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Add signature blocks for:
Fort Collins Loveland Water District
South Fort Collins Sanitation District
Fort Collins Utilities Comments
PDP Rnd 1
1-7-2020
Matt Simpson
JR Response: Addressed
`
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Update to current Fort Collins Erosion Control Notes.
Appendix F of FCSCM:
https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/stormwater-criteria
JR Response: Addressed
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What is going to happen with this
irrigation/ drainage structure?
Label size of existing
pipe
Are there storm pipes here?
Will this MH be removed &
replaced? Or modified?
JR Response: The
existing irrigation structure
is to be removed.
JR Response: existing
pipe will be removed or
plugged as needed. There
will be proposed storm
sewer under sidewalk to
capture offsite flows. JR Response: The MH
will be modified.
JR Response: Addressed
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Update to LOMR
floodplain line work.
Please label flowline slope
around the curb return.
Please label flowline slope
here
Provide more detail about
intersection design.
Intersection design needs to
match routing of stormwater
flows.
Label slope here
If stormwater overtops the roadway here (clogged inlet, or any other
reason), where will the overflows go? What is the flow path for
excess surface flows to leave the site?
check slope label and arrow
Please provide piped
rundown to sand filter invert.
It may be advantageous to
place a stormwater inlet here.
JR Response: Inlet added
and piped to east inlet
JR Response: Emergency
overflow path added, it
goes to the SE corner of
the site.
JR Response: Addressed
JR Response: Addressed
JR Response: Addressed
JR Response: Noted
JR Response: Addressed
JR Response: Addressed
JR Response: Addressed
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Is the ex. irrigation structure to be
removed?
Where will the water go that is in
this pipe?
How will this connection be made? Will the existing structure be
replaced or drilled?
This pipe will need to be in a permanent 20-foot drainage
easement. Please confirm this exists or provide a easement
dedication.
A TCE or agreement with the property owner will be needed for this
Remove this note. For this project, note 'public' or
'private' on the profile drawings.
Check service separation
req's with FCLWD/ SFCSD
Is this a storm inlet?
Please provide more detail about
how the pipe gets to the downstream
inlet structure
Is this a storm inlet?
Where does the pipe go?
Pipe linework missing
Label pipe size
Is the ex gas to be
relocated?
Do you have a SSMH depth/ invert el.
here? Can the SS service avoid
conflict with the Pr Storm?
Label drainage
easement line (typ.)
Where will the water meter
and curb stop be located?
Is this ex. gas line going to be relocated?
The FCSCM requires 10-feet of
separation from other utilities.
Is this F.O. going to be
relocated?
Are these in conduit or a duct
bank?
New Storm needs 10-ft clear.
Is this an existing or proposed easement?
Please label.
This pipe will need to be in a permanent
easement.
For construction, there will need to be a TCE
or an agreement with the property owner.
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~34 cfs?
Can this water turn the corner onto
Snead?
Q100 = 44 cfs
Q100 = 64 cfs
Q100 = 46 cfs
Where did other flow from DP 2 go?
Q100 pipe = 8 cfs
Q100 = 14 cfs
Q100 = 9 cfs
q100 = 3 cfs
Q100 = 72 cfs
For the Sand Filter:
Please note the WQCV (CF) and
the WQCV water surface elev.
Please note the 100-year WSEL for
peakflows routed through sand filter
outlet.
It may be advantageous to
place a stormwater inlet here.
JR Response: See
revised calculations.
JR Response: WQCV
and WSEL added to plan.
100 year WSEL added to
plan.
JR Response: The
system becomes
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This exhibit is great! Thank you! JR Response: noted,
thank you.
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inundated in the 100-year
event causing all the
runoff to bypass the inlet.
JR Response:
Flowmaster was used to
evaluate the capacity of
the half roadway section.
The road has the capacity
for the turn. At the point
where the road intersects,
Fossil Creek Pkwy is on'y
at 0.5% slope. Additional
grades have been added
to the grading plan to
show more detail at this
intersection.
Check for bend in pipe
alignment here
This offsite work will require a Temporary Construction Easement
(TCE).
This pipe will not need a permanent easement.
FOR INFORMATION:
Another option to consider is to run
a storm drain system around the
west and south sides of the site.
This route would have less
separation issues with trees and
other wet utilities.
The storm line needs
10-ft (min) separation
from the water line.
JR Response: The
existing irrigation
structure will be removed
and stormwater will be
collected from the north
and piped.
JR Response: the pipe
was moved to ROW .
JR Response: there are
no longer and offsite
proposed improvemtns.
JR Response: yes, the
ex. gas will be relocated
by others
JR Response: noted, the
contractor said this
alignment would be too
expensive.
JR Response: Addressed
JR Response: addressed,
sanitary service shown on
storm plan and profile
JR Response: Addressed
JR Response: yes, the
existing gas line will be
relocated by others
JR Response: yes, piped
to south and then west to
pond, linetype revised.
JR Response:
Addressed, 5' of
seperation
JR Response: Addressed
JR Response: yes, piped
to notrh and then west to
pond, linetype revised.
JR Response: Addressed
JR Response: only a
small portion is less than
10' if needed the
waterline can be
relocated.
JR Response: the
existing pipe to the
proposed inlet will be kept
so a TCE is not needed.
JR Response: Addressed
JR Response: FO to be
relocated