HomeMy WebLinkAboutMaster Permit.701 Gibson Ave.0086-2021-BRES (8)FOUND #5 REBAR
WITH 1.5" ALUMINUM
CAP (ILLEGIBLE)
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COLORADO 811
CALL BEFORE
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Utility Notification
Center of Colorado
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11/02/2021
Clarify, are there 3
water mains in this
easement or is this
showing potential
alignments? City
records indicate that
only one main is
present.
Two water lines are
shown in this area.
Were two lines
located during the
main line
investigation?
The rain garden,
riprap, storm pipes
from the
planters/trench drain,
heat tape, concrete
paver driveway and
existing areas of the
building encroaching
into the easement
shall be written into
the easement
agreement (attached
to the comment letter
email). COA Water
and Attorney will
review the proposed
agreement and
encroachments for
approval.
What is the
estimated/expected
vertical separation
between the
proposed storm pipes
and water
main/service lines?
Previously Water
preferred insulation to
heat tape on storm
pipes above the water
main. This is pending
approval by Water via
the easement
agreement.
The landscape plans
show plantings above
the riprap area. Will
these trees be
planted outside the
riprap and the dripline
is just shown over the
riprap? How will these
be planted?
Sightlines in the ROW
need to be
maintained. Height of
landscaping needs to
meet COA standards.
These dogwoods are
proposed directly
above the water
main. This is not
permitted. Small
shrubs are permitted
in the easement
however nothing can
be planted above the
water main.
Clarify if this parking
area is surrounded by
a retaining wall or
landscape curbing?
The grading plan
doesn't clarify if the
curb is elevated. New
retaining walls are not
permitted in the
ROW.
State that an
encroachment will be
obtained for existing
items in the ROW.
The soils report calls
out fill soils are in the
area, how will the
subsoil be prepared
to ensure infiltration
at the rain garden.
The soils report
recommends
compaction however
compaction typically
doesn't permit
infiltration.
Per the URMP
Appendix A, provide
profiles of the
proposed pipes.
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11/02/2021
The storm infrastructure in the water main
easement needs to be minimized. The pipe for
the planters runs down the easement. Revise
the alignment so this pipe creates a minimized
conflict if/when the Water Department needs to
access this line. Can this pipe go straight
across the easement or do grades not allow?
The response to comments letter states the
storm drain insulation is called out on the
grading plan, I couldn't find this call out. It looks
like heat tape is proposed instead? Water
Department will need to approve heat tape in
the easement. Insulation may be preferred.
Show the 25' utility
easement on this
sheet so conflicts with
storm infrastructure
are shown.
What happens to the
runoff caught in the
flowline at the end of
the C&G? Creating
negative drainage
impacts on a
neighboring property
is not permitted.
Show no negative
impacts to
downstream
properties occurs.
Provide C&G detail
compliant with the
Engineering
Standards. It looks
like a Type A barrier
curb is proposed.
Provide a detail for
the beveled edge at
the driveway
entrance.
It looks like detail
#ENG-202H is
proposed for the
driveway entrance.
Include this detail in
the civil sheets as
well.
Is a T top patch
proposed or will the
new concrete butt up
against the existing
asphalt edge? COA
standard is a T top
patch.
How can the alignment be shifted so the pipe in
the easement is minimized? Is it possible to run
the pipe perpendicular to the easement rather
than at an angle?
The response to comments letter states the
storm drain insulation is called out on the
grading plan, I couldn't find this call out. It looks
like heat tape is proposed instead? Water
Department will need to approve heat tape in the
easement. Insulation may be preferred so frost
depth is not changed.
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COLORADO 811
CALL BEFORE
YOU DIG
Utility Notification
Center of Colorado
2201048.00
DT-01
C.6.001
DA
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ENGINEERING ADVICE MAY BE REQUIRED.
ENGINEERING ADVICE MAY BE REQUIRED.
11/02/2021
This 30" boulder
retaining wall will
need to be approved
by the Water
Department and
written into the
easement agreement
that calls out all
encroachments in the
easement. It will be
the property owner's
responsibility to
replace this
infrastructure when
the Water
Department needs
access to the main
line in the easement.
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COLORADO 811
CALL BEFORE
YOU DIG
Utility Notification
Center of Colorado
2201051.00
DT-02
C.6.002
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SLOPE
INSTALLATION
DETAIL
Drawing Not To Scale
1.Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary
application of lime, fertilizer, and
seed.
2.Begin at the top of the slope by
anchoring the RECPs in a
6"(15cm) deep X 6"(15cm) wide
trench with approximately 12"
(30cm) of RECPs extended beyond
the up-slope portion of the trench.
Anchor the RECPs with a row of
staples/stakes approximately 12"
(30cm) apart in the bottom of the
trench. Backfill and compact the
trench after stapling. Apply seed to
the compacted soil and fold the
remaining 12"(30cm) portion of
RECPs back over the seed and
compacted soil. Secure RECPs
over compacted soil with a row
of staples/stakes spaced
approximately 12"(30cm) apart
across the width of the RECPs.
3.Roll the RECPs (A) down or (B)
horizontally across the slope.
RECPs will unroll with appropriate
side against the soil surface. All
RECPs must be securely fastened
to soil surface by placing
staples/stakes in appropriate
locations as shown in the staple
pattern guide.
4.The edges of parallel RECPs must
be stapled with approximately 2" -
5" (5-12.5cm) overlap depending
on the RECPs type.
5.Consecutive RECPs spliced down
the slope must be end over end
(Shingle style) with an approximate
3"(7.5cm) overlap. Staple through
overlapped area, approximately
12"(30cm) apart across entire
RECPs width.
Drawn on: 5-4-17
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
2"-5"
(5-12.5cm)
3B
4
2
5
1
3A
12"(30cm)
6"
(15cm)
6"
(15cm)
*NOTE:
In loose soil conditions, the use of
staple or stake lengths greater than
6"(15cm) may be necessary to
properly secure the RECP's.
3"(7.5cm)
5401 St. Wendel - Cynthiana Rd.
Poseyville, IN 47633
PH: 800-772-2040
www.nagreen.com
Drawn on: 5-4-17
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
STAPLE
PATTERN GUIDE
NOTES:
* Use ECMDS for more accurate
staple pattern selection.
2"-5"
(5-12.5cm)
3.3'
(1m)
6'
(1.8m)
3'
(0.9m)
4'
(1.2m)
1.6'
(0.5m)
2'
(0.6m)
10"
(25cm)
10"(25cm)
20"(0.5m)
0.7 Staples per SQ.YD.1.15 Staples per SQ.YD.
1.7 Staples per SQ.YD.3.4 Staples per SQ.YD.3.75 Staples per SQ.YD.
4:1 Slopes (A)
3:1 Slopes (B)
2:1 Slopes (C)
1:1 & Steeper Slopes (D)
Medium/High Flow Channel (D)
High Flow Channel And
Shoreline (E)
Drawing Not To Scale
A B
C D E
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
6'
(1.8m)
3.3'
(1m)
3.3'
(1m)
3'
(0.9m)
3.3'
(1m)
3.3'
(1m)
3.3'
(1m)
1.6'
(0.5m)
4'
(1.2m)
4'
(1.2m)
2'
(0.6m)
2'
(0.6m)
20"(0.5m)
R
5401 St. Wendel - Cynthiana Rd.
Poseyville, IN 47633
PH: 800-722-2040
www.nagreen.com
11/02/2021