Civil Plans SCG 31030-OPW Issue 1-2022.11.15 · OPW22/0319

                  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 — Al

MAX 1 in 40 CROSSFALL
TO FOOTPATH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       
   

 

 

 

      

 

 

 

 

 

 
     

 

 

= a EXISTING SURFACE
KERB CROSSOVER s FOOTPATH 2 EXISTING SURFACE PROFILE. (DASHED)
10 DETAIL = 3 PROFILE (DASHED)
& a.
16.00 (—®
<= 15.00
So _| \ ae ]
Ss aa e rp eT TT Sj] _ |_
2 14.00 a rd x aa - ey So SS S
x T ye g_— 4 ee | nv Ne _[t-
a 13.00 == a ps
(200 | | 5 5 B 8 61a be 8
_. S = S x 8 & » 8
Design Line Segment Lengths S ° S oo 8 S S
3 6.88 ! 9.91 | 2.40 feb2e LHS.) 10 5.44 , 244
. . S 3S g s OTS od S S é
Design Line Grade & Level = = < 7 =e 2 ge BZ He = - = «&
© 3 8 < 6B & 8 =
N x iS S SS = =
3 R & S 2 g 5 3 = % B lg le & 5 g 2
EXISTING S.L. — a a x ae 2 2 2 2 2 2 2 2 = = = = = =
N ~~ mm cO i<o} > N Oo co oO co Oo co ™~ NN
QS a a a ° 2 ° 2 e 2° e 2 e = =
CU T /FILL _ a R 4 3 = g S 6 &S &S 58 6B = a mB
7 z ? 7 ; ¢ ? 7 ? 7 ? 7 $ ; ?
oO oO oO oO Oo oO oO Oo Oo oO oO oO Oo oO Oo oO Oo oO
CH AINAGE _ So So So So S 5S S 5S S So So So So So So S S 5S
N > oOo co oO N > oO co Oo N st oO Cc a N + oO
DRIVEWAY LONG SECTION A-A
Scale 1: 100
TOOLED JOINTS TO BE CUT INTO
POURED SLAB, MAX 3.0m SPACINGS
REFER SCG ENGINEERS FOR GUIDANCE | SLAB JOINTS AS
NOTED ON PLAN.
Z| DRIVEWAY SLAB | 2/N12. TRINMERS. — reserve eet
Sv 1.5m (Min) @ 1 in 8 SLAB MESH 125mm_ THK WET TOOLED 50mm COVER. ue:
MIDDLE 8 SL82 MESH CONTROL JOINT. £ FOR APPROVAL
” 40mm TOP COVER A
500 DO NOT SCALE FROM THIS DRAWING
I te TT EN —-—- —_- —_- —_- fe design and asserioted details Contained oe this ang assacicted t
——___ f/f + 4 | the written permission of SCE Consulting Engheers
Fa CONTROL 7) LOWER SLAB MESH TO MAINTAIN Own Pou
1 nt rojyect ve.
50mm COMPACTED JOINT. So RE oo ee PS Noosa Heads’
BAW CUT AND GALV R16 DOWEL SAND BED ALONG LINE OF JOINT < Ph (07) 5455 5604
BREAKOUT — e [email protected]
BACK OF KERB 400 (L) @ 450 CIRS 5 SS web:www.sog-engineers com

(TJ) TOOLED JOINT RESIDENTIAL

 

  

RESIDENTIAL CROSSOVER — STAND-UP KERB

Title:

DRIVEWAY SECTION

 

PIT TRIMMER DETAIL AT SLAB JOINTS

 

 

Project

29-27 TOOLAR St,
TEWANTIN

 

Daten yy ny Drawren Desig "ep

 

 

 

10.06.16

 

 

 

Checked: Drg No. Re
Freedom |) |O1030-OWS.2)

Rev