Appendix B - Civil Engineering Plans

 

 

DRAWING SIZE — At

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a
2
na xed a!
105,00 SG-AA S 105.00
ot aon 3 —|—
104.00 << al PROPOSED ¢ PROFILE EXISTING GROUND 104.00
SN ee GRADES INDICATED LINE. (DASHED) ww
103.00 an > bl [ 103.00
~~ She A ee, [to
VD -—a TOT [_x-
102.00 — + os & 102.00
< —— Te xi® 92 eae cc TT \ ees PS ace + S
<< 101.00 TSE On? 2 asaT Teg 5 o—s jo OSS a ae ee 101.00 -<
4 . — ~ Wadd AY = a : . $ \ >" : Ce O° vy oS y wile! . 4+
2 Ee | a & Le SF SS] we af S
Oo 100.00 Z Z 100.00 ®
Lo = yas = Lo
99.00 Sats 99.00
We 58 aj
os SS yao 6 oe _—
98.00 SS oe oo Bap 09 & \ 00
|. SRA A AN —=£ NAS
~~ st = : ab fy a>
97.00 - . 97.00
96.00 96.00
EXISTING S.L. — Z S 2 3 S z = : a 2 z a g & 3 5 s : S eo “ " if
Le = S S S S S S S S S S S S S S S 3 & S S & & 8 P
PROPOSED LEVEL - : 5 = 5 z S S = = = < 3 8 % 8 g 2 2 2 & z z Z ®
S S S S S S S S S S S S S Ss Ss S SB S s > a S S B
xy 2 1 N N oS 8 5 8 g xs 5 = 3 3 5 rs) o o ~N a = 3 Ps
CUT/FILL - ? S S S 9 ¢ ¢ + 7 7 7 7 7 7 9 9 S S 3 3 9 7 7 7
Ss S S S S S S S S S S s s s 8 S S S S 3 3 8 S 3
CH AINAGE _ Lo oS ws So Lo S wo S wd Sa wa So Lo oS wo S wo So Lo Ss 8 S wo g
Prot Dri Centerl|
PROVIDE TABLE DRAINS
NATUR, LONG DRIVEWAY EDGE
~~ SURFACE WITHIN AREA OF CUT
~~ VEL 3.0m MIN
ie oS
~~ 2
| ss BN 500 MIN FILLING TO SPECIFICATION STRIP
10 — a i TOPSOIL AND BENCH COMPACTED
ne 10 Se NN FILLING INTO PROFILE
eo . ~ CUT GRADE ~~~ Z
Dam ae we + ~~ ~ gs <=
~ ~ ~ © - DRIVEWAY FORMATION “ss! N
_

 
 
 
 
 
  
  
 
 

MIN 50-100mm
COMPACTED ROADBASE
OVER A PREPARED
SURFACE STRIPPED OF
TOPSOIL & COMPACTED

SAW CUT EXISTING EDGE OF 125 THK DRIVEWAY SLAB

BITUMEN TO ENSURE SMOOTH
TRANSITION WITH NEW DRIVEWAY
PAVEMENT

 

 

 

 

 

 

 

CONTRACTOR TO TOPSOIL AND TURF ANY

SITE PLAN — DRIVEWAY ALIGNMENT PLAN

Scale 1: 200

DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE

 

 

 

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

  
 

 

 

a
(Tex MAX FILL BATTERS
3 GRADE

MIN GRADE

 

TYPICAL DRIVEWAY CROSS SECTION

 

125

 

100

 

SUBGRADE PREPERATION, REFER
GENERAL NOTES

 

 

 

 

 

DEPTH
DETERMINED
ON-SITE

PAVEMENT MATERIALS:

—125mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE

~100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST
—SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS /NOTES

DRIVEWAY PAVEMENT SECTION

 

 

Revision | Description Date

 

 

 

“FOR TENDER

 

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,

F Noosa Heads
Ph (07) 5455 5604

email:[email protected]

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

DEBUILD T/A

 

Title:

DRIVEWAY DETAILS

 

 

 

 

Project
2 Smiths Rd,
TINBEERWAH
Date: Aug 3 Drawn 1H Design SR
Checked: Drg No. Rev.

 

 

 

 

| 88, | 33128 -C21