16-001014-01A (Swmp)

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A | | , \ LEGEND:
PROPOSED SWIMMING POOL Ss PEAK FLOWS ABOVE THE 63% AEP =—_—
REFER TO ARCHITECTURAL FOR STORM DIRECTED TOWARDS DISCHARGE
LANDSCAPING AND FENCING LOCATION B SITE BOUNDARY
| sw PROPOSED STORMWATER DRAINAGE N
(CONCEPTUAL ONLY) \
\ e (=Jel=] Gj CLAW PROPOSED STORMWATER EASEMENT

 

 

 

 

 

 

 

RETAINING WALLS
MAJOR FLOW DIRECTION

Z.

900 STORMWATER 63% AEP
PEAK FLOW DIVERSION PIPE

63% AEP PEAK FLOW DIVERSION

»>
=»
@® DISCHARGE LOCATION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   

 

 

 

ina a+ 2-44-45 EXISTING SWALE
Dla aaa +) Ub3m WIDE DRAINAGE
| | see ea] | EASEMENT
leas | EE SPLITTER MANHOLE TO DIRECT 63% AEP
; | PEAK FLOWS TO BASIN AND MAJOR FLOWS
i \ TOWARDS SITE DRAINAGE NETWORK
/ os
SOUTHERN BASIN
63% AEP LOW FLOWS | ™.
TO BIORETENTION BASIN
PROPOSED GPT \ Oo I \ 0 *
UPSTREAM OF BASIN SPLITTER MANHOLE TO DIRECT 63%

AEP PEAK FLOWS TO PROPOSED
GPT AND OVERFLOWS TO BASIN

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Xe ane |

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Sm WIDE
5m WIDE STORMWATER
STORMWATER EASEMENT
LL ase
f
C00 0Y CONNECTION ROAD
NOTES:
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH CONCEPT PLAN ONLY
LATEST ISSUE OF CALIBRE CONSULTING REPORT No.
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