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RFI (rec. 5.06.26) 2567 - Appendix B - Site-Based Stormwater Management Plan (SBSMP) (Ver. 2)

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Original PDF page 60, section 1. The text section number identifies this passage in the reader.

 

 

Cod Fie: C\41\17021\ Document Transfer\ Incoming\ 45-11, CMAACAD\ 451 13-C20B - C21B Stocmvnter.deg[20]

 

 

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eat Sos Scat VR Batt SOT
6000 x 2440 x 170
Reno Matress
(B SECTION
- SCALE 1:100

Rock Retaining

  
 
  
 
 

Standard Headwalt

6000x2000x170mm.
Reno Matresses

 

 

 

 

 

 

 

 

   

 

 

 

 

 

Org 45113-CO3

  
 
 

Refer Drainage Swale

 
 
  
 

Stub connection
where directed

    

SN Ee
ry
X Ling potting Type 2 900x600mm field
{ inlet with 500mm apron,
refer IPWEA Drg D-0050
DRAINAGE. SWALE svonase enon
Scale 1:10 rainoge

    

Refer detail.

Wall, refer

Refer Org 45113-C21
for Details

Lot 1
Not to Scale

 
 

       

  

 

 
  

 

   

 

 

  

 

 

 

 

        

    
 
 
 
   

 

PICAL_LOT FIELD INLET DETA,

 

|_~<— Drainage swale
Refer detail.

Ht AY

 

Py ry

   

fititity

  
 
  
 

 

 

 

 

 

 

 

 

 

 

 

Proi_Date: 08/09/07 - 08:49

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0.60. f i
Cutmofl Wall inte Lot 1 Access Swale Aa oy /
Refer Org 45113-C21 %
Lot 1 Access Swale fot 4
inlet and swole detaily .
< a ~ roe os
| A ‘ XN tN Q
3 / > Ke .
3 LOPMENT PERNPQPERATIONAL WORKS No. RORORT ND OK
= SDB DATE. .scces/eccseel A os
= UO0'D BY en geysers DATE... beeen NO aah
Refer Lot | Aétess CKD BY. cceececcccseeeeees Kt DATES?) 6.127 ‘Oo Veen
, Org No. -
a 4515-21 AMEND CIO BY... LP... DEFY)... PEEZ oe xy)
OMMENDED FOR APPROVAL RR
oN at retaining watt—— UNDER NO CIRCUMSTANCES MAY THE PSAN ¢ ‘
[ Y SPECIFICATIONS BE DEPARTED FROM WITHOUT “*
AY WRITTEN APPROVAL of the MANAGER LAND DEVELOPMENT »
CI Provide rockfil 250mm = YF NR RR e tAf  n frnre sna faranerecsnsresetssttpncserfy * w
tick min between eee P41 IG... BLP AANAGER LAND DEVEYPNZNT
S S S Reno matresses from X
0/C to 0/A to 0/0 Lot 6 J y ©
We ri tn LY,
Lot 2 J)
AGOAEAS Lot 5 | J \
L oe
Car VK BIBS | 3 Provide #600 Stub ee <— M
Provide 6525 Stub 1.22m min —
Ic q for 122m min . | L- a ie
oN J < ! > a
6000 x 2000 x 170mm a <= |
| Reno matress LAA L Ope /
57” Bll Ba
RETAINING WALL OUTLET DETAIL Provide 9750 Stub 7-7 _ ig
Seale 1:300 4.22m min 2? 7? ! ! = 70S LEGEND
NOTES: Ie 70S V/ D 4 sw. Proposed Stormwater
1. Refer to LSA Std Org 010 for Standard _ (ja — t Pleged rock 250mm ick. min ) ) vat :
: as — ——  Biisting Fence
Wa RCP De ho eo O/F to O/A to OfG “s
2. 'd’ = RCP Dicmeter 8) _— > —>> Drainage Swale
3. Refer to LSA Std Drg D10 for ‘a’, for ® et —_>
pipes above 6758 use 1.5d oo
ors | aw leddy sergiacomi & [2 LooaTTON aeAA
cao | © associates pty. Itd. | DEPT. OF INFRASTRUCTURE HOLTS ROAD, NANDROYA 45113-€20
0 7 resionn | ew ENGINEERING & ENVIRONMENTAL | CONSULTANTS | pracet TE "90 Rev.
Reset 11250 [rom | «| Se saad can set unemmrtucwnomc PROPOSED INDUSTRIAL STORMWATER LAYOUT PLAN = c
ome |esjor | MaOwes er Morsame co osu LO pom, [ESTATE 36

 

 

 

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