HomeMy WebLinkAboutMaster Permit.1015 Waters Ave.0204.2019 (24).ARBK C-Civil Engineering.1015Waters.2018.4.pdf(10)
�• Page: Cl
�w� Show meter location.
�A� .m,�: File Name: C-Civil Engineering.1015Waters.2018.4.pdf
1Liii Meter location is intended to be within the building mechanical room.1���/1 A note has been added on Sheet Cl to indicate this.
IrkiQom, �2:�.„.,
SCALE: 1"'= 10 Page: Cl
File Name: C-Civil Engineering.1015Waters.2018.4.pdf A maintenance and access
easement must be provided for
the ditch on property.The
Ali-l
ae � ' easement must be 10ft from
rt
.. e .e
, , center line of ditch. No structural
lt- infrastructure can be within 10ft
of center line of ditch.
`'; Ditch easement has been provided. Architecture and site plan have been
�_;, "" redesigned to conform. This is shown through out the plans.
Page: C2 Profile 1 is incorrectly labeled
File Name: C-Civil Engineering.1015Waters.2018.4.pdf and should reference Detail F.
o+oo
786' ...,... M
lasigiraz
O is M,a The label has been correct on Sheet C2 as Detail F.
il MIME
7954 11111111111111
PROFILE-1
Page: C2 Soils report recommends
File Name: C-Civil Engineering.1015Waters.2018.4.pdf foundation drains. Please show
Soils report on plans.
recommends
foundation drains.
Please show on
plans. Foundation drain routing has been shown on Sheet C2 with a drywell
TAILS PER for the foundation drains added as Detail L.
.HITFOT
RECEIVE )
05/08/2019
ASPEN
BUILDING DEPARTMENT
Page: C2 General Notes section not
File Name: C-Civil Engineering.1015Waters.2018.4.pdf
legible. Please revise.
General Notes section
snot legible.Please
in®m I=e07,revise. The sheet has been remade and the notes are legible.
s®rOaCI �mt me1l_.i�r
Im❑mmmm
78E
nt®EI N®NCL u m i i i i i u rC SEED®
IDnniiiid❑Cmgy,Et®101Sll C2
l nm11,11,1 rrn In,Imi carrfmmn ,,,
Page: C2 How will the southern swale be
File Name: C-Civil Engineering.1015Waters.2018.4.pdf
STACKED ROCK wA E conveyed through retaining wall
shown.
How will the southern
Swale be conveyed
a through retaining wall b it
shown.
HEX.
SLOPE GRADE� , o n The stacked rock retaining wall and detail have been removed.
�\w
The swale is shown with uninterrupted conveyance.
Erat iz Page: C4
File Name: C-Civil Engineering.1015Waters.2018.4.pdf Permeable paver detail does not
comply with the URMP spec.
See Figure 8.31 in the URMP for
[aw- guidance on appropriate
'i r k> ' permeable paver cross section.
4-77-
r� • Permeable paver detail has been revised on Sheet C4 to be
_ ml
congruent with the URMP,
Page: C4 Media should be 70%sand and
File Name: C-Civil Engineering.1015Waters.2018.4.pdf 30%combination topsoil and
organic matter, per the URMP.
Media should be 70%sand and
30%combination topsoil and
organic matter,per the URMP. ,1 The Bio-Retention detail on Sheet C4 has been revised to be
1e
t congruent with the URMP.
85%PSAM c-33 SAND
15%PEAT DRUM MIXED
BIO-RE1
Page: C4 Is work being proposed on the
File Name: C-Civil Engineering.1015Waters.2018.4.pdf
ditch?
i—tg"
No work is being proposed on the ditch. The detail has been removed.
RECEIVEt
05/08/2019
ASPEN
BUILDING DEPARTMENT
Page: C5
File Name: C-Civil Engineering.1015Waters.2018.4.pdf Please re incorporate these
figures on sheet C5. They are
p illegible. RECEIVED
V/E
Please re-incorporate these
figures on sheet C5.They are
illegible. A1V n O 1 n
The figures have been re-incorporated on Sheet C5. They are d G 7
— in the drainage report, too.
I'll,. ASPEN
Y'' BUILDING DEPARTMENT