HomeMy WebLinkAboutGUARDIAN SELF STORAGE - FDP210018 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (5)Reinforced to support
40-tons
JR Response: Addressed.
provide riprap spec
and placement
detail
Please provide a detailed
grading plan for this area.
Forebay
See detail sheet 15
Yellow =Private
Storm
Green =
public
This color shading is just for reference.Please
label Public or Private on the profile sheets.
JR Response: Addressed.
JR Response: Addressed.
Provide geogrid detail
and product in the plans.
(see reinforced turf from
Lincoln Street project as
example)
Provide detail and
spec for riprap
Please concrete collar
connection to existing pipe.
Provide detail for this
connection.
add bar grate on
outlet structure.
Please do not bolt MH covers.
water pressure (HGL) should be
relieved by type R inlets
pipe size?
Public Storm
PrivateStorm
See detail (sheet xx)and
headwall profile this page
JR Response: Addressed.
JR Response: Addressed.
JR Response: Addressed.
JR Response: Addressed.
JR Response: Addressed.
JR Response: Addressed.
JR Response: Addressed.
100-yr HGL is out
of ground. Please
revise.
Please up-size pipe to 18-inch pipe or twin
15-inch pipes.
Public StormPrivate
Storm
Private
Storm
JR Response: Addressed,
upsized to twin 15in
JR Response: Addressed.
JR Response: Addressed.
Public Storm
JR Response: Addressed.
Public Storm
JR Response: Addressed.
what is height of
baffle block?
See detail this sheet
Show where foundation drain
connects
Private
Storm
Private
Storm
JR Response: Addressed.
JR Response: Addressed.
JR Response: Addressed.
JR Response: Addressed.
JR Response: Addressed,
height added
A spec for the Sand media
needs to be called out on the
plans.
CoFC defers to MHFD spec
for sand filters.
JR Response: Addressed.
Still curious why this
is benched?
JR Response: it is benched
for the sidewalk to go over the
top.
Where is
underdrain
pipe?
Top of structure should be
below asphalt depth.
Response: Addressed.
Response: Addressed.