HomeMy WebLinkAboutFile Documents.834 W Hallam St.0010.2018 (72).ARBK791
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791
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7910
7900
7896
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7900
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18'
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W SO
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AC
AC
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AC
E
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E E
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W W W W
D D
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W SO
W SO
W SO
6'
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6''SS6''SS
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6''S
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6''S
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6''SS
6''SS
6''SS
6''SS
6''SS
8''SD 8''SD
4''SD
4'
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S
D
4''SD
4''SD 4''SD 4''SD
8'
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D
8''S
D
8''SD 8''SD
4''SD
4''SD
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8''SD 8''SD
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6''SD 6''SD 6''SD
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8''SD 8''SD 8''SD 8''SD 8''SD 8''SD 8''SD
8'
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8''SD
2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W
2''
W
2''
W
2
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2'
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2'
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W
2'
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W
2''W
2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W
2''
W
2''
W
2''
W
2'
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2'
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2'
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W
2
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2''W 2''W 2''W
2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W
2''W
2''
W
2''
W
2
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2'
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2'
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2'
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W
ET
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C
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C
ETC
ETC
ET
C
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C
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C
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C
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C
ET
C
ETC
ETC ETC ETC ETC ETC
ET
C
ET
C
5
6
78
9
10
1413
12
11
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
1
1
1
1
1
E
4 STEPS
STEEL LANDSCAPE
WALL, TW: 7916.5'
PR
O
P
E
R
T
Y
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PR
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T
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E
PROPERTY LINE
5' SETBACK
3'
S
E
T
B
A
C
K
5'
S
E
T
B
A
C
K
Building "C"
FF: 7917.58'
(99'-7")
Building "A"
FF: 7918.08'
(100'-1")
FG
:
7
9
1
6
.
0
6
'
FG:7918.06'
FG:7916.09'
FG
:
7
9
1
7
.
4
5
'
FG
:
7
9
1
7
.
5
3
'
FF: 7916.08'
(98'-1")
FF
:
7
9
1
6
.
0
8
'
FF
:
7
9
1
6
.
0
5
'
FF: 7916.11'
(PER OTHERS)
Building "B"
FF: 7916.08'
(98'-1")
TRENCH DRAIN
THIS PLAN REPRESENT THE
COMPLETED COA HALLAM STREET
PROJECT IMPROVEMENTS
SEE SHEET #C.9
FOR STREET AND
SIDEWALK
IMPROVEMENTS
N.
8
t
h
S
t
r
e
e
t
Alley Block 10
21.07' R.O.W.
75
.
3
7
'
R
.
O
.
W
.
791
5
79
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2
7913
7915
7916
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1
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1
7
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1
6
791
6
79
1
6
79
1
1
7910
7911
7912
7912
7911
7910
79
1
0
7911
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1
2
791
3
791
4
791
5
79
1
5
7916
791
7
7918
7918
7917
7915
7916
7914
7913
7914
7915
7916
7917
7918
7913
FG:7916.07'
FLUSH SIDEWALK6" TURN DOWN SIDEWALK TAPERED TURN DOWN SIDEWALK
GRADE BREAK IN
TRENCH DRAIN
DIAMOND
PLATE
COVER ON
SIDEWALK
DOOR:7916.09'
FF: 7915.65'
(PER OTHERS)
Point Table
Point #
302
353
800
801
802
803
804
805
806
807
808
809
810
811
812
813
814
815
816
817
818
819
820
821
822
823
824
825
826
827
828
833
834
835
836
837
838
839
840
841
842
843
844
845
846
847
848
849
850
851
852
853
854
855
856
857
858
859
860
861
862
863
864
Raw Description
YPC #14111
YPC #14111
FG-Walk (Match)
FG-Walk
FG-Walk
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
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-Top Channel
FG-Top Channel
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
FG-Walk
Elevation
7913.99'
7917.55'
7918.93'
7918.74'
7918.56'
7918.07'
7917.89'
7917.95'
7918.07'
7918.56'
7918.74'
7918.93'
7918.63'
7918.58'
7917.80'
7917.66'
7917.70'
7917.18'
7917.10'
7916.77'
7915.99'
7916.06'
7917.17'
7917.25'
7917.76'
7917.70'
7917.43'
7917.43'
7917.74'
7918.52'
7918.60'
7916.06'
7915.93'
7916.00'
7916.00'
7916.08'
7916.01'
7915.83'
7915.86'
7915.90'
7915.97'
7915.90'
7916.07'
7916.11'
7916.08'
7916.06'
7916.05'
7915.97'
7916.03'
7916.03'
7915.99'
7916.02'
7915.57'
7915.65'
7915.83'
7916.09'
7916.09'
7916.06'
7916.07'
7916.07'
7916.07'
7916.09'
7916.07'
Northing
1096.38
999.81
984.08
988.56
990.99
995.09
999.35
1000.12
997.69
993.58
989.32
984.83
980.57
983.20
992.11
998.03
1001.41
1008.05
1011.91
1021.40
1031.14
1030.24
1011.02
1007.15
1000.52
997.13
993.75
992.85
994.98
986.08
980.57
1039.38
1041.18
1042.14
1040.00
1042.05
1038.43
1040.75
1044.17
1045.07
1038.26
1037.37
1035.04
1034.02
1037.40
1036.38
1035.82
1050.62
1049.72
1053.26
1054.16
1061.48
1074.32
1073.79
1072.57
1070.93
1067.59
1066.31
1065.73
1059.25
1032.44
1062.76
1055.13
Easting
1025.95
1000.19
1013.49
1014.67
1016.53
1023.60
1026.85
1023.95
1022.09
1015.02
1011.77
1010.58
1050.08
1049.23
1036.44
1034.26
1035.16
1036.92
1037.94
1040.46
1043.04
1046.42
1041.33
1040.30
1038.54
1037.65
1050.40
1053.79
1038.44
1051.23
1053.58
1048.85
1042.08
1038.46
1037.89
1030.15
1029.19
1020.44
1021.34
1017.96
1016.16
1019.54
1028.30
1032.16
1033.06
1036.93
1039.02
1044.58
1047.99
1048.93
1045.52
1048.76
1020.15
1022.12
1026.43
1032.62
1045.20
1050.04
1052.23
1076.68
1038.12
1043.92
1041.90
C/
O
C/
O
C/
O
C/O
C/O
3.75'
WALK
3.5' WALK
5'
LANDING
DOOR:7916.09'
FF: 7915.65'
(PER OTHERS)
FG
:
7
9
1
6
.
0
3
'
3
1
4
DS
1
1
STEEL LANDSCAPE
WALL, TW: WALK
STEEL LANDSCAPE
WALL, TW: WALK
PROPERTY LINE
FG:7917.50'FG:7917.95'
FG:7917.45'FG:7917.0'FG:7917.0'FG:7917.45'10' SETBACK
7917
12'
0.
5
%
0.
0
%
1.9%
1.9%
1.9%
1.0%
0.
0
%
1.0%
0.
4
%
1.0%
1.
9
%
1.
9
%
1.
9
%
1.
9
%
3.
8
%
5.
8
%
1.
9
%
0.0%4.0%4.0%
0.0%2.9%
4.0%
7.6%2.0%1.5%
15.0%
15.0%
10
.
4
%
1.9%
0.1%
1.
0
%
1.9%
2.0%
1.5%
4.0%0.0%0.0%
0.0%
0.
3
%
4.
0
%
6.0%
4.3
%
3.7
%
2.
0
%
5.
6
%
5.0%
7.
5
%
1.
9
%
2.0%
1.
6
%
0.0%
1.
9
%
2.
0
%
7918
791
8
#862
7916.07'
#833
7916.06'#834
7915.93'
#835
7916.00'
#836
7916.00'
#837
7916.08'
#838
7916.01'
#839
7915.83'
#840
7915.86'#841
7915.90'
#842
7915.97'
#843
7915.90'
#844
7916.07'#845
7916.11'
#846
7916.08'
#847
7916.06'
#848
7916.05'
#849
7915.97'
#850
7916.03'
#851
7916.03'#852
7915.99'
#853
7916.02'
#854
7915.57'
#857
7916.09'#858
7916.09'
#859
7916.06'
#860
7916.07'
#861
7916.07'
#936
7915.76'
#937
7915.58'
#938
7915.71'
#939
7915.74'
#900
7914.98'
#903
7915.50'
#904
7915.50'#905
7915.98'
#906
7915.98'
#907
7915.63'
#908
7915.63'
#909
7914.95'
#912
7913.93'
#913
7914.95'
#914
7914.74'#917
7912.84'
#920
7909.92'
#921
7910.62'#922
7911.93'
#916
7914.27'
#918
7912.23'
#919
7911.14'
#856
7915.83'
#901
7915.18'
#902
7915.36'
#910
7914.77'
#911
7914.59'
#915
7914.46'
#863
7916.09'
#864
7916.07'
#855
7915.65'
#819
7916.06'
#820
7917.17'
#800
7918.93'
#801
7918.74'
#802
7918.56'
#803
7918.07'
#8
1
1
79
1
8
.
5
8
'
#8
1
2
79
1
7
.
8
0
'
#8
1
3
79
1
7
.
6
6
'
#8147917.7
0
'
#815
7917.18'
#816
7917.1
0
'
#930
7917.1
5
'
#932
7916.77'
#9
3
3
79
1
7
.
3
6
'
#9
3
4
79
1
6
.
5
2
'
#9
3
5
79
1
5
.
7
4
'
#804
7917.89'
#805
7917.95
'
#806
7918.0
7
'
#807
7918.5
6
'
#821
7917.25'
#8
2
2
79
1
7
.
7
6
'
#823
7917.70'
#824
7917.43'
#825
7917.43'
#8
1
0
79
1
8
.
6
3
'
#82
6
791
7
.
7
4
'
#827
7918.52'
#828
7918.60'
#997
7917.07'
#808
7918.74
'
#809
7918.93
'
#817
7916.7
7
'
#818
7915.9
9
'
1.0%
1.
9
%
T T T
S
X X X X
SS SS
X
X
X
X
X
X
X
X
X
X X X X
6''SS
Point Table
Point #
900
901
902
903
904
905
906
907
908
909
910
911
912
913
914
915
916
917
918
919
920
921
922
930
932
933
934
935
936
937
938
939
Raw Description
FG-Asphalt
FG-Top Channel
FG-Top Channel
FG-Asphalt
FG-Asphalt
FG-Asphalt
FG-Asphalt
FG-Asphalt
FG-Asphalt
FG-Asphalt
FG-Top Channel
FG-Top Channel
FG-Asphalt
FG-Asphalt
FG-Asphalt
FG-Top Channel
FG-Top Channel
FG-Asphalt
FG-Asphalt
FG-Asphalt
FG-Match
FG-Match
FG-Asphalt
Inlet-Rim
Inlet-Rim
Inlet-Rim
Inlet-Rim
Inlet-Rim
Inlet-Rim
Inlet-Rim
Inlet-Rim
Inlet-Rim
Elevation
'
7914.98'
7915.18'
7915.36'
7915.50'
7915.50'
7915.98'
7915.98'
7915.63'
7915.63'
7914.95'
7914.77'
7914.59'
7913.93'
7914.95'
7914.74'
7914.46'
7914.27'
7912.84'
7912.23'
7911.14'
7909.92'
7910.62'
7911.93'
7917.15'
7916.77'
7917.36'
7916.52'
7915.74'
7915.76'
7915.58'
7915.71'
7915.74'
Northing
1079.07
1077.76
1076.60
1075.76
1072.42
1068.18
1064.08
1081.27
1085.66
1090.02
1091.20
1092.36
1096.55
1098.22
1102.45
1105.32
1106.48
1111.35
1114.34
1117.34
1119.42
1107.82
1105.56
1002.66
992.14
1007.48
1020.83
1030.43
1039.14
1041.46
1045.64
1060.46
Easting
1021.41
1026.34
1030.71
1033.90
1046.48
1062.49
1077.96
1083.55
1067.13
1050.70
1046.23
1041.85
1026.05
1088.04
1072.09
1061.24
1056.87
1038.50
1032.09
1025.68
1017.84
1014.77
1023.26
1017.84
1058.43
1035.73
1039.27
1041.82
1028.78
1021.66
1044.30
1048.23
37110DERIC J O N WA
L
T
E
R
COL O R A D O LICE
N
S
E
D
P
R
O
F
E
SSIONA L E N G INEER
8/9/21
NO
R
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
Scale: 1"=20'
Proposed Drainage Basins2
US Hwy
8
2
/
W
.
H
a
l
l
a
m
S
t
.
N.
8
t
h
S
t
r
e
e
t
Alley
0.600.031
A
0.510.041
C
0.960.031
D
0.740.049
B
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
NO
R
T
H
NORTH
RevisionDate
923 Cooper Avenue
Suite 201
Glenwood Springs, CO 81601
tele: 970.945.5252
fax: 970.384.2833
Engineer or Surveyor Seal
Sheet
Client Information:
PROJECT NO.
FILE NAME:
Designer:
Drafter:
Date:
N:
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7
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----
8/9/21 Rev. grading at front again
8/4/21 Rev. grading at front of bldgs
7/27/21 Rev. grading of parking & adj. sw
7/26/21 Rev. grading at front of bldgs
7/20/21 Rev. grading of parking & adj. sw
10/19/20 Rev. Foundation Drain Plan
7/30/18 8th St. Rev. Per COA
8/9/21
BUI
DJW
17031-c-topo.dwg
17031
215.266.5211
ASPEN, CO 81611
625 E. MAIN ST., STE. 204
834 WEST HALLAM ASSOCIATES, LLC
AS
P
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N
,
C
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L
O
R
A
D
O
7/19/18 8th St. Improvements
Co
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S
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Gr
a
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i
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&
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83
4
W
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S
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t
C.8
00 6'12'
Scale: 1" = 6'
Scale: 1"=6'
Grading Plan
STORM SEWER DESCRIPTION KEYS
KEY DESCRIPTION RIM ELEV.
12"Ø AREA INLET WITH DUCTILE IRON
DOME GRATE AND SEDIMENT PROTECTION 7917.15'
12"Ø AREA INLET WITH DUCTILE IRON
DOME GRATE AND SEDIMENT PROTECTION DELETED
12"Ø AREA INLET WITH DUCTILE IRON
DOME GRATE AND SEDIMENT PROTECTION 7916.77'
12"Ø AREA INLET WITH DUCTILE IRON
DOME GRATE AND SEDIMENT PROTECTION 7917.36'
12"Ø AREA INLET WITH DUCTILE IRON
DOME GRATE AND SEDIMENT PROTECTION 7916.52'
12"Ø AREA INLET WITH DUCTILE IRON
DOME GRATE AND SEDIMENT PROTECTION 7915.74'
12"Ø AREA INLET WITH DUCTILE IRON
DOME GRATE AND SEDIMENT PROTECTION 7915.76'
12"Ø AREA INLET WITH DUCTILE IRON
DOME GRATE AND SEDIMENT PROTECTION 7915.58'
12"Ø AREA INLET WITH DUCTILE IRON
DOME GRATE AND SEDIMENT PROTECTION 7915.71'
12"Ø AREA INLET WITH DUCTILE IRON
DOME GRATE AND SEDIMENT PROTECTION 7915.74'
4'Ø FOUNDATION DRYWELL 7916.00'
4'Ø FOUNDATION DRYWELL 7915.50'
4'Ø WQCV DRYWELL 7915.70'
4'Ø WQCV DRYWELL 7915.73'
GRADE AROUND THE PERIMETER OF
BUILDING AS NECESSARY AT 2% FOR
10-FEET MIN. IN PAVED AREAS AND 10%
FOR 5-FEET MIN. IN UNPAVED AREA,
UNLESS OTHERWISE INDICATED, TO
ENSURE PROPER DRAINAGE AWAY FROM
THE FOUNDATION.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
Reviewed by Engineering
09/08/2021 9:35:33 AM
"It should be known that this review shall not
relieve the applicant of their responsibility to
comply with the requirements of the City of
Aspen. The review and approval by the City is
offered only to assist the applicant's
understanding of the applicable Engineering
requirements." The issuance of a permit based
on construction documents and other data shall
not prevent the City of Aspen from requiring the
correction of errors in the construction
documents and other data.