Appendix D - Engineering Report · REC15/0011

 

 

 

 

Edge of

aan , EXISTING CREST

Bitumen?

 

 

 

 

    

 

         

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

  

 

        

 

 

 

 

 

 

 

 

 

 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DISCHARGE —/ (APPROX. +
INTO CREEK L . LOCATION) |
7 _
Ye = > = >. .
Le PROPOSED
. : PROPOSED GRASS 3
GRASS SWALE DRAIN~|
SWALE DRAIN
3.0m WIDE 2
GRAVEL
NS ACCESS 1 0 T 5 4 + 1 =
2 -
+ 5 L
oO
* ‘ + 2 Cc
1 |
|
wo———rwo
 — awo———Rwo a RWD 3
3.0m WIDE i
GRAVEL ACCESS ‘ J 46
a T16321
8 6 3 2 -
ae
a 300 RCP
ye
+ ey —awo awo-s-26nRwo—[E-Rwo wo wo
' 2 PROPOSED
5 . 9 | BIORETENTION
B 03m BASIN = 95m?
s 8m : 3 (TO BE
PROPOSED 16m CONFIRMED)
\% s BIORETENTION . , |
\ BASIN = 73m? + 415 at
\ O (TO BE CONFIRMED) rs
oO —
3 © —
oe
- =
Gum
\ ° @ 0.5r a
— s 12m a
oO \ H 25m Y o
\ ww
WD \ sO
Oy
l rl \ AR 0 5 10 15m
m + a
\ 7 Scale 1:250 @A1
~ \ 4 Scale 1:500 @A3
/ 4
Associated Consultants Client Drawn Verified Project Drawing Title Scale |Sheet Size]
SUNSHINE BEACH T D lia But DR RESIDENTIAL SUBDIVISION PRELIMINARY AS SHOWN] A1
CONSTRUCTIONS BLH DR 1 GEORGE ST, TEWANTIN STORMWATER DRAINAGE Drawing Number
S074 SWALE DRAINS DELETED aH PTY LTD engineers & projectmanagers [PP ng Gor0 ROP monty LAYOUT PLAN 1 of 2
110.04.15| SWALE DRAINS ADDED BLH Signed Date New erent HORIZ DATUM om) 6 SOO Sheet Revision|
78.08. F
rsa Date [Revision Description ~ Drawn Sn Ree Be ATM AND dal 15513-SK01| C