Council archive · source document
Approved Plans OPW21-0248 · OPW21/0248
Plans and drawings: the text below has words only, no drawings.
- NOOSA COUNCIL APPROVED PLAN OPW21/0248 7 SEP 2021 [OCR of page images] NOOSA COUNCIL erase oveway APPROVED PLAN | 125mm THICK N32 (SL72) CONCRETE PROPOSED DRIVEWAY 175mm THICK N32 (SL82) CONCRETE OPW21/0248 7 SEP 2021 PROPOSED STORMWATER PIPE PROPOSED SWALE * EXISTING STORMWATER EXISTING TELSTRA ° $+ __aISTING SEWER MAN v1 _BxIsTING WATERMAN | H 4 NOTES ‘ “ , , , - 1. Driveway set out to be inspected by an RPEQ prior to pour. le Hea tONERETE To T 2. Parts of driveway steeper than 20% are to be provided Z. , with a slip-resistant surface. ft P CURR SIDE OF WATER 3. Minimum tm clearance to be achieved between edge of = “ driveway any street light, power poles and drainage side B to Ky inlet pits. Ss ° mvs 4. Ensure batters in the verge area achieve a smooth transition between edge of driveway and NSL. Verge DRIVEWAY LHS batters to be in accordance with Council requirements. 5. All works to be completed in accordance with IPWEA. RS-049 & RS-050 AND AS2890.1 & AS3727.1 6. Ensure all disturbed areas are topsoiled & turfed. 7. Extent of driveway replacement to be confirmed on site c with RPEQ, £8 } 5 6 8 3 J 162 | ot RP48113 PROPOSED DRIVEWAY AS PER ———_| IPWEA STD DRG RS-049 & RS-050 oS Oo I DRIVEWAY RHS E 8 Oo | I I! © t t Oo 8 m g R is : S Z- a |S é s a 38 ZG z 2 g ¢ 5 3! > |B Z 4 J @ & 3 ZG 4 z = ZG : 3 = Bg z- 7 Z Z z Z g 2 ZG x Z 4 : aly Z G4 E ZG | 8 ZG Fa ZG >= 2 Sy ZG = = ; ZG < ZG ZG ZG ! Z 7 in | | @LLLLPLLLLLLLLILLLILED VLLLLILLLLLLLILLLLDID EXISTING SERVICE LOCATIONS SHOWN ON THIS PLAN | | ARE APPROXIMATE ONLY AND DERIVED FROM DATA 4 | PROVIDED BE THIRD PARTIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE, PROTECT AND MAINTAIN ALL EXISTING SERVICES IN THE VICINITY OF THE PROPOSED WORKS, THE ; 6 2 4 ‘ stom REPAIRS OR RECTIFICATIONS RESULTING FROM DAMAGE TO THE EXISTING SERVICES. bepeee | | SCALE 120083, ‘Datum [AHD | scale] As Shown [Stsus | For Approval i [seco] As shown or Approval 7 ABN: 13 609 593 339 | Project | Driveway Design Drawing Tie | Driveway Layout Plan Date | August 2021 Drawn | JAG | checked | BG CH, \ = S CIVIL PO Box 5028 ee ee ene etatrm | Designed] JAG | Approved] BG CONSULTING Maron Location] 30 Elanda St, Sunshine Beach Sicasttsissistaitt. [RTOS RTES Te KEY i Mobile: 0403 862 009 7 Prof spaced iscos | Daw [Description test onet Email: [email protected] | Client | Aaron & Cassie Projecto. | 2021078 | ove No.| O2 of [O04 |issue] =
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- NOOSA COUNCIL APPROVED PLAN OPW21/0248 7 SEP 2021 [OCR of page images] EXISTING 1008 ‘AC WATER MAIN. RP BOUNDARY VIP RL 4.149 NOOSA COUNCIL APPROVED PLAN OPW21/0248 7 SEP 2021 z s ee] = j;_ t+} —_ HORIZONTAL CURVE DATA VERTICAL CURVE LENGTH (n) VERTICAL CURVE RADIUS (m) VERTICAL GEOMETRY GRADE (}) rion | asso] | ras om VERTICAL GEOMETRY LENGTH (n) 2 pis ai 22 TE DATUM RL = 42.400 FINISHED SURFACE LEVEL g § 8} 685 g g 5 JCONTROL LINE CHAINAGE 3) 3 | LONGITUDINAL SECTION LHS =! EXISTING 1008 Z| ‘AC WATER MAIN: Z| 31 eI ls g 18 gS oig 5 #1 3 5 Bots i Sb se HORIZONTAL CURVE DATA VERTICAL CURVE LENGTH (n) VERTICAL CURVE RADIUS (n) VERTICAL GEOMETRY GRADE (%) rm Litem | osm) | sass 22% VERTICAL GEOMETRY LENGTH (m) 2 Pisa 2 72 DATUM RL = 42.600 FINISHED SURFACE LEVEL 5 BR} og} alg 5 g g 3 ss als 3| 3 3 JCONTROL LINE CHAINAGE . LONGITUDINAL SECTION RHS a 2 4 8 8 40m SCALE 1:200 3 Datum [AHD | scale] As Shown [status | For Approval i 7 [seat] As shown Pe ABN: 13 609 593 339 Project | Driveway Design Drawing Tite | Driveway Long Sections August 2021 Drawn | JAG | Checked | BG ANN CIVIL PO Box 5028 Sea ei teeiairne [Desioned| JAG | Approvea| BG CONSULTING — Marooctysore BC | tccaten| 30 Elanda St, Sunshine Beach CHRIS GIBBE RO RPEQ 1325 KEY Mobile: 0403 862 009 7 issue [Date [Description ay fone Email: [email protected] | Client. | Aaron & Cassie Projecto. | 2021078 | owe No.] O3 of [O04 |issue] =
Page 3
- NOOSA COUNCIL APPROVED PLAN OPW21/0248 7 SEP 2021 [OCR of page images] NOOSA COUNCIL APPROVED PLAN OPW21/0248 7 SEP 2021 STANDARDS 2004 (AU_NZ) Ground Clearance (units: m) Part # Front Wheelbase Rear #1 0.12 0.12 0.12 DRIVEWAY LHS B99. STANDARDS 2004 (AU_NZ) Ground Clearance (units: m) Part # Front Wheelbase Rear #1 0.12 0.12 0.12 DRIVEWAY RHS atum | AHD | scale| As Shown |status | For A j , ~ - = Is I — — ABN: 13 609 593 339 | Project | Driveway Design Drawing Tite | Vehicle Clearance Plan August 2021 Drawn | JAG | Checked | BG ANN CIVIL PO Box 5028 cae Designed] JAG | Approves] BG CONSULTING — Marooctysore BC | tccaten| 30 Elanda St, Sunshine Beach CHRIS GIBBERO RPE 1325: KEY Mobile: 0403 862 009 7 Clee. issue [Date [Description ay fone Email: [email protected] | Client. | Aaron & Cassie ProjectNo. | 2021078 | pve No.| O4 [.[oa wu] -
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