HomeMy WebLinkAboutEAST RIDGE THIRD FILING REPLAT - BDR190011 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (4)LOT 1
LOT 2
LOT 16 LOT 1
LOT 15
LOT 3 LOT 14 LOT 3
LOT 16
LOT 2 LOT 17
LOT 18
LOT 2 LOT 3 LOT 4
LOT 5
LOT 13 LOT 12 LOT 11 LOT 10
LOT 1
LOT 14
BLOCK 7
BLOCK 8
BLOCK 9
YEAGER STREET
BARNSTORMER STREET
53.75
53.74
53.73
53.76
53.82
53.65
53.65
53.66
53.73
53.78
53.60
53.23
52.63
53.87
53.95
53.95
53.95
53.95
53.95
53.95
53.87
53.87
53.78
53.78
53.78
53.86
53.78
53.86
53.78
53.78
53.87
53.58
53.67
53.61
53.63
53.74
53.44
53.74
53.65
53.51
53.66
53.62
LOT 4 LOT 5 LOT 6
LOT 11 LOT 10
LOT 7
LOT 9 LOT 8
LOT 2 LOT 3 LOT 4
LOT 7 LOT 6 LOT 5
LOT 1 LOT 2
LOT 3 LOT 4
LOT 5
LOT 29 LOT 28 LOT 27
LOT 31 LOT 30 LOT 25
LOT 6 LOT 7
LOT 26
LOT 1
LOT 8
BLOCK 9
BLOCK 20
BLOCK 21
MARQUISE STREET
54.49
54.22
53.52
53.32
56.33
56.33
56.33
56.33
56.33
56.33
55.66
55.75
55.75
55.66
55.65
55.66
55.75
55.66
55.75
55.66
55.75
55.75
54.47
54.55
54.31
54.27
54.45
54.48
54.56
54.47
54.50
54.56
54.32
54.51
54.47
54.55
54.12
53.80
54.76
54.84
54.85
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
13+00 12+00 11+00 10+00 9+50
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 8"
SSWR PIPE
99.76 LF - 8'' PVC @ 2.00%
132.82 LF - 8'' PVC @ 1.60%
STA=12+32.57
SSMH 1.2
4'Ø MH
RIM=4952.61
INV OUT (8" S)=4942.52
DEPTH=10.09
STA=10+99.76
SSMH 1.1
4'Ø MH
RIM=4951.33
INV IN (8" N)=4940.40
INV OUT (8" W)=4940.20
DEPTH=11.14
STA=10+00.00
SSMH 1
4'Ø MH
RIM=4950.44
INV IN (8" E)=4938.20
INV OUT (8" S)=4938.00
DEPTH=12.44
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
22+00 21+00 20+00 19+50
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 18"
SSWR PIPE
STA=20+00.00
SSMH 2.1
4'Ø MH
RIM=4952.24
INV IN (8" N)=4934.55
INV IN (18" W)=4933.72
INV OUT (18" E)=4933.72
DEPTH=18.53
183.00 LF - 8'' PVC @ 4.00%
STA=21+83.00
SSMH 2.1-1
4'Ø MH
RIM=4953.39
INV OUT (8" S)=4941.87
DEPTH=11.52
9.5'
PROPOSED
STORM
CROSSING
12''W
12''W 12''W
18''SS
18''SS
18''SS
12''W
8''SS
18''SS
8''SS 8''SS 8''SS 8''SS
S
S
S
S
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
72+00 71+00 70+00 69+50
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 8"
SSWR PIPE
STA=70+00.00
SSMH 2.6
4'Ø MH
RIM=4952.60
INV IN (8" N)=4939.08
INV IN (8" E)=4939.08
INV OUT (8" W)=4938.87
DEPTH=13.72
178.00 LF - 8'' PVC @ 2.80%
STA=71+78.00
SSMH 2.6-1
4'Ø MH
RIM=4954.11
INV OUT (8" S)=4944.06
DEPTH=10.05
3.2'
PROPOSED
STORM
CROSSING
12''W
12''W
12''W 12''W
8''SS
8''SS
8''SS
8''SS
8''SS 8''SS 8''SS
M M
S
S
S
S
90+00
91+00
92+00
93+00
94+00
95+00
95+91.12
90+00
91+00
92+00
93+00
94+00
95+00
96+00
96+18.88
90+00
91+00
92+00
93+00
94+00
95+00
96+00
96+48.11
BARNSTORMER STREET
PRIVATE DRIVE I
PRIVATE DRIVE I
N00°19'07"E
186.46'
S89°40'53"E
136.00'
S00°19'07"W
186.46'
L=54.98', R=35.00'
D=090°00'00"
L=54.98', R=35.00'
D=090°00'00"
LOT 114
LOT 102
LOT 97
LOT 98
LOT 99
LOT 100
LOT 101
LOT 103
LOT 108
LOT 107
LOT 106
LOT 105
LOT 104
LOT 109
LOT 110
LOT 111
LOT 112
LOT 113
2' VALLEY
PAN
VERTICAL
CURB
VERTICAL
CURB
1' CONCRETE
RIBBON
1' CONCRETE
RIBBON
10' CURB
CUT
10' CURB
CUT
4945
4950
4955
4960
4965
4945
4950
4955
4960
4965
97+00 96+00 95+00 94+00 93+00 92+00 91+00 90+00 89+50
4945
4950
4955
4960
4965
4945
4950
4955
4960
4965
97+00 96+00 95+00 94+00 93+00 92+00 91+00 90+00 89+50
4945
4950
4955
4960
4965
4945
4950
4955
4960
4965
97+00 96+00 95+00 94+00 93+00 92+00 91+00 90+00 89+50
2.25%
8.53%
-8.39% -2.00%
4.54%
-0.00%
2.00%
8.33%
-2.30%
-8.33%
-3.46%
2.20%
0.80%
1.01%
0.80%
-2.00%
-0.80%
STA: 90+00.00
ELEV=4953.89
STA: 95+91.12
ELEV=4955.02
STA: 95+78.12
ELEV=4954.72
STA: 95+76.12
ELEV=4954.55
STA: 95+69.12
ELEV=4955.14
STA: 95+64.62
ELEV=4955.23
STA: 95+55.62
ELEV=4954.82
STA: 90+26.50
ELEV=4954.10
STA: 90+22.00
ELEV=4954.01
STA: 90+13.00
ELEV=4953.59
STA: 90+15.00
ELEV=4953.43
STA: 95+53.62
ELEV=4954.82
STA: 90+61.50
ELEV=4954.87
STA: 91+86.58
ELEV=4955.87
STA: 92+27.20
ELEV=4956.28
STA: 94+04.66
ELEV=4956.66
STA: 95+29.64
ELEV=4955.65
(4953.9)
4953.89
(4953.7)
4955.18
(4955.1)
4956.01
(4955.8)
4956.86
(4956.9)
4956.75
(4956.9)
4955.89
(4953.9)
4954.62
(4954.4)
4955.58
(4955.5)
4956.46
(4956.2)
4957.25
(4957.2)
4956.29
(4955.2)
4954.95
2.25%
8.53% -8.39%
-2.00%
2.00%
8.33%
-2.30%
-8.33%
-0.80%
-1.80%
1.80%
0.80%
STA: 90+00.00
ELEV=4953.83
STA: 96+18.88
ELEV=4955.07
STA: 96+05.88
ELEV=4954.77
STA: 96+03.88
ELEV=4954.60
STA: 95+96.88
ELEV=4955.19
STA: 90+26.50
ELEV=4954.04
STA: 90+22.00
ELEV=4953.95
STA: 90+13.00
ELEV=4953.53
STA: 90+15.00
ELEV=4953.37
STA: 95+92.38
ELEV=4955.28
(4953.8)
4953.83
(4953.7)
4954.98
(4955.0)
4955.78
(4955.8)
4956.58
(4956.6)
4957.15
(4957.5)
4956.37
(4954.7)
4954.93
(4953.9)
4954.46
(4954.3)
4955.38
(4955.5)
4956.18
(4956.2)
4956.98
(4957.5)
4956.77
(4955.9)
4955.96
-2.30%
-8.33%
2.00% 8.33%
-4.54%
-2.00%
8.53% -8.39%
2.25% 0.00%
3.45%
-0.80%
-2.25%
0.80%
0.80%
0.66%
STA: 90+00.00
ELEV=4953.78
STA: 90+13.00
ELEV=4953.48
STA: 90+15.00
ELEV=4953.31
STA: 90+22.00
ELEV=4953.90
STA: 90+26.50
ELEV=4953.99
STA: 90+35.50
STA: 96+26.11 ELEV=4953.58
ELEV=4955.25
STA: 96+33.11
ELEV=4954.66
STA: 96+35.11
ELEV=4954.83
STA: 96+48.11
ELEV=4955.13
STA: 90+37.50
STA: 96+21.61 ELEV=4953.58
ELEV=4955.34
STA: 91+86.46
ELEV=4955.41
STA: 92+52.94
ELEV=4955.85
(4953.8)
4953.78
(4953.6)
4954.71
(4954.9)
4955.50
(4955.9)
4956.22
(4956.6)
4957.02
(4958.0)
4956.80
(4955.5)
4955.83
(4953.8)
4954.00
(4954.3)
4955.11
(4955.6)
4955.83
(4956.2)
4956.62
(4957.8)
4957.19
(4957.7)
4956.40
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
HP STA:93+56.67
HP ELEV:4957.26
PVI STA:93+67.38
PVI ELEV:4957.4
K:17.86
LVC:50.00
BVCS:93+42.38
BVCE:4957.20
EVCS:93+92.38
EVCE:4956.90
HP STA:93+87.08
HP ELEV:4957.18
PVI STA:93+87.08
PVI ELEV:4957.3
K:30.00
LVC:48.00
BVCS:93+63.08
BVCE:4957.08
EVCS:94+11.08
EVCE:4957.08
HP STA:95+42.39
HP ELEV:4956.03
PVI STA:95+57.39
PVI ELEV:4955.9
K:30.00
LVC:30.00
BVCS:95+42.39
BVCE:4956.03
EVCS:95+72.39
EVCE:4955.64
HP STA:90+76.50
HP ELEV:4954.79
PVI STA:90+61.50
PVI ELEV:4954.7
K:30.00
LVC:30.00
BVCS:90+46.50
BVCE:4954.40
EVCS:90+76.50
EVCE:4954.79
HP STA:94+36.32
HP ELEV:4957.22
PVI STA:94+36.32
PVI ELEV:4957.3
K:30.00
LVC:48.00
BVCS:94+12.32
BVCE:4957.12
EVCS:94+60.32
EVCE:4957.12
HP STA:90+76.50
HP ELEV:4954.53
PVI STA:90+61.50
PVI ELEV:4954.4
K:11.32
LVC:30.00
BVCS:90+46.50
BVCE:4953.89
EVCS:90+76.50
EVCE:4954.53
HP STA:95+72.91
HP ELEV:4956.22
PVI STA:95+87.91
PVI ELEV:4956.1
K:20.63
LVC:30.00
BVCS:95+72.91
BVCE:4956.22
EVCS:96+02.91
EVCE:4955.76
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
PRIVATE DRIVE I to
LEFT FLOWLINE
90+00.00 96+41.11
50 5
PRIVATE DRIVE I
CENTERLINE
90+00.00 96+18.88
50 5
PRIVATE DRIVE I
RIGHT FLOWLINE
90+00.00 95+91.12
50 5
STAMP
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Planning. Architecture. Engineering.
O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_RD01-RD05_N.dwg - Jordan Deshon - 7/2/2019
HFH000013.20
07.03.19
# Date Issue / Description Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
RD05
PLAN AND PROFILE
PRIVATE DRIVE I
JEP
JPD
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. SEE SHEET CV01 FOR TYPICAL SECTIONS.
7. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
8. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
9. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
ROTATION: 90°
RD01 RD02 RD03 RD04 RD05
MINOR AMENDMENT
MOSAIC TOWNHOMES
Text Over Text
7/23/19
S
S
S
S
S
S
S
S
PRIVATE DRIVE H
BARNSTORMER STREET
70+00
71+78 71+00
SSMH 2.6
STA=70+00
4'Ø MH
N:19620.0045
E:12167.4682
8'' PVC 178.00 LF @ 2.80%
SSMH 2.6-1
STA=71+78
4'Ø MH
N:19798.0010
E:12168.4582
STORM DRAIN B
SEE SHEET SD03
STA. 70+64.7
STA. 70+67.7
STA. 70+86.7
STA. 70+89.7
STA. 71+06.7
STA. 71+09.7
STA. 71+26.7 STA. 71+29.7
STA. 71+46.7
STA. 71+49.7
STA. 71+66.7
STA. 71+69.7
12''W
12''W 12''W 12''W
8''SS
8''SS
8''SS 8''SS
8
''SS 8''SS 8''SS 8''SS
S
S
S
S
S
S
S
S
S
S
S
S
M
M
1 1/2''W
BARNSTORMER STREET
PRIVATE DRIVE I
80+00
81+83 81+00
SSMH 2.7
STA=80+00
4'Ø MH
N:19618.8587
E:12373.4650
8'' PVC 183.00 LF @ 2.80%
SSMH 2.7-1
STA=81+83
4'Ø MH
N:19801.8556
E:12374.4828
STORM DRAIN B
SEE SHEET SD03
STA. 80+69.7
STA. 80+91.7
STA. 81+11.7
STA. 81+51.7
STA. 81+71.7
STA. 81+74.7
STA. 81+54.7
STA. 81+34.7
STA. 81+14.7
STA. 80+94.7
STA. 80+72.7
STA. 81+31.7
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
82+00 81+00 80+00 79+50
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 8"
SSWR PIPE
STA=80+00.00
SSMH 2.7
4'Ø MH
RIM=4953.83
INV IN (8" N)=4940.51
INV IN (8" E)=4940.51
INV OUT (8" W)=4940.31
DEPTH=13.52
183.00 LF - 8'' PVC @ 2.80%
STA=81+83.00
SSMH 2.7-1
4'Ø MH
RIM=4955.64
INV OUT (8" S)=4945.63
DEPTH=10.01
3.3'
PROPOSED
STORM
CROSSING
12''W
12''W
8''SS
8''SS
8''SS 8''SS 8''SS
S
S
S
S
S
S
M
91+00 90+00
91+77.96
BARNSTORMER STREET
PRIVATE DRIVE I
SSMH 2.8
STA=90+00
4'Ø MH
N:19617.7129
E:12579.4618
8'' PVC 177.96 LF @ 2.60%
SSMH 2.8-1
STA=91+77.96
4'Ø MH
N:19795.6739
E:12580.4516
STORM DRAIN B
SEE SHEET SD03
STA. 90+64.6
STA. 90+86.6
STA. 91+06.6
STA. 91+26.6
STA. 91+46.6
STA. 91+66.6
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
92+00 91+00 90+00 89+50
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 8"
SSWR PIPE
STA=90+00.00
SSMH 2.8
4'Ø MH
RIM=4955.07
INV IN (8" N)=4941.95
INV OUT (8" W)=4941.75
DEPTH=13.32
177.96 LF - 8'' PVC @ 2.60%
STA=91+77.96
SSMH 2.8-1
4'Ø MH
RIM=4956.84
INV OUT (8" S)=4946.57
DEPTH=10.27
STAMP
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Planning. Architecture. Engineering.
O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SS01-SS03_N.dwg - Jordan Deshon - 7/2/2019
HFH000013.20
07.03.19
# Date Issue / Description Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SS03
PLAN AND PROFILE
SANITARY LINES 2.6, 2.7, & 2.8
JEP
JPD
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
T T T
EXISTING STORM SEWER
EXISTING GAS
EXISTING TELEPHONE
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E E E
PROPOSED RESIDETIAL SERVICE
1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION
DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND
IMPROVEMENTS.”
2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE
BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT.
3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING
TO THE SEWER MAIN.
4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM
SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300
FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL.
5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR
GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS.
6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION
DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY
ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604.
7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF
CONSTRUCTION.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL
EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.
9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL.
10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN
WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT
WITHIN AN ALL WEATHER ACCESS ROADWAY.
11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES.
12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN
ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER"
PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH
FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM
ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY
IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND
DISCREPANCY RESOLVED.
13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL.
14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING
FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE.
A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING.
B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS.
C - PAINT GREEN.
GAS
S
8''W
8''SS
8''SS
8''W
M M
PROPOSED MANHOLE
ROTATION: 90°
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 2.6 to
70+00.00 71+78.00
50 5
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 2.7 to
80+00.00 81+83.00
50 5
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 2.8 to
90+00.00 91+77.96
50 5
SS01 SS02 SS03
MINOR AMENDMENT
MOSAIC TOWNHOMES
Line Over Text Line Over Text
7/23/19
S
S
S
S
S
S
S
S
M M
1 1/2''W
1 1/2''W
M
PRIVATE DRIVE E
BARNSTORMER STREET
20+00
21+00
21+83
SSMH 2.1
STA=20+00
4'Ø MH
N:19623.4417
E:11549.4777
8'' PVC 183.00 LF @ 4.00%
SSMH 2.1-1
STA=21+83
4'Ø MH
N:19806.4360
E:11550.4955
STORM DRAIN A
SEE SHEET SD01
251+00 250+00
STA. 20+69.7
STA. 20+72.7
STA. 20+91.7
STA. 20+94.7
STA. 21+11.7
STA. 21+14.7
STA. 21+31.7
STA. 21+34.7
STA. 21+51.7
STA. 21+54.7
STA. 21+71.7
STA. 21+74.7
12''W
12''W 12''W 12''W
8''SS 8''SS
8''SS 8''SS
8''SS 8''SS 8''SS
S
S
S
S
S
S
S
S
S
S
S
S
M M
M
PRIVATE DRIVE F
BARNSTORMER STREET BARNSTORMER STREET
51+00 50+00
51+78
SSMH 2.4
STA=50+00
4'Ø MH
N:19622.2960
E:11755.4745
8'' PVC 178.00 LF @ 4.00%
SSMH 2.4-1
STA=51+78
4'Ø MH
N:19800.2934
E:11756.4645
STORM DRAIN B1
SEE SHEET SD04
STORM DRAIN B
SEE SHEET SD03
STA. 50+64.7
STA. 50+67.7
STA. 50+86.7
STA. 50+89.7
STA. 51+06.7
STA. 51+09.7
STA. 51+26.7
STA. 51+29.7
STA. 51+46.7
STA. 51+49.7
STA. 51+66.7
STA. 51+69.7
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
52+00 51+00 50+00 49+50
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 8"
SSWR PIPE
STA=50+00.00
SSMH 2.4
4'Ø MH
RIM=4951.68
INV IN (8" N)=4936.20
INV IN (8" E)=4936.20
INV OUT (8" W)=4936.00
DEPTH=15.68
178.00 LF - 8'' PVC @ 4.00%
STA=51+78.00
SSMH 2.4-1
4'Ø MH
RIM=4953.47
INV OUT (8" S)=4943.32
DEPTH=10.15
5.7'
PROPOSED
STORM
CROSSING
12''W 12''W 12''W
12''W
8''SS
8''SS
8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
S
S
S
S
S
S
S
S
S
S
S
S
M M
1 1/2''W
1 1/2''W
PRIVATE DRIVE G
BARNSTORMER STREET
61+00 60+00
61+83
SSMH 2.5
STA=60+00
4'Ø MH
N:19621.1502
E:11961.4714
8'' PVC 183.00 LF @ 3.00%
SSMH 2.5-1
STA=61+83
4'Ø MH
N:19804.1462
E:11962.4892
STORM DRAIN B1
SEE SHEET SD04
STORM DRAIN B
SEE SHEET SD03
STA. 60+69.7 STA. 60+72.7
STA. 60+91.7
STA. 60+94.7
STA. 61+11.7
STA. 61+14.7
STA. 61+31.7
STA. 61+34.7
STA. 61+51.7
STA. 61+54.7
STA. 61+71.7
STA. 61+74.7
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
62+00 61+00 60+00 59+50
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 8"
SSWR PIPE
STA=60+00.00
SSMH 2.5
4'Ø MH
RIM=4951.36
INV IN (8" N)=4937.64
INV IN (8" E)=4937.64
INV OUT (8" W)=4937.44
DEPTH=13.92
183.00 LF - 8'' PVC @ 3.00%
STA=61+83.00
SSMH 2.5-1
4'Ø MH
RIM=4953.16
INV OUT (8" S)=4943.13
DEPTH=10.03
2.9'
PROPOSED
STORM
CROSSING
STAMP
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Planning. Architecture. Engineering.
O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SS01-SS03_N.dwg - Jordan Deshon - 7/2/2019
HFH000013.20
07.03.19
# Date Issue / Description Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SS02
PLAN AND PROFILE
SANITARY LINES 2.1, 2.4, & 2.5
JEP
JPD
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
T T T
EXISTING STORM SEWER
EXISTING GAS
EXISTING TELEPHONE
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E E E
PROPOSED RESIDETIAL SERVICE
1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION
DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND
IMPROVEMENTS.”
2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE
BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT.
3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING
TO THE SEWER MAIN.
4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM
SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300
FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL.
5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR
GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS.
6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION
DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY
ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604.
7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF
CONSTRUCTION.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL
EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.
9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL.
10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN
WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT
WITHIN AN ALL WEATHER ACCESS ROADWAY.
11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES.
12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN
ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER"
PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH
FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM
ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY
IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND
DISCREPANCY RESOLVED.
13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL.
14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING
FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE.
A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING.
B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS.
C - PAINT GREEN.
GAS
S
8''W
8''SS
8''SS
8''W
M M
PROPOSED MANHOLE
ROTATION: 90°
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 2.1 to
20+00.00 21+83.00
50 5
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 2.4 to
50+00.00 51+78.00
50 5
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 2.5 to
60+00.00 61+83.00
50 5
SS01 SS02 SS03
MINOR AMENDMENT
MOSAIC TOWNHOMES
Text Over Text
Text Over Text
Line Over Text
Line Over Text
7/23/19
4930
4935
4940
4945
4950
4955
39+50 40+00 41+00 42+00 43+00 44+00
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 18"
SSWR PIPE
STA=40+00.00
SSMH 2.3
4'Ø MH
RIM=4951.28
INV IN (8" E)=4936.71
INV OUT (18" S)=4935.87
DEPTH=15.41
207.93 LF - 8'' PVC @ 0.60%
145.00 LF - 8'' PVC @ 0.60%
STA=42+07.93
SSMH 2.3-1
4'Ø MH
RIM=4951.23
INV IN (8" S)=4938.15
INV OUT (8" W)=4937.95
DEPTH=13.27
STA=43+52.93
SSMH 2.3-2
4'Ø MH
RIM=4949.91
INV OUT (8" N)=4939.02
DEPTH=10.89
8''SS
8''SS
12''W 12''W 12''W
8''W
S
TRACT A
EAST RIDGE SECOND FILING
8''SS 8''SS
8''SS 8''SS
S
S
S
S
S
S
S
S
S
S
S
S
M
M
1 1/2''W
1 1/2''W
PRIVATE DRIVE A
BARNSTORMER STREET
10+00
11+00
12+00
12+32.57
SSMH 1.2
STA=12+32.57
4'Ø MH
N:19814.3379
E:10726.5440
8'' PVC 99.76 LF @ 2.00%
8'' PVC 132.82 LF @ 1.60%
STORM DRAIN A1
SEE SHEET SD02
STA. 11+19.3
STA. 11+22.3
STA. 11+41.3
STA. 11+44.3
STA. 11+61.3
STA. 11+64.3
STA. 11+81.3
STA. 11+84.3
STA. 12+01.3
STA. 12+21.3
STA. 12+24.3
STA. 12+04.3
12''W 12''W 12''W 12''W
12''W
18''SS
18''SS
18''SS 18''SS
8''W
18''SS 18''SS
18''SS
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
S
S
S
S
S
S
S
S
S
S
S
S
M M
1 1/2''W
1 1/2''W
M M
S
S
S
S
S
S
S
S
S
S
S
S
PRIVATE DRIVE C
PRIVATE DRIVE B
BARNSTORMER STREET
40+00 41+00
42+00
43+00
43+52.93
STORM DRAIN A1
SEE SHEET SD02
STORM DRAIN A
SEE SHEET SD01
SSMH 2.3
STA=40+00
4'Ø MH
N:19833.3836
E:10930.7032
8'' PVC 207.93 LF @ 0.60%
SSMH 2.3-1
STA=42+07.93
4'Ø MH
N:19832.2271
E:11138.6326
8'' PVC 145.00 LF @ 0.60%
SSMH 2.3-2
STA=43+52.93
4'Ø MH
N:19687.2294
E:11137.8261
256+00 255+00 254+00
259+00 258+00 257+00
259+29.28
STA. 257+35.1
STA. 257+38.1
STA. 257+57.1
STA. 257+60.1
STA. 257+77.1
STA. 257+80.1
STA. 257+97.1 STA. 258+00.1
STA. 258+17.1
STA. 258+20.1
STA. 258+37.1
STA. 258+40.1
STA. 43+44.7
STA. 43+41.7
STA. 43+22.7 STA. 43+19.7
STA. 43+02.7 STA. 42+99.7
STA. 42+82.7
STA. 42+79.7
STA. 42+62.7
STA. 42+59.7
STA. 42+42.7
STA. 42+39.7
STATIONING BASED ON SANITARY
ALIGNMENT 1-17 FROM EAST
RIDGE FILING 2 DATED 6.30.16
12''W 12''W 12''W
12''W
18''SS
18''SS 18''SS
8''SS 8''SS 8''SS
S
S
S
S
S
S
S
S
S
S
S
S
M M
PRIVATE DRIVE D
BARNSTORMER STREET
31+00 30+00
31+78
SSMH 2.2
STA=30+00
4'Ø MH
N:19624.5875
E:11343.4809
STORM DRAIN A
SEE SHEET SD01
8'' PVC 178.00 LF @ 3.00%
SSMH 2.2-1
STA=31+78
4'Ø MH
N:19802.5823
E:11344.4709
253+00 252+00
STA. 30+64.7 STA. 30+67.7
STA. 30+86.7 STA. 30+89.7
STA. 31+06.7 STA. 31+09.7
STA. 31+26.7 STA. 31+29.7
STA. 31+46.7 STA. 31+49.7
STA. 31+66.7 STA. 31+69.7
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
32+00 31+00 30+00 29+50
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 18"
SSWR PIPE
STA=30+00.00
SSMH 2.2
4'Ø MH
RIM=4950.72
INV IN (8" N)=4934.96
INV IN (18" W)=4934.13
INV OUT (18" E)=4934.13
DEPTH=16.59
178.00 LF - 8'' PVC @ 3.00%
STA=31+78.00
SSMH 2.2-1
4'Ø MH
RIM=4952.23
INV OUT (8" S)=4940.30
DEPTH=11.93
7.5'
PROPOSED
STORM
CROSSING
STAMP
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SS01-SS03_N.dwg - Jordan Deshon - 7/2/2019
HFH000013.20
07.03.19
# Date Issue / Description Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SS01
PLAN AND PROFILES
SANITARY LINES 1, 2.2, & 2.3
JEP
JPD
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
TIMBERLINE ROAD
ROTATION: 90°
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 1 to
10+00.00 12+43.27
50 5
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
T T T
EXISTING STORM SEWER
EXISTING GAS
EXISTING TELEPHONE
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E E E
PROPOSED RESIDETIAL SERVICE
1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION
DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND
IMPROVEMENTS.”
2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE
BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT.
3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING
TO THE SEWER MAIN.
4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM
SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300
FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL.
5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR
GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS.
6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION
DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY
ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604.
7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF
CONSTRUCTION.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL
EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.
9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL.
10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN
WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT
WITHIN AN ALL WEATHER ACCESS ROADWAY.
11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES.
12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN
ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER"
PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH
FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM
ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY
IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND
DISCREPANCY RESOLVED.
13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL.
14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING
FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE.
A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING.
B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS.
C - PAINT GREEN.
GAS
S
8''W
8''SS
8''SS
8''W
M M
PROPOSED MANHOLE
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 2.3 to
40+00.00 43+52.93
50 5
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 2.2 to
30+00.00 31+78.00
50 5
SS01 SS02 SS03
MINOR AMENDMENT
MOSAIC TOWNHOMES
Text Over Text
7/23/19
Line Over Text
54.84
54.85
54.84
54.85
54.76
54.76
54.67
54.67
54.67
54.75
54.67
54.76
54.67
54.67
54.76
54.27
54.44 54.44
54.54
54.55
54.35
54.51
54.34 54.42
54.37
54.27
54.37
53.51
53.61
54.39
53.97
53.89
54.34
54.14
53.98
53.82
53.66
53.50
53.15
54.44
54.44
54.10
54.10
53.77
53.77
53.77
54.10
54.11
54.44
54.87
54.53
54.20
54.34
53.98
53.66
53.26
54.14
53.82
53.50
54.40
54.40
54.40
54.07
54.07
53.74
54.40
54.07
54.07
53.74
53.74
54.25
54.62
54.88
53.39
53.03
52.71
52.18
53.19
52.87
52.55
53.45
53.45
53.45
53.12
53.12
52.79
53.45
53.12
53.12
52.79
52.79
53.30
53.67
53.93
55.38
55.38
55.38
55.38
55.38
55.38
54.71
54.80
55.30
55.21
55.21
54.71
54.80
55.20
55.30
55.20
55.30
55.30
53.39
53.19
53.03
52.87
52.71
52.55
52.19
53.49
53.49
53.15
53.15
52.82
52.82
52.82
53.15
53.15
53.49
53.92
53.58
53.25
54.03
54.84
54.01
54.88
55.10
54.67
53.92
54.68
55.01
55.01
54.93
54.13
53.17
54.59
55.17
55.17
54.82
55.17
54.82
55.17
54.59
55.09
55.00
54.50
54.50
54.57
54.50
54.57
54.50
55.00
55.07
54.79
54.38
53.88
53.95
53.90
53.82
54.39
54.46
54.33
54.79
54.78
54.84
54.32
53.92
54.42
55.10
54.21
54.60
54.49
54.28
54.22
54.50
54.45
54.83
53.71
53.35
53.03
52.48
53.51
53.19
52.87
53.78
53.78
53.78
53.45
53.45
53.11
53.78
53.45
53.45
53.11
53.11
53.63
54.00
54.26
53.84
53.78
55.69
55.69
55.69
55.69
55.69
55.69
55.02
55.12
55.12
55.02
55.02
55.02
55.11
55.02
55.11
55.02
55.11
55.12
54.93
54.98
54.59
54.39
54.58
54.67
54.91
54.71
54.80
54.91
54.48
54.87
54.82
54.72
54.38
54.06
55.01
55.09
55.09
55.09
55.09
55.09
55.09
55.01
55.09
55.00
54.92
54.92
55.01
54.92
55.01
54.92
54.92
55.01
54.79
54.59
54.75
54.63
54.81
54.61
54.74
54.82
54.51
54.88
54.89
54.85
53.79
53.89
54.53
54.16
54.14
53.71
53.51
53.35
53.19
53.03
52.87
52.58
53.80
53.80
53.46
53.46
53.13
53.13
53.13
53.46
53.47
53.80
54.23
53.90
53.56
53.63
53.27
52.95
52.59
53.43
53.11
52.79
53.70
53.70
53.70
53.36
53.36
53.03
53.70
53.36
53.36
53.03
53.03
53.55
53.92
54.18
54.49
54.88
53.73
54.24
55.60
55.60
55.60
55.60
55.60
55.60
54.92
55.02
55.02
54.92
54.92
54.92
55.02
54.92
55.02
54.92
55.02
55.02
53.61
53.41
53.25
53.09
52.93
52.77
52.57
53.70
53.70
53.37
53.37
53.04
53.04
53.04
53.37
53.37
53.70
54.13
53.80
53.47
53.75
53.74
53.73
53.76
53.82
53.65
53.65
53.66
53.73
53.78
53.60
53.23
52.63
53.87
53.95
53.95
53.95
53.95
53.95
53.95
53.87
53.87
53.78
53.78
53.78
53.86
53.78
53.86
53.78
53.78
53.87
53.58
53.67
53.61
53.63
53.74
53.44
53.74
53.65
53.51
53.66
53.62
53.65
53.59
53.64
53.70
53.82
53.37
53.36
53.05
52.97
53.27
53.50
52.47
52.11
51.79
51.40
52.27
51.95
51.63
52.56
52.56
52.56
52.23
52.23
51.89
52.56
52.23
52.23
51.89
51.89
52.41
52.78
53.04
54.93
54.81
54.51
54.36
53.29
53.16
53.23
53.92
54.05
54.46
54.33
54.40
53.99
53.79
53.83
54.21
54.08
54.15
53.77
53.87
53.72
54.94
54.78
54.24
54.12
54.78
54.91
55.25
55.10
54.41
54.79
54.82
54.56
54.40
54.02
53.90
54.57
54.42
55.56
54.97
54.85
53.82
53.98
54.66
54.81
55.02
54.86
54.75
55.11
54.95
54.29
54.91
54.75
54.67
54.51
55.43
55.26
55.42
55.25
54.41
54.92
54.88
55.15
54.31
54.44
54.29
51.70
51.90
52.60
52.64
51.36
51.56
52.21
52.40
52.30
52.55
51.28
51.55
52.76
52.50
51.81
52.09
4951
4952
4952
4951
4951
4951
4952
4954
4953
4953
4955
4954
4950
4949
4948
4947
4946
51.42
53.05
53.10
52.70
52.34
52.58
52.21
51.97
51.84
51.81
52.88
53.60
53.82
54.15
54.24
54.19
52.63
51.61
51.78
51.94
51.99
52.51
53.83
52.98
52.90
53.19
52.28
52.45
51.50
51.49
51.29
51.12
51.42
54.13
54.24
53.96
53.13
53.01
52.77
52.64
52.40
52.27
52.20
51.44
50.65
50.38
50.71
51.05
51.26
52.26
52.66
53.27
53.49
53.60
53.81
53.93
53.95
53.67
53.48
53.23
53.11
52.86
52.82
52.71
53.84
51.89
51.62
51.95
52.28
52.37
53.24
53.61
54.23
54.44
54.55
54.86
54.94
1 6" STEP
1 6" STEP
1 6" STEP
2 6" STEPS
2 6" STEPS
2 6" STEPS
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
2 6" STEPS
2 6" STEPS
2 6" STEPS
1 6" STEP
1 6" STEP
1 6" STEP
BARNSTORMER STREET
54.17
53.55
53.80
53.95
53.33
53.58
54.90
54.29
54.53
53.65
54.20
53.82
53.59
53.80
53.91
53.29 HP
54.30 HP
54.43 HP
54.40 HP
54.51 HP
54.08 HP
54.19 HP
55.03 HP
51.54 LP
52.09 LP
50.31 LP
51.07 LP
52.02 LP
52.32 LP
51.56 LP
51.24 LP
2.1%
1.0%
1.7%
3.0%
2.0%
1.0%
3.1%
1.7% 2.3%
2.0%
3.1%
1.7%
2.0%
1.0%
3.1%
1.7%
2.0%
1.1%
2.3%
0.9%
0.9%
1.5%
1.0%
3.5%
2.0%
2.1%
2.0%
1.0%
5.0%
2.0%
0.6%
52.20 HP
52.65 HP
53.44 HP
54.02 HP
53.19 HP
52.26 HP
51.76 HP
53.15 HP
52.99 HP
FF=4954.66
FF=4955.80 FF=4955.79
FF=4955.90 FF=4955.88
FF=4955.58 FF=4955.55
FF=4956.53
1
1
2
3
3
2
1
1
2
2
3
3
1
1
2
3
3
2
1
1
2
2
3
3
1
1
2
3
3
2
1
1
2
2
3
3
1
1
2
3
3
2
1
1
2
2
3
3
52.80
53.96
54.11
53.72
54.67
53.97
54.08
55.03
54.91
54.35
55.01
55.12
55.35
55.21
54.67
54.89
54.63 55.01
54.66
54.54
54.13
54.67
54.77
55.66
55.53
54.90
54.80
54.03
54.55
54.73
54.94
53.76
53.94
54.15
54.38
54.12
53.89
53.98
54.17
54.39
53.23
54.57
54.08 HP
55.16 HP
55.23 HP
55.29 HP
55.32 HP
54.94 HP
54.99 HP
55.77 HP
55.82 HP
STAMP
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Planning. Architecture. Engineering.
O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_GR01-GR03_N.dwg - Jordan Deshon - 7/2/2019
HFH000013.20
07.03.19
# Date Issue / Description Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP GR02
PLANS
GRADING
JEP
NEW
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE
EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT,
PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATION.
2. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
3. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71).
4. CONTOURS SHOWN OUTSIDE OF STREET RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET
RIGHT-OF-WAY ARE FINISHED GRADE.
5. CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR
LANDSCAPE AREAS.
6. 4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED.
7. REVEGETATION SHALL BE PER THE APPROVED LANDSCAPE PLAN.
8. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE
INDIVIDUAL FOOTPRINTS ARE DETERMINED.
9. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR
STORM.
10. SOFT BOTTOM PAN AND ASSOCIATED UNDERDRAIN REQUIRED FOR SWALES LESS THAN 2% SLOPE.
11. DRIVEWAY SLOPES RANGE FROM 2% TO 10%.
PROPOSED STORM INLET
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LEGEND: NOTES:
LOT TEMPLATE A B
4550
50
NOTES FOR EXTERIOR ENTRY SIDEWALK STEPS
1. USE 5-1/2" RISERS AND/OR 7-1/2" RISERS AS NECESSARY
2. MAXIMUM RISER HEIGHT IS 7-1/2"
3. MINIMUM 5' LANDINGS BETWEEN DOUBLE OR SINGLE RISERS
AS DEPICTED ON PLAN.
4. LANDINGS SHALL BE 2% MAXIMUM SLOPE.
5. 12" TREADS (TYPICAL)
6. FOR HANDRAIL REQUIREMENTS REFER TO ARCHITECTURAL
DESIGN PLANS.
NOTES GARAGE STEPS
3 - 6-1/2" RISERS
3 - 7-1/2" RISERS
4 - 6-3/4" RISERS
1 - 6-1/4" RISERS
3 - 6-3/4" RISERS
4 - 6-1/2" RISERS
1
2
3
4
5
6
MATCHLINE-SEE SHEET GR01
MATCHLINE-SEE SHEET GR03
GR01 GR02 GR03
MINOR AMENDMENT
MOSAIC TOWNHOMES
Line Over Text
Text Over Text
Text Over Text
7/23/19
53.65
53.59
53.64
53.70
53.82
53.37
53.36
53.05
52.97
53.27
53.50
52.47
52.11
51.79
51.40
52.27
51.95
51.63
52.56
52.56
52.56
52.23
52.23
51.89
52.56
52.23
52.23
51.89
51.89
52.41
52.78
53.04
52.00
51.68
52.65
52.73
52.73
52.73
52.73
52.73
52.73
52.65
52.65
52.56
52.56
52.56
52.63
52.56
52.64
52.56
52.56
52.64
51.87
51.79
51.28
50.89
50.54
50.10
51.06
50.71
50.36
51.34
51.34
51.34
51.01
51.01
50.68
51.34
51.01
51.01
50.68
50.68
51.19
51.56
51.82
52.14
52.24
52.58
52.78
54.25
54.43
54.43
54.43
54.43
54.43
53.67
53.85
53.85
53.74
53.75
53.58
53.85
53.76
53.85
53.76
53.85
53.85
52.45
52.24
52.08
51.92
51.76
51.60
51.25
52.54
52.54
52.21
52.21
51.87
51.87
51.88
52.21
52.21
52.54
52.97
52.64
52.30
52.57
52.53
52.50
52.58
52.60
52.51
52.70
52.66
52.40
52.67
52.42
52.54
52.35
52.42
52.43
52.54
52.45
52.34
52.55
52.63
52.52
52.25
52.46
52.56
51.66
51.77
52.49
52.43
51.18
50.82
50.50
49.90
50.98
50.66
50.34
51.24
51.23
51.23
50.90
50.90
50.57
51.23
50.91
50.90
50.57
50.57
51.09
51.46
51.72
51.22
51.00
50.83
50.66
50.49
50.33
49.94
51.31
51.31
50.97
50.97
50.64
50.64
50.64
50.97
50.97
51.31
52.36
52.15
51.94
51.73
51.79
53.19
53.20
53.19
53.20
53.19
53.20
52.52
52.62
53.12
52.97
53.02
52.52
52.61
53.07
53.11
53.07
53.11
53.12
51.86
50.90
52.56
52.64
52.64
52.64
52.64
52.64
52.64
52.06
52.56
52.45
52.40
51.92
52.06
51.96
52.56
52.47
52.51
52.56
52.11
51.66
52.68
51.82
52.80
52.96
52.58
51.45
52.62
52.82
52.78
52.70
52.51
51.26
51.52
51.18
52.45
52.34
52.57
52.63
52.65
52.22
51.73
52.32
52.91
52.60
52.32
52.40
52.21
52.64
52.48
52.10
51.85
51.25
51.05
50.89
50.73
50.57
50.41
50.12
51.34
51.34
51.01
51.01
50.68
50.68
50.68
51.01
51.01
51.34
52.39
52.19
51.98
51.73
51.48
53.23
53.23
53.23
53.23
53.23
53.23
53.06
53.15
53.07
53.03
53.06
53.06
53.15
53.06
53.15
53.06
53.15
53.15
53.39
52.58
53.68
54.07
54.25
54.07
54.25
54.07
54.25
53.68
53.68
53.58
53.58
53.58
53.67
53.58
53.67
53.58
53.58
53.67
53.18
52.61 52.68
52.67
52.84
52.65
52.65
52.85
52.52
52.75
52.68
52.81
52.88
52.96
52.96
52.88
52.97
52.87
52.93
52.85
52.86
52.78
52.89
52.79
51.90
51.80
52.76
52.95
53.42
53.34
52.85
53.08
51.79
51.58
51.68
52.80
52.44
52.12
51.60
52.60
52.28
51.96
52.86
52.86
52.86
52.53
52.53
52.20
52.86
52.53
52.53
52.20
52.20
52.71
53.08
53.34
52.89
52.67
52.49
52.32
52.14
51.97
51.69
52.98
52.98
52.65
52.65
52.31
52.31
52.31
52.65
52.65
52.98
53.59
53.29
53.00
54.06
53.23
54.87
54.87
54.87
54.87
54.87
54.87
54.29
54.29
54.29
54.29
54.29
54.29
54.29
54.29
54.29
54.29
54.29
54.29
52.68 52.68 53.45 53.45 54.17 54.17
53.90
54.00
53.59
53.50
54.02
53.92
53.58
53.72
53.24
53.23
53.19
53.66
51.94
52.10
51.62
51.57
51.56
52.02
52.85
52.89
53.29
53.16
53.23
52.83
53.40
53.97
52.58
52.43
51.88
51.75
52.58
52.47
52.30
52.59
52.43
51.85
51.72
52.45
52.29
52.37
53.88
53.72
53.08
52.96
53.87
53.72
54.94
54.07
53.90
53.70
53.83
52.28
52.44
52.48
52.33
52.30
52.46
52.57
52.42
52.03
53.61
53.76
53.82
53.98
53.36
52.47
52.68
54.07
53.26
50.52
50.66
48.69
48.93
50.18
50.39
51.70
51.90
51.81
52.09
50.29
50.55
48.77
49.03
50.37
50.62
49.97
50.26
49.88
49.99
4950
4950
4949
4951
4950
4952
4951
4955
4954
4953
4950
4951
53.57
53.05
52.96
53.29 52.97
51.47
51.37
51.15
51.00
50.75
50.63
50.20
50.54
50.45
49.78
50.18
51.89
48.96
48.92
48.75
50.12
48.59
48.91
51.78
51.56
51.41
51.35
51.67
51.32
50.92
51.19
50.79
50.56
50.38
51.38
51.81
51.80
51.88
51.84
51.46
51.37
51.12
51.00
50.80
50.63
50.54
50.15
51.16
50.10
50.26
50.43
50.48
51.42
51.71
52.33
52.55
52.66
53.05
53.10
52.70
52.34
52.58
52.21
51.97
51.84
51.81
52.88
52.63
1 6" STEP
1 6" STEP
1 6" STEP
2 6" STEPS
2 6" STEPS
2 6" STEPS
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
3 6" STEPS
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
BARNSTORMER STREET
52.78
53.32
52.94
51.12
51.71
51.34
51.70
51.16
51.33
53.00
52.39
52.63
52.08 HP
53.46 HP
51.94 HP
51.84 HP
51.90 HP
53.14 HP
53.29 HP
51.24 LP
50.05 LP
49.97 LP
48.11 LP
48.54 LP
50.02 LP
49.69 LP
1.3%
1.4%
0.4%
0.8%
1.7%
1.4%
1.0%
1.0%
1.3%
2.0%
1.0%
1.7%
3.1%
2.1%
1.0%
2.0%
3.7%
1.0%
0.8%
3.5%
2.1%
2.1%
48.53
48.20
48.87
48.96
1.0%
2.4%
0.8%
1.1%
51.18 HP
51.56 HP
50.41 HP
50.66 HP
51.55 HP
52.23 HP
51.30 HP
51.55 HP
51.55 HP
51.11 HP
52.20 HP
52.65 HP
FF=4955.07
FF=4954.96
FF=4953.44 FF=4953.34
FF=4953.40 FF=4953.44
FF=4954.64 FF=4954.66
1
1
2
2
3
3
1
1
2
3
3
2
1
1
2
2
3
3
1
1
2
3
3
2
1
1
2
2
3
3
1
1
2
3
3
2
1
1
2
2
3
3
1
1
2
3
3
2
53.22
51.58
51.61
52.80
54.17
52.68
52.54
52.57
52.58
52.69
52.56
53.98
53.86
52.55
52.67
53.97
54.08
52.81
53.00
53.23
51.42
51.63
51.88
52.01
51.76
51.54
53.65
53.39
53.17
54.09
53.74
53.64
53.99
53.51
53.41
52.31
52.21
53.86
53.76
54.44 HP
52.79 HP
52.73 HP
52.83 HP
52.88 HP
54.00 HP
54.08 HP
STAMP
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Planning. Architecture. Engineering.
O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_GR01-GR03_N.dwg - Jordan Deshon - 7/2/2019
HFH000013.20
07.03.19
# Date Issue / Description Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP GR01
PLANS
GRADING
JEP
NEW
ROTATION: 0°
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE
EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT,
PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATION.
2. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
3. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71).
4. CONTOURS SHOWN OUTSIDE OF STREET RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET
RIGHT-OF-WAY ARE FINISHED GRADE.
5. CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR
LANDSCAPE AREAS.
6. 4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED.
7. REVEGETATION SHALL BE PER THE APPROVED LANDSCAPE PLAN.
8. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE
INDIVIDUAL FOOTPRINTS ARE DETERMINED.
9. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR
STORM.
10. SOFT BOTTOM PAN AND ASSOCIATED UNDERDRAIN REQUIRED FOR SWALES LESS THAN 2% SLOPE.
11. DRIVEWAY SLOPES RANGE FROM 2% TO 10%.
PROPOSED STORM INLET
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LEGEND: NOTES:
LOT TEMPLATE A B
4550
50
NOTES FOR EXTERIOR ENTRY SIDEWALK STEPS
1. USE 5-1/2" RISERS AND/OR 7-1/2" RISERS AS NECESSARY
2. MAXIMUM RISER HEIGHT IS 7-1/2"
3. MINIMUM 5' LANDINGS BETWEEN DOUBLE OR SINGLE RISERS
AS DEPICTED ON PLAN.
4. LANDINGS SHALL BE 2% MAXIMUM SLOPE.
5. 12" TREADS (TYPICAL)
6. FOR HANDRAIL REQUIREMENTS REFER TO ARCHITECTURAL
DESIGN PLANS.
NOTES GARAGE STEPS
3 - 6-1/2" RISERS
3 - 7-1/2" RISERS
4 - 6-3/4" RISERS
1 - 6-1/4" RISERS
3 - 6-3/4" RISERS
4 - 6-1/2" RISERS
1
2
3
4
5
6
MATCHLINE-SEE SHEET GR02
GR01 GR02 GR03
MINOR AMENDMENT
MOSAIC TOWNHOMES
Line Over Text
7/23/19