HomeMy WebLinkAboutFile Documents.1112 Waters Ave.0024.2019 (33).ARBKMarkup Summary
Page: Z103 1 OF 1 Survey Project NO. 16050
File Name: 01 Architectural Drawings 2.15.19.pdf Easement must be provided for
the ditch. 10ft from centerline.
01 Architectural Drawings 2.15.19.pdf (1)
Page: [1] 1112 Waters Ave-Cover Sheet C100
File Name: 02 Civil Drawings 2.15.19.pdf Soils Report indicates
installation of a foundation drain
that does not appear on the civil
set. Is this a part of this
construction?
02 Civil Drawings 2.15.19.pdf (16)
Page: [1] 1112 Waters Ave-Cover Sheet C100
File Name: 02 Civil Drawings 2.15.19.pdf Please provide a site plan with
civil set.
Page: [2] 1112 Waters Ave-C200 Basins
File Name: 02 Civil Drawings 2.15.19.pdf Sub-basin EX-1 with the existing
house is shown as 0%
impervious in both the report and
the Basin Map.
Page: [2] 1112 Waters Ave-C200 Basins
File Name: 02 Civil Drawings 2.15.19.pdf Show porous gravel strip on
plans
WATER
S
60' R-O
ASPHA
L
T
CTV
CTV
CTV
CTV
CTV
CTV TV
CTV
T
T
T
T
TG
G
G
G
G
G
G
EX-UE
EX-UE
EX-UE
EX-UE
EX-UE
EX-UE EX-UE
T
T
T
T
T
T T T
X
X
X
X
X
X
X
X
EX-UE
EX-UE
S
S
S
S
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E
G
79727971
79717972
7972
79737972
7971
7971
7972
7972 7971
7971
7970 7971
7972
7970
N 38°2
7
'
0
0
"
W
9
3
.
2
1
'
N 42°52'00
"
E
4
1
.
0
0
'
N 21°2
2
'
0
0
"
E
4
7
.
0
0
'
N 42°2
4
'
0
0
"
W
9
5
.
4
7
'
∆=54°46'56"R=60.00'L=57.37'ChB=N20°15'14"EChL=55.21'
#5 REBAR& CAPL.S. #9184
#5 REBAR & CAPL.S. #9184
#5 REBA
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A
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I
B
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ELECTRICLINE (TYP.)
TELE.LINE (TYP.)
FLAGSTONEWALKWOODDECK
GRAVELDRIVEWAY
GRAVELDRIVEWAY
CHIMNEY
EL=7986.3'
WOOD DECK
CANTILEVER
CANTILEVER
OVERHANG (TY
P
.
)
OVERHANG (TYP.
)
OVERHANG(TYP.)OVE
R
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TIEPLANTER
LOT 98,051 S.F.±MULTI LEVEL WOODFRAME HOUSEWITH BASEMENT1112 WATERS AVE.
F.F.EL= 7970.4'
F.F.EL= 7970.6'
RIDGEEL= 7986.1'
&
SMUGGL
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R
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I
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W
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CABLE
TV (TY
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)
TELE.LINE (TYP.)
SEWERMANHOLE(TYP.)
TRAIL TRAIL
BRIDG
E
GATE
BOULDER
SHED
48.50'24.6
0
'
48.50'
24.60
'
3.3'
22.1'
18.4'
28.4'
FENC
E
GAS
L
I
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E
T2
T3
T4
T5
T6
T7 T8T9
T10 T11
T12
T13
T14
T15
T16
T17
T18
T19T20
T21
T22
T23 T24 T25
T26 T27 T28
T29
T30T31
T32T33
T34
10'
10'BUILDIN
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TIE WALL (TYP
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TIE WALL (TYP.
)
ELEC.METER
TELE.PED.
10' UT
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LOT 8
LOT 10
FENCE(TYP.)
FENCE(TYP.)
10'
10'
W
W
W
W
W
W
W W W W
WOSW
WATERSERVICE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SEWERLIN
E
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.
)
WATERLINE
SS
CSD
SEWER MANHOLE WT-6.1RIM EL=7970.40'II SW EL=7963.71'II SE EL=7963.97'IO EL=7963.67'
10' UTI
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1
3
6
10'
T36 T40
T41
Drawn By:NW
80
DINGHOWN INMENT NO.
2018.ED IN
EMBER 29,CLERK
15. INE 30'
TERNON OF
AS UNABLE
07.44 S.F.±,
TREE CHARTTREETYPETRUNK DIA.T1 10"T2 10"T3 DECIDUOUS 12"T4 2 DECIDUOUS 6"T5 CONIFER 12"T6 14"T7 12"T8 10"T9T10T11T12T13T14T15T16T17T18T19T20T21T22T23T24T25T26T27T28T29T30
DRIP DIA.BASE ELEV.
CONIFER
CONIFER
2 DECIDUOUS3 DECIDUOUS
12'12'12'10'15'20'12'12'10"8"8"10"5"14"10"12"
8'12'8'15'6'15'8'10'12"8"12"12"8"6"10"8"
10'8'10'10'8'6'12'15'12"14"10"8"6"8"
10'12'8'8'8'8'
7970.3'7970.2'7970.8'7970.2'7971.7'7971.5'7971.2'7971.5'7971.8'7971.9'7972.0'7971.8'7972.6'7972.2'7970.4'7973.0'7973.0'7972.8'7972.4'7971.3'7970.7'7971.5'7971.5'7971.1'7971.7'7970.9'7972.2'7972.6'7970.4'7972.5'
DECIDUOUSDECIDUOUS
2 DECIDUOUS2 DECIDUOUS2 DECIDUOUSDECIDUOUS2 DECIDUOUS3 DECIDUOUS
CONIFER CONIFERDECIDUOUSDECIDUOUSDECIDUOUS
DECIDUOUSDECIDUOUSDECIDUOUSDECIDUOUS
DECIDUOUS
CONIFER
DECIDUOUS2 DECIDUOUSDECIDUOUSDECIDUOUS
Easement must beprovided for the ditch.10ft from centerline.
Soils Report indicates
installation of a
foundation drain that
does not appear on
the civil set. Is this a
part of this
construction?
WAT
Please provide a site
plan with civil set.
Sub-basin EX-1 with the existing
house is shown as 0% impervious in
both the report and the Basin Map.
10' UT
I
L
I
T
Y
E
A
S
E
M
E
N
T
PER D
I
T
C
H
B
O
O
K
2
A
P
A
G
E
2
8
5
& BOO
K
2
0
3
P
A
G
E
4
7
9
7970
7969
7969
796
8
Show porous gravel
strip on plans
1. Civil /
Survey
2. Civil
3. Civil
4. Civil
5. Civil
WCE Response: We have analyzed the
existing condition as if there is no house in
order to determine the maximum historical
discharge rate. We have updated the text to
clarify this methodology.
WCE Response: We have
updated the plan to show the
porous gravel strip.
WCE Response: Jack said to
disregard this comment during our
4/1/19 meeting.
WCE Response: The owners
are working through the
easement.
WCE Response: Yes, we have
added a foundation drainage
plan.
4/10/2019
Page: [2] 1112 Waters Ave-C200 Basins
File Name: 02 Civil Drawings 2.15.19.pdf Please check the scale on Sheet
C200.
Page: [2] 1112 Waters Ave-C200 Basins
File Name: 02 Civil Drawings 2.15.19.pdf Please label pipes and inlets on
sheet C200
Page: [2] 1112 Waters Ave-C200 Basins
File Name: 02 Civil Drawings 2.15.19.pdf No drain time calculation was
located in the drainage report.
Per the URMP, drywells must
have a maximum drain time of
24 hrs. Please supply a
calculation that provides
evidence the drywell drains a
WQCV within 24 hrs.
Page: [3] 1112 Waters Ave-C300 G&D
File Name: 02 Civil Drawings 2.15.19.pdf Label and Detail Boulder
retaining wall
Page: [3] 1112 Waters Ave-C300 G&D
File Name: 02 Civil Drawings 2.15.19.pdf Please label inlets 10 and 11 in
plan view on the Grading and
Drainage plan.
10 20 40
= 10'
N
Please check the
scale on Sheet C200.
7972
7971
7971
7972
7971
7970
0.00
7970.00
GUTTER ENTIRE EASTERN ROOFCONNECT DOWNSPOUT TO PIPE A
PR
-
5
AR
E
A
=
3
2
7
.
3
3
S
F
Please label pipes
and inlets on sheet
C200
No drain time calculation was
located in the drainage report. Per
the URMP, drywells must have a
maximum drain time of 24 hrs.
Please supply a calculation that
provides evidence the drywell
drains a WQCV within 24 hrs.
7972
7
FF:7970.5
3
7970.45
TW:7972
TW:7972
7970.21
2.
0
%
7971.
5
0
970.45
HIGH
7970
7971
7970.45
7970.
5
0
7970.4
7970.451TE0VC
INLET - 68" SQUARE GRATERIM:7970.00INV OUT:7969.00 4" PVC
TW:7
1
.
5
0
TW
:
7
1
-
7
1
.
5
0
7971.75
PIP
GUTTER ENTIRE WESTERN ROOF
CONNECT DOWNSPOUT TO PIPE B
EDGE OF PAD 7970.45
DRAIN TO SUMP 7970.40
Label and Detail
Boulder retaining wall
7971
7970
7970
797
0
.
0
0
7970.00
7970.01
7970.25T - 5RATE69.90" PVC4" PVC
PIPE A
GUTTER ENTIRE EASTERN ROOFCONNECT DOWNSPOUT TO PIPE A
Please label inlets 10and 11 in plan viewon the Grading and
Drainage plan.
6. Civil
7. Civil
8. Civil
9. Civil
10. Civil
WCE Response: Per our 4/1/19 meeting, we
are adding Inlets 10 and 11 to C300, but
leaving the inlet and pipe labels off C200 for
clarity.
WCE Response: We have
updated the scale to show
1":20'.
WCE Response: We have added Inlets 10
and 11 to C300.
WCE Response: The drain time calculation
was provided in the drywell detention
appendix (Appendix F). We have added text
to the body to state that the drain time
requirement has been met.
WCE Response: The boulder wall has been
labeled. A detail was added to C500.
4/10/2019
Page: [3] 1112 Waters Ave-C300 G&D
File Name: 02 Civil Drawings 2.15.19.pdf A easement will need to be
provided for this ditch. 10ft from
centerline of ditch.
Page: [3] 1112 Waters Ave-C300 G&D
File Name: 02 Civil Drawings 2.15.19.pdf What is the wall that's shown on
the grading plan? Concrete?
Modular block?
Page: [3] 1112 Waters Ave-C300 G&D
File Name: 02 Civil Drawings 2.15.19.pdf No trees or retaining walls are
allowed in utility easement.
Page: [5] 1112 Waters Ave-C500 DETAILS
File Name: 02 Civil Drawings 2.15.19.pdf Please provide a dimension for
the thickness/diameter of the
crushed gravel stone around the
drywell in the drywell detail.
Page: [6] 1112 Waters Ave-C600 Utilities
File Name: 02 Civil Drawings 2.15.19.pdf It is not clear where the gas is
coming from on the Utility Plan
7974
7973
79727971
7971
79727972797279727971
797179727973
7971
7971
7970
7970
7970
FF:7970.53 +/-
7970
FF:7970.537970.45
STEP:7970.71
LAND:7971.71
TW:7972 TW:7972
TW:7972
STEP:7971.21
7970.21
2.0%
10.00 FT
10.29 FT
10.59 FT
7971.50
HIGHPOINT
7971.50
7970.45
7970.25
7970.45
7970.45
7970.23
7970.25 7970.20
7971.50HIGHPOINT
7970
7971
7970.45
7970.50
7970.00
7970.00
7970.00
7971
7970.45
7970.01
7970.25
7970.45
7970.45
7970.25
INLET - 34" SQUARE GRATERIM:7970.23INV OUT:7967.89 4" PVC
INLET - 14" SQUARE GRATERIM:7970.40INV OUT:7967.49 4" PVC
INLET - 24" SQUARE GRATERIM:7970.40INV IN:7967.39 4" PVCINV OUT:7967.39 4" PVC
INLET - 59" SQUARE GRATERIM:7969.90INV IN:7968.41 4" PVCINV OUT:7968.41 4" PVC
INLET - 68" SQUARE GRATERIM:7970.00INV OUT:7969.00 4" PVC
INLET - 44" SQUARE GRATERIM:7970.39INV IN:7966.64 4" PVCINV OUT:7966.64 4" PVC
TW:71.50
TW:7
1
-
7
1
.
5
0
7971.75
PIPE APIPE
B
TRENCH
DRAINPIPE C GUTTER ENTIRE EASTERN ROOFCONNECT DOWNSPOUT TO PIPE
GUTTER ENTIRE WESTERN ROOFCONNECT DOWNSPOUT TO PIPE B
PIPE E
MIN 2%
EDGE OF PAD 7970.45DRAIN TO SUMP 7970.40
A easement will needto be provided for thisditch. 10ft fromcenterline of ditch.
1
79727972
7971
7970
7970
TW:7972
7971.50
HIGH
POINT
7970.00
0
7971
7970.25
E
CC
What is the wall that's
shown on the grading
plan? Concrete?
Modular block?
WATE
R
S
A
V
E
N
U
E
60' R
-
O
-
W
ASPH
A
L
T
10' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
PER
D
I
T
C
H
B
O
O
K
2
A
P
A
G
E
2
8
5
& BO
O
K
2
0
3
P
A
G
E
4
7
9
79
7
0
7970
7969
79
6
8
FF:7970.53 +/
-
7970
10.00 FT
10.29 FT
10.59 FT
7970.45
7970.25
7970.45
7970.23
7970.25
7970.20 7970
7
INLET - 34" SQUARE GRATERIM:7970.23INV OUT:7967.89 4" PVC
DRYWELL6' DIAMDEPTH:2' CONE 9' RINGSVOL REQ: 424 CFVOL PROVIDED: 452 CFRIM:7970.25INV IN:7966.36 4" PVCINV IN:7966.75 4" PVCINV IN:7966.75 4" PVCINV IN:7966.75 4" PVC
INLET - 44" SQUARE GRATERIM:7970.39INV IN:7966.64 4" PVCINV OUT:7966.64 4" PVC
PIPE
B
TRENCH
DRAIN
PIPE C
PIPE E
MIN 2%
No trees or retainingwalls are allowed inutility easement.
Please provide a
dimension for the
thickness/diameter of
the crushed gravel
stone around the
drywell in the drywell
detail.
FF:7970.5
3
+
/
-
FF:7970.53
7970.45
7970.45
7
0.45
7970.45
7970.23
7970.2
0
7970.45
7970.
5
0
7970.45
7970.45
7970.45
TW:71.
5
71
-
7
1
.
5
0
GUTTER ENTIRE WESTERN ROOF
CONNECT DOWNSPOUT TO PIPE B
EDGE OF PAD 7970.45
DRAIN TO SUMP 7970.40
It is not clear where
the gas is coming
from on the Utility
Plan
11. Civil /
Survey
12. Civil
13. Landscape
/ Civil
14. Civil
15. Civil
WCE Response: The
proposed gas ties into the
existing gas service.
Annotation has been added to
indicate this design direction.
WCE Response: The owners
are working through the
easement.
WCE Response: The wall is
proposed to be constructed with
concrete. SEE Structural
drawings for construction
criteria.
WCE Response: No trees are
proposed. Shrubs are proposed for the
utility easement. SEE Landscape for
notes regarding replacement of shrubs
in the event they need to be replaced
WCE Response: A 2'
dimension has been added.
Text has been added to state 2'
of 11/2" clean stone.
4/10/2019
Page: [6] 1112 Waters Ave-C600 Utilities
File Name: 02 Civil Drawings 2.15.19.pdf Please provide a scale and a
north arrow on the Utilities sheet
and the Erosion Control Plan.
Page: [6] 1112 Waters Ave-C600 Utilities
File Name: 02 Civil Drawings 2.15.19.pdf What is the plan for the water
service? Will the line be
replaced? If so specify size and
type of line. Call out
abandonment per coa
standards.
Page: 4
File Name: 104 CIVIL Drainage Report 1112 Waters Ave.pdf Describe ground cover and
location and method of drainage
discharge in Existing Conditions
section.
104 CIVIL Drainage Report 1112 Waters Ave.pdf (1)
Please provide a scale and a north
arrow on the Utilities sheet and the
Erosion Control Plan.
WATE
R
S
A
V
E
N
U
E
60' R
-
O
-
W
ASPH
A
L
T
7
9
7
0
7970
7970.25
What is the plan forthe water service?
Will the line bereplaced? If sospecify size and typeof line. Call outabandonment per
coa standards.
City of Aspen Engineering Department Grading and
repared for a single-family housing project at 1112
acilities providing water quality capture volume and
ociated plan.
division” Based on the topographical improvement
e 1). The NRCS describes the hydrologic soil group
Describe ground cover and
location and method of
drainage discharge in Existing
Conditions section.
16. Civil
17. Civil
18. Civil
WCE Response: Water
service will not be updated.
Sewer service will be replaced
in kind.
WCE Response: 1":10' scales
and north arrows were added.
WCE Response: The report
has been updated to describe
the historical condition
because we analyzed the
existing condition as historical.
4/10/2019