HomeMy WebLinkAboutC_Response Letter_Lot 17_Quadrant Homes_190402_v2List View of Redline Comments
Author: Ann Fowler
Page Label: 323
Date: 03/13/2019 1:34:09 PM
provide supporting calculations used to determine
the overflow elevation
Ann Fowler (7)
Author: Ann Fowler
Page Label: 322
Date: 03/13/2019 1:43:12 PM
show footing drain connections
Author: Ann Fowler
Page Label: 322
Date: 03/13/2019 1:47:26 PM
include std plan 263.4
Author: Ann Fowler
Page Label: 325
Date: 03/13/2019 10:10:17 AM
extend silt fencing to cover all downstream slopes
Author: Ann Fowler
Page Label: 322
Date: 03/13/2019 10:13:54 AM
all roof drain lines should be connected to a 2x10
trench prior to connecting to the public conveyance
system per the requirements of appendix c
Author: Ann Fowler
Page Label: 323
Date: 03/13/2019 10:17:02 AM
provide minimum of 6-in vertical separation
between the inlet and the outlet
Author: Ann Fowler
Page Label: 323
Date: 03/13/2019 3:57:42 PM
provide depth of open bottom cb
provide supporting
calculations used
to determine the
overflow elevation
show
footing drain
connections
include
std plan
263.4
extend silt fencing to
cover all
downstream slopes
all roof drain lines
should be connected
to a 2x10 trench
prior to connecting
to the public
conveyance system
per the requirements
of appendix c
provide minimum of
6-in vertical
separation between
the inlet and the
outlet
provide depth of
open bottom cb
ADJUSTED SILT FENCING TO RUN PARALLEL TO PROPERTY LINES,
BOTH ENDS TO CAPTURE DOWN SLOPE. OUT OF CONSTUCTION AREA
-TATYANA SIROTINSKY
THIS CONNECTION SHOWN WAS FOR HTE FOOTING DRAIN NOT ROOF DRAINAGE.
ADDED A SEPERATE LINE TYPE TO BREAK FOOTING DRAIN FROM THE
DOWNSPOUT DRAIN LINE
-TATYANA SIROTINSKY
THE IE's OF THE INLET AND OUTLET HAVE 6" VERTICAL SEPERATION.
DETAIL UPDATED
-TATYANA SIROTINSKY
DETAIL UPDATED WITH CALLOUT OF THE DEPTH OF THE CATCH
BASIN/YARD DRAIN. WILL NOT BE A CONCRETE CATCH BASIN.
THE CALLOUT NOTE SAYS 24" DEEP 12"-18" DIA. PVC OR ADS PIPE WITH
DROP IN GRATE
-TATYANA SIROTINSKY
SEE DRYWELL DETAIL FOR THE CALCULATION
-TATYANA SIROTINSKY
ADDED A FOOTING DRAIN LINE TYPE TO BREAK
FOOTING FROM TIGHTLINE/DOWNSPOUT
CONNECTION
-TATYANA SIROTINSKY
ADDED THE STD. PLAN 263.4 IN THE DRAINAGE ASSESSMENT AND COVENANT. ALSO
ADDED A CALLOUT WITHIN SEPERATE LINE TYPE FOR FOOTING DRAIN BYPASS FROM
MAIN DRAINAGE SYSTEM
-TATYANA SIROTINSKY