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:




Profile View - Driveway Design CL                        Project




                                                         Date:       Drawn                Design

                                                          Checked:   Drg No.                        Rev.




                                    Rev. - 10.06.16


[OCR of page images]
 

DRAWING SIZE — At

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &

81 on RP71151
Level Datum AHD

 

Level Origin PSM115316, RL 3.593m
Survey information provided by Noosa
Cooloola Land Surveys Pty Ltd

Drg No. 21215DET

 

 

 

 

     
     

LEGEND

INDICATES PROPOSED SURFACE

 

 

 
 
 
 
 
  
 
 
 

AP / JI

79°10'00” 95.916

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

- WT, : i Oe 4 VA
Zn 4 Z !
THIOt THI02 TH103 AY THH04 oh OV qw202 1H203
FFL:15,900 FFL: 15.500 | FrL:15.500 } HL:15.050 fH Meet4o00  FFL13.400 | FFL:13.400 |} FFL-12.600
FPL: 15.750 FPL:19.550} FPL:15.550 J FPLTA.90 0) cathenns | FpL13.850 | FPL:15.250 | FPL:13.250 || pL:12,450
YY ULL 0M, } Neupyp) LD
y j Y | < Uf Yh {
Us 14,000 {13.400 ] 2 {12.580
J | :
=
15.892 ang, [15.489 15.064
[_ORVEWAY DEEN @ ES pene, ae
— Se Se pe S
3[16.000}\ & & [15.9208 B_ is.t04
VLLSLS, Ma NE 161004 a |
FFL: 16,600 6.09 OT te
iD TT FFL: 16. 300 L} tr FFL: 15.000 Hh 13.144 YN
__-FPL:16.450 | olf 6.150 1 a FPL: 14.850 Ne_—a1'5.500]] a Se] - a oe
| OE MA | | A } War EE ae et owe x sw/x—
Fama TH402 + | {6.1m MN
FFL: 16.450 16.437 FFL: 16.450 Z | | TH302 | g
Meo AL tL e630 7 ta trey ZA |?
SY Esa J, Ny | LE
eos MS | real wos) eae | 130 ie 20
7 ffi16600 0 Ne) ER 3  FFL15.000 jg} Lor 99
FPL:16.450 —_t | | “10. el FPL:14.850 ce »RP106085
| =| JL, r 1 — {15.000 Kk |
SSL Y Lo 11 iH YL, Z | g
FEL Y —— {| i FFL: 16.450 / ; >
/, 16, Wf Ly TH304 :
FPL 16550 : 16451 J FPL16.300 oh Vf F500 4 ne
ALE “Tk LARS SSS, Wj
oe ee Oy
LOT 1
RP129020

CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE

SITE PLAN — DRIVEWAY LEVELING PLAN

1: 200

Scale

MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOTPATHS AND INTERNAL PEDESTRIAN

PATHS AND RAMPS

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE

 

 

 

 

    

CONTRACTOR TO REPAIR/REINSTATE ANY

 

   

ALL LINE MARKING TO BE IN ACCORDANCE
WITH THE QUEENSLAND MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES & A.S 2890.1
PARKING FACILITIES PART 1: OFF-STREET CAR

PARKING

 

   

 

 

 

NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH NOOSA SHIRE COUNCIL STANDARD Drg.
RS-080 & COUNCIL STANDARD DETAILS

 

 

      

    

 

   
  
 

    

  

  

      

  

 

 

 

 

 

 

 

 

 

 

 

48077 CONTOURS AND LEVELS TO AHD. ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL | KERB de CHANNELS TO COUNCIL STANDARDS
‘in 10 INDICATES FINISHED SURFACE GRADE SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
4480 EXISTING SURFACE SPOT LEVELS. RESPONSIBLE FOR THE SERVICE
Qa
[29.740] INDICATES PROPOSED FINISHED c
SURFACE EVELS g & EXISTING SURFACE
S e a
RAMP. NYA AS NoCD OF RAMP UP OR i 6 2| (DASHED) PROPOSED DRIVEWAY SURFACE WITH
s = al DESIGN GRADES SHOWN.
2 8 ze,
(SW) FIELD INLETS OR JUNCTION BOX PRE-CAST 17.0 =e
DX] EE] —_ CONCRETE CAST-INTO PAVEMENT. REFER SW1.1 <= 16.00 —}--=—— w
FOR FURTHER DETAILS. OS 150 .
4 EN OSES SE SSE
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT. S 14.0
(TTT »=—REFER SW1.1 FOR FURTHER DETAILS © 93.09 9 9 I III I I III I II FFF TIT ES
“4 9.00 9 I I
DRIVEWAY SLAB/PAVEMENT. REFER 10 11.0
L] NOTES AND DETAILS ON DRG. 31131 = & & 5 & 5 = = = 5 = = & 5 5 5
OW5.1 FOR THICKNESS AND REINFORCING. 3 5 S nS S iS 5 = Zn = 3s = iS ai 3S S
Design Line Segment Lengths 3 és 6 Ss é é & 6 é é 6 & 6 6 & & & 6 3
p-—388 4 317 6.77 p34 44 aT 7.10 7.40 , S524 348 4 350 4 527 4313p 435 7.06 | 376 , 348 __6.54 |
j j on & a ni : S 3 = 2 Nr AS ~ o m ~ co >, 2 a
E INDICATES OVERHEAD ELECTRICITY Design Line Grade & Level Ex gan eee FE zg fg 2B gs & = § £ s= & =& Se s e oo fs -eg 2 8 = Ens
SUPPLY LINE Ss —~ ot = I 1 +t S 1 8 I x 6 1 bes — QI 6 Io es @ 8 l Po ee I so
iS Ss s eS S iS iS 8 iS Ss = x = x = 3 x x a
NOICATES EXSTNG SENER UNE -YISTING SL Wg EETME RR Eee ee EE ETE Cele Ek ZEEE Eg & EY YG on
— swyex INDICATES STORMWATER DRAIN EXISTING Fif Plieifie fue Fee PP PR PIP Pie Fue ie FFA FL FPL FIA FOIA 5 F FLA PIP Pi ft Fit
AS NOTED
cane |S 8S SSSSSSSSSSRSseeRggegesseeesgggeeggesseseesggggggezgg sg
INDICATES STORMWATER DRAIN PROPOSED S 3 &§ S & fF F € F&F RXR AKA SK HK HS BSB BSB |S SF FF SF S BSB 8B BBS SB SE BRK FX KL FR & Bb B&B B&B F&F FSF BZ EB
sw AS NOTED MIN 1 IN 100 FALL UNLESS Poof ft ft ft
NOTED OTHERMSE
Ww INDICATES WATER MAIN APPROX

ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

 

 

Profile View — Driveway Design CL

 

 
  
   
  
   
  
  
 
 
  

  

~ LOT 100
~_RP106085

SP1¢

 

 

 

Revision

 

Description

Date

 

 

Issue

FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

 

DEBUILD T/A

C) S06

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com
ABN 40 098 481 299

 

Title:

DRIVEWAY LEVELING PLAN

 

Project

89-93 Eumundi Noosa Rd,

 

 

 

 

 

NOOSAVILLE
Date: Apri 22 Drawn SR Design SR
mass, A 51151 -OWS.2 | .