SCG 31131-OPW-2022.05.19-Issue 2.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
' , 31131-SWI.1 FOR DETAILS.
www.dialbeforeyoudig.com.au 31131-SW1.1. TYPICAL

 

 

  
    
   

 

    
   

 

 

 

 

 

 

 

 

DIAL1100 ceri
BEFORE YOU DIG (SWP) (SWP) i) seo'o" 9816 (SNP) (WP) (SWP) (Swe) (SUP)
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HEIGHT DATUM

Lot 1 on RP130594 & Lots 80 &
81 on RP/1151

 

 

 

 

 

 

 

 

 

 

 

 

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THIO1 - TH02 TH103 CA THOS

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FFL: 15.900 FFL:15.500 |. FFL:15.500 | FFL: 15.050 : 4 Pe 44.000 FFL: 13.400 HL: 15.400 FFL: 12.600
|

 

 

 

Level Datum AHD TH202 ) TH203 TH204
Level Origin PSM115316, RL 3.593m ; FPL 14.90
Cooled Land Sump Ply Lig Noosa FPL: 15.750 4, FPL: 15.350 FPL: 15.350 114. | FPL: 13.850 FPL: 13.250 | FPL: 1 250 FPL: 12.450

 

 

 

 

 

 

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Drg No. 21215DET / i, Ue 4 Ae ,
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a => > IS SSF ~_ SWrae ZSw == ne = ¥ “S _RP106085 SP1¢
nS je )= i) Ait) & reo reo TE ey Wa) la MY Ie mS Ls, =
\ 8 KERB i= i= is e e i= e ; \
of (J) A 7h = f Ke = (Td) a) | (pew my!
) | A/
/ = SWP = | 1 |
F fo THS01 a C/, TH40 ) (Ta? | OL a ou]
MN FFL: 16.600 r : 1 tha “180 1 z en : !
all / “10. : “FFL: 16.300 “}) | | ~ — FFL+45.000 «I
/ FPL: 16.450 /, Yo | , Vo P) 17]
/ “10, | roo bl: 16.150 | | FPL:14.850 | — KER
+ Te Y Tu)! Vi
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s / & Y. a VILLLLL. SHE hee SMR SMX SW/EX sw/ex
4 \ 7 L 1! 6.1m MIN ”
/ to CL // | TH402 | rT GA 14302 |
FFL: 16.450 / | : | f NY I g PROVIDE R12 GALV. DOWELS
/ FPL: 16.300 | MNMSLL, FFE 16.490 7h (tH) coe, FFLNS.000 4 3|3 _~ 600 CTRS AT ALL
/ 10.0 ain un | ~ FPL: 16.500 a L —-7eS FPL 4.8 50 (OW) fo} 7 * GARAGE DOOR LOCATIONS.
a lo & / a7 _ TYPICAL.
VIET. i = Hy, SwP) a an | 6 al! aaa,
| aS Na No} a OY 4
4 APT503 | e | (SWP) TH403 ay - (SWP) = 99 \ /
A / tM . \ TH303 $ v
FFL:16.600 | 1 FFL 16.450 ¢¢swey HI] ~ FFL:15.000 “f a SP 106085 <
| | : 2 TO. LOT 99 S
te q | L14.850 | \ RP106085 \
JLLLLLL ALLL. Ti i bq) | | | | ra en
(— 4 = o = o \ \
3
YL Z | | | | S/ “ (Tah Y, a
d TH404 \ |
APT504 , / | LI | j | JAI ;
FFL:16.700 ir {4 FFL: 16.450 — | a | | -
. . | . i . a
FPL:16.550 [-——_} | | pi FPL 16.300 | elf 3 FFL: 15.000 » Is
yoy | . x
J, a MS | yy (SWP) a
(SWP) as KERB (SWP)
a
ee 2591035" 84.963 WY | 2 ee - — -
T fe cieY a “~
LEGEND LOT 1
__---7 INDICATES PROPOSED SURFACE RP129020
48.07 CONTOURS AND LEVELS 70 AHD.
1 in 10 INDICATES FINISHED SURFACE GRADE
SITE PLAN — DRIVEWAY JOINTING PLAN
480 EXISTING SURFACE SPOT LEVELS. Scale 1: 200
— DENOTES WET TOOLED JOINT TO TERRACE
SUAB, REFER TO DETALS ALL SERVICES SHOWN ON THIS PLAN INDICATIVE CONTRACTOR TO TOPSOIL AND TURF ANY
NEW KERB & 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 WH THE AUTHORITY a z ;
RESPONSIBLE FOR THE SERVICE MAXIMUM CROSS-FALL OF 1 in 40 ON ALL =7-+-==2 Pq <= oa
@) SLAB POUR BREAK CONTROL JOINT, FOOT-PATHS AND INTERNAL PEDESTRIAN Pe 4 AAIPOUR BARRIER
REFER DETAILS PATHS AND RAMPS SK |! nd
ALL LINE MARKING TO BE IN ACCORDANCE g Ses,
WITH THE QUEENSLAND MANUAL OF UNIFORM & oo , N12-400 °2"
INDICATES PROPOSED FINISHED TRAFFIC CONTROL DEVICES & A.S 2890.1 CONTRACTOR TO REPAIR/REINSTATE ANY & Ee ad 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 SW1.1 \eE/ TYPICAL SECTION
FOR FURTHER DETAILS.
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT. SLAB JONTS. AS
CIUITITTITITITN REFER SW.1 FOR FURTHER DETAILS iJ NOTED ON PLAN. FINAL PAVEMENT THICKNESS 10 BE Zoason | Desiption bale
DRIVEWAY SLAB/PAVEMENT. REFER T0 4] 3 CONFIRMED FOLLOWING GEOTECHNICAL Issue:
L NOTES AND DETAILS ON DRG. 31131 | 2/N12. TRIMMERS. TESTING. FOR APPROVAL
OW5.1 FOR THICKNESS AND REINFORCING. | 50mm COVER. V/N12 TRIMMER, NOT SCALE FROM THIS DRAWIN
= I —— mm COVER V/Nt2 PERIMETER BAR ——EPIREZ P5-50 WET TOOLED bo or SeALE cM THIS D SAWING
E INDICATES OVERHEAD ELECTRICITY TIED OVER DOWEL BAR SEALANT 150 THICK CONTROL JOINT EPIREZ dravings ore copyright and are not to be used or reproduced without
SUPPLY LINE EITHER SIDE OF JOINT. P5-50 SEALANT 150 THICK the written permission of SCG Consulting Engineers.

 

 

DRIVEWAY SLAB.

 

 

DRIVEWAY SLAB,

 

INDICATES EXISTING SEWER LINE

 

Unit 1/11 Project Ave,

 

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PS Noosa Heads
< Ph (07) 5455 5604
— sw/ex ——_—_ INDICATES STORMWATER DRAIN EXISTING 5 \ emai [email protected]
AS NOTED 2 wana Sogrenaineers.com
R16 x 300(L) (Galv.) STOP MESH SOmm FROM GUT EVERY 2nd _ CHAIRED MIDDLE -
400 LAP DOWEL BARS © 400 EACH SIDE OF JOINT. WIRE. ALONGLINE Title:
sw INDICATES STORMWATER DRAIN PROPOSED CTRS. 10mm Min THK COMPRESSIBLE OF JOINT DRIVEWAY JOINTING PLAN
AS NOTED MIN 1 IN 100 FALL UNLESS 200(0) EDGE FILLER MATERIAL FULL DEPTH (TJ) TOOLED JOINT INDUSTRIAL/COMMERCIAL
NOTED OTHERWISE THICKENING OF PAVEMENT.
INDICATES WATER MAIN APPROX PIT TRIMMER DETAIL AT SLAB JOINTS PIT TRIMMER DETAIL FOR PITS (CJ) CONCRETE CONTROL JOINT DETAIL Project
ALIGNMENT, BUILDER TO CONFIRM EXACT 89-93 Eumundi Noosa Rd,
LOCATION PRIOR TO WORKS NOOSAVILLE
t INDICATES TELSTRA LINE APPROX - 5 Desi
ALIGNMENT, BUILDER TO CONFIRM EXACT Date: April 22 Tawn op es'gn op
LOCATION PRIOR TO WORKS

 

 

 

 

 

 

0 2 Checked: Drg No.
° nnnnz — — 1:200 @ AI §
400 @A3 = 8 Richer dson 31131-OW5.3