HomeMy WebLinkAboutFile Documents.541 Race St.0084.2019.ARBKN
10/04/17 DATE OF PUBLICATION
200'400'800'100'
1" = 200'C-0.0
COVER SHEET
03/21/17 PERMIT
541 RACE STREET
NOTES:
1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS
SHALL MEET OR EXCEED THE STANDARDS AND
SPECIFICATIONS SET FORTH IN THE CITY OF ASPEN ("COA") MUNICIPAL CODE, COA
TECHNICAL MANUALS, AND APPLICABLE
STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS
AND THE TECHNICAL MANUAL OR ANY APPLICABLE
STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL UTILITY WORK SHALL BE
INSPECTED AND APPROVED BY THE UTILITY.
2.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF
THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE
FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE.
3.THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE
(1) COPY OF THE APPROPRIATE CRITERIA AND
SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR
THE JOB ONSITE AT ALL TIMES.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING,
BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING,TRAFFIC CONTROL, AND
SECURITY.
5.IF DURING THE CONSTRUCTION PROCESS CONDITIONS ARE ENCOUNTERED WHICH
COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS,
THE CONTRACTOR SHALL CONTACT THE WOODY CREEK ENGINEERING, LLC IMMEDIATELY.
6.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST
REVISION OF SAID STANDARD UNLESS SPECIFICALLY STATED OTHERWISE.
7.THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH
MUTCD TO THE APPROPRIATE RIGHT-OF-WAY
AUTHORITY (TOWN, COUNTY OR STATE) FOR APPROVAL PRIOR TO ANY CONSTRUCTION
ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL
DEVICES AS MAY BE REQUIRED BY THE
CONSTRUCTION ACTIVITIES.
8.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS
NECESSARY FOR THE COMPLETION OF THE INTENDED
IMPROVEMENTS SHOWN ON THESE DRAWINGS OR AS DESIGNATED TO BE PROVIDED,
INSTALLED, OR CONSTRUCTED UNLESS SPECIFICALLY
NOTED OTHERWISE.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND
CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION
ON A SET OF RECORD DRAWINGS KEPT ON THE
CONSTRUCTION SITE AND AVAILABLE AT ALL TIMES.
11.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY
DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT WOODY CREEK
ENGINEERING, LLC FOR CLARIFICATION AND ANNOTATE THE DIMENSION ON THE AS-BUILT
RECORD DRAWINGS.
15. THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO
PERMIT FOR STORM WATER DISCHARGE, THE STORM WATER MANAGEMENT PLAN, AND THE
EROSION CONTROL PLAN.
16.ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE LIMITS
OF CONSTRUCTION PRIOR TO ANY OTHER EARTH-DISTURBING ACTIVITY. ALL EROSION
CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL
SUCH TIME AS THE ENTIRE DISTURBED AREA IS STABILIZED WITH HARD SURFACE OR
LANDSCAPING.
17.THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER
AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN
GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO
INSTALLATION OF THE WATER LINES AND DRY UTILITIES.
18.HEAT TAPE ALL PIPES.
19.100'-0" = 7935'-1.2"
VICINITY MAP
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10/04/17 CHECK SET
10/14/2017
10/4/2017
09/11/2019
I
storm grates
N89°20'00"W 85.41'
N89°20'00"W 85.41'
N0
0
°
4
0
'
0
0
"
E
71
.
0
5
'
S0
0
°
4
0
'
0
0
"
W
71
.
0
5
'
6068.38 sq.ft.+/-
LOT 6
RA
C
E
A
L
L
E
Y
20
'
R
I
G
H
T
O
F
W
A
Y
B1
A1 A2
A3
A4 A5
A6 A7
C
D
E
F
B2
7933
79
3
3
7
9
3
5
7934
79
3
5
7935
7936 7937
7934
storm grates
N89°20'00"W 85.41'
N89°20'00"W 85.41'
N0
0
°
4
0
'
0
0
"
E
71
.
0
5
'
S0
0
°
4
0
'
0
0
"
W
71
.
0
5
'
6068.38 sq.ft.+/-
LOT 6
RA
C
E
A
L
L
E
Y
20
'
R
I
G
H
T
O
F
W
A
Y
793
3
7932
79
3
4
79
3
6
79
3
7
793
6
79
3
7
79
3
8
793
7
7936
79
3
5
7
9
3
4
79
3
3
79
3
2
79
3
5
7931
7
9
3
2
EX1
EX2
79
3
8
N
10'20'40'5'
1" = 10'
C-1.0
BASINS
NOTES:
1.EXISTING DRAINAGE BASIN CONSISTS OF LOT.
2.PROPOSED DRAINAGE BASINS ARE DETERMINED
BY TOPOGRAPHY AND STRUCTURE.
HISTORICAL DRAINAGE BASINS PROPOSED DRAINAGE BASINS
HISTORICAL DRAINAGE BASINS
PROPOSED DRAINAGE BASINS
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10/04/17 DATE OF PUBLICATION
03/21/17 PERMIT
CHECK SET10/04/17
10/14/201710/4/2017
09/11/2019
7935
7937.75
storm grates
N89°20'00"W 85.41'
N89°20'00"W
N0
0
°
4
0
'
0
0
"
E
71
.
0
5
'
S0
0
°
4
0
'
0
0
"
W
71
.
0
5
'
6068.38 sq.ft.+/-
LOT 6
RA
C
E
A
L
L
E
Y
20
'
R
I
G
H
T
O
F
W
A
Y
79
3
3
7932
79
3
4
79
3
6
79
3
7
79
3
6
79
3
7
79
3
5
7
9
3
4
79
3
3
79
3
2
79
3
5
7931
7
9
3
2
-2.0%
4" TRENCH
DRAIN
PIPE B
PIPE C
1X SILVA CELLS
COVER = 2 FT
AREA = 204 SF
PIPE D
PUMP VAULT
-2.0%
-2.1%
TW=7935
TW=7937.33
-12.5%
-0
.
0
%
6" TRENCH DRAIN
-8.0%
-2.0%
2.0%
7933
79
3
3
7
9
3
5
7934
7936 7937
7
9
3
5
7935
7934
79
3
2
-7
.
7
%
-1
.
8
%
-2.3%
FOUR RISERS
FF=7935 FT
FF=7937.6 FT
FF=7935 FT
FF=7935.1 FT
FOUR RISERS
FLOW LINE
TBC
CONNECT TO
TRENCH DRAIN
PIPE E
OUTLET
-1.9%
-2.7%
-2.4%
TW=7927.87GREEN ROOF: 7935
SLOPE > 2%
TW=7937.27 TW=7936
7935TW=7938 TW=7938
TW = 7928.91
PIPE F
PIPE G
6" PERF. PVC PIPE
TD=7937.19
TD=7924.56
TD=7934.85
TOW = 7934.0
PLANTER
-3
.
8
%
7933.16
7935.20
7935.48
7935.30
7934.89
7933.08
7933.39
7933.83 7934.70
7935.05
7935.10
7934.85
7934.96
7934.98
7934.85
7937.60
7934.89
7934.89
7935.10
7935.08
7934.98
WO: 7924.77
BW = 7924.55
WO: 7924.77
BW = 7924.55
TW = 7927.87
TW = 7927.87
BW = 7927.58
BW = 7927.87
BW = 7927.87
7934
7937.60
TBC = 7937.19
7937.75
FLOW LINE = 7937.42
7933.00
7935.20 7936.28
7937.60
7937.60 FLOW LINE = 7937.48
TD = 7927.58
7935.43
7935.72
BW = 7929.05
BW = 7929.05
BW = 7929.05
TW = 7927.87
BW = 7927.87
7932.81 7933.47
7934.98
DRAINAGE EASEMENT
(HATCHED)
TIE INTO EXISTING STRUCTURE
1.56 IN ORIFICE
INV = 7919.13 FT
EXISTING STRUCTURE
GR=7928.83 FT
INV IN=7926.45 FT (E)
INV IN = 7919.14 FT (N)
INV OUT = 7919.07 FT (W)
OUTLET
IE=7926.97 FT
7932.65 7932.99
INLET
IE=7929.15 FT
TBC = 7937.14
TBC = 7937.37
-3
.
2
%
1.
6
%
CURB
TOW:7935.5
TOW:7935.8
79
3
8
7935.06
7935.06
7935.06
7935.06
-1.04%
-1.04%
7935.06
7935.06
7935.15
7935.26
7935.29
7935.48
7935.09
7933
DO NOT GRADE ON ADJACENT PROPERTY
OTHER SIDE OF SWALE SHOWN FOR REFERNCE
INSTALL TYPE A
CURB AND GUTTER
INSTALL TYPE A
CURB AND
GUTTER
INSTALL TYPE A
CURB AND
GUTTER
TOW = 7940.25
7936 7937
7937
7936
ERRANT VEHICLE
PROTECTION WALL
PROVIDE MINIMUM
2-FT DISTANCE
FROM FACE OF
CURB TO FACE OF
WALL
WIDTH=10-IN
SEE STRUCTURAL
PLANS (SDA-01)
FOR DETAIL
7938.5
7938.5
TREE DRIPLINE
79
3
2
.
5
0
79
3
2
.
7
5
7
9
3
2
.
2
5
79
3
3
SWALE
N
5'10'20'2.5'
1" = 5'
C-2.0
GRADING &
DRAINAGE
54
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EXISTING TREE REMOVED
EXISTING TREE KEPT
EXISTING CONTOUR
PROPOSED CONTOUR
NOTES:
1.ROOF AREA = 3089 SF
2.TOTAL IMPERVIOUS AREA= 3873 SF.
3.UTILITY LOCATIONS UNKNOWN AND ASSUMED.
REPLACE CURB AND GUTTER IF DAMANGED
DURING CONSTRUCTION.
4.ALL INLETS ARE NDS 6" ROUND GRATES WITH
SPEE-D CATCH BASINS
7910
SPOT ELEVATION XXXX.XX
CONC. = CONCRETE
HP = HIGH POINT
TD = TRENCH DRAIN
UTILITY SERVICE
E=ELECTRIC
UG=UNDERGROUND GAS
SS=SANITARY SEWER
W=WATER
54
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DATE OF PUBLICATION
03/21/17 PERMIT
STRUCTURE
IMPERVIOUS
PERMIT
6/20/2019
6/28//18
PROGRESS--CHANGE2/11/19
MOVE PIPE PER PARKS DEPT6/4/19
Pipe Deleted
Pump vault location
changed. Courtwell
yard trench drain
changed to inlets.
Discharge line routed
north instead of
south.
Moved Pipe out of
Tree Dripline. Added
Dripline. Regraded to
a swale.
1/11/20186/22/2019
09/11/2019
PROPOSED
SURFACE
7900.00
7910.00
7920.00
7930.00
7940.00
7950.00
7960.00
0+00.00
0+25.00 0+50.00
0+75.00
JUNCTION 3.1
7920.00
7930.00
7940.00
0+00.00
0+25.00
0+29.90
PIPE B
2% SLOPE
TRENCH DRAIN
PIPE D
2% SLOPE
PIPE C
2% SLOPE
STA:0+10.57
ELEV:7924.56
STA:0+22.42
ELEV:7927.58
STA:0+09.79
ELEV:7935.06
STA:0+10.40
ELEV:7923.24
STA:0+17.46
ELEV:7925.42
STA:0+22.58
ELEV:7925.51
2 MUNRO FS E 13
HP SUMP PUMPS
FLOAT
SWITCHES AT
7922.04
STA:0+14.09
ELEV:7923.17 STA:0+17.83
ELEV:7922.19
STA:0+20.94
ELEV:7922.28
STA:0+13.83
ELEV:7921.18
C-3.1
PROFILES &
CROSS-SECTIONS
COURTWELL PROFILE AND PUMP
VAULT INCLUDING PIPE B,C,D
PIPE A PROFILE
NOTES:
1.TRENCH DRAIN IS ZURN Z-706 WITH HEAVY DUTY
DUCTILE IRON SLOTTED GRATE - TRAFFIC RATED
SEE DETAILS C-4.0.
2.INLETS AND INLET GRATES ARE NDS 9" CATCH
BASIN SERIES AND NDS 980-9" SQ. GRATES. SEE
DETAILS C-4.0.
DATE OF PUBLICATION
03/21/17 PERMIT
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CHECK SET
6/20/19
10/04/17
MOVE PIPE PER PARKS DEPT6/4/19
PROPOSED SWALE PROFILE
1/11/20186/22/2019
Changed to allow
different runoff
routing.
Added swale to
collect runoff.
09/11/2019
7910.00
7920.00
7930.00
7940.00
7950.00
7960.00
0+00.00 0+15.00
7900.00
7910.00
7920.00
7930.00
7940.00
7950.00
7960.00
0+00.00 0+21.00
7900.00
7910.00
7920.00
7930.00
7940.00
7950.00
7960.00
0+00.00 0+21.00
7930.00
7940.00
0+00.00 0+25.00 0+40.00
C-3.2
PROFILES &
CROSS-SECTIONS
PIPE F PROFILE PIPE H PROFILE
PIPE G PROFILE
DATE OF PUBLICATION
03/21/17 PERMIT
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CHECK SET
2/21/19
10/04/17
PIPE K PROFILE
CHANGE ORDER 12/21/19
1/11/20182/21/2018
New pump vault
discharge line.
09/11/2019
7900.00
7910.00
7920.00
7930.00
7940.00
7950.00
7960.00
0+00.00
0+25.00 0+50.00 0+75.00
0+76.69
PROPOSED SURFACE
7915.00
7920.00
7930.00
0+00.00
0+25.00 0+50.00
0+60.00
STA:0+17.03
ELEV:7926.76
STA:0+00.00
ELEV:7926.97
STA:0+00.00
ELEV:7928.83
STA:0+00.00
ELEV:7930.22
STA:0+58.72
ELEV:7919.13
STA:0+00.00
ELEV:7926.76
C-3.3
PROFILES &
CROSS-SECTIONS
PIPE E PROFILE NOTES:
1.TRENCH DRAIN IS ZURN Z-706 WITH HEAVY DUTY
DUCTILE IRON SLOTTED GRATE - TRAFFIC RATED
SEE DETAILS C-4.0.
2.INLETS AND INLET GRATES ARE NDS 9" CATCH
BASIN SERIES AND NDS 980-9" SQ. GRATES. SEE
DETAILS C-4.0.
PIPE I PROFILE
DATE OF PUBLICATION
03/21/17 PERMIT
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CHECK SET
2/21/19
10/04/17
2/21/19 CHANGE ORDER 1
1/11/20182/21/2018
Changed due to
rerouting of runoff.
09/11/2019
7935
7935.50
TW =7928.91
7935
TW = 7928.91
7935.06
7935.06
7935.06
7935.06
-1.04%
-1.04%
7935.06
7935.06
N
5'10'20'2.5'
1" = 5'
C-4.0
UTILITIES
DATE OF PUBLICATION
03/21/17 PERMIT
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PERMIT
10/04/17
4/12/18
1/11/20182/21/2018
09/11/2019
TRENCH DRAIN DETAIL CATCH BASIN AND GRATE DETAIL
DECK DRAIN SILVA CELL DETAIL
C-5.1
DETAILS
DATE OF PUBLICATION
03/21/17 PERMIT
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2'4'8'1'
SCALE: 1" = 2'
CURB AND GUTTER DETAIL
CHECK SET
10/04/17
10/04/17
10/14/201710/4/2017
09/11/2019
C-5.2
DETAILS
SEDIMENT FENCE DETAIL
TRACK PAD DETAIL
DATE OF PUBLICATION
03/21/17 PERMIT
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ORIFICE PLATE DETAIL
PUMP DETAIL
PERMIT
10/04/17
4/12/18
2/21/19 CHANGE ORDER 1
CURB AND GUTTER DETAIL
GRATE DETAIL
1/11/20182/21/2018
Additional grate sizes
due to rerouting of
flow.
Alternative pump
spec.
09/11/2019
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20
'
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F
W
A
Y
TR
A
C
K
P
A
D
18
'
X
5
'
N
5'10'20'2.5'
1" = 5'
C-6.0
SEDIMENT AND
EROSION
CONTROL
DATE OF PUBLICATION
03/21/17 PERMIT
54
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CHECK SET
10/04/17
10/04/17
10/14/201710/4/2017
09/11/2019