GREATER THAN 600mm
MATCH EXISTING FOOTPATH ADTH | A laa, & _ wprsos”” I - (swe) Mh 47 / e_!)| (swe) g 5 PROVIDE PWD PARKING SIGN
PROVIDE SMOOTH TRANSIYON TO If f/ s/f ¢ 4 Y, Yi. L s | WII FFL 16.450 | AS ( TH303 (SWP) $ sp [2] AND LINE MARKING FOR PWD
EXITING SEK V7 FFL;16.600 e 16. rw HN} seen ~-FFL:15.000 “J! a LOT 99 oy
/ f S/ER QTE 7 © FRE16.450 i | FPL:16.500 | ae FPL: 14.850 fe
/ L/S SF | os ) 4, is i | | lk | §& ut | re RP106085
/ l S/R | st 4 ; | 5S oN | 38 | fh
Y & vv wv A/S, ml Pa L/ L/S, A \ a L/
. / . fv & 7 7 et | S$
§ 4 \ Te 3
. , & J § * (SWP) It Sam 7 | | ~ | GOEL / |
gy / “ |__| | 5.4m TYP. Tu4oa ;
) y fv - 4 - APTS04 “iy, > | ft | | ° | \ Yd]
WY / FFL16.00 oe Weyl if) FFL:16.450 | | ae moe Y |
, YO / / a | ele ~— FPL16.300 \ 7 ty - FFL: 15.000 i)
at fy FPL: 16.550 | | 6 | ao Ba \ co © >
/ [/ “ * A T= : ,
4 (os aaa - 2 WP) or hy ” (SWP
A « go
/ /f _ _ 259°10°35"_ 84.963 Wh a mT— -
l/ of I a]
/ Jj / 1788 , (SWI >.
7 | Y of x || KA — — a — TK !
/ y / LOT" PROVIDE R12 GALV. DOWELS |
. / RP129020 — 600 CTRS AT ALL
/ / GARAGE DOOR LOCATIONS. |
/ / TYPICAL.
LEGEND
4480 EXISTING SURFACE SPOT LEVELS. &
Z
RAMP INDICATES DIRECTION OF RAMP UP OR a
> 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 FOOT-PATHS AND INTERNAL PEDESTRIAN SITE PLAN — DRIVEWAY & ACCESS PLAN a OF
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. S82 g
(TTT ~—sREFER SW1.1 FOR FURTHER DETAILS ALL SERVICES SHOWN ON THIS PLAN INDICATIVE 2|< SL82 MESH ~
ONLY CONTRACTOR TO LOCATE ALL SERVICES CONTRACTOR TO REPAIR/REINSTATE ANY SAW CUT EXISTING KERB MIDDLE 2:40 2:20 WAX) =
DAMAGED AREAS OF EXISTING FOOTPATHS, <I — = —— J A Revisions for Council RFI 19.05.22
DRIVEWAY SLAB /PAVENENT. REFER TO PRIOR TO COMMENCING WORKS ON SITE, ALL KERB & CHANNELS TO COUNCIL STANDARDS CHANNEL 50 MIN DEPTH AT oe ee A ons
LL] / ERVICES ARE TO BE PROTECTED IN INVERT-BREAKOUT & REMOVE SS at 2 ee Revision | Description Date
RESPONSIBLE FOR THE SERVICE NEW KERB & CHANNEL TO BE IN ACCORDANCE es
WITH NOOSA SHIRE COUNCIL STANDARD Drg. FINAL PAVEMENT THICKNESS TO BE eZ CONTROL 50MM COMPACTED SLAB THICKNESS AS PER FOR APPROVAL
ee INDICATES OVERHEAD ELECTRICITY RS-080 & COUNCIL STANDARD DETAILS CONFIRMED FOLLOWING GEOTECHNICAL GALV R24 DOWEL \_KERBING 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 ARE EKUM ITS ’
WITH THE QUEENSLAND MANUAL OF UNIFORM TYPICAL SECTION Nn 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 S 0 0 \ snalsdnn@scy ener son
2 3 web:www.scg-engineers.com
i INDICATES TELSTRA LINE APPROX SUBGRADE PREPERATION, REFER R20 | 8 ;
ALIGNMENT, BUILDER TO CONFIRM EXACT GENERAL NOTES “he Title:
LOCATION PRIOR TO WORKS ite:
INDICATES STORMWATER DRAIN EXISTING DEPTH e 2 DRIVEWAY & ACCESS
— sw/EX ———————_ B
ve AS NOTED DETERMINED PAVEMENT LEVEL _ ;—18 PLAN
ON-SITE I wo
sw INDICATES STORMWATER DRAIN PROPOSED sn Project
AS NOTED MIN 1 IN 100 FALL UNLESS PAVEMENT MATERIALS: we ‘
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
— Ri — OPEOER RETAINING Wa to -SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS /NOTES
STRUCTURAL ENGINERS DETAIL. DRIVEWAY CARPARK PAVEMENT SECTION SECTION ~ BARRIER KERB Date: por 99 | Draw cp | Design cp
Checked: Drg No. Rev
0 2 4 6 8 10 |
ruun———1L__——1__ym1:200 @ Al | _ REQ 5835 4 A
1:400 @ A3 {JS Richardson 31 { J —OW5.1 .

 

 

 

 

Document Set ID: 21935886
Version: 1, Version Date: 20/05/2022