HomeMy WebLinkAboutHANSEN FARM - FDP190010 - DOCUMENT MARKUPS - ROUND 2 - STREET RELATED DOCUMENT (7)∆
FALLEN BRANCH DR
KNOBBY
PINE DR
SEE SHT
R6
VERTICAL
CURB & GUTTER
9' UTILITY EASEMENT
4.5' SIDEWALK
STOP SIGN w/
STREET NAME
9' UTILITY EASEMENT
4.5' SIDEWALK
LOT 25
LOT 2
TRACT G
D,U&PAE
LOT 5
LOT 4
LOT 3
LOT 1
LOT 2
LOT 21
LOT 18
LOT 22
LOT 20
LOT 19 LOT 17
LOT 23
LOT 24
LOT 2
LOT 1
LOT 4
LOT 3
DRIVE-OVER
CURB & GUTTER
STA. = 14+58.41
(FALLEN BRANCH DR)
STA. = 22+14.93
(KNOBBY PINE DR)
STA. = 12+42.95
(FALLEN BRANCH DR)
STA. = 19+08.87
(ALLEY)
12' CONCRETE
PAN
BLOCK 14
BLOCK 4
TRACT I
D,U&PAE
TRACT F
DRAINAGE, UTILITY &
PEDESTRIAN ACCESS
EASEMENT
KNOBBY
PINE DR
SEE SHT
R6
FLOATING
LEAF DR
HAPPY WOODLAND DR
KNOBBY PINE DR
70.28
70.57
70.85
71.40
72.04
72.43
72.76
71.88
71.54
71.21
71.73
72.10
72.48
70.77
70.25
73.30
72.77
2.3%
2.3%
2.3%
2.3%
2.3%
2.5%
2.4%
2.7%
2.1%
71.20
71.64
2.4%
2.4%
2.5%
2.3%
2.5%
73.00
72.48
2.3%
71.14
70.61
2.4%
2.2%
2.3%
72.65
72.11
1.2%
1.1%
0.9%
0.6%
0.6%
1.0%
1.5%
1.4%
1.5% 1.5%
1.9%
1.9%
1.5% 1.5% 1.2%
1.5%
1.5%
1.1%
16" W 16" W
16" W 16" W 16" W
16" W
CTV
CTV
CTV
VAULT
F.O.
T
VAULT
F.O.
X
8" W
T S
T S
T S
T S
ZEPHYR ROAD
TIMBERLINE RD
BURLY TREE DR
TRACT M
D&UE
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
VERTICAL CURB &
GUTTER
76' ROW
54' FL-FL
STORM DRAIN E
STORM DRAIN A
END PROPOSED
ROADWAY
PROPERTY
BOUNDARY
UTILITY AND TEMPORARY
CONSTRUCTION EASEMENT
(BY SEPARATE DOCUMENT)
ROW DEDICATION
(BY SEPARATE DOCUMENT)
9' UTIL ESMT
5' SIDEWALK
9' UTIL ESMT
5' SIDEWALK
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
11+00
4955
4956
4960
4964
4968
4972
4955
4956
4960
4964
4968
4972
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
11+50
4955
4956
4960
4964
4968
4972
4955
4956
4960
4964
4968
4972
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
12+00
4955
4956
4960
4964
4968
4972
4955
4956
4960
4964
4968
4972
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
12+50
4955
4956
4960
4964
4968
4972
4955
4956
4960
4964
4968
4972
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
13+00
4955
4956
4960
4964
4968
4972
4955
4956
4960
4964
4968
4972
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
13+50
4955
4956
4960
4964
4968
4972
4955
4956
4960
4964
4968
4972
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
14+00
4955
4956
4960
4964
4968
4972
4955
4956
4960
4964
4968
4972
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
14+50
4955
4956
4960
4964
4968
4972
4955
4956
4960
4964
4968
4972
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
15+00
4955
4956
4960
4964
4968
4972
4955
4956
4960
4964
4968
4972
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
15+50
4955
4956
4960
4964
4968
4972
4955
4956
4960
4964
4968
4972
-40 -20 0 20 40
-2.00%
-1.93%
-2.03%
-2.03%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
4962.1
4961.55
4962.1
4961.52
4962.6
4961.89
4963.0
4962.69
4963.5
4963.90
4964.0
4965.40
4964.9
4966.89
4965.5
4968.10
4968.2
4968.89
4969.2
4969.26
EXISTING
GROUND
PROPOSED
GROUND
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6. PROPOSED EMERGENCY ACCESS GATE AT EAST END OF TWISTED ROOT DR SHALL
REMAIN UNTIL COMPLETION OF THE CAPITAL IMPROVEMENTS ALONG TIMBERLINE
RD OR OTHERWISE REMOVED BY THE CITY OF FORT COLLINS.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
Sheet
of 74
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
XS2
CROSS-SECTIONS
ZEPHYR ROAD
56
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
XS2
6/18/19
**All circled are line over text.**
1.1%
1.1% 1.5% 1.2%
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
FLOATING LEAF DR
HAPPY WOODLAND DR
72.63
72.44
72.25
71.91
72.80
72.17
72.62
72.03
71.87
72.37
71.01
71.32
71.57
73.12
72.59
72.09
71.80
71.50
70.98
2.3%
2.3%
2.2%
2.5%
2.9%
2.7%
2.1%
2.3% 2.3%
2.2%
2.4%
2.4%
2.4%
73.00
72.47
2.3%
2.4%
72.88
72.31
71.85
71.32
71.69
72.18
71.66
2.3% 2.2%
2.2%
0.5%
0.8%
0.8%
0.8%
0.5%
0.5%
0.7%
1.0%
1.4%
1.4%
1.2%
1.1%
0.6% 0.9%
1.4%
1.3%
1.4%
1.4%
1.2%
1.0%
0.7%
0.5% 0.5% 0.5%
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
KNOBBY PINE DR
KNOBBY PINE DR
67.45
67.33
67.21
66.96
66.71
66.59
66.47
66.91
67.00
67.10
67.74
67.62 67.50
67.95
67.42
66.96
66.43
66.85
67.11
2.3% 2.3%
2.6%
2.8%
3.0%
2.4%
67.17
66.62
67.87
67.30
67.18
67.79
67.37
66.79
2.4%
2.6%
2.2%
2.4%
2.1%
2.3% 2.5%
2.3% 2.3%
2.0% 2.8%
2.5%
2.4%
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
FALLEN BRANCH DR
BURLY TREE DR
BLOCK LOT 23 3
TRACT G
D,U&PAE
TRACT A
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
64.11
64.43
64.74
64.89
64.17
64.08
63.76
65.27
64.78
64.40
64.66
64.17
64.50
64.67
64.36
63.55
63.03
63.06
2.3%
2.2%
82' CROWN TRANSITION
2.3% 2.3%
2.3%
2.3%
2.3%
2.0%
2.0%
0.6%
0.6%
1.2%
2.3%
2.0%
1.0%
2.2%
1.0% 0.6%
1.0%
0.6%
64.25
FALLEN BRANCH DR
KNOBBY PINE DR
LOT 1
LOT 18
BLOCK LOT 17 3
BLOCK 2
TRACT J
OPEN SPACE
TRACT N
OPEN SPACE
TRACT I
D,U&PAE
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
64.28
63.76
63.89
63.68
63.01
63.32
63.08
62.84
64.29
63.89
63.78
63.68
63.01
63.34
63.10
62.87
63.84
64.78
63.29
63.29
0.5%
1.6%
63.37
3.0%
2.0%
2.0%
0.5%
2.2% 1.6%
0.8%
1.6%
1.6%
0.7%
3.0%
0.5%
63.76
0.8% 1.8%
90.5' CROWN TRANSITION
64.19
64.68
64.16
2.2% 2.3%
63.78
2.2% 1.6%
1.8%
1.5%
1.5%
0.7%
1.7%
0.7%
2.3%
2.3%
2.3% 2.3%
2.2%
2.3%
90.5' CROWN TRANSITION
63.63
64.12
63.63
2.3% 2.3%
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6. PROPOSED EMERGENCY ACCESS GATE AT EAST END OF TWISTED ROOT DR SHALL
REMAIN UNTIL COMPLETION OF THE CAPITAL IMPROVEMENTS ALONG TIMBERLINE
RD OR OTHERWISE REMOVED BY THE CITY OF FORT COLLINS.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
Sheet
of 74
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
INT1
INTERSECTION DETAILS
53
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
A INTERSECTION DETAIL B INTERSECTION DETAIL
C INTERSECTION DETAIL
D INTERSECTION DETAIL E INTERSECTION DETAIL
A B
C D
E
F H
I
J
K
Text Over Text
6/18/19
SEE SHT
R2
FLOATING
LEAF DR
SEE SHT
R2
59' ROW
36' FL-FL
R20'
R20'
R20'
R20'
STOP SIGN w/
STREET NAME
STOP SIGN w/
STREET NAME
PROPOSED
TYPE III
BARRICADE
2'x3' RCBC
FUTURE
FALLEN
BRANCH DR
END PROPOSED
ROADWAY
PROPERTY
BOUNDARY
UTILITY AND TEMPORARY
CONSTRUCTION EASEMENT
(BY SEPARATE DOCUMENT)
∆
∆
ALLEY
STA. = 10+00.00
(FALLEN BRANCH DR)
STA. = 18+43.54
(BURLY TREE DR)
ROW DEDICATION
(BY SEPARATE DOCUMENT)
5.58' PARKWAY
6.5' PARKWAY
DRIVE-OVER
CURB & GUTTER
DRIVE-OVER
CURB & GUTTER
4.5' SIDEWALK
5.58' PARKWAY
4.5' SIDEWALK
5.58' PARKWAY
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
END PROPOSED ROADWAY
STA.=16+62.13
EL. = 4971.655
4966.99
4964.86
4962.74
4961.67
4961.61
4962.68
4966.74
4973.11
4966.47
4965.94
4965.39
4964.35
4963.79
4963.23
4962.41
4962.11
4961.82
4961.51
4961.49
4961.55
4961.71
4961.93
4962.14
4963.70
4964.71
4965.73
4967.92
4970.99
4972.33
4973.89
4974.02
4974.01
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
FUTURE
GRADE
24"x36" RCBC
STA.=16+58.79
INV.=4967.93
0.50%
4.00%
4.40%
-2.25%
-0.53%
-1.23%
PVI STA = 10+00.00
PVI ELEV = 4964.89
PVI STA = 10+16.42
PVI ELEV = 4964.52
PVI STA = 12+62.91
PVI ELEV = 4962.14
PVI STA = 12+68.91
PVI ELEV = 4961.99
PVI STA = 12+74.91
PVI ELEV = 4962.14
PVI STA = 15+71.41
PVI ELEV = 4967.67
75.0' VC
PVI STA = 12+25.41
PVI ELEV = 4962.82
BVCS: 11+87.91
BVCE: 4963.02
EVCS: 12+62.91
EVCE: 4962.14
A.D. = 1.29
K = 58.19
75.0' VC
PVI STA = 13+12.41
PVI ELEV = 4962.83
BVCS: 12+74.91
BVCE: 4962.14
EVCS: 13+49.91
EVCE: 4963.01
A.D. = 1.34
K = 56.15
208.0' VC
HP ELEV = 4973.35
HP STA = 17+44.55
PVI STA = 17+60.55
PVI ELEV = 4975.99
BVCS: 16+56.55
BVCE: 4971.42
A.D. = 10.40
K = 20.00
75.0' VC
PVI STA = 11+00.22
PVI ELEV = 4963.49
BCVS: 10+62.72
BVCE: 4963.95
ECVS: 11+37.72
EVCE: 4963.29
A.D. = 0.70
K = 107.41
105.0' VC
PVI STA = 14+70.00
PVI ELEV = 4963.61
BCVS: 14+17.50
BVCE: 4963.35
ECVS: 15+22.50
EVCE: 4965.71
A.D. = 3.50
K = 30.00
0.50%
4.00%
4.40%
-2.25%
-0.53%
-1.23%
PVI STA = 10+00.00
PVI ELEV = 4964.89
PVI STA = 10+16.42
PVI ELEV = 4964.52
PVI STA = 12+62.91
PVI ELEV = 4962.14
PVI STA = 12+68.91
PVI ELEV = 4961.99
PVI STA = 12+74.91
PVI ELEV = 4962.14
PVI STA = 15+71.41
PVI ELEV = 4967.67
75.0' VC
PVI STA = 12+25.41
PVI ELEV = 4962.82
BVCS: 11+87.91
BVCE: 4963.02
EVCS: 12+62.91
EVCE: 4962.14
A.D. = 1.29
K = 58.19
75.0' VC
PVI STA = 13+12.41
PVI ELEV = 4962.83
BVCS: 12+74.91
BVCE: 4962.14
EVCS: 13+49.91
EVCE: 4963.01
A.D. = 1.34
K = 56.15
208.0' VC
HP ELEV = 4973.35
HP STA = 17+44.55
PVI STA = 17+60.55
PVI ELEV = 4975.99
BVCS: 16+56.55
BVCE: 4971.42
A.D. = 10.40
K = 20.00
75.0' VC
PVI STA = 11+00.22
PVI ELEV = 4963.49
BCVS: 10+62.72
BVCE: 4963.95
ECVS: 11+37.72
EVCE: 4963.29
A.D. = 0.70
K = 107.41
105.0' VC
PVI STA = 14+70.00
PVI ELEV = 4963.61
BCVS: 14+17.50
BVCE: 4963.35
ECVS: 15+22.50
EVCE: 4965.71
A.D. = 3.50
K = 30.00
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
4963.07
4962.50
4962.01
4962.73
4964.12
4968.03
4972.14
4963.61
4963.31
4962.88
4962.75
4962.62
4962.28
4962.06
4961.92
4962.22
4962.45
4962.60
4962.85
4963.07
4963.49
4964.96
4965.95
4966.95
4969.13
4970.23
4971.31
4972.65
4972.86
4972.75
-0.50%
0.50%
4.00%
4.40%
-0.90%
-0.50%
-1.23%
0.50%
0.90%
PVI STA = 10+38.00
PVI ELEV = 4963.76
PVI STA = 12+02.27
PVI ELEV = 4962.49
PVI STA = 12+53.13
PVI ELEV = 4962.03
PVI STA = 12+78.13
PVI ELEV = 4961.90
PVI STA = 13+03.13
PVI ELEV = 4962.03
PVI STA = 13+56.46
PVI ELEV = 4962.51
PVI STA = 15+80.63
PVI ELEV = 4967.18
208.0' VC
HP ELEV = 4972.86
HP STA = 17+53.77
PVI STA = 17+69.77
PVI ELEV = 4975.50
BVCS: 16+65.77
BVCE: 4970.92
A.D. = 10.40
K = 20.00
75.0' VC
PVI STA = 11+00.22
PVI ELEV = 4963.00
BCVS: 10+62.72
BVCE: 4963.46
ECVS: 11+37.72
EVCE: 4962.81
A.D. = 0.73
K = 102.57
105.0' VC
PVI STA = 14+79.22
PVI ELEV = 4963.12
BCVS: 14+26.72
BVCE: 4962.86
ECVS: 15+31.72
EVCE: 4965.22
A.D. = 3.50
K = 30.00
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
END PROPOSED ROADWAY
STA.=16+71.35
EL. = 4971.162
FUTURE
GRADE
24"x36" RCBC
STA.=16+67.25
INV.=4967.90
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
4963.03
4962.39
4962.28
4962.78
4964.72
4968.84
4972.55
4963.84
4963.36
4962.83
4962.68
4962.54
4962.26
4962.13
4962.16
4962.41
4962.53
4962.66
4962.96
4963.34
4963.92
4965.69
4966.69
4967.74
4969.94
4971.04
4971.95
4972.83
4972.81
4972.47
-0.50%
0.50% 0.50%
4.00%
4.40%
-2.37%
-0.66%
-0.57%
PVI STA = 10+38.00
PVI ELEV = 4964.12
PVI STA = 11+35.26
PVI ELEV = 4962.76
PVI STA = 12+17.21
PVI ELEV = 4962.29
PVI STA = 12+59.69
PVI ELEV = 4962.08
PVI STA = 13+03.19
PVI ELEV = 4962.30
PVI STA = 15+62.19
PVI ELEV = 4967.18
75.0' VC
PVI STA = 10+79.34
PVI ELEV = 4963.13
BCVS: 10+41.84
BVCE: 4964.02
ECVS: 11+16.84
EVCE: 4962.88
A.D. = 1.71
K = 43.92
105.0' VC
PVI STA = 14+59.83
PVI ELEV = 4963.08
BCVS: 14+07.33
BVCE: 4962.82
ECVS: 15+12.33
EVCE: 4965.18
A.D. = 3.50
K = 30.00
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
END PROPOSED ROADWAY
STA.=16+52.91
EL. = 4971.162
FUTURE
GRADE
24"x36" RCBC
STA.=16+50.33
INV.=4967.96
208.0' VC
HP ELEV = 4972.86
HP STA = 17+35.33
PVI STA = 17+51.33
PVI ELEV = 4975.50
BVCS: 16+47.33
BVCE: 4970.92
A.D. = 10.40
K = 20.00
Sheet
of 74
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R8
PLAN AND PROFILE
FALLEN BRANCH DR
43
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6. PROPOSED EMERGENCY ACCESS GATE AT EAST END OF TWISTED ROOT DR SHALL
REMAIN UNTIL COMPLETION OF THE CAPITAL IMPROVEMENTS ALONG TIMBERLINE
RD OR OTHERWISE REMOVED BY THE CITY OF FORT COLLINS.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
CENTERLINE
FALLEN BRANCH DR
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
18+00
SEE SHT
R9
MATCH LINE SEE SHEET R9 STA 18+00
R8
R9
LEFT FLOWLINE
FALLEN BRANCH DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R9 STA 18+00
RIGHT FLOWLINE
FALLEN BRANCH DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R9 STA 18+00
Line Over Text &
Text Over Text
6/18/19