HomeMy WebLinkAboutFile Documents.834 W Hallam St.0010.2018 (39).ARBK0010.2018.ARBK_834 W Hallam St_Engineering3
Page: C.7 UTILITY AND UNDERGROUND PIPING
Author: haileyg
File Name: Civil.pdf
2'-4"
Civil.pdf (4)
Page: C.7 UTILITY AND UNDERGROUND PIPING
Author: haileyg
File Name: Civil.pdf
The foundation Drywell
introduces cold air in the vicinity
of the water service line causing
potential freezing issues. Please
address.
Page: C.8 GRADING AND DRAINAGE PLAN
Author: haileyg
File Name: Civil.pdf
A full design of the ROW is
needed. The 8th St work
performed by the City as a part
of the Castle Creek Bridge
Hallam St project has been
moved up in the schedule and
will most likely happen well
before 834 W Hallam. The 834
Hallam project has opted to have
Boundaries Unlimited and
Madigan Construction do the
design and construction of the
extended work in the ROW. At
this point the City will complete
the original Hallam project plans
and end the valleypan at station
1+00 per the Loris plans sheet
36. The 834 Hallam St project
cannot demo the work the City
has completed beyond station
1+26. The plan needs to match
the City project aesthetically and
provide a clean transition.
Engineering cannot sign off on
the permit until a clear resolution
is in place. A resolution means
demonstrating ADA compliant
slopes are achieved along the
sidewalk crossing the alley, the
alley longitudinal slope is 12% or
approved variance, and the 8th
St roadway meets all City
standards with a longitudinal
slope that does not exceed 10%
and cross slope 4%.
D
6''
S
S
8''SD
2''
W
2''
W
W
2''
C
2'-4"
T.O
.
S
L
A
B
89'
-
0
"
AC
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UE
UE
UE
UE
W SO >
>
>
>
>
>
>
>
D
47
.
9
L
F
7912
7913
7914
SS
6''S
S
4''S
D
4''SD
4''SD
8''S
D
8''S
2''W
2''W
2''W
2''W
ET
C
ET
C
ET
C
ET
C
DS
DS
DS
Building "B"
SHO
R
I
N
G
INV:7911.5'SOLID 8"Ø SCH. 40
PVC @ 1.0% MIN.
WITH HEAT TAPE
SOLID 4"Ø SCH. 40 PVC @
1.0% MIN. WITH HEAT TAPE
INV:791
FOUNDATIONDRYWELL
8"x4" TEE
INV:7911.3'
8"x6" TEE
INV:7911.4'
8"x6" TEE
INV:7911.6'
UTILITY METER BANK
The foundation
Drywell introduces
cold air in the vicinity
of the water service
line causing potential
freezing issues.
Please address.
7915
7910
7910
79
1
0
7910 79
1
0
79
0
5
7900
7905
7915
7905
7912
S
E
ET
C
>
>
>
X
W
W
W
W
W
W
W
W
W
W
UE
UE
UE
UE
UE
UE
UE
U
601
602
603
604
605
606
607
610
611
612
613
614
615
616
618
619
620
621
622
623
624
625
626
627
628
629
630
631
632
633
634
635
636
637
638
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk (Match)
FG-Walk (Match)
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk (Match)
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
7918.84'
7918.07'
7917.86'
7917.89'
7918.10'
7918.85'
7918.94'
7918.86'
7918.77'
7918.28'
7918.20'
7917.27'
7917.20'
7916.60'
7916.07'
7915.99'
7916.06'
7917.26'
7917.34'
7918.27'
7918.34'
7918.84'
7918.82'
7917.61'
7917.44'
7917.38'
7917.52'
7917.58'
7917.67'
7916.06'
7915.93'
7916.00'
7916.00'
7916.08'
7916.01'
987.37
995.18
1000.22
1000.98
995.95
988.14
983.48
980.11
984.62
991.38
995.25
1008.05
1011.91
1021.40
1032.44
1031.14
1030.24
1011.02
1007.15
994.35
990.49
983.72
979.84
991.42
994.17
993.40
990.14
987.24
988.52
1039.38
1041.18
1042.14
1040.00
1042.05
1038.43
1020.05
1025.74
1027.08
1024.18
1022.84
1017.15
1015.91
1029.51
1030.71
1032.50
1033.53
1036.92
1037.94
1040.46
1038.12
1043.04
1046.42
1041.33
1040.30
1036.91
1035.89
1034.09
1033.06
1047.98
1050.78
1053.67
1052.81
1052.04
1047.21
1048.85
1042.08
1038.46
1037.89
1030.15
1029.19
2''W 2''W 2''W 2''W
2''W 2''W 2''W 2''W
2''W 2''W 2''W 2''W
THIS PLAN
REPRESENT THE
COMPLETED COA
HALLAM STREET
PROJECT
IMPROVEMENTS
NOR
T
H
N.
8
t
h
S
t
r
e
e
t
US Hwy 8
2
/
W
.
H
a
l
l
a
m
S
t
.
Scale: 1"=100'
Existing Drainage Basin1
N.
7
t
h
S
t
r
e
e
t
Alley
Alley
0.600.031
A
Critical Point
(Low Point)
Probable Offsite Basin
Entering Hallam Above
the Subject Site
(25,000± SF)
MAJOR EVENT
RUNOFF
COEFFICIENT
AREA (Ac.)
SUB-BASIN NAME
A full design of the ROW is needed. The 8th St work performed by the City
as a part of the Castle Creek Bridge Hallam St project has been moved up
in the schedule and will most likely happen well before 834 W Hallam. The
834 Hallam project has opted to have Boundaries Unlimited and Madigan
Construction do the design and construction of the extended work in the
ROW. At this point the City will complete the original Hallam project plans
and end the valleypan at station 1+00 per the Loris plans sheet 36. The 834
Hallam St project cannot demo the work the City has completed beyond
station 1+26. The plan needs to match the City project aesthetically and
provide a clean transition.
Engineering cannot sign off on the permit until a clear resolution is in place.
A resolution means demonstrating ADA compliant slopes are achieved
along the sidewalk crossing the alley, the alley longitudinal slope is 12% or
approved variance, and the 8th St roadway meets all City standards with a
longitudinal slope that does not exceed 10% and cross slope 4%.
Revised.
Revised.
Revised.
07/20/2018
Page: GRADE-2 TEMPORARY GROUND NAIL AND
MICROPILE WALL LOCATION
Author: haileyg
File Name: Civil.pdf
Note to the Applicant: The City
of Aspen and Si Johnson Ditch
Company are not responsible for
any water intrusion into the
excavation due to the close
proximity of the shoring to the
ditch.
Note to the Applicant:
The City of Aspen
and Si Johnson Ditch
Company are not
responsible for any
water intrusion into
the excavation due to
the close proximity of
the shoring to the
ditch.
Understood.
07/20/2018