SCG 31131-C-2021.09.14.pdf

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              Telstra Pit




Elec Pillar




                                         SCHEMATIC DRAINAGE PROPOSAL ONLY DETAILED DESIGN
                                         ISSUED AT OPERATIONAL WORKS APPLICATION




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                                                                  Telstra Pit




                                                                                                              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:



                                                  Elec Pillar




                                                                                                                 Project




                                                                                                                 Date:       Drawn                Design

                                                                                                                  Checked:   Drg No.                        Rev.




                                                                                            Rev. - 10.06.16


[OCR of page images]
 

 

DRAWING SIZE — At

 

www.dialbeforeyoudig.com.au

SAY DIAL1100

yy BEFORE YOU DIG

 

  

 

 

ALL STORMWATER

PIPES TO BE LAID AT
1:100 MIN. UNO.

 

   

 

 

 

 

 

 

 

 

 

PROPOSED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RL13.47

PROPOSED BIO-RETENTION BED IN ACCORDANCE
WITH STORMWATER MANAGEMENT REPORT BY
SCG CONSULTING ENGINEERS ISSUED
OPERATIONAL WORKS APPLICATION

 
 
 
 

 

 

 

 

 

 

 

 

 

 

     
 

PROPOSED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

LEGEND

INDICATES DIRECTION OF FALL
TO FINISHED SURFACES.

GRATED FIELD INLETS, INDICATIVE ONLY

F,
All

& GPX

INDICATES STORMWATER DRAIN PROPOSED

 

 

Sw
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE

Ss INDICATES SEWER LINE PROPOSED AS

 

NOTED
INDICATES EXISTING SEWER LINE

 

 

KE

EX. SWPT EXISTING STORMWATER PIT

RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE

E.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL

N.S.L. NATURAL SURFACE LEVEL

FH. FIRE HYDRANT

TP TELSTRA PIT
EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING

  
 

SUB-CATCHMENT 1 SHOWN
HATCHED DRAINS TOWARDS

EUMUNDI NOOSA RD

 

Floor Level RL17.14 | Floor Level RL16.57

 

 

 

 

 

SCHEMATIC DRAINAGE PROPOSAL ONLY DETAILED DESIGN
ISSUED AT OPERATIONAL WORKS APPLICATION

 

 

ALL ROOF STORMWATER RUNOFF DRAINED
TO PROPOSED DETENTION AND RE-USE
TANKS. DETAILED ROOF DRAINAGE DESIGN
BY HYDRAULICS CONSULTANT

 

 

 

SITE PLAN — SCHEMATIC STORMWATER DRAINAGE PLAN

Scale 1: 200

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

SUB-CATCHMENT 2 (NOT

 

 

 

 

 
 

SITE PLAN — SUB-CATCHMENT PLAN SITE _STORMWATE!

Scale 1: 500

HATCHED) DRAINS TOWARDS
REAR OF SITE VIA DETENTION
TANKS

R_DRAINAGE

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

UNITS UNITS
° Sep
Up Ldgd 7
»s : ’ /
3 7p'10'08"| |
-—-.—}-- |__| Ae © [Z ———s “ |e | JA, Z ae y
% eyed Manhole Se _ S.912 |
Ss From Unity Wa (From Unity Water Records) a S825 Va
es 3 Oe SY sw
Ss a sw ey _ = sw e sw sw aa
i . > GPX GPX
F he s oO
LLS LS, VSS S SL LS 7 or USe
"Wate on / (WATER TANK
Soe) of hog ROOF ONLY
7 go.15 ,
a é °” Manhote A .
’ oy Ys ‘| gs
ne 7)0. nnn AS
fog
“ee MIN
‘ z, /
A » PROPOSED 4p
As UNITS |
IS
4 TLL /. r Sp
PROPOSED ie
House UNITS # 93 Elz
‘ RP 1 ot a
A |
4 Ue JS, “i 7 We
2591035"
_ 84.965 | _ =
x 2 x] 20.4 [Px 7G 35) —

PROPOSED STORMWATER DETENTION AND
RE-USE WATER TANKS. DETAILED DESIGN
IN ACCORDANCE WITH STORMWATER
MANAGEMENT REPORT AND OPERATIONAL
WORKS APPLICATION

 

DESIGN STORM INTERVAL 100 YEAR ARI
SITE TIME OF CONCENTRATION 10 Min.
100 YEAR ARI COEFICIENTS OF RUNOFF
PERMEABLE AREA — 0.84
IMPERMEABLE AREA — 1.0

EXISTING SITE
Qigg - 225 It/s

ALL FLOWS TOWARDS REAR OF SITE

PROPOSED SITE
Qigg - 275 It/s TOTAL

CATCHMENT 1: 75 It/s
DRAINING TO EUMUNDI NOOSA RD
CATCHMENT 2: 200 It/s
DETAINED FLOW RATE 20 It/s
UNDETAINED FLOW RATE 150 It/s
DRAINING TOWARDS REAR OF SITE

SCG CONSULTING ENGINEERS STORMWATER
MANAGEMENT PLAN WITH DETAILED ANALYSIS
ISSUED FOR OPERATIONAL WORKS APPROVAL

 

PRELIMINARY SITE STORMWATER ASSESMENT

 

 

             
        
   
  

   
 
 
  
  
 
    
  
 
   
  

EXISTING INTER-ALLOTMENT DRAINAGE
CONNECTION POINT SITE CONNECTION IN
ACCORDANCE WITH STORMWATER MANAGEMENT
REPORT BY SCG CONSULTING ENGINEERS AND
OPERATIONAL WORKS APPLICATION

EXISTING SURFACE BUNDING
ALONG REAR FENCE LINE

 

 

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.

 

DEBUILD T/A

Unit 1/11 Project Ave,
Noosa Heads

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

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

C) S06

 

Title:

SITE STORMWATER
DRAINAGE PLAN

 

Project

89-93 Eumundi Noosa Rd,

 

 

 

 

NOOSAVILLE
Date: May nA Drawn SR Design SR
Checked: Drg No. Rev.

RPEQ 5835
S Richardson

S151 -C5.1.

 

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