HomeMy WebLinkAboutCOUNTRY CLUB RESERVE - FDP180030 - DOCUMENT MARKUPS - ROUND 5 - STREET RELATED DOCUMENT5070
5075
5080
5085
5090
5095
5070
5075
5080
5085
5090
5095
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
-2.20%
2.20%
-2.50%
-2.00%
-0.60%
2.00%
0.60%
PVI STA = 10+00.00
PVI ELEV = 5083.73
PVI STA = 10+13.83
PVI ELEV = 5083.42
PVI STA = 18+35.68
PVI ELEV = 5076.71
PVI STA = 18+18.85
PVI ELEV = 5076.29
PVI STA = 10+16.83
PVI ELEV = 5083.31
PVI STA = 10+19.83
PVI ELEV = 5083.42
PVI STA = 18+15.85
PVI ELEV = 5076.40
50.0' VC
PVI STA = 10+69.83
PVI ELEV = 5084.42
BVCS: 10+44.83
BVCE: 5083.92
EVCS: 10+94.83
EVCE: 5084.57
A.D. = 1.40
K = 35.71
95.0' VC
HP ELEV = 5084.78
HP STA = 11+37.55
PVI STA = 11+66.66
PVI ELEV = 5085.01
BVCS: 11+19.16
BVCE: 5084.72
EVCS: 12+14.16
EVCE: 5083.82
A.D. = 3.10
K = 30.65
50.0' VC
PVI STA = 17+65.85
PVI ELEV = 5077.40
BVCS: 17+40.85
BVCE: 5077.55
EVCS: 17+90.85
WINGED FOOT DR.
SEE SHEET R3
CARNOUSTIE DR.
SEE SHEET
R5
ROYAL TROON AVE.
P
P
WINGED FOOT DR.
SEE SHEET R3
30' -
53' R.O.W
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LOT 7 LOT 6 LOT 5
LOT 8
LOT 10 LOT 9
LOT 11
LOT 13
LOT 13
LOT 14
LOT 22
LOT 21
LOT 12
LOT 23
LOT 20
LOT 5
LOT 4
LOT 2
LOT 3
TRACT E
ACCESS & DRAINAGE
EASEMENT
BLOCK 6
BLOCK 5
BLOCK 9
LOT 3
LOT 4
LOT 2
LOT 1
LOT 12
LOT 11
BLOCK 10
6' PAN
R20'
R20'
R20'
R20'
6' UTILITY
EASEMENT (TYP.)
5' DRAINAGE AND
GRADING EASEMENT (TYP.)
10' MID-BLOCK
PAN
31" DRIVE-OVER
CURB AND GUTTER
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50
5075.82
5075.59
5076.22
5076.82
5077.42
5078.02
5079.86
5083.35
5076.04
5075.54
5075.14
5075.25
5075.77
5075.92
5076.07
5076.37
5076.52
5076.67
5076.97
5077.12
5077.27
5077.57
5077.72
5077.87
5078.21
5078.58
5079.13
5080.73
5081.60
5082.48
5084.23
5085.10
5085.83
2.20%
3.50%
-0.90%
0.60%
PVI STA = 31+77.42
PVI ELEV = 5085.88
PVI STA = 31+63.58
PVI ELEV = 5085.58
PVI STA = 24+59.27
PVI ELEV = 5074.94
50.0' VC
PVI STA = 24+29.26
PVI ELEV = 5075.55
BVCS: 24+04.26
BVCE: 5075.78
EVCS: 24+54.26
EVCE: 5075.05
A.D. = 1.10
K = 45.45
50.0' VC
PVI STA = 24+89.28
PVI ELEV = 5075.55
BVCS: 24+64.28
BVCE: 5075.05
EVCS: 25+14.28
EVCE: 5075.70
A.D. = 1.40
K = 35.71
100.0' VC
PVI STA = 29+57.42
PVI ELEV = 5078.36
BCVS: 29+07.42
BVCE: 5078.06
ECVS: 30+07.42
EVCE: 5080.11
A.D. = 2.90
K = 34.48
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
2.20%
3.50%
-0.90%
0.60%
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50
5075.23
5074.91
5075.64
5076.24
5076.86
5077.45
5078.67
5081.91
5075.36
5075.11
5074.98
5074.86
5075.11
5075.31
5075.49
5075.79
5075.94
5076.09
5076.39
5076.55
5076.71
5077.01
5077.16
5077.31
5077.60
5077.80
5078.15
5079.34
5080.16
5081.04
5082.82
5083.91
-1.14%
0.50%
0.80%
0.80%
0.60%
0.62%
0.59%
3.30%
3.50%
3.90%
4.30%
4.50%
4.70%
-0.80%
-0.50%
-1.29%
PVI STA = 23+68.39
PVI ELEV = 5075.41
PVI STA = 25+00.25
PVI ELEV = 5074.91
PVI STA = 25+55.60
PVI ELEV = 5075.35
PVI STA = 25+65.61
PVI ELEV = 5075.43
PVI STA = 27+06.12
PVI ELEV = 5076.28
PVI STA = 28+16.35
PVI ELEV = 5076.96
PVI STA = 30+44.06
PVI ELEV = 5079.96
PVI STA = 31+17.70
PVI ELEV = 5082.53
PVI STA = 31+27.70
PVI ELEV = 5082.92
PVI STA = 31+37.70
PVI ELEV = 5083.35
PVI STA = 31+66.12
PVI ELEV = 5084.63
PVI STA = 31+71.53
PVI ELEV = 5084.89
PVI STA = 23+75.51
PVI ELEV = 5075.36
PVI STA = 24+82.44
PVI ELEV = 5074.82
PVI STA = 23+64.11
PVI ELEV = 5075.46
106.0' VC
PVI STA = 29+83.09
PVI ELEV = 5077.94
BCVS: 29+30.09
BVCE: 5077.63
ECVS: 30+36.09
EVCE: 5079.69
A.D. = 2.71
K = 39.04
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50
5075.47
5075.27
5075.87
5076.46
5077.05
5077.65
5079.96
5083.56
5075.73
5075.19
5075.02
5075.14
5075.42
5075.57
5075.72
5076.02
5076.17
5076.32
5076.61
5076.75
5076.90
5077.20
5077.35
5077.50
5077.94
5078.42
5079.09
5080.83
5081.71
5082.59
5084.54
-0.90%
-1.20%
3.90%
-1.20%
-0.90%
0.50%
3.72%
3.50%
0.64%
0.60%
0.58%
0.60%
0.60%
PVI STA = 24+48.73
PVI ELEV = 5075.01
PVI STA = 24+38.69
PVI ELEV = 5075.06
PVI STA = 24+21.52
PVI ELEV = 5075.22
PVI STA = 31+27.47
PVI ELEV = 5084.63
PVI STA = 23+96.95
PVI ELEV = 5075.51
PVI STA = 23+90.92
PVI ELEV = 5075.58
PVI STA = 24+52.54
PVI ELEV = 5075.03
PVI STA = 24+97.05
PVI ELEV = 5075.25
PVI STA = 29+99.99
PVI ELEV = 5079.96
PVI STA = 30+73.64
PVI ELEV = 5082.53
PVI STA = 28+89.12
PVI ELEV = 5077.58
PVI STA = 27+92.13
PVI ELEV = 5077.00
PVI STA = 25+27.11
PVI ELEV = 5075.43
PVI STA = 26+40.31
PVI ELEV = 5076.11
99.4' VC
PVI STA = 29+45.92
PVI ELEV = 5077.94
BCVS: 28+96.23
BVCE: 5077.63
ECVS: 29+95.62
EVCE: 5079.79
A.D. = 3.09
K = 32.22
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
EXISTING RIGHT-OF-WAY
SIGN LEGEND:
PROPOSED STORM SEWER
PROPOSED STREET LIGHT
/ / / / / / / /
PROPOSED CURB & GUTTER
EXISTING EDGE OF ASPHALT
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. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
ST
STOP
R1-1
D3
STREET NAME
6"x30'
30"x30'
P
P
PROPOSED STOP
SIGN WITH STREET
NAME SIGNS
PROPOSED SIGN
LEGEND:
PROPOSED CENTERLINE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
Sheet
of 73
COUNTRY CLUB RESERVE 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
BID 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
DOUGLAS RD
TURNBERRY RD
CENTERLINE
ROYAL TROON AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
R8
PLAN AND PROFILE
ROYAL TROON AVENUE
49
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LINE
MATCH STA
23+50
LEFT FLOWLINE
ROYAL TROON AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R7 STA 23+50
RIGHT FLOWLINE
ROYAL TROON AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
R6
R8
R7
Line Over Text
Line Over Text
7/21/2020
EVCE: 5076.90
A.D. = 1.40
K = 35.71
75.0' VC
PVI STA = 13+77.55
PVI ELEV = 5079.73
BCVS: 13+40.05
BVCE: 5080.67
ECVS: 14+15.05
EVCE: 5079.51
A.D. = 1.90
K = 39.47
PROPOSED
GRADE
EXISTING
GROUND
5083.73
5083.53
5084.02
5084.40
5084.61
5084.75
5084.75
5084.55
5084.14
5083.55
5082.92
5082.30
5081.67
5081.05
5080.43
5079.95
5079.63
5079.45
5079.30
5079.15
5079.00
5078.85
5078.70
5078.55
5078.40
5078.25
5078.10
5077.95
5077.80
5077.65
5077.49
5077.19
5076.72
5076.47
PROPOSED
GRADE
EXISTING
GROUND
WINGED FOOT DR.
SEE SHEET R2
ROYAL TROON AVE.
SEE SHEET R8
30'
-
4.5' SIDEWALK
CARNOUSTIE DR.
4.5' SIDEWALK
53' ROW
WINGED FOOT DR.
SEE SHEET R2
P
P
9' UTILITY EASEMENT
9' UTILITY EASEMENT
R20'
R20'
R20'
R20'
ROYAL TROON AVE.
SEE SHEET R8
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
6' UTILITY
EASEMENT (TYP.)
LOT 19
LOT 18
LOT 16
LOT 13
LOT 14
LOT 17
LOT 15
LOT 13
LOT 17
LOT 15
LOT 19
LOT 21
LOT 18
LOT 16
LOT 20
LOT 14
LOT 1
LOT 7
LOT 8
LOT 4
LOT 3
LOT 2
LOT 5
LOT 4
LOT 6
BLOCK 10
BLOCK 10
BLOCK 9
31" DRIVE-OVER
CURB AND GUTTER
31" DRIVE-OVER
CURB AND GUTTER
5070
5075
5080
5085
5090
5095
5070
5075
5080
5085
5090
5095
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
PROPOSED
GRADE
EXISTING
GROUND
5083.30
5083.69
5083.98
5084.20
5084.35
5084.29
5083.98
5083.43
5082.78
5082.16
5081.53
5080.90
5080.28
5079.73
5079.33
5079.10
5078.95
5078.80
5078.64
5078.49
5078.33
5078.18
5078.02
5077.87
5077.71
5077.56
5077.41
5077.26
5077.11
5076.93
5076.68
-0.60%
-0.60% -0.60%
-0.62%
-2.75%
-2.50%
0.66%
1.00% 1.00%
1.80%
1.40%
-1.00%
-1.40%
PVI STA = 10+16.83
PVI ELEV = 5083.15
PVI STA = 10+35.00
PVI ELEV = 5083.48
PVI STA = 10+61.05
PVI ELEV = 5083.84
PVI STA = 10+70.54
PVI ELEV = 5083.94
PVI STA = 10+92.62
PVI ELEV = 5084.16
PVI STA = 12+09.89
PVI ELEV = 5083.16
PVI STA = 14+55.60
PVI ELEV = 5078.76
PVI STA = 16+68.35
PVI ELEV = 5077.45
PVI STA = 17+20.33
PVI ELEV = 5077.13
PVI STA = 17+43.15
PVI ELEV = 5077.00
PVI STA = 17+81.58
PVI ELEV = 5076.61
PVI STA = 17+98.60
PVI ELEV = 5076.38
86.4' VC
HP ELEV = 5084.36
HP STA = 11+31.50
PVI STA = 11+57.92
PVI ELEV = 5084.59
BVCS: 11+14.74
BVCE: 5084.30
EVCS: 12+01.11
EVCE: 5083.40
A.D. = 3.42
K = 25.27
75.0' VC
PVI STA = 13+63.61
PVI ELEV = 5079.31
BCVS: 13+26.11
BVCE: 5080.25
ECVS: 14+01.11
EVCE: 5079.09
A.D. = 1.90
K = 39.47
PROPOSED
GRADE EXISTING
GROUND
5070
5075
5080
5085
5090
5095
5070
5075
5080
5085
5090
5095
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
5083.59
5083.83
5084.03
5084.17
5084.31
5084.35
5084.22
5083.92
5083.45
5082.85
5082.23
5081.60
5080.98
5080.35
5079.78
5079.37
5079.12
5078.96
5078.81
5078.67
5078.52
5078.38
5078.23
5078.08
5077.94
5077.79
5077.65
5077.50
5077.35
5077.20
5077.02
5076.77
5076.49
-2.00%
0.55%
1.04%
-1.00%
-2.29%
-2.50%
0.90%
0.55%
-0.60%
-0.58%
-0.60%
-0.80%
PVI STA = 10+16.83
PVI ELEV = 5083.50
PVI STA = 10+34.97
PVI ELEV = 5083.69
PVI STA = 10+70.55
PVI ELEV = 5084.01
PVI STA = 10+97.04
PVI ELEV = 5084.16
PVI STA = 12+37.76
PVI ELEV = 5083.16
PVI STA = 14+83.47
PVI ELEV = 5078.76
PVI STA = 17+09.38
PVI ELEV = 5077.45
PVI STA = 17+61.36
PVI ELEV = 5077.13
PVI STA = 17+74.37
PVI ELEV = 5077.03
PVI STA = 18+21.74
PVI ELEV = 5076.56
PVI STA = 18+39.56
PVI ELEV = 5076.20
103.6' VC
HP ELEV = 5084.36
HP STA = 11+43.65
PVI STA = 11+75.40
PVI ELEV = 5084.59
BVCS: 11+23.58
BVCE: 5084.30
EVCS: 12+27.21
EVCE: 5083.40
A.D. = 2.84
K = 36.44
75.0' VC
PVI STA = 13+91.48
PVI ELEV = 5079.31
BCVS: 13+53.98
BVCE: 5080.25
ECVS: 14+28.98
EVCE: 5079.09
A.D. = 1.90
K = 39.47
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
Sheet
of 73
COUNTRY CLUB RESERVE 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
BID 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
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
SIGN LEGEND:
PROPOSED STORM SEWER
PROPOSED STREET LIGHT
/ / / / / / / /
PROPOSED CURB & GUTTER
EXISTING EDGE OF ASPHALT
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. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
ST
STOP
R1-1
D3
STREET NAME
6"x30'
30"x30'
P
P
PROPOSED STOP
SIGN WITH STREET
NAME SIGNS
PROPOSED SIGN
LEGEND:
PROPOSED CENTERLINE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
CENTERLINE
CARNOUSTIE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
R5
PLAN AND PROFILE
CARNOUSTIE DRIVE
46
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
R5
LEFT FLOWLINE
CARNOUSTIE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
CARNOUSTIE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
Line Over Text
7/21/2020