SCG 31131-C-2022.02.24.pdf

                                                         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
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
                                                            Date:       Drawn                Design

                                                             Checked:   Drg No.                        Rev.




                                       Rev. - 10.06.16


[OCR of page images]
 

 

DRAWING SIZE — At

 

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SAY DIAL1100

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20.004——

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

20.00

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

17.500 17.500
(Da pe a L
15.0004- | Wo SSS L 15.000
12.5004- 12.500
10.0 — — = nm D wo a = wo co oO LO (To) 0O Oo D ~ =a N CO 1D ~ ms oO > _ oS N N 10.00
F| ti Existi : N N N ~ = = : S 3 oe) s © 6 © ™ N 2 S @ S a ; ~m N = S 0 ° 5 + N Ss
evation — EXIs Ing : nS nt é y < xy = é oC oS S oS o oS s “S is o oS S a iS fs) iS va + + = x a x +
p d Elev. : aj F F§ | sg| SF FT fF gv Fs YF BF F BF F SF BF F F F BF BF HF GF =F fF FSF YF BF JF s
ropose ev. : ~é é x ~ ~~ x = é co os Ss Ss cS 3 oS oS is S us fs) iS el wo LS is + + = = + + +
. < — a oO 2 et > oo = © Mm _ _ 7 mM o
Cut — Fill Depths : s gf Ss Ss F&F Fg & a a JF gs JF FF F FF F F F F JF FJ F JF F F F BF SB
. TS T 1 1 1 7 i | i < 1 S S S Ss Ss Ss S ? ST S Ss S Ss S Ss Ss
17.5004-
‘a _— a
15.0004-
TSS —S—
VQ500 EES SS CT 7
10.0 — st Oo oOo nm De) wo oO N co D D ap a m9 Cc =) D> co oOo a tT oO a oOo N N é~ wo oO oO
Flevati Fyistina : % 03 & Ss S 8 2 % 2 x S © © 3 ” N = 5 2 S 5S 3 x; = S 8 m 8 m 8 & 6 6 re ie ae ~. 2 m S 2
evation — CXIStINg - Ss sf gs es SF SF ss SF SF BF Fs Ff F BF Ff FF 8 4 = Sf USF US US) US US OS wg lll CUCU gS
Proposed Elev. : a 2a fF SF F gs F F BF zy FY F F Fs F F =F gF F F YJ = F JF JF ZF F F F Bg F F BF gy F F A FF Fs 8B
roposed Lev. : 4s fF fF 4s Ff fF 4 43 fF Fs FF Ff Ff Fs 4 | FF F | FF FY FF AF FY BF Fe AF oF FY SY SF Fy SY Ss FY SD = SF es
. > sb Da So a N ~ — > = wo N — = > nm SBS x > S = — 9 Oo
Cut _ Fill Depths : s mm s SN S N = 3S S S S 8 S 8 S 8 Ss S S Ss S 2 2 S Ss Ss S S S S S 8 Qi mB ¢ 3 S a Ss = Ss
. I z 1 1 1 1 1 T 1 I S Ss e S S Ss S 1 T S Ss S eS Ss Ss Ss Ss i o 1 1 Ss Ss Ss Ss Ss So P| S T i
17.5004- 17.500
15.000--— a SSSI]
SSO Tl
SSS Cc
12.5004- Ss
7.500--
5.000-4-
2.5004- 2.500
Flevation - Existing: @ Sl a @ | | 4g a J F 2 Fg JgFTes,337, 7 5377378975937 3959 9 TF FF yyaqas»., 2s 9g s
g: £ 2 _ oS 2 2 2 3 2 2 2 iS 2 2 = + = = = ~ 2 2 2 ns 2 2 2 N S = x N = = = x= eS S 2 S = =
Proposed Elev. : 2 2-27 fF 4 2 2 2 a 2 SF BF g Fx, ge_gais7_rrgaa#sggs#s#sepeFesagsgasasaggesegeeé
p vo iS 2 2 2 iS 2 2 2 Ss 2 = = x 2 2 2 Ss 2 2 2 Ss 2 2 2 pe) = = = = = S S =) S 2
° . i A 2 2 2 a wa = st oo st N mD = So << o oO = oo nO XN N ~ Oo 0 re) 2 = XN R B s ec S
Cut — Fill Depths — N eo} s oa — m9 = re} oO ie) wo ~ oa So — 9 - Oo = ms xO ~ aD a + ~ Dp oO rm - = * oS o
. Ss So S Ss S S S Ss Ss Ss S Ss Ss Ss Ss Ss Ss Ss Ss Ss S Ss Ss S _ Ss Ss S Ss Ss ° ? Tc i T

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LEGEND

 

 

 

 

 

 

INDICATES AREA OF FILL

INDICATES AREA OF CUT

SECTION X3._/ Ch-40.12

 

THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N

 

 

 

Annant—1_p>——7_'"m1:200 © At
1:400 @ A3

0.06.16

KEY

EX. SWPT EXISTING STORMWATER PIT
EX. RCHW REINFORCED CONCRETE HEADWALL

EX. SMH EXISTING SEWER MANHOLE

EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL

FAH. FIRE HYDRANT

TP TELSTRA PIT

EP. ELECTRICAL POWER POLE/PILLAR
TS. TRAFFIC OR STREET SIGNAGE
WM. WATER METER

KERB EXISTING KERBING

20.00

17.500

15.000

12.500

10.00

Rev A

 

 

A BINS MOVED TO FRONT OF SITE 22.02.22

 

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.

 

Unit 1/11 Project Ave,
Noosa Heads

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

web:www.scg-engineers.com
AABN 40 098 481 899

C) sc

DEBUILD T/A

 

Title:

EARTHWORKS SECTIONS

 

Project

89-93 Eumundi Noosa Rd,
NOOSAVILLE

 

 

 

Date: May n Drawn SR Design SR
Checked: Drg No. Rev.
Faowon | (IST -C3.2) A.