HomeMy WebLinkAboutFile Documents.33 MINING STOCK PKWY.0093-2020-BRES (3)RG 21B
RG 28B
RG 17B
RG 22B
RG 23BRG 24B
RG 16B
P14
P11
E11
FF2=7838.90
FF1=7828.00
E15
FF2=7832.40
FF1=7821.50
8''
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8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
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ETC
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ETC
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P11-10
P11-11
P11-12
P11-13
P11-14
P11-01
911-02
P11-03
P11-04
P11-05
P11-06
P11-07
P11-08
P14-10 P14-11 P14-12 P14-13 P14-14 P14-15 P14-16
P14-17
P14-7
EV PARKING
P14-8
EV ACCESSIBLEP14-6
P14-5
P14-4P14-3
P14-9
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RG 20B
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C
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4
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4'
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4'' W
4'' W
4'' W
4'' W
4'' W
4''
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8''SS
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P14
P11
E11
FF2=7838.90
FF1=7828.00
E15
FF2=7832.40
FF1=7821.50
XSD
XSD
XSD
XSD
XSD
XS
D
XS
D
X
S
D
X
S
D
X
S
D
X
S
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X
S
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XSD
XSD
XSD
XSD
XSD
X
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D
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D
X
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A
X
S
A
X
S
A
X
S
A
X
S
A
XSA
XSA
XS
A
XS
A
XSA
XSA
XS
A
X
W
L
X
W
L
X
W
L
X
W
L
X
W
L
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L
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L
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L
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C
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XHCE
X
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C
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C
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C
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C
E
XGAS XGAS XGAS XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
X
G
A
S
X
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A
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XG
A
S
XG
A
S
XE
L
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L
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L
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XETC XETC XETC
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XE
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1+98
0+0
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0+50
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1+50
0
+
0
0
0
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2
6
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9
2
0+00
0
+
5
0
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0+
5
0
0+
0
0
0+
5
0
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0+00
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1+00
25
+
5
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PT: 25+88.6
1
BOT RG: 20.29
BOT RG: 20.00
BOT RG: 18.68
BOT RG: 19.85 BOT RG: 20.00
BOT RG: 19.50
BOT RG: 19.20
BOT RG: 24.70
BOT RG: 21.75
RI
M
:
2
7
.
0
0
RI
M
:
2
6
.
4
0
RI
M
:
2
2
.
2
5
RI
M
:
2
1
.
3
0
RI
M
:
3
1
.
5
0
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M
:
2
9
.
5
0
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M
:
2
0
.
5
0
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M
:
1
9
.
6
0
RI
M
:
2
5
.
2
0
RI
M
:
2
0
.
3
3
RIM: 20.18
RI
M
:
1
9
.
3
5
12C
FF2: 7843.00
FF1: 7832.10
15E
FF2 = 7832.40
FF1 = 7821.50
DRY HYDRANT
CROSSING
SEWER SERVICE
CROSSING
SEWER SERVICE
CROSSING
RE. TO NOTE 26
THIS SHT
25.9' of 18" HDPE
@ 0.6%
41.9' of 15" P.V.C.
@ 0.6%
58.8' of 15" HDPE PIPE
@ 0.5%
49.0' of 15" HD
P
E
P
I
P
E
@ 0.5%
6.5' of 15" HDPE
@ 0.5%
13.2' of 15" RCP
@ 1.9%
4
7
.
8
'
o
f
1
2
"
H
D
P
E
@
1
.
0
%
40
.
5
'
o
f
1
2
"
H
D
P
E
@
1
.
0
%
25.5
'
o
f
1
2
"
H
D
P
E
@ 7.
5
%
69
.
9
'
o
f
1
2
"
H
D
P
E
@
2
.
0
%
63
.
7
'
o
f
1
2
"
H
D
P
E
@ 2
.
6
%
30.3'
o
f
1
2
"
H
D
P
E
@ 1.
0
%
22.8' of 12" HDPE
35.1' of 12" HDPE
@ 1.0%
47.6' of
1
2
"
H
D
P
E
@ 1.0
%
(EXISTING)
2'X3' CURB INLET ''J6A3''
EX. RIM:7821.88
ADJUST RIM TO: 7820.05
REMOVE EXISTING 12" RCP (N)
& INSTALL 18" RCP (N) INV IN:7815.60
24" RCP INV OUT:7815.40
FLAT TOP MH W/ 24"
GRATE OFFSET TO THE WEST
STA:0+41.80
RIM:7819.35
15" HDPE INV:7815.85
15" HDPE INV:7815.85
18" HDPE INV OUT:7815.85
INLET-23B
15" NYLOPLAST BASIN
STA:0+86.09
RIM:7820.18
15" HDPE INV:7816.13
INLET-22B
15" NYLOPLAST BASIN
STA:1+46.09
RIM:7820.33
15" HDPE INV:7816.42
DRYWELL-21B
4' DIA MANHOLE/DRYWELL
WITH INLET TOP
STA:1+97.74
RIM:7820.50
SUMP:7807.50
12" HDPE INV IN (W):7815.40
12" HDPE INV IN (N):7815.40
4" P.V.C. INV IN (TO RG 21B UNDERDRAIN):7817.59
15" HDPE INV OUT:7816.67ABANDON EXISTING INLET
STRUCTURE & EXISTING
STORM DRAIN PIPE
DRYWELL-25B1
5' DIA MANHOLE/DRYWELL
RE. TO DETAILS
STA:0+10.20
RIM:7820.57
SUMP:7805.57
15" RCP INV IN:7815.75
15" HDPE INV OUT:7815.90
INLET-25B
COA STANDARD CURB INLET;
RE. TO DETAILS
2'X3' CURB INLET
STA:0+26.38
RIM:7819.33
15" RCP INV OUT:7816.00
INLET-17B
2'X2' AREA INLET
STA:0+92.34
RIM:7825.20
4" P.V.C. INV IN:7822.78 (TO RG 17B UNDERDRAIN)
4" P.V.C. INV IN:7819.42 (TO FND & BLDR DRN)
12" HDPE INV OUT:7816.28
INLET-20B7
12" NYLOPLAST BASIN
STA:0+72.37
RIM:7821.17
12" HDPE INV:7816.80
HEADWALL-20B
CONCRETE HEADWALL
RE. DETAIL C/10.06
STA:0+04.33
12" HDPE INV OUT:7822.00
INLET-20B5
12" NYLOPLAST BASIN
STA:0+69.03
RIM:7826.40
12" HDPE INV:7823.65
INLET-20B4
12" NYLOPLAST BASIN
STA:1+00.36
RIM:7827.00
12" HDPE INV:7823.95
INLET-20B3
12" NYLOPLAST BASIN
STA:1+24.12
RIM:7827.00
12" HDPE INV:7824.18
HEADWALL-17B4
CONCRETE HEADWALL
RE. DETAIL C/C10.06
STA:0+00.00
12" HDPE INV OUT:7826.50 INLET-17B3.1
12" NYLOPLAST BASIN
STA:0+36.10
RIM:7829.50
12" HDPE INV:7826.86
INLET-20B6
12" NYLOPLAST BASIN
STA:0+98.70
RIM:7822.25
4" P.V.C. INV IN:7819.83
1" DRAIN INV IN=7819.40''
12" HDPE INV OUT:7818.75
INLET-17B3
12" NYLOPLAST BASIN
STA:0+84.71
RIM:7831.50
12" HDPE INV:7827.35
39.0' of 12"
H
D
P
E
@ 1.0%
INLET-28B
12" NYLOPLAST BASIN
STA:0+43.03
RIM:7819.60
12" HDPE INV:7815.80
4" PERFORATED UNDERDRAIN
CLEANOUT RG 20B
RIM:7821.75
4" P.V.C. INV OUT:7819.99
CLEANOUT RG 21B
RIM:7819.50
4" P.V.C. INV OUT:7817.66
4" PERFORATED UNDERDRAIN
CLEANOUT RG 17B
RIM:7824.70
4" P.V.C. INV OUT:7822.95
PERFORATED 4" UNDERDRAIN
@ 0.5%
4" SOLID PVC STUB
TO FOUNDATION DRAINS
AND WALL DRAINS
(RE. TO SHEET C8.05)
(EXISTING)
3'X3' AREA INLET ''I-6A''
EX. RIM:7820.80
CONFIRM RIM AT 7820.80
(IF SO, NO ADJUSTMENT)
(EXISTING)
2'X2' AREA INLET ''30B''
EX. RIM:7825.92
(EXISTING)
2'X3' CURB INLET ''J6A2''
EX. RIM:7819.30
ADJUST RIM TO: 7820.17
ETC CROSSING
7825
ABANDON EXISTING STORM PIPE
BLOCK EXISTING
PIPE & PATCH HOLE
INLET 16B
CONC. FLAT TOP MH W/
24" GRATE OFFSET TO THE WEST
STA:0+13.12
RIM:7821.00
18" HDPE INV IN:7815.68
4" P.V.C. INV IN:7817.96
18" RCP INV OUT:7815.68
11.0' of 18" RCP
@ 0.6%
EXISTING CONC. INLET TO BE
REMOVED & CONNECT EXISTING
4" UNDERDRAIN TO NEW
INLET STRUCTURE 16B
22.9' of 4" P.V.C.
@ 0.5%
ABANDON EXISTING 12" STORM PIPE
CL STORM J6A3(EX.) TO 21B PROFILE
7800
7810
7820
7830
7800
7810
7820
7830
CL STORM PIPE TO 25B PROFILE
7800
7810
7820
7830
7800
7810
7820
7830
CL STORM 21B TO 17B PROFILE
7800
7810
7820
7830
7800
7810
7820
7830
CL STORM 21B TO 20B6 PROFILE
7800
7810
7820
7830
7800
7810
7820
7830
0+00
78
2
0
.
1
78
2
0
.
8
78
1
5
.
7
5
0+50
78
1
9
.
7
78
1
5
.
9
0
78
2
0
.
8
78
1
6
.
0
5
1+00
78
2
0
.
4
78
1
6
.
2
0
78
2
1
.
1
78
1
6
.
3
2
1+50
78
2
0
.
3
78
1
6
.
4
4
78
2
1
.
3
78
1
6
.
5
7
1+98
78
2
0
.
5
UTILITY CROSSING
EX. E-T-C; RE. TO NOTES 8
STA: 0+06.38
ELEV= 7817.86'
UTILITY CROSSING
EX GAS LINE; RE. TO NOTE 8
STA: 0+47.70
ELEV= 7815.16'
0+00
78
1
9
.
4
78
1
9
.
8
78
1
5
.
9
9
0+26
78
1
9
.
3
78
1
6
.
0
0
0+00
78
2
0
.
5
78
1
5
.
4
0
78
2
1
.
1
78
1
5
.
6
3
0+50
78
1
9
.
4
78
1
5
.
8
6
78
2
1
.
4
78
1
6
.
1
1
0+92
78
2
5
.
2
78
1
6
.
2
8
0+00
78
2
0
.
5
78
1
5
.
4
1
78
2
0
.
8
78
1
5
.
8
6
0+50
78
2
1
.
3
78
1
6
.
3
6
78
2
1
.
6
78
1
6
.
9
8
1+00
78
2
1
.
8
78
1
8
.
7
5
5.46'
PR SEWER MAIN
STA: 0+39.48
T.O.P.: 7810.64
PR SEWER SERVICE TO 15E
STA: 1+25.54
T.O.P.: 7814.31 PR WATER SERVICE TO 15E
STA: 1+74.69
T.O.P.: 7814.07
2.02'
2.50'
25.9' of 18" HDPE
@ 0.6%
41.9' of 15" HDPE
@ 0.6%
58.8' of 15" HDPE
@ 0.5%
49.0' of 15" HPDE
@ 0.5%
INLET-24B
4' Ø FLAT TOP MH W/
GRADE RINGS & 24" GRATE
STA:0+41.80
RIM:7819.35
SUMP:7815.35
15" HDPE INV IN:7815.85
15" HDPE INV IN:7815.85
18"HDPE INV OUT:7815.85
INLET-23B
15" NYLOPLAST BASIN
STA:0+86.09
RIM:7820.18
15" HDPE INV:7816.13
INLET-22B
15" NYLOPLAST BASIN
STA:1+46.09
RIM:7820.33
15" HDPE INV:7816.42
DRYWELL-21B
RE. TO DETAILS
4' DIA MANHOLE/DRYWELL
STA:1+97.74
RIM:7820.50
SUMP:7807.50
12" HDPE INV IN:7815.40
12" HDPE INV IN:7815.40
4" P.V.C. INV IN:7817.59
15" HDPE INV OUT:7816.67 13.2' of 15" RCP
@ 1.9%INLET-25B
COA STANDARD CURB INLET; RE. TO DETAILS
2'X3' CURB INLET
STA:0+26.38
RIM:7819.33
15" RCP INV OUT:7816.00
DRYWELL-21B
RE. TO DETAILS
4' DIA MANHOLE/DRYWELL
STA:0+00.00
RIM:7820.50
SUMP:7807.50
12" HDPE INV IN:7815.40
12" HDPE INV IN:7815.40
4" P.V.C. INV IN:7817.59
15" P.V.C. INV OUT:7816.67
40.5' of 12" HDPE
@ 1.0%
47.8' of 12" HDPE
@ 1.0%
INLET-17B
2'X2' AREA INLET
STA:0+92.34
RIM:7825.20
4" P.V.C. INV IN:7822.78
4" P.V.C. INV IN:7819.42
12" HDPE INV OUT:7816.28
DRYWELL-21B
4' DIA MANHOLE/DRYWELL
STA:0+00.00
RIM:7820.50
SUMP:7807.50
12" HDPE INV IN:7815.40
12" HDPE INV IN:7815.40
4" P.V.C. INV IN:7817.59
15" P.V.C. INV OUT:7816.67
69.9' of 12" HDPE
@ 2.0%
INLET-20B7
12" NYLOPLAST BASIN
STA:0+72.37
RIM:7821.17
12" HDPE INV:7816.80
25.5' of 12" HDPE
@ 7.5%
INLET-20B6
12" NYLOPLAST BASIN
STA:0+98.70
RIM:7822.25
4" P.V.C. INV IN:7819.83
1" DRAIN INV IN=7819.40''
12" HDPE INV OUT:7818.75
INLET-28B
12" NYLOPLAST BASIN
STA:0+43.03
RIM:7819.60
12" HDPE INV:7815.80
PROPOSED GRADE (TYP)
EXISTING GRADE (TYP)
PROPOSED GRADE (TYP)PROPOSED PIPE INVERT (TYP)
STA: 0+28.18
EX. ELEC T.O.P.= 7815.60'
(ADJUST AS REQUIRED;
RE. TO NOTE 8)UTIL XING (PROP. ELEC)
STA: 0+18.23
T.O.P.= 7813.76'
UTIL XING (PROP. ELEC)
STA: 1+80.38
T.O.P.= 7814.53'
(EXISTING)
2'X3' CURB INLET ''J6A3''
STA:0+00.00
EX. RIM:7821.88
ADJUST RIM TO: 7820.05
PROPOSED 18" HDPE INV IN:7815.60
EXISTING 24" RCP INV OUT:7815.4±
DRYWELL-25B1
RE. TO DETAILS
5' DIA MANHOLE/DRYWELL
STA:0+10.20
RIM:7820.57
SUMP:7805.57
15" RCP INV IN:7815.75
15" HDPE INV OUT:7815.90
INLET-24B
4' DIA. FLAT TOP MH
STA:0+41.80
RIM:7819.35
SUMP:7815.35
INV IN:7815.85 15" HDPE
INV IN:7815.85 15" HDPE
INV OUT:7815.85 18" HDPE
INLET 16B
4' Ø FLAT TOP MH W/
GRADE RINGS & 24" GRATE
STA:0+13.12
RIM:7821.00
SUMP:7815.18
INV IN:7815.68 18" HDPE
INV IN:7817.96 4" P.V.C.
(RG 16B UNDERDRAIN)
INV OUT:7815.68 18" RCP
11.0' of 18" RCP
@ 0.6%
D
D
SNOW
S
T
O
R
A
G
E
EASEM
E
N
T
(SEE D
E
T
A
I
L
A
T
H
I
S
S
H
E
E
T
)
S8
1
°
2
5
'
2
1
"
W
9
0
.
9
1
'
N8
1
°
2
5
'
2
1
"
E
1
1
1
.
5
3
'
N7° 21' 19"W 89.91'
TOC 42.33
BURLINGAME RANCH PHASE 1
BURLINGAME RANCH PHASE 2BURLINGAME
RANCH PHASE 3RO6
RO5
BLD
G
1
4
BLDG 13
BLDG 15 BLDG 11 BLDG 10
BLDG 9 BLDG 8
BL
D
G
1
2
P11
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GRAPHIC SCALE
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8010
MEMBER UTILITIES
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2-BUSINESS DAYS IN ADVANCE
Know what's below.
before you dig.Call
R
C6.03
SHEET INDEX MAP SCALE: 1" = 300'
NORTH
STORM PLAN
& PROFILE 3
OPRIS ES NGINEERING, LLC.
CIVIL CONSULTANTS
502 MAIN STREET
CARBONDALE, CO 81623
(970) 704-0311
FAX: (970)-704-0313
PROJECT NUMBER
ISSUE DATE
REVISIONS
SHEET TITLE
ISSUE
SHEET NO.
TOWN STAMP
DISCIPLINE STAMP
19120
No.Description Date
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1 50% DD 1.24.2020
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 20'
6/19/2020
2 100% DD 3.10.2020
3 25% CD 5.1.2020
4 50% CD 5.15.2020
PERMIT
DRAWINGS
5 PERMIT SET 6.19.2020
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6 12.11.2020PERMIT RESUBMIT 1
1.STORM SEWER STRUCTURE TYPES REFER TO COLORADO DEPARTMENT OF TRANSPORTATION M & S STANDARDS, CDOT
STANDARD SPECIFICATIONS, OR ARE INCLUDED ON THE DETAIL SHEETS; CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR
APPROVAL PRIOR TO INSTALLATION.
2.ALL AREA INLETS FOR NYLOPLAST BASINS SHALL BE STANDARD 12" GRATES OR AS OTHERWISE NOTED ON THE PLANS.
CONTRACTOR SHALL SUPPLY SHOP DRAWINGS PRIOR TO INSTALLATION.
3.STORM SEWER ELEVATIONS SHOWN ARE AT A PIPE INVERT UNLESS OTHERWISE SPECIFIED.
4.ALL HDPE STORM PIPE GREATER THAN 8" TO BE ADS-12-HP, SMOOTH INTERIOR WALL PIPE. 4" PERFORATED UNDERDRAINS TO
MEET SPECIFICATIONS NOTED ON DETAILS.
5.PIPE LENGTHS INDICATED ARE SLOPE LENGTHS MEASURED ALONG THE CENTERLINE OF PIPE FROM INSIDE FACE OF INLET (OR
MANHOLE) TO INSIDE FACE OF INLET (OR MANHOLE)
6.PIPE LENGTHS DO NOT INCLUDE FLARED END SECTIONS.
7.CONTRACTOR TO CONFIRM EXISTING LOCATION, MATERIAL AND DEPTHS OF ALL POINTS OF CONNECTION OF PROPOSED STORM
DRAIN LINES TO EXISTING STORM SYSTEM.
8.CONTRACTOR TO CONFIRM ALL LOCATIONS AND DEPTHS OF EXISTING UTILITIES AT STORM SEWER CROSSINGS PRIOR TO
INSTALLATION OF STORMWATER INFRASTRUCTURE. IF A UTILITY CONFLICT EXISTS BETWEEN EXISTING SHALLOW UTILITIES &
PROPOSED STORM INFRASTRUCTURE, THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDER AND
INSTALL/RELOCATE SHALLOW UTILITIES TO COMPLY WITH CITY OF ASPEN ENGINEERING STANDARDS AS LISTED WITHIN TABLE 3
OF SECTION 3.2.
9.ALL PROPOSED UTILITY CROSSINGS SHALL COMPLY WITH TABLE 3, SECTION 3.2 OF THE CITY ENGINEERING STANDARDS.
10.STORM SEWER STATIONING IS INDEPENDENT OF ROAD STATIONING. STORM SEWER STATIONING CORRELATES TO THE
CENTERLINE OF STORM SEWER PIPE AND THE CENTER OF INLET BOXES OR MANHOLES.
11.ALL CONCRETE INLET BOXES SHALL HAVE A 6" SUMP BELOW THE OUTLET PER COA STANDARDS.
12.ALL STORM PIPE OUTFALL LARGER THAN 12" DIAMETER TO HAVE TRASH RACKS. (RE. TO DETAILS)
13.ANY DEVIATIONS FROM THESE PLANS REQUIRES PRE-APPROVAL BY THE ENGINEER OF RECORD & THE CITY OF ASPEN
ENGINEERING DEPARTMENT.
14.CONTRACTOR SHALL CONFIRM EXISTING UTILITIES AT ALL CROSSING LOCATIONS TO CONFIRM LOCATION, DEPTH, SIZE AND
NUMBER OF CONDUITS PRIOR TO ENSURE PROPER CLEARANCES ARE MAINTAINED/PROVIDED.
15.RAIN GARDENS LOCATED WITHIN 10-FT OF A STRUCTURE SHALL INCLUDE AN UNDERDRAIN SYSTEM; RE TO DETAILS & SIZING
CHART FOR ADDITIONAL INFORMATION.
16.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ENGINEERING OF RECORD FOR APPROVAL PRIOR TO INSTALLATION.
17.RAIN GARDENS SHALL BE PROTECTED DURING CONSTRUCTION TO AVOID CONTAMINATION.
18.REFER TO RAIN GARDEN DETAILS & SIZING CHART ON SHT. C10.07 FOR DEPTHS & SIZING PARAMETERS.
19.CONTRACTOR SHALL SCHEDULE & PERFORM A PERC. TEST AT EACH RAIN GARDEN ONCE EXCAVATED AREA IS COMPLETED TO
CONFIRM UNDERLYING SOILS ARE ACCEPTABLE. IF NOT THEN CONTRACTOR TO INSTALL RAIN GARDEN PER NON-INFILTRATION
DETAIL PER SHT. C10.07.
20.CONNECTION TO EXISTING INLET STRUCTURES SHALL BE DONE IN A WORKMANLIKE MANNER. THE INVERT SHALL BE BROUGHT
INTO STRUCTURES AT THE ELEVATION SHOWN HEREIN. THE DOWNSTREAM PIPE INSIDE THE MANHOLE SHALL BE SCREENED TO
PREVENT ENTRY OF DEBRIS FROM ENTERING THE SYSTEM. FILL VOIDS WITH NON-SHRINK GROUT. AFTER GROUT HAS SET CUT
PIPE OFF EVENLY SO THAT NO MORE THAN 2" OF PIPE PROTRUDES INTO STRUCTURE AND THEN REMOVE ALL SCREENS.
21.CONTRACTOR RESPONSIBLE FOR CLEANING & CCTV'ING THE EXISTING AND PROPOSED STORM SYSTEM AND PROVIDING VIDEO
DOCUMENTATION TO ENGINEER OF RECORD FOR ACCEPTANCE PRIOR TO REQUESTING FINAL INSPECTIONS FOR PROJECT CLOSE
OUT.
22.INSTALLATION OF STORMWATER INFRASTRUCTURE SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS.
23.STORM DRAINAGE FACILITIES NEED TO BE PERIODICALLY INSPECTED AND MAINTAINED TO ENSURE PROPER FUNCTION
THROUGHOUT THE DURATION OF CONSTRUCTION.
24.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE ENGINEER OF RECORD ON MEANS AND METHODS OF ACQUIRING
AS-BUILT INFORMATION IN SUPPORT OF THE FINAL GRADING & DRAINAGE CERTIFICATION THAT IS REQUIRED PRIOR TO PROJECT
CLOSE-OUT.
25.CONTRACTOR IS RESPONSIBLE FOR PROVIDING FINAL VIDEO INSPECTIONS OF STORM DRAINS THAT CONNECT TO THE CITY'S
STORM DRAIN SYSTEM. VIDEO INSPECTIONS SHALL BE SENT TO ENGINEER OF RECORD FOR APPROVAL PRIOR TO ISSUING TO
CITY.
26.CONTRACTOR TO CONFIRM LOCATION, DEPTH AND SIZE OF EXISTING UNDERDRAIN PRIOR TO CONSTRUCTION AND COORDINATE
WITH ENGINEER OF RECORD AS NECESSARY TO ENSURE COMPLIANCE WITH DRAINAGE DESIGN
NOTES:
7 ADDENDUM 2 12.16.2020
8 3.15.2021PERMIT RESUBMIT 2
SUPPLEMENTAL INFORMATION SUMMARY:
1.REVISED DRY WELL 25B OUTFALL PIPE ROUTING BASED ON EXISTING CONDITIONS
AND INABILITY TO CONNECT TO EXISTING 18" RCP STORM PIPE (RFI 498).
11 03.23.2023SUPPLEMENTAL INFO.
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Reviewed by Engineering
04/05/2023 8:37:52 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.