Civil Plans SCG 31131-OPW-2022.04.05.pdf

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                                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

UNDERGROUND TRAFFICABLE
STORMWATER RETENTION

TANK, REFER DRG. — FOR STORMWATER PIT

DETAILS. REFER DRG

 

 

  
 
  
  
   

 

    
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

   

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Level Datum AHD - THO2 THo4 Hos THOS AAA THOT 7 THO8
Level Origin PSM115316, RL 3.593m FFL: 15.900 FFL: 15.500 FFL: 15.500 FFL: 15.050 L 5 r+ FFL:14.000 FFL: 13.400 FFL: 13.400 FFL: 12.600
Survey information provided by Noosa FPL: 15.750 ~ FPL:15.550 FPL: 15.350 FPL: 14.90 | | - FPL: 13.850 FPL: 14.250 | FPL: 14.250 FPL: 12.450
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LLL, 215. 3 _~ 600 CTRS AT ALL
/ FPL: 16.450 | I} FPL: 16.350 = Hy) TI FPL: (SWP) fa] ® GARAGE DOOR LOCATIONS.
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7 /_ (SHY 7 a
LEGEND LOT 1
__---7 INDICATES PROPOSED SURFACE RP129020
4g07 CONTOURS AND LEVELS TO AHD.
1 in 10 INDICATES FINISHED SURFACE GRADE
SITE PLAN — DRIVEWAY JOINTING PLAN
4180 EXISTING SURFACE SPOT LEVELS. Scale 1 : 200
(Tt) DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DETAILS ALL SERVICES SHOWN ON THIS PLAN INDICATIVE CONTRACTOR TO TOPSOIL AND TURF ANY
NEW KERB é& CHANNEL TO BE IN ACCORDANCE
(cu) ONLY CONTRACTOR TO LOCATE ALL SERVICES DISTURBED OR DAMAGED AREAS OF THE ROAD | | WITH NOOSA SHIRE COUNCIL STANDARD Org, DRIVEWAY SLAB GRATED DRAIN ae Aer Se
—-— -— - DENOTES SAWN CUT DANLEY JOINT TO PRIOR TO COMMENCING WORKS ON SITE. ALL RESERVE ADJACENT THE CONSTRUCTION SITE RS-080 & COUNCIL STANDARD DETAILS
DETAIL SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY 2k , z ;
RESPONSIBLE FOR THE SERVICE MAXIMUM CROSS-FALL OF 1 in 40 ON ALL oat -+-==2]}—_]] <== oa
@) SLAB POUR BREAK CONTROL JOINT, FOOT-PATHS AND INTERNAL PEDESTRIAN Po LI | AAIBOUR BARRIER
REFER DETAILS PATHS AND RAMPS SK | | Je | uw
ALL LINE MARKING TO BE IN ACCORDANCE « as
WITH THE QUEENSLAND MANUAL OF UNIFORM & fo / Ni2—400 °2"
INDICATES PROPOSED FINISHED TRAFFIC CONTROL DEVICES & A.S 2890.1 CONTRACTOR TO REPAIR/REINSTATE ANY a a - 5 4 BARS CAST INTO
SURFACE LEVELS PARKING FACILITIES PART 1: OFF-STREET CAR DAMAGED AREAS OF EXISTING FOOTPATHS, aT STRIP FOOTING
PARKING KERB & CHANNELS TO COUNCIL STANDARDS
Qe FIELD INLETS OR JUNCTION BOX PRE-CAST (>) POUR BREAK ~ GRATED DRAIN
CONCRETE CAST-INTO PAVEMENT. REFER SW1.t =
FOR FURTHER DETAILS. \=/ TPICAL SECTION
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT. SLAB JONTS. AS
CUUTTICTYTCTTUM REFER SWI.1 FOR FURTHER DETAILS || NOTED ON PLAN. FINAL PAVEMENT THICKNESS 10 BE Revision | Description Date
DRIVEWAY SLAB/PAVEMENT. REFER T0 4 3 CONFIRMED FOLLOWING GEOTECHNICAL Issue:
L NOTES AND DETAILS ON DRG, 31131 | 2/N12. TRIMMERS. TESTING. FOR APPROVAL
OWS.1 FOR THICKNESS AND REINFORCING. | 50mm COVER. 1/N12. TRIMMER.
—T To 50mm COVER. 1/N12 PERIMETER BAR EPIREZ P5~50 WET TOOLED DO NOT SCALE FROM THIS DRAWING
E INDICATES OVERHEAD ELECTRICITY TED OVER DOWEL BAR SEALANT CONTROL JOINT EPIREZ drvinge"recipyght ond are nol tobe ued or reproduced witout
SUPPLY LINE EITHER SIDE OF JOINT. OOVEWAY suas. P5-50 SEALANT \ 150 THICK the written permission of SCS. Consulting Engineers.
DRIVEWAY SLAB
INDICATES EXISTING SEWER LINE L —uT = Noosa Heads
F- < Ph (07) 5455 5604
— sw/ex—————.__ INDICATES STORMWATER DRAIN EXISTING 5 ee enalainn@sy ogres om
8 NOTED R16 x 300(L) (Galv.) STOP MESH 50mm FROM CUT EVERY 2nd SL82 MESH é —
700 LP DOWEL BARS @ 400 EACH SIDE OF JOINT. MRE ALONGLINE CHAIRED MIDDLE Title:
v—— ION I No ES 2m) ATE nA DRNEHAY JONTING PLAN
NOTED OTHERWISE THICKENING OF PAVEMENT. (TJ) TOOLED JOINT INDUSTRIAL/COMMERCIAL
PIT TRIMMER DETAIL AT SLAB JOINTS PIT TRIMMER DETAIL FOR PITS (CJ) CONCRETE CONTROL JOINT DETAIL Project
w INDICATES WATER MAIN APPROX .
ALIGNMENT, BUILDER TO CONFIRM EXACT 89-93 Eumundi Noosa Rd,
LOCATION PRIOR TO WORKS NOOSAVILLE
r INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT Date: ppl 22 | OM cp | PSII cp
LOCATION PRIOR TO WORKS Chooked: Dg No
0 2 4 6 8 10 | . .
naming ———1__——1__™m1:200 @ Al st RpEQ 5835
1:400 @ A3 : S Riuhorasen # J { J —OWD5.3