HomeMy WebLinkAboutVIXEN DR & FOX GROVE DR - Filed P-PERMITS -142 SF For Ramps, C&G 40LF
2 2 Ramps @ 142 SF 50.00
40
75.00
09/22/2021
Contact City Traffic
21-6037
9/22/2021
LODLODLOD
LOD
LODLOD LOD
UDUDEEEEEEEE
EE
EEEE
EEEEEEEEEEEEEEEE EE EEEEEEEESBSBSBSBSB SB
SBSB
ESBS
B
SB
SB
SBSBESBE
SBSBSBSBESB
SB SB
SB
SB
EESB
E
XXXXXXXXXXXXXXXD MH
SMH
8" W8" W8" W8" W8" W8" W8" W8" W8" WS
S
S
S
S
S
VAULT
ELEC
W
XXG
MHMH
MH
MH
MH
MH
MH
MH9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT9' UTILITY EASEMENTPROPOSED
INLETS
NICKS TAIL DRIVE
EXISTING 10' DRY UTILITY EASEMENT
ACCESS EASEMENT
REC. NO. 20160050584
10' DRY UTILITY EASEMENT
TO CITY OF FORT COLLINS
REC. NO. 20160050585 ROLLINS DEN DRIVEVIXEN DR2' GRAVEL
SHOULDERS
RAIN
GARDEN
EXISTING DETENTION
POND 1
2' CONCRETE
PAN
SUNFLOWER SUBDIVISION
(SINGLE FAMILY )
CW SUBTRUST C/O AGUR FOUNDATION
INDUSTRIAL DISTRICT
(UNDEVELOPED)
LOT 1
LEE MLD
(UNDEVELOPED)
INTERCHANGE BUSINESS PARK
GENERAL COMMERCIAL DISTRICT
(UNDEVELOPED)
FOX GROVE
(SINGLE FAMILY )
EXISTING DETENTION
POND 2FEMA 100-YR FLOODWAYFEM
A
1
0
0-
Y
R
HI
G
H
RI
S
K
F
RI
N
G
E
EXISTING 2'
CONCRETE PAN
4' CONCRETE
TRAIL
FOX GROVE DR
EXISTING OUTLET
STRUCTURE
100-YR POND
EXTENTS
100-YR
CONCRETE
OVERFLOW
WEIR
4' CONCRETE
TRAIL
10' GRAVEL
TRAIL
4' CONCRETE
TRAIL
4.8%
0.0%7.7%(0.5%)13.5%14.
8
%
22.1%
0.0%
8.5%3:12.0%4:1
6:1
4:13.1%
4.1%
3.9%4:14:1
5.5%
4:1
4:1
7:1
5:1
5:1
5:1
2.2%4:14:1
4:13:14:15.6%4:12.6%
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
53'
ROW
30'
-
53'
ROW
30'
-
53'
ROW
30'
-
53'
ROW
30'
-
6' U.E.
(TYP.)
6' UE
5'
D.G.E.
(TYP.)
5' U.E.
(TYP.)
20' SEWER EASEMENT
PER LEE MLD NO.
04-S2309
30' WATERLINE EASEMENT
TO EAST LARIMER
COUNTY WATER DISTRICT
REC. NO. 20160031252
20' DRAINAGE EASEMENT
TO CITY OF FORT COLLINS
REC. NO. 20160050583
50' SANITARY SEWER,
DRAINAGE & ACCESS EASEMENT
PER REC. NO. 98090574
20' UTILITY EASEMENT PER REC. NO.
85062072 SHOWN ON REC. NO. 98090574
30' WATERLINE EASEMENT
BY SEPARATE DOCUMENT
REC. NO. 20200007383
30' PUBLIC ACCESS
& TRAIL EASEMENT
(TYP.)
18' FUTURE TRAIL
SECTION
30' PUBLIC ACCESS
& TRAIL EASEMENT
(TYP.)
18' FUTURE TRAIL
SECTION
10' GRAVEL
TRAIL
6' GRAVEL
SHOULDER
4' CONCRETE
TRAIL
4' CONCRETE
TRAIL
FEMA 100-YR HIGH RISK FRINGE
FEMA 100-YR HIGH RISK FRINGE
5:1
4:16.4%7.1%7.4%3.7%8.8%10.5%
2
.
4%
5.4%2.3%11.6%5.0%8.0%5.1%
25.1%3.5%
5.3%8.6%28.3%
(0
.9%
)
6' U.E.
(TYP.)
LOT 11
LOT 10
LOT 5
LOT 13
LOT 12
LOT 19
LOT 38 LOT 39
LOT 36
LOT 35
LOT 37 LOT 42
LOT 43
LOT 44
LOT 32
LOT 28LOT 31
LOT 33
LOT 47
LOT 34 LOT 45
LOT 29
LOT 4
LOT 7
LOT 9 LOT 40
LOT 30
LOT 1LOT 2
LOT 23
LOT 26
LOT 6
LOT 18
LOT 41
LOT 3
LOT 8
LOT 14 LOT 15 LOT 16 LOT 17
LOT 24
LOT 20 LOT 21
LOT 22
LOT 27
LOT 25
LOT 46
OUTLOT B
DRAINAGE
& ACCESS
EASEMENT
OUTLOT A
ACCESS
EASEMENT
OUTLOT C
BERM4:14:1
6:1
4:1 10:118:1CONCRETE
FOREBAY
INTERIM REGIONAL TRAIL
SEE SHEET C3.03
INTERIM REGIONAL TRAIL
SEE SHEET C3.03
1.0%25.45
25.15
25.53
25.21
24.80
24.3923.52
23.18 23.27
23.55
23.83 24.25
26.33 25.1326.9525.59 28.04
25.40
25.6828.3228.59
25.95
26.27
28.8028.6926.08
25.41
2
7
.
6
0
24.87
24.93 26.22
27.30 26.30
25.14
24.94
25.4025.6425.9426.2426.48
25.90
27.04
25.90
27.2827.58
26.13
24.9325.79
24.69
24.87
23.00 25.15
25.45
23.
0
0
23.00
25.53
24.18
23.68
23.
4
2
23.45 23.78 24.05
25.82
25.34(25.22)24.66
22.9625.62
24.97
27.55
27.01
26.38
26.18
26.64
27.
2
7
26.84
28.64
29.3729.1928.8428.5928.2528.0327.48
(28.07)(28.00)
(27.53)
(27.35)(26.92)(26.50)(26.95)
26.27
26.25
26.1625.5524.88
24.70
24.57
24.64
24.81
24.94
25.0825.30
25.29
25.7526.0526.35
26.71
27.07
(27.75)
25.70
26.04
25.17
27.8422.86
23.00
25.21
27.28
27.26
27.7124.4527.8726.68
27.66
26.55
A
FG=28.59
TF=29.26
A
FG=28.87
TF=29.54
A
FG=28.94
TF=29.61
A
FG=28.70
TF=29.37
A
FG=28.46
TF=29.13
A
FG=28.90
TF=29.57
A
FG=28.85
TF=29.52
A
FG=28.50
TF=29.17
A
FG=28.12
TF=28.79
A
FG=27.57
TF=28.24
A
FG=25.74
TF=26.41
A
FG=26.83
TF=27.50
A
FG=27.26
TF=27.93
A
FG=26.54
TF=27.21
B
FG=27.03
TF=27.70
B
FG=26.95
TF=27.62
B
FG=27.03
TF=27.70
B
FG=26.65
TF=27.32
A
FG=28.04
TF=28.71
A
FG=28.32
TF=28.99
B
FG=28.78
TF=29.45
B
FG=29.08
TF=29.75
B
FG=29.21
TF=29.88
B
FG=27.82
TF=28.49
B
FG=28.57
TF=29.24
B
FG=28.57
TF=29.24
B
FG=27.56
TF=28.23
B
FG=29.69
TF=30.36
B
FG=29.59
TF=30.26
B
FG=29.84
TF=30.51
B
FG=29.20
TF=29.87
B
FG=29.20
TF=29.87
T
FG=28.30
TF=28.97
A
FG=27.54
TF=28.21
A
FG=27.98
TF=28.65
A
FG=28.11
TF=28.78
A
FG=28.15
TF=28.82
A
FG=28.10
TF=28.77
A
FG=28.29
TF=28.96
A
FG=28.61
TF=29.28
A
FG=28.91
TF=29.58
A
FG=29.34
TF=30.01
A
FG=29.70
TF=30.37
A
FG=29.68
TF=30.35
28.58 28.2828.71
27.68
25.51
22.8023.2925.54
25.3525.38
23.59 25.8027.0626.98
25.6224.30
25.08 28.7228.3529.1829.
2
029.4029.3328.14
28.6728.
3
1
28.8429.0828.7428.41 28.5228.11 28.1727.79 27.6027.9527.
3
5
27.
6
527.9526.90
26.35
27.65
26.35
27.61
26.51
27.24
26.84
26.51
26.64
26.89
26.7826.
0
1
27.
8
0
28.70
2
7
.
0
6
2
8
.
0
727.3228.6028.2027.71
27.
1
7
27.0824.9824.9725.1125.0225.1225.3227.84
27.88
28.4028.8428.44
28.3528.7728.37
28.0027.95
28.0928.4928.0028.2227.6227.82
27.45
27.2527.5427.94
26.
7
5
25.86
26.33
25.8725.97
26.0424.96
25.06
24.40
25.36
25.94
25.85
25.42
24.91
24.11
26.53
26.45
26.15
26.21
17.4018.7918.
7
9 18.7918.7918.7918.7918.
7
9
18.7918.8820.8820.8820.88
2
0
.
8
8
20.88
2
1
.
0
0
20.0120.0121.00
20.
8
8
20.88
20.88
18.21
17.75
17.59
17.59
15.4816.00
15.69
18.59
18.99
17.39
16.53
17.16
16.88
22.8122.8017.25
17.20
17.2017.20
16.60
16.
6
0
17.57
17.28
16.30 22.2923.8223.46(22.04)23.8323.4726.6226.7725.5425.16
25.11
A
FG=25.84
TF=26.51
A
FG=26.35
TF=27.02
A
FG=26.44
TF=27.1124.
0
7
2
4
.
0
0
24.00
24.0024.00
24.0024.00
23.90 27.7426.
9
7
27.18
26.90
24.1523.
4
2
23.4115.4016.3616.6915.8515.4216.4016.20
(23
.24
)
2
3
.
0
8
(22
.88
)(23.47)23.67(25
.
2
7
)
(23
.08
)(22.81)24.88
18.7918.8818.79
27.73
27.73
NEED STOCKPILE
REMOVED AND ALL
GRADING TO FINISHED
GRADE
RAIN
GARDEN NOT
INSTALLED
GRAVEL
SIDEWALK
SHOULDERS
MISSING
GRAVEL
SIDEWALK
SHOULDERS
MISSING
HCRs AND
GRAVEL
SHOULDERS
NOT
INSTALLED
INSTALL
UNDERDRAIN
INSTALL
CONCRETE
WALK
SheetFOX GROVE SUBDIVISION SECOND FILINGENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
02/10/2020
C3.00GRADING PLAN14
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
LEGEND:
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF
SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE)
PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3.ALL PROJECT DATA IS ON THE VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE
COVER SHEET FOR BENCHMARK REFERENCES.
4.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YR STORM.
5.ABBREVIATIONS:
ACC.= ACCESS EASEMENT
E.A.E= EMERGENCY ACCESS EASEMENT
U.E.= UTILITY EASEMENT
D.G.E.= DRAINAGE & GRADING EASEMENT
6.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE
FLOODWAY.
7.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
8.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE FEMA 100-YEAR FLOODPLAIN.
9.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES
WITHIN THE NATURAL HABITAT BUFFER ZONE.
10.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
NOTES:
EXISTING DECID. TREE
EXISTING CONIF. TREE
EXISTING LIGHT POLE
EXISTING STUMP
STEXISTING STORM SEWER LINE
EXISTING CURB/GUTTER FLOWLINE
4:1BANK SLOPE
PROPOSED ASPHALT CROSS SLOPE
CONCENTRATED FLOW DIRECTION
PROPOSED SWALE FLOWLINE
PROPOSED STORM DRAIN WITH INLET
PROPOSED CONTOUR
EXISTING CONTOUR
79.45PROPOSED FINISH GROUND ELEVATION
(79.45)
EXISTING GROUND ELEVATION
PROPOSED INFLOW CURB/GUTTER FLOWLINE
2.0%
4950SS XXD MH
SMH
S
S
S
S
S
S
S
SSS
S
SSVAULT
ELEC
W
G
ELEC
T
T
ELECBRKR
ELEC
BRKR
MH
MH
MH
MH
MH
MH
MH
KEYMAPI-25FOX GROVE DRVIXEN DRC3.00
RECOR
D
D
R
A
W
I
N
G
Work Area Covered
Under Permit