SCG 31131-Civil Issue 6-2022.03.09.pdf

                         .26
                    15
                   WM
                  WM




                               SCHEMATIC DRIVEWAY PROPOSAL ONLY, DETAILED DESIGN
                               ISSUED AT OPERATIONAL WORKS APPLICATION




                                                                                                     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

 

 
 
 
  
   
    
   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  
 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

        
     
 
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  
  

      

 

 

 

 

 

 

 

 

 

 

 

         

 

                       

 

 

 

 

 

 

APF / TIO
www.dialbeforeyoudig.com.au 79°10°00"
— SW SW 85.816 W 7
DIAL1100 — .
l | SIT inno -
BEFORE YOU DIG aha | fess i
og ween yy 4— 4 i" ! He
/ DZ, yy | NA “ ot 80 ( Ce |
Dit y 7 % /RP71151 WTI |
. Y,
AN “/ Uy, 4
VA Vy oY 4 c
FFL:15.000 | FFL:15.050) 4 YY en). FFL:H3.400 4 |
Utéhiy y Yy C Yn Uy, YT i A
: Ks phy | ye yp fe Vg Ce 2.49
+ , + repolos | fiao07] Aloe au
SS RES SS ‘ th mma OU oo xt <
15.897 \ [15.488 0m4L7 —_LS.084 77 [14.1642 | [13.36 Ue. 312.589 Ne .
DRIVEWAY DESIGN TENBID et a136.72 Lx \ 14.165] Ty 2161.33 . “LOT 100
RS Be eb de i 14.723 = go A807 41:58 = ane Be yw ha — el \ * 1
ey s 3 7 =p ~~ seat  e- 48 3 £1.81 (#915 se ~_RP106085 SPi¢
a a . . bs 3 s \ s ® = € 5 & &P7TN!1 5 19.519 } NX
No fe Sc LEO Pe 8 a ROR 8 = ; 4
| 16.051 S 5 Sa ' | \ .
a, \ VL Dis © ‘b ‘
az oh \ “ . sy —}:44.95 & P
rs \ ¢ = T E /
= \ 7 TN L
: | ‘113.150 PN | [12.787
79°10'09” “ Lo Pee 15.598 PN \ VY Rev A
N33 | : SW —— tt -
A rtd peememanes canes rr raauce
! |
=|3
Vie | / LEGEND
. & U U _---77 INDICATES PROPOSED SURFACE
~ FFLT5000 Hisl a 106085 LOT 99 < x 4807 CONTOURS AND LEVELS TO AHD.
Lot 1 (#9 be iN > \ \ .
RP130s04 ie \ RP106085 KX ‘in 0 _ INDICATES FINISHED SURFACE GRADE
77 TT 3 4480 EXISTING SURFACE SPOT LEVELS.
S, [20.740] INDICATES PROPOSED FINISHED
y i \ LL = “ SURFACE LEVELS
/ WW Lo v
Ly Z P5021 Y J | @ - s E INDICATES OVERHEAD ELECTRICITY
LLL LLL Kx SUPPLY LINE
aan : | LL INDICATES EXISTING SEWER LINE
259°10°35" 84.963 u 4 . A | 7 >
° 5 INDICATES SEWER LINE PROPOSED AS
NOTED MIN 1 IN 60 FALL UNLESS NOTED
LOT 1 OTHERWISE
RP129020 W INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
+ INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
SCHEMATIC DRIVEWAY PROPOSAL ONLY, DETAILED DESIGN LOCATION PRIOR TO WORKS
aE. PLAN — DRIVEWAY LEVELING PLAN ISSUED AT OPERATIONAL WORKS APPLICATION
cale :
&
w ze
8 _ = EXISTING SURFACE
= i Z| (DASHED) PROPOSED DRIVEWAY SURFACE WITH
s = =| DESIGN GRADES SHOWN.
= 8 &,
=<
17.0 oat
S 16.00 =
a
® 13.0 &
TY SSE B THO6/07/08/09 REVISED 09.03.22
LU 12.0 === A BINS MOVED TO FRONT OF SITE 22.02.22
11.0 E & E E E & 5 E & le E 5 & E & E — Description Date
~ m9 = rm oS sm a re) N 9 = = Ss So = S > a S ssue:
3 S Ss x an a 3 s = = B 3s 8 B S a re oO S S FOR APPROVAL
. . + + & gs & + + + + + ES + & & + + 3s s + + + +
Design Line Segment Lengths 7388 37, 6.88 3m) 4h 4 6.72 x 7.43 (347 1 338 | 309, 383 , 301, 5.89 553, 358 | 64, 8T 6.94 345 1 320 |
. . tt a ts iT s ~ = Tg we eT © ~ Tt '> Te m9 ToT © Ba DO NOT SCALE FROM THIS DRAWING
Design Line Grade & Level £ ot Ne N Se z Ee 8 € = E = € A & N & = & = € moog 8 € 2 E = =. < Ee 2 € < € S € & € 3 = 3 SA The design and associated details contained on this and associated
Zo “8 ue ws 7 S 7 5 7 8 + g 7 Ss 7 5 7 ar’ 5 7 3 7 oS 1 8 7 SI 7 S 1 R 7 S 7 8 7 ZS 7 % 7 “NBT crowings are copyright one ot i° be sed or reproduced without
wo wo so go wo wo wo wo wo © = + = + ne) ne) 9 ne) 6S N N N permission ot /onsulting Engineers.
-YISTING SL RIG kIT gd he kkk ak keHE EEE RB eke ELE EER RHE eR ERM REE Gem EEL opp ee
UPL PUP PU PP FP PP PP PPP Ps PP Fe PP rb PP PP s ) ovat sans gneers om
ee ee eee PF Pe ; Nes meta segenaneess.com
Oo Oo Oo Oo Oo oO oO oOo Qo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo a
Se Ss Ss SF FSF SF SF FSF FF FSCS SGS FG FFF FSF FSS SSF FF FF SF SFSS SEF FE FF FSF FES SE SESE SESS
CHAINAGE - | 8S 3 Bess FES 8 Sh RSS SHSRRRBS TST SSSSER RSE EReeserxrzrteesesesesee zs 8B Tite:
Pp | | | |} | tt tT DRIVEWAY LEVELING PLAN

 

 

 

 

 

Profile View - Driveway Design CL "89-93 Eumundi Noosa Ra,
NOOSAVILLE

 

 

Date: May nA Drawn SR Design SR

 

 

 

 

 

0 > 4 6 8 10 Checked: Drg No. R
° nnnnz — — 1:200 @ AI §
400 @A3 = 8 Richerdson 51131 -C6.2 B.