HomeMy WebLinkAboutFile Documents.134 E Bleeker St.0102-2020-BRES (33) Engineering2 —
90.Civil Plans.20210325.pdf(10)
Page: 1
File Name: 90.Civil Plans.20210325.pdf Provide a shoring and
excavation plan. Sheet S 2.0
indicates a shoring wall adjacent
Provide a shoring and excavation plan.Sheet This is the responsibility of the to the property line, but no plan
S2.0 indicates a shoring wall adjacent to the has been submitted within the
property line,but no plan has been submitted contractor. See the attached plan.
within the permit set.
permit set.
SEE SHORING PLANS 90.Shoring ok
Plans.20210722
Page: 6 The existing easement is only 6
File Name: 90.Civil Plans.20210325.pdf ft in width and 36 sf in area.
Todays standard easement is
This is a single-phase transformer, 13'wide and 10'deep with 10'
as confirmed by Ron Christian at the clear in the front ROW.T is is to
T \,_ electrical department, and is in a accommodate �7 other
/ 5'x5' vault. Onlythe electrical transformer vopieit l as 6x6
/ ,T zones on if e {� ck i
mechanical equipment will be 10'clear in .replacing vault just
replaced. There is a 6'x6' easement. There is no.snediiagli
See the attached electrical easement easement t)RftifOrfient
agreement. proposed twsrorrrrer uoarade.
Please address.
Show the transformer and clear
zones.
., ., , \ Page: 6
"� Show existing water service line.
File Name: 90.Civil Plans.20210325.pdf
Call out abandon existing water
service line per COA Water Dept
Existing water line is called out on C4. Standards.
MEd This line and label have been added to
C6 for clarity.
...,o.o,=a.,,,a.P° ok
/, Page: 6 The streetlights don't do well
��
File Name: 90.Civil Plans.20210325.pdf
1„E,„n� a with movement.They are old
o.�PE„EE ooEPEM and delicate. Ideally the new
The contractor predicts that they will base can be poured and the
need to store and protect the streetlight street light relocated to the new
base without having to lay it
during construction since that portion of down or store it. Can this be
the site is where the house would be achieved?
moved do during foundation excavation. Is there enough slack in the
existing electric line or does a
The contractor does not have any new line need to be pulled? Is
the electric line direct bury or in
information about the slack in the conduit?
existing electric line or whether it is in
conduit.
RECEIVED
07/23/2021
ASPEN
BUILDING DEPARTMENT
/ / Page: 6 Show curb stop on the water
File Name: 90.Civil Plans.20210325.pdf service line at the property line.
9s
Skew caN sbp ea the wader i.. / Curb stop has
semcewe ac meproperty . ./-
'" been called out.
5
Page: 6
File Name: 90.Civil Plans.20210325.pdf Verify with the electric dept this
existing transformer has capacity
for the new demand.
nirThe existing transformer must be
__, i upsized. This was confirmed by Ron
_ , Christian at the electric department.
\ The existing vault will remain.
IIV Page: 7
File Name: 90.Civil Plans.20210325.pdf The variance request to place
the drywell within 10'of the
—®,;�, building foundation requires a
�i���witifi �,µo I stamped memo from the
q Wig,loam `~ structural Engineer stating it will
* effect on the have no The memo hasnegative
/, �� been attached. foundation.
,, The response to comments said
.o. SEE 40.Foundations and to see attached memo from the
Drywell Memo. 20210722 structural engineer. No such
memo could be located within
the permit submittal.
N Page: 7 The soils report needs to include
e � iiro 6 :' File Name:�� 90.Civil Plans.20210325.pdf
"ali p a perc test and address the
ima 1 appropriateness of the use of a
�' drywell given the site soil
/ See the attached updated characteristics. The response to
/ soils report.
comments said see attached
soils report, but no updated soils
mm-- 1 report was submitted.The soils
SEE 40.Soil Report. 20210722 )ort in the initial submittal did
:have a perc test nor speak to
ability of the soil to
accommodate a drywell.
® Page: 14
�.� File Name: 90.Civil Plans.20210325.pdf Where is a french drain being
proposed adjacent to the
sidewalk and where does it
®�''� .._u French drains are proposed daylight?
r4 next to concrete. This detail
has been updated to show
mii jj €; ®� this.
RECEIVED
07/23/2021
ASPEN
BUILDING DEPARTMENT
Page: 15
File Name: 90.Civil Plans.20210325.pdf The plan view does not show an
underdrain below the pervious
pavers. Where does the
Storm system D.1 and D.2 are the underdrain daylight?
underdrains below the pervious
pavers. See sheet C5 and C9 for
the call out. These systems end at
the proposed drywell.
RECEIVED
07/23/2021
ASPEN
BUILDING DEPARTMENT