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:




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.dialbefor

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FORE YOU DIG

eyoudig.com.au

[AL1100

 

 

 

81 on RP71151
Level Datum AHD

Cooloola Land Surveys Pty
Drg No. 21215DET

 

 

HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &

Level Origin PSM115316, RL 3.593m
Survey information provided by Noosa

Ltd

 

 

1 in 10

448.0

RAMP. ~x.

 

 

—— SW/EX

 

 

Sw

 

 

 

 

LEGEND

48.07 -

INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.

INDICATES FINISHED SURFACE GRADE

EXISTING SURFACE SPOT LEVELS.

INDICATES PROPOSED FINISHED
SURFACE LEVELS

INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

FIELD INLETS OR JUNCTION BOX PRE-CAST
CONCRETE CAST-INTO PAVEMENT. REFER SW1.1
FOR FURTHER DETAILS.

GRATED DRAIN CAST-INTO PAVEMENT.
REFER SW1.1 FOR FURTHER DETAILS

DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG. 31131
OWS.1 FOR THICKNESS AND REINFORCING.

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

 
 
 
 
 
  
 
 
  
    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AP / JI

79°10'00” 95.916

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

J
Lr
“ “oy Y SLT
MMT WW, , TTT
C Y
THO! THO2 THO3 A THO 7 OV qHoe 1HO7
FFL: 15.900 FFL: 15.500}. FFL:15.500 | FFL:15,050 Me san 0} FeL:13.400 |) -FFL:13.400 rrl-12.600
FPL: 15.750 FPL: 15.350 FPL: 15.350 FPL: 14.90 az C FPL:14.250 ~ FPL: 14.250 .
Uf Yl FPL:13.850 < FPL: 12.450
i MOU Le. Y,
Y Mids, 7aho'o8" 14.000) 7 [13.400 A _f {12.580
f [ Lt B12 . q 4 LLLSL,
le SNS A= sp {14.000 c x
DRVEWAY DESEN @ ft atc
= ge goto ~~ Eg
& [15.920 g 2\ = a z a é $ =
[16.100 Ro | 3 [ 7 | \ fasn2s ~, 8 i 5
6.00 aul r \r wun THO9 “a ; al ‘ cw Sf
1 4 FFL: 16.450 L y 4. FFL: 15.000 T 13.144 ST
soroloot: 16.590 FPL: 14.850 13.500 - I Ne _
EV. 14.994 ————— ;
Oo V1 Y 17 SWEX FT EE swe sare * sw/ex
THI8 Y | |_| 6.1m MIN
. THI4 T
LN Fi: That Teaiep| J Fieie4s0 1 | re 45.000 1 g
4 U,, 16.400 | 6.1m MIN | FPL: 16.90 7 14.897 FPL14.850 ~
i APTI G | — THIS Wy ree Lk ! ~ g 9 a
Y - 4 \ 2 9 VY 7
-FFL:16.600 Ce ! Io FFL 16.450 gf LO \ * FE15.000 1 g SP 106085 LOT 99 LY
FPL: 16.450 Fy | 2 | FPL: 16.350 e| Fey. 008 4 Nets ot
7, 73 ! Ki} YA r| [15.000 Le 8 Xo \
en a | 16.450 tg \ ; _ Y / .
; Z FFL: 16.450 tf LS THI2 “
PPIs) NN ee ] St fF Frt15.000 ‘
ALLL LLL, | 116.400 cess MK . i FPLA4.890. @ 4
ee _; -- _ 259'10°35" 84.963 WA] dL a se -—
LOT 1
RP129020

Elevation

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

SITE PLAN — DRIVEWAY LEVELING PLAN

Scale 1: 200

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

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL

SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE

 

 

EUMUNDI-NOOSA RD

      
     

25| KERB INVERT

 

RP_ BOUNDARY

 

    

  

CONTRACTOR TO REPAIR/REINSTATE ANY
DAMAGED AREAS OF EXISTING FOOTPATHS,
KERB & CHANNELS TO COUNCIL STANDARDS

 

 

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

TRAFFIC CONTROL DEVICES & A.S 2890.1

 

 

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

 

 

PARKING FACILITIES PART 1: OFF-STREET CAR

PARKING

 

 

   

EXISTING SURFACE
(DASHED)

      

    

   

   
  
 

PROPOSED DRIVEWAY SURFACE WITH

DESIGN GRADES SHOWN.

    

      

  

 

 

INDICATES EXISTING SEWER LINE

INDICATES STORMWATER DRAIN EXISTING

 

AS NOTED

INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS

 

£ & & 5 § 5 & & & 5 & & 5 5 5
~ 9 ~ N a bet 2 = “> > “> % = x 6 o ~ p ~
3 5 S c g a 5 = z 5 z BS les 8 s s s
Design Line Segment Lengths 3 és 6 Ss é é & 6 é é 6 & 6 6 & & & 6 3
| 3.88 3.A7 . 6.77 4 3.74 1 4.34 | 471 7.10 7.40 3.32 | 3.48 | 3.50 3.27 3.13 + 4.33 + 7.06 3.76 3.48 o 6.54 |
. . N o 2 : : re 2 ~ oe a 2S : > ) 00 0 4 Pe on
Design Line Grade & Level gk se ges 8 & B Sse 2 & g fe s « gs ¢g¢ 2 2% g pS fe £ S £ ES
Ss a = I 1 +t S 1 8 I x 6 1 bes — QI 6 eS es @ 8 l P Po ee I ~~
2 2 <2 ec 2 2 e 2 2 2 = = = = = 2 2 2 Ss Ss >
Mo lib Te TIL Tb Md IN Wo la lel le Ie Ie leo Id IR IG Te Te The Phd TK Tg Hes TK Me Med lool Ibe PIR TT Te TI tec Tb Tod Id Te RII IE Mel I LID kT Ib ky
EXISTING S.L _ Mm 2 Se sae 8 8 8 2 ee ekg eer ee ee Ss eS eae eee Fr eS RPS Ss ee 2s 2c 8 se Ee ee * BH 2 f #2 SF
IFLR PLUTO PU FF Fi Fo PO RP PIPPI ee FF FEE FLA FP A AR FP Pe Pe EE
Se Ss SF FS FSS Ss FSS SF FF FF FSS FF FS SS SF Fc FSS SS SF SFES SF FSS SF FSF SF FESS SESE SS S
CHAINAGE — Ss s=s 8S seasrFeewesgsga2aseaeseansse BS BeesgseEeesesesagsas SB ss &FeSEBeKeKReRKReKE KF sSaseeE BEBE KE |S Ss B
Pot

 

 

 

NOTED OTHERWISE

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

 

 

 

Iss

* 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

Unit 1/11 Project Ave,
Noosa Heads

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

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

C) S06

 

Title:

DRIVEWAY LEVELING PLAN

 

Project

89-93 Eumundi Noosa Rd,
NOOSAVILLE

 

Date:

Drawn Design

 

 

 

April 22 SR SR
. Checked: Drg No. Rev
| Skea [| S1151 -OWS.2)