HomeMy WebLinkAboutCAPSTONE COTTAGES - PDP - PDP140004 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSLEMAY AVENUE
LINCOLN AVENUE
BUCKINGHAM ST.
WEBSTER AVE.
DUFF DR.
N LINK LN.
12TH ST.
E VINE DR.
LEMAY AVENUE / LINCOLN AVENUE
(FOUR-LANE ARTERIAL STREET - 115' R.O.W.)
115' ROW
DUFF DRIVE
(MINOR COLLECTOR STREET - 76' R.O.W.)
76' ROW
25' {}-50' {}-{}
12' TRAVEL
12' TRAVEL
INTERNATIONAL BOULEVARD
(TWO-LANE ARTERIAL STREET - 84' R.O.W.)
84' ROW
26' {}-52' {}-{}
9' UTILITY
EASEMENT
8' BIKE LN.
19' CENTER
MEDIAN
12' TRAVEL
12' TRAVEL
8' BIKE LN.
19' CENTER
MEDIAN
15' UTILITY
EASEMENT
12' CENTER
12' TRAVEL
15' UTILITY
EASEMENT
8' BIKE LN.
12' TRAVEL
8' BIKE LN.
15' UTILITY
EASEMENT
11' TRAVEL
6' BIKE LN.
8' PARKING
11' TRAVEL
6' BIKE LN.
8' PARKING
9' UTILITY
EASEMENT
25' {}-
15' UTILITY
EASEMENT
WEBSTER AVENUE
(RESIDENTIAL LOCAL STREET - 51' R.O.W.)
51' ROW
15' {}30' {-}-{}
9' UTILITY
EASEMENT
15' TRAVEL
C001
CONSTRUCTION NOTES
GENERAL AND A. Reese
A. Boese
N/A
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
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NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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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
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:
4941
4942
4943
12" SS 12" SS
8" SS 12" SS
8" SS 8" SS
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
24" W
24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
x
x
x x x x
x
UG
T
12" W 12" W 12" W
24" W 24" W
W
Vent Pipe
W
x
x
x
x x x
x x
UG UG UG UG
UG UG UG UG
UG UG UG UG
UG UG UG UG
T
T
T
T
T
W
H Y
D
C
x x
x
x
24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
24" W
D
D
10" SS 10" SS 10" SS 10" SS 10" SS 10" SS
S
6" W 6" W 6" W 6" W 6" W 6" W 6" W
6" W 6" W 6" W
S
S
10" SS 10" SS 10" SS
X
X
X
X
X
X
X
X
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
H
Y D
T
T
DUFF DRIVE
(60' R.O.W.)
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EXISTING CONCRETE
TO BE REMOVED
EXISTING DITCH
TO BE REMOVED
EXISTING WALL
TO BE REMOVED
EXISTING TREE
TO BE REMOVED (TYP.)
EXISTING WOOD
POST BARRICADE
EXISTING 8" AC
ELCO WATER LINE
EXISTING FIRE HYDRANT
EXISTING 36'
-
C102
EXISTING CONDITIONS
A. Reese
A. Boese
1"=40'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
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4935
4936
4937
4938
4936
4937
4940
4938
4939
OHE OHE OHE OHE OHE OHE
S
C
C
SS
WV
E
E
E
12" W 12" W 12" W 12" W 12" W 12" W
12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W 12" W 12" W 12" W 12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W 12" W 12" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
W
W
W
WM
W W W W W W
24" W 24" W
24" W
24" W
24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
G G
G G
G
G
G G G G G G
G
G
G
G
4932
4933
4934
4932
4933
4934
4935
4934
4936
4937
4938
WV
8" W
8Ř W 8Ř W
12" W 12" W 12" W 12" W
6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W
H
Y D
H
Y D
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
E
E
E E
E
W W W
W W
W W
W
W
W
E
E
E
E
E
E E E
E E
E
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / /
WEBSTER DRIVE
(60' R.O.W.)
LINCOLN AVENUE
(115' R.O.W.)
DUFF DRIVE
(60' R.O.W.)
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EXISTING 12" AC
ELCO WATER LINE
EXISTING 8" CITY
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TELE
TEL�E
TELE
��
T
T
12" SS
8" SS
x
x
x x x x
x x
x x
x x
x
x
x x x
x x
x x
x
x
R
R
R R
H
B
B
��� 4
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��� 4
������ ������ ��
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12" SS
8" SS
OHE OHE OHE
S
C
C
WV
E
E
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W 12" W 12" W 12" W
12" W 12" W 12" W
12" W
12" W
12" W
12" W
12" W
8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
WM
WM
W W W
24" W
24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
G
G
G G G
G
G
E
x
x
x x x x
x x
x x
x x
UG UG UG
UG UG UG UG
T
OH OH OH OH OH OH
12" W 12" W 12" W
24" W 24" W
W
Vent Pipe
W
x
x
x x x
x x
UG UG UG UG
UG UG UG UG
UG UG UG UG
UG UG UG UG
T
T
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
SS SS SS SS
TELE
�
D
�
SS SS SS SS SS SS SS
BLDG 1
BLDG 2
BLDG 3
BLDG 4
BLDG 5
BLDG 6
BLDG 7
BLDG 8
BLDG 9
BLDG 10
BLDG 11
BLDG 12
BLDG 13
BLDG 14
BLDG 15
BLDG 16
BLDG 18
BLDG 19
BLDG 20
BLDG 21
BLDG 22 BLDG 17
BLDG 23
BLDG 24
BLDG 25
BLDG 26
BLDG 18
BLDG 16
BLDG 15
BLDG 18
BLDG 17
BLDG 1
BLDG 2
12" SS 12" SS
8" SS 12" SS
8" SS 8" SS
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
24" W
24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
x
x
x x x x
x
UG
T
12" W 12" W 12" W
24" W 24" W
W
Vent Pipe
W
x
x
x
x x x
T
T
BLDG 9
BLDG 8
BLDG 7
BLDG 15
BLDG 9
BLDG 14
BLDG 5
BLDG 13
BLDG 12
BLDG 11
BLDG 4
BLDG 8
BLDG 6
BLDG 10
BLDG 1
BLDG 7
BLDG 3
BLDG 2
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
H
Y D
S
S
S S
S
S
S
S
S
S S
S
S S
S
S
W W
W
W
W
W
W
W W
W
W
W
W
W
W
S
W
W
UD UD UD UD UD
W
3" PVC WATER
3" PVC WATER
8" PVC WATER
8" PVC WATER 8" PVC WATER
FIRE HYDRANT
FIRE
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / /
/ / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS
W W W
W W W
W
W W W W W
W W
E E
E
E
E
E
E
E
E
E
E
E
E
E
D
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / /
E
E
E E
E
W W W
W W
W W
W
W
W
E
E
E
E
E
E E E
E E
E
BLDG 8
BLDG 7
BLDG 4
BLDG 3
BLDG 5
BLDG 2
BLDG 6
BLDG 8
BLDG 7
BLDG 3
BLDG 1
BLDG 6
BLDG 4
BLDG 5
BLDG 9
BLDG 6
BLDG 8
BLDG 5
BLDG 10
BLDG 4
BLDG 7
BLDG 1
BLDG 2
WV
8" W
8Ř W 8Ř W
12" W 12" W 12" W 12" W
6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W
H
Y D
H
Y D
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
WEBSTER AVENUE
(60' EXISTING ROW)
INTERNATIONAL BOULEVARD
LINCOLN AVENUE
S
C
C
x
x
x x x x
x x
x x
x x
OH OH OH OH OH OH
x
x
x x x
x x
x x
x
x
R
R
R R
H
B
B
36" RCP
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
D
TELE
TEL�E
TELE
D
T
T
D
D
36
37
38
35
34
36
37
35
36
35
36
36
4941
4942
4943
24" W
x
x
x x x x
x
T
x
x
x
x x x
x x
T
T
T
T
T
C
x x
x
x
24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
24" W
D
D
X
X
X
X X
X X
X X
X
X
X
TELE
D
45
43
44
43
44
44
41
41
41
41
41
42
43
43
44
42
43
44
41
41
42
43
FUTURE 115' ROW
T
T
36
37
40
36
37
38
39
41
42
43
39
39
40
39
41
40
41
42
43
38
39
BLDG 14
FFE=40.94
BLDG 11
FFE=40.09
BLDG 12
FFE=40.20
BLDG 13
FFE=40.98
BLDG 1
FFE=44.04
BLDG 2
FFE=43.42
BLDG 3
FFE=42.24
BLDG 4
FFE=42.24
BLDG 5
FFE=41.52
BLDG 6
FFE=40.97
BLDG 7
FFE=40.11
BLDG 10
FFE=38.62
BLDG 7
FFE=37.84
BLDG 8
FFE=37.60
BLDG 9
FFE=37.69
BLDG 9
FFE=39.17
BLDG 8
FFE=39.79
9' UTILITY EASEMENT
15' UTILITY EASEMENT
4935
4936
4937
4938
4936
4937
4940
4938
4939
C
C
R
R
R R
H
B
B
36" RCP
24" W 24" W 24" W 24" W 24" W 24" W 24" W
24" W 24" W 24" W 24" W 24" W 24" W
X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
D
TELE
TEL�E
D
D
42
43
37
40
39
40
40
38
39
39
41
41
41
42
40
39
41
38
4932
4933
4934
4932
4933
4934
4935
4934
4936
4937
4938
X
X
X
X
X
X
X
X
X
X
X
36
37
38
35
34
36
37
35
36
35
36
36
35
34
36
38
39
39
39
39
35
34
36
37
38
37
38
39
39
38
38
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
LINCOLN AVENUE
BLDG 10
FFE=38.62
BLDG 6
FFE=39.68
R R
HB
36" RCP
24" W
24" W
24" W
24" W
24" W
24" W 24" W
24" W 24" W
24" W
24" W
24" W
24" W 24" W
24" W
X
X
X X
X
X
X X
X
X
X
X
TELE
�
W
38+00
39+00
40+00
41+00
42+00
43+00
44+00
45+00
46+00
STA: 37+30.17
L
=
1018
.
4
2
',
R
=
1
07
5
.
00
'
∆
=
5
4
.
2
8
D
D
10" SS 10" SS
10" SS
6" W
S
D
UD
UD
UD UD
46+00
47+00
48+00
49+00
50+00 51+00
52+00
53+00
54+00
55+00
STA: 54+76.26
STA: 47+48.59
N37� 27' 48"E
727.67'
FUTURE
32' FL-FL
FUTURE
32' FL-FL
PROPOSED
115' ROW
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REALIGNED LEMAY AVENUE
FUTURE
DUFF DRIVE
(SEE SHEETC505)
STA.=50+10.09 (LEMAY AVENUE)
STA.=19+47+10 (DUFF DRIVE)
FUTURE
DUFF DRIVE
(SEE SHEETC505)
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
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FUTURE 15' UTILITY EASEMENT
FUTURE 15' UTILITY EASEMENT
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 6' SIDEWALK
4935
4940
4945
4950
4955
4960
4935
4940
56+00
57+00
58+00
59+00
60+00
61+00
62+00
63+00
64+00
STA: 61+71.42
N00� 34' 27"E
482.42'
L
=
695
.
1
5
'
,
R
=
1
0
7
9
.
7
0
'
∆
=
36
.
8
9
�
N00� 34' 27"E
482.42'
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REALIGNED LEMAY AVENUE
F
U
T
UR
E
6
' S
I
DE
W
A
L
K
F
U
T
UR
4940
4945
4950
4955
4960
4965
4970
4975
4980
4985
4990
4940
4945
4950
4955
4960
4965
4970
4975
4980
4985
4990
64+50 65+00 66+00 67+00
4977.18
4977.22
4977.09
4977.22
4977.22
4977.22
4977.22
0.00%
PVI STA = 66+43.77
PVI ELEV = 4977.22
EVCS: 65+31.74
EVCE: 4977.22
FUTURE
GRADE
PROPOSED
ELEV.
EXISTING
ELEV.
EXISTING
GROUND
FUTURE OVERPASS
STA.=65+83.32
EL= �4946.83
EXISTING RAILROAD
65+00 66+00
STA: 66+53.83
N00� 34' 27"E
482.42'
REALIGNED LEMAY AVENUE
FUTURE 6' SIDEWALK
FUTURE 32'
FL-FL
FUTURE 32'
FL-FL
FUTURE 19'
MEDIAN
FUTURE 115' ROW
x
x
x x x x
x x
x x
x x x x x
x x x
x x x
x x x
x
x
x
x x x
x x
x x
x
x
DUFF DRIVE
11+00 12+00
13+00 14+00 15+00
16+00
17+00
18+00 19+00
STA: 10+00.00
STA: 15+00.00
STA: 17+99.18
FUTURE
50'
��-��
FUTURE
76' ROW
S89� 26' 55"E
500.00'
L
=
2
9
9
.
1
8
'
,
R
=
6
00
.
0
0
'
∆
=
2
8
.
57
�
LEMAY AVENUE
/9TH STREET
DUFF DRIVE
REALIGNED
LEMAY AVENUE
(SEE SHEET
C502
)
REALIGNED
LEMAY AVENUE
(SEE SHEET
C502
)
18+00 19+00
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
STA.=24+60.25 (DUFF DRIVE)
STA.=14+29.79 (NORTH CLUB HOUSE DRIVE)
50'
��-��
76' ROW
FUTURE 50'
��-��
FUTURE 76' ROW
S60� 52' 44"E
661.07'
NORTH CLUB HOUSE DRIVE
(SEE SHEET
C516
)
STA.=19+47.10 (DUFF DRIVE)
STA.=50+10.09 (LEMAY AVENUE)
5' SIDEWALK
BUCKINGHAM STREET
���� �������
�������� ������ ����������
FUTURE 30" VERTICAL
CURB & GUTTER
9' UTILITY EASEMENT
LIMITS OF CONSTRUCTION
STA.=24+20.26
TYPE III BARRICADE
PROPOSED 30" VERTICAL
CURB & GUTTER
FUTURE 9' UTILITY EASEMENT
EXISTING
STORM DRAIN
15' UTILITY EASEMENT
6' SIDEWALK
5' SIDEWALK
FUTURE 9' UTILITY EASEMENT
FUTURE 5' SIDEWALK
9' UTILITY EASEMENT
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
T
T
27+00 28+00 29+00
30+00 31+00 32+00
STA: 32+53.33
50'
��-��
76' ROW
S60� 52' 44"E
793.08'
INTERNATIONAL
BOULEVARD
(SEE SHEET
C508
)
STA.=30+01.99 (DUFF DRIVE)
STA.=18+98.29 (INTERNATIONAL BOULEVARD)
DUFF DRIVE
FUTURE
INTERNATIONAL
BOULEVARD
(SEE SHEET
C509
)
���� ������� ��������
������ 3��
�������
������ ���.
MATCH EXISTING
DEMO & RECONSTRUCT EXISTING
(HATCH AREA)
60' ROW
EXISTING
36'
��-��
5' SIDEWALK
PROPOSED 30" VERTICAL
CURB & GUTTER
TYPE III BARRICADE
FUTURE 9' UTILITY EASEMENT
5' SIDEWALK
9' UTILITY EASEMENT
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
27+00 28+00 29+00 30+00 31+00 32+00 33+00
4941.37
4940.18
4939.65
4937.15
4941.89
X
X
X
X
X X
X
UD
UD
UD UD
UD
UD UD UD
UD
UD
UD
UD UD UD
���� �������
��������
������
����������
���� �������
��������
������ 3��
INTERNATIONAL BOULEVARD
DUFF DRIVE
(SEE SHEET
C507
)
STA.=18+98.29 (INTERNATIONAL
BOULEVARD)
STA.=30+01.99 (DUFF DRIVE)
11+00
12+00
13+00 14+00
15+00
16+00 17+00
18+00
19+00
20+00
STA.=10+00.00
(INTERNATIONAL BLVD)
STA.=38+61.90 (LINCOLN AVENUE)
STA.=13+38.28 (INTERNATIONAL BLVD)
STA.=10+00.00 (WEBSTER AVENUE)
STA.=15+02.78 (INTERNATIONAL BLVD)
STA.=21+77.17 (COTTAGE DRIVE)
DUFF DRIVE
(SEE SHEET
C507
)
52'
��-��
84' ROW
84' ROW
52'
��-��
LINCOLN AVENUE
(SEE SHEET
C511
)
LINCOLN AVENUE
4925
4930
4935
4940
4945
4950
4925
4930
4935
4940
4945
4950
20+00 21+00 22+00 23+00 24+00 25+00
4940.27
4939.69
4939.09
4938.49
4940.35
4940.37
4940.34
4940.14
4939.99
4939.84
4939.54
4939.39
4939.24
4938.94
4938.79
4938.64
4938.34
EXISTING
GROUND
PROPOSED
ELEV.
FUTURE
GRADE
EXISTING
ELEV.
-0.60%
PVI STA = 24+36.44
PVI ELEV = 4938.27
150.0' VC
HP ELEV = 4940.37
HP STA = 20+48.29
PVI STA = 20+48.29
PVI ELEV = 4940.60
EVCS: 21+23.29
EVCE: 4940.15
A.D. = 1.20
K = 125.00
���� �������
��������
������
����������
���� �������
��������
������ 3��
DUFF DRIVE
(SEE SHEET
C507
{4935}
{4935}
36" RCP
D
LINCOLN AVENUE
31+00 32+00
33+00
STA.=30+17.52 (LINCOLN AVENUE)
STA.=37+30.17 (LEMAY AVENUE)
STA: 33+29.50
S89� 29' 09"E
311.98'
EXISTING
EOA-EOA
(WIDTH VARIES)
EXISTING
EOA-EOA
(WIDTH VARIES)
EXISTING ROW
(WIDTH VARIES)
LEMAY AVENUE
FUTURE 19'
MEDIAN
FUTURE 32'
��-��
REALIGNED
LEMAY AVENUE
(SEE SHEET
C501
)
EXISTING EOA-EOA
(WIDTH VARIES)
������� ���
���������� �.�.�.
��� 3
������ ������ ��
����� ����� �����������
������ ������
��������
����������
������
���� ��
��������
40'
UTILITY
EASEMENT
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
29+50 30+00 31+00 32+00 33+00 33+50
4941.74
D
D
UD
UD UD
LINCOLN AVENUE
INTERNATIONAL
BOULEVARD
(SEE SHEET
C508
)
STA.=38+61.90
(LINCOLN AVENUE)
STA.=10+00.00
(INTERNATIONAL BOULEVARD)
33+00
34+00
35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00 43+00
STA: 33+29.50
STA: 39+03.12
L
=
573
.62
'
, R=1
1
48.50'
∆
=
2
8.
6
2�
115' ROW
EXISTING
EOP-EOP
(WIDTH VARIES)
FUTURE
32'��-��
FUTURE
32'
��-��
EXISTING 115' ROW
FUTURE
32'
��-��
FUTURE
32'
��-��
EXISTING
EOP-EOP
(WIDTH VARIES)
FUTURE 19'
43+00
44+00
45+00
46+00
47+00
48+00
49+00
50+00
51+00
52+00
STA: 52+01.27
S60� 52' 09"E
1298.14'
FUTURE
32'
��-��
FUTURE
32'
��-��
FUTURE 19'
MEDIAN
EXISTING
EOP-EOP
(WIDTH VARIES)
LINCOLN AVENUE
������� ���
���������� �.�.�.
���� ������� ��������
������ ����� ���
�������� & �����
��������� 2��
FUTURE 115' ROW
12TH STREET
FUTURE 6' SIDEWALK
EXISTING EDGE
OF ASPHALT
EXISTING
CURB & GUTTER
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
4925
4930
4935
4940
4945
4950
4925
4930
4935
4940
4945
4950
43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 52+50
4935.88
4935.28
4934.68
W
W
UD
UD UD
UD
UD
UD
UD
UD UD
UD
UD
UD
���� ������� ��������
������ ����� ������
INTERNATIONAL
BOULEVARD
(SEE SHEET
C508
) STA.=10+00.00
(WEBSTER AVENUE)
STA.=13+38+28
(INTERNATIONAL BOULEVARD)
���� ������� ��������
������ ����� ������
11+00 12+00
13+00 14+00 15+00
STA: 15+44.78
S60� 52' 44"E
544.78'
30'
��-��
20'
��-��
51' ROW
EXISTING
60' ROW
WEBSTER AVENUE
30" VERTICAL
CURB & GUTTER
MATCH
EXISTING
EXISTING
�30' FL-FL
4925
4930
4935
4940
4945
4950
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
4938.92
4938.36
4937.88
4937.40
24" W
24" W
24" W
24" W
CLUB
HOUSE
REALIGNED
LEMAY AVENUE
(SEE SHEET
C501
)
NORTH CLUB HOUSE DRIVE
(SEE SHEET
C516)
COTTAGE DRIVE
REALIGNED
LEMAY AVENUE
(SEE SHEET
C501
)
11+00
12+00
13+00
14+00
15+00 16+00 17+00
18+00
19+00 20+00
STA: 10+00.00
STA: 16+59.00
(COTTAGE DRIVE)
STA.=10+00.00
(NORTH CLUB HOUSE DRIVE)
STA: 10+38.63
STA: 12+91.98
STA: 17+33.91
STA: 10+99.60
STA: 13+93.51
STA: 18+08.05
S68� 18' 09"E
192.38'
S76� 36' 47"E
265.49'
S76� 36' 47"E
74.91'
S60� 52' 44"E
216.06'
L
=
6
0
.
9
7
',
R
=
1
6
5.
0
UD
UD
UD UD UD
UD
UD
UD
UD UD
INTERNATIONAL
BOULEVARD
(SEE SHEET
C508
)
STA.=21+77.17
(COTTAGE DRIVE)
STA.=15+02.78
(INTERNATIONAL BOULEVARD)
COTTAGE DRIVE
19+00 20+00 21+00
STA: 20+24.11
S60� 52' 44"E
216.06'
S60� 52' 44"E
153.05'
INTERNATIONAL
BOULEVARD
(SEE SHEET
C508
)
32' FL-FL
44' FL-FL
83' AE,
EAE, UE & DE
36'
��-��
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
4.5' SIDEWALK
4.5' SIDEWALK
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
19+00 20+00 21+00 22+00 22+50
4938.63
4938.96
4939.28
4939.06
4938.83
4938.56
4938.62
���� �������
�������� ������
����������
CLUB
HOUSE
DUFF DRIVE
(SEE SHEETC506)
FUTURE 5' SIDEWALK
STA.=14+29.79
(NORTH CLUB HOUSE DRIVE)
STA.=24+60.25
(DUFF DRIVE)
COTTAGE DRIVE
(SEE SHEET
C514)
NORTH CLUB HOUSE DRIVE
STA.=10+00.00
(NORTH CLUB HOUSE DRIVE)
STA.=16+59.00
(COTTAGE DRIVE)
73' AE,
EAE, UE & DE
34'
FL-FL
22'
FL-FL
30'
FL-FL
73' AE,
EAE, UE & DE
COTTAGE DRIVE
(SEE SHEET
C514)
FUTURE
DUFF DRIVE
(SEE SHEETC506)
11+00
12+00
13+00 14+00
STA: 10+87.80
STA: 11+33.11
N13� 23' 13"E
87.80'
N29� 07' 16"E
296.68'
L
=
4
5
.
3
1
'
,
R
=
1
6
5
.
12" SS
8" SS
C
C
x
x
x x x x
x x
x x
x x
T
x
x
x x x
x x
T
T
T
T
T
C
x x
x
x
R
R
R R
H
B
B
24" W 24" W 24" W
24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
D
D
10" SS 10" SS 10" SS
S
6" W 6" W 6" W 6" W
6" W
S
S
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
D
TELE
TEL�E
TELE
D
T
T
D
D
4935
4932
4933
4934
4936
4937
4938
4932
4933
4934
4935
4934
4936
4937
4940
4937
4938
4939
4941
4942
4943
����� ������
����� ����������
��� 4
������ ������ ��
����� ����� �����������
������ ������
��� 4
������ ������ ��
����� ����� �����������
������ ������
��� 3
������ ������ ��
����� ����� �����������
������ ������
������� ���
���������� �.�.�.
���� ������� ��������
������ ����� ������
�������
������ ���.
���� ������� ��������
������ 3��
���� ������� ��������
���� ������� ��������
������ ����������
���� ������� ��������
������ ����������
���� �������
�������� ������ ����������
UD UD
UD
UD
UD UD
UD UD UD
UD
UD
UD
UD
UD
UD UD
UD
UD
UD UD
36
37
38
35
34
36
37
35
36
35
36
36
35
34
36
37
40
45
36
37
38
39
41
42
43
44
42
43
44
44
38
39
39
39
39
39
35
34
36
37
38
37
38
40
39
40
40
38
39
39
41
41
41
41
42
40
39
39
41
38
40
41
42
41
42
42
43
40
39
41
42
43
40
41
42
43
44
38
39
42
43
44
41
41
42
43
41
42
43
43
43
45
43
44
L
I
N
C
O
L
N
A
V
E
N
U
E
R
E
A
L
I
G
N
E
D
L
E
M
A
Y
A
V
E
N
U
E
WEBSTER AVENUE
DUFF DRIVE
MAINT.
TRASH
INTERNATIONAL BOULEVARD
CLUB
HOUSE
SOUTH CLUB HOUSE DRIVE
COTTAGE DRIVE
NORTH CLUB HOUSE DRIVE
1
3.88
4
2.27
2
3.22
3
3.59
7
2.54
6
5.19
5
4.11
OS1
0.58
1
OS1
4
5
6
7
8 8
0.89
2
3
C600
DRAINAGE EXHIBIT
A. Reese
A. Boese
1"=80'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
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
NORTH
( IN FEET )
1 inch = ft.
80 0 80 Feet
80
160 240
LEGEND:
4953
PROPOSED CONTOUR
PROPOSED STORM DRAIN
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
DESIGN POINT 1
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROJECT BENCHMARKS
NOTES:
1. REFER TO THE "PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR
CAPSTONE COTTAGES" BY NORTHERN ENGINEERING, DATED MAY 7, 2014FOR
ADDITIONAL INFORMATION.
BASIN
DESIGNATION
BASIN
AREA (AC)
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
PROPOSED UNDERDRAIN UD
PERMEABLE PAVERS
X.XXX
1
BENCHMARK #1:
City of Fort Collins Benchmark 3-00
NGVD29 Elevation= 4964.15
(NAVD88 Elevation= 4967.33)
BENCHMARK #2:
City of Fort Collins Benchmark 12-07
NGVD29 Elevation= 4944.68
(NAVD88 Elevation= 4947.86)
C��� E������� D���
D���
D���
D���
D���
S��������� U������
P���� & R���������
T������ E�������
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
W���� U������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
E������������ P������
00
'
∆
=
1
5
.
7
3
�
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00 14+00 15+00
4941.93
4942.30
4942.68
4943.31
4943.58
4943.86
4944.41
4944.65
4944.72
4944.34
4943.96
4943.59
4943.64
PROPOSED
GRADE
PROPOSED
ELEV.
EXISTING
ELEV.
EXISTING
GROUND
-2.25%
1.50%
1.10%
-1.10%
-1.50%
2.25%
PVI STA = 10+00.00
PVI ELEV = 4942.17
PVI STA = 10+14.00
PVI ELEV = 4941.86
PVI STA = 10+17.00
PVI ELEV = 4941.69
PVI STA = 10+20.00
PVI ELEV = 4941.86
PVI STA = 10+95.00
PVI ELEV = 4942.98
PVI STA = 13+23.79
PVI ELEV = 4944.36
PVI STA = 13+98.79
PVI ELEV = 4943.23
PVI STA = 14+02.79
PVI ELEV = 4943.06
PVI STA = 14+06.79
PVI ELEV = 4943.23
PVI STA = 14+29.79
PVI ELEV = 4943.75
75.0' VC
HP ELEV = 4944.72
HP STA = 12+71.93
PVI STA = 12+71.93
PVI ELEV = 4944.93
BVCS: 12+34.43
BVCE: 4944.51
EVCS: 13+09.43
EVCE: 4944.51
A.D. = 2.20
K = 34.09
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C516
PLAN & PROFILE
NORTH CLUB HOUSE DRIVE A. Reese
A. Boese
1"=40'
KEYMAP
R
R
R
R
R
R R
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
NORTH CLUB HOUSE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
C516
4938.78
4939.13
4939.31
4939.82
-0.90%
0.70%
2.25%
PVI STA = 21+53.17
PVI ELEV = 4939.33
PVI STA = 21+77.17
PVI ELEV = 4939.87
75' VC
LP ELEV = 4938.56
LP STA = 20+26.60
PVI STA = 20+21.91
PVI ELEV = 4938.41
BCVS: 19+84.41
BVCE: 4938.75
ECVS: 20+59.41
EVCE: 4938.67
A.D. = 1.60
K = 46.87
PROPOSED
GRADE
PROPOSED
ELEV.
EXISTING
ELEV.
EXISTING
GROUND
STA.=20+35.11
INV.= 4933.03
UNDERDRAIN
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C515
PLAN & PROFILE
COTTAGE DRIVE A. Reese
A. Boese
1"=40'
KEYMAP
R
R
R
R
R
R R
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
COTTAGE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C514 STA 19+00
LINE
MATCH
STA
19+00
C514
C515
0
'
∆
=
2
1
.
1
7
�
L
=
101
.
53
'
,
R
=
700
.
0
0
'
∆
=
8
.
3
1
�
L
=
7
4
.
14
'
,
R
=
2
7
0
.
0
0
'
∆
=
1
5
.
7
3
�
44' FL-FL
65' FL-FL
32' FL-FL
44' FL-FL
83' AE,
EAE, UE & DE
44'
��-��
65'
��-��
S89� 28' 32"E
38.63'
30' INTERIM
ACCESS DRIVE
83' AE,
EAE, UE & DE
LEMAY AVENUE
30" VERTICAL
CURB & GUTTER
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
4941.16
4940.39
4940.81
4941.36
4941.91
4941.97
4940.68
4941.83
4941.61
4941.38
4940.93
4940.71
4940.50
4940.41
4940.53
4940.67
4940.94
4941.08
4941.22
4941.49
4941.63
4941.77
4942.04
4942.16
4942.14
4941.66
4941.33
4941.01
4940.36
4940.03
4939.73
-0.90%
-0.90%
-0.90%
0.55%
-1.30%
PVI STA = 11+00.33
PVI ELEV = 4942.05
PVI STA = 11+50.33
PVI ELEV = 4941.60
PVI STA = 18+69.36
PVI ELEV = 4939.78
75' VC
HP ELEV = 4942.17
HP STA = 16+59.25
PVI STA = 16+74.45
PVI ELEV = 4942.32
BVCS: 16+36.95
BVCE: 4942.11
EVCS: 17+11.95
EVCE: 4941.83
A.D. = 1.85
K = 40.54
75' VC
LP ELEV = 4940.38
LP STA = 13+09.05
PVI STA = 13+00.00
PVI ELEV = 4940.26
BCVS: 12+62.50
BVCE: 4940.59
ECVS: 13+37.50
EVCE: 4940.46
A.D. = 1.45
K = 51.72
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
STA.=12+84.60
INV.= 4935.46
EXISTING 36" RCP
STA.=13+09.05
INV.= 4935.58
UNDERDRAIN
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C514
PLAN & PROFILE
COTTAGE DRIVE A. Reese
A. Boese
1"=40'
KEYMAP
R
R
R
R
R
R R
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
COTTAGE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C515 STA 19+00
LINE
MATCH
STA
19+00
C514
C515
4936.89
4936.39
4935.88
4935.38
4934.88
4934.38
4933.97
4933.63
4933.37
4933.19
-2.25%
-0.50%
-1.93%
-2.02%
PVI STA = 10+00.00
PVI ELEV = 4938.92
PVI STA = 10+24.00
PVI ELEV = 4938.38
PVI STA = 13+42.42
PVI ELEV = 4933.10
MATCH EXISTING
PVI STA = 10+74.00
PVI ELEV = 4937.42
120.0' VC
PVI STA = 12+70.16
PVI ELEV = 4933.46
BCVS: 12+10.16
BVCE: 4934.67
ECVS: 13+30.16
EVCE: 4933.16
A.D. = 1.52
K = 79.06
PROPOSED
GRADE
PROPOSED
ELEV.
EXISTING
ELEV.
EXISTING
GROUND
(-0.56%)
STA.=11+41.16
INV.= 4932.11
UNDERDRAIN
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C513
PLAN & PROFILE
WEBSTER AVENUE A. Reese
A. Boese
1"=40'
KEYMAP
R
R
R
R
R
R R
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
WEBSTER AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
C513
4934.08
4933.57
4933.07
4932.57
4932.07
4931.57
4936.33
4936.18
4936.03
4935.73
4935.58
4935.43
4935.13
4934.98
4934.83
4934.53
4934.38
4934.23
4933.95
4933.82
4933.70
4933.45
4933.32
4933.20
4932.95
4932.82
4932.70
4932.45
4932.32
4932.20
4931.95
4931.82
4931.70
-0.60%
-0.50%
PVI STA = 47+04.35
PVI ELEV = 4934.05
PVI STA = 52+01.27
PVI ELEV = 4931.57
FUTURE
GRADE
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C512
PLAN & PROFILE
LINCOLN AVENUE A. Reese
A. Boese
1"=40'
KEYMAP
R
R
R
R
R
R R
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
LINCOLN AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C511 STA 43+00
LINE
MATCH
STA
43+00
C510
C511
C512
MEDIAN
FUTURE 19'
MEDIAN
������� ���
���������� �.�.�.
���� ������� ��������
������ ����� ������
EXISTING R.O.W.
TO BE VACATED
40'
UTILITY
EASEMENT
40'
UTILITY
EASEMENT
40'
UTILITY
EASEMENT
6' SIDEWALK
6
'
S
I
D
E
W
A
L
K
SOUTH
CLUB HOUSE
DRIVE
6' SIDEWALK
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
33+50 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00
4941.67
4941.51
4940.78
4940.08
4939.48
4938.88
4938.28
4937.68
4937.08
4941.59
4941.70
4941.69
4941.62
4941.34
4941.16
4940.97
4940.59
4940.41
4940.23
4939.93
4939.78
4939.63
4939.33
4939.18
4939.03
4938.73
4938.58
4938.43
4938.13
4937.98
4937.83
4937.53
4937.38
4937.23
4936.93
4936.78
4936.63
0.50%
-0.60%
-0.75%
-0.60%
PVI STA = 36+67.25
PVI ELEV = 4940.28
PVI STA = 38+61.90
PVI ELEV = 4939.11
160.0' VC
HP ELEV = 4941.70
HP STA = 34+28.98
PVI STA = 34+44.98
PVI ELEV = 4941.94
BVCS: 33+64.98
BVCE: 4941.54
EVCS: 35+24.98
EVCE: 4941.34
A.D. = 1.25
K = 128.00
FUTURE
GRADE
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C511
PLAN & PROFILE
LINCOLN AVENUE A. Reese
A. Boese
1"=40'
KEYMAP
R
R
R
R
R
R R
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
LINCOLN AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C510 STA 33+50
MATCH LINE SEE SHEET C512 STA 43+00
LINE
MATCH
STA
33+50
LINE
MATCH STA
43+00
C510
C511
EXISTING C512
CURB & GUTTER
4941.26
4941.24
4942.11
4941.99
4941.86
4941.61
4941.49
4941.36
4941.19
4941.17
4941.18
4941.34
-0.50%
0.50%
PVI STA = 30+17.52
PVI ELEV = 4942.15
150.0' VC
LP ELEV = 4941.17
LP STA = 32+51.96
PVI STA = 32+51.96
PVI ELEV = 4940.98
BCVS: 31+76.96
BVCE: 4941.35
ECVS: 33+26.96
EVCE: 4941.35
A.D. = 1.00
K = 150.00
FUTURE
GRADE
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C510
PLAN & PROFILE
LINCOLN AVENUE A. Reese
A. Boese
1"=40'
KEYMAP
R
R
R
R
R
R R
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
LINCOLN AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C511 STA 33+50
LINE
MATCH STA
33+50
C510
C511
C512
)
19+00 20+00 21+00
22+00
23+00 24+00
STA: 24+36.44
DUFF DRIVE
(SEE SHEET
C507
)
N28� 43' 57"E
538.15'
FUTURE 84' ROW
FUTURE 52'
-
INTERNATIONAL BOULEVARD
STA.=18+98.29 (INTERNATIONAL
BOULEVARD)
STA.=30+01.99 (DUFF DRIVE)
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
LIMITS OF
CONSTRUCTION
TYPE III
BARRICADE
FUTURE 9' UTILITY EASEMENT
FUTURE 9' UTILITY EASEMENT
FUTURE 30" VERTICAL
CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C509
PLAN & PROFILE
INTERNATIONAL BOULEVARD A. Reese
A. Boese
1"=40'
KEYMAP
R
R
R
R
R
R R
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
INTERNATIONAL BLVD
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C508 STA 20+00
LINE
MATCH
STA
20+00
C508
C509
(SEE SHEET
C511
)
WEBSTER AVENUE
(SEE SHEETC513)
COTTAGE DRIVE
(SEE SHEETC515)
N28� 43' 57"E
338.28'
N28� 43' 57"E
164.50'
N28� 43' 57"E
395.51'
LIMITS OF
CONSTRUCTION
TYPE III
BARRICADE
15' UTILITY EASEMENT
15' UTILITY EASEMENT
PROPOSED 30" VERTICAL
CURB & GUTTER
6' SIDEWALK
6' SIDEWALK
4925
4930
4935
4940
4945
4950
4925
4930
4935
4940
4945
4950
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
4937.79
4937.79
4938.58
4939.48
4939.87
4939.39
4938.85
4939.15
4939.71
4938.12
4937.92
4937.70
4937.67
4937.70
4937.93
4938.13
4938.35
4938.80
4939.03
4939.25
4939.66
4939.78
4939.85
4939.83
4939.74
4939.59
4939.18
4939.02
4938.91
4938.85
4938.91
4939.02
4939.27
4939.41
4939.56
4939.86
4940.01
4940.16
PROPOSED
GRADE
EXISTING
ELEV.
PROPOSED
ELEV.
EXISTING
GROUND
STA.=17+11.98
INV.= 4934.08
18" RCP
STA.=11+49.58
INV.= 4931.63
24" RCP
STA.=10+44.74
INV.= 4931.08
48" RCP
-0.90%
-0.85%
0.60%
0.90% 0.90%
0.90%
0.50%
0.60%
0.60%
PVI STA = 10+39.52
PVI ELEV = 4938.22
PVI STA = 13+20.67
PVI ELEV = 4938.76
PVI STA = 13+38.28
PVI ELEV = 4938.92
PVI STA = 18+38.29
PVI ELEV = 4939.34
PVI STA = 18+98.29
PVI ELEV = 4939.70
PVI STA = 19+48.29
PVI ELEV = 4940.00
200.0' VC
HP ELEV = 4939.87
HP STA = 14+95.13
PVI STA = 14+92.28
PVI ELEV = 4940.31
BVCS: 13+92.28
BVCE: 4939.41
EVCS: 15+92.28
EVCE: 4939.46
A.D. = 1.75
K = 114.29
BVCS: 19+73.29
BVCE: 4940.15
200.0' VC
LP ELEV = 4937.67
LP STA = 11+49.58
PVI STA = 11+49.58
PVI ELEV = 4937.22
BCVS: 10+49.58
BVCE: 4938.12
ECVS: 12+49.58
EVCE: 4938.12
A.D. = 1.80
K = 111.11
150.0' VC
LP ELEV = 4938.84
LP STA = 17+11.84
PVI STA = 16+92.40
PVI ELEV = 4938.61
BCVS: 16+17.40
BVCE: 4939.25
ECVS: 17+67.40
EVCE: 4938.98
A.D. = 1.35
K = 111.11
LIMITS OF
CONSTRUCTION
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
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�������� �� N�������
E���������� S�������, I��.
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��� ���� �� ������������
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C508
PLAN & PROFILE
INTERNATIONAL BOULEVARD A. Reese
A. Boese
1"=40'
KEYMAP
R
R
R
R
R
R R
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
INTERNATIONAL BLVD
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C509 STA 20+00
LINE
MATCH STA
20+00
C508
C509
4941.72
4941.54
4941.13
4940.86
4940.55
4939.80
4939.43
4939.06
4939.18
4938.44
4937.74
4936.66
4936.28
4935.99
-0.80%
-2.25%
-3.00%
-1.50%
-0.70%
-1.10%
PVI STA = 31+90.97
PVI ELEV = 4935.86
PVI STA = 30+25.99
PVI ELEV = 4939.16
PVI STA = 29+77.99
PVI ELEV = 4939.16
PVI STA = 29+72.99
PVI ELEV = 4938.99
PVI STA = 29+67.99
PVI ELEV = 4939.16
PVI STA = 28+08.84
PVI ELEV = 4941.31
PVI STA = 28+67.99
PVI ELEV = 4940.66
135' VC
PVI STA = 31+15.97
PVI ELEV = 4936.46
BCVS: 30+48.47
BVCE: 4938.48
ECVS: 31+83.47
EVCE: 4935.92
A.D. = 2.20
K = 61.36
PROPOSED
GRADE
PROPOSED
ELEV.
EXISTING
ELEV.
EXISTING
GROUND
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
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E���������� S�������, I��.
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��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C507
PLAN & PROFILE
DUFF DRIVE A. Reese
A. Boese
1"=40'
KEYMAP
R
R
R
R
R
R R
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
DUFF DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C506 STA 27+00
LINE
MATCH
STA
27+00
C506
C505
C507
4950
4955
18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
4942.90
4943.08
4944.56
4945.34
4944.87
4944.17
4943.47
4942.77
4943.30
4943.35
4943.80
4943.26
4943.45
4943.83
4944.20
4944.83
4945.09
4945.26
4945.33
4945.22
4945.04
4944.69
4944.52
4944.34
4943.99
4943.82
4943.64
4943.29
4943.12
4942.94
4942.59
4942.42
4942.24
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
ELEV.
PROPOSED
ELEV.
-1.50%
2.31%
-2.14%
-0.70%
1.50%
1.10%
-0.70%
-0.70%
PVI STA = 18+99.11
PVI ELEV = 4942.94
PVI STA = 19+03.15
PVI ELEV = 4942.77
PVI STA = 19+07.20
PVI ELEV = 4942.94
PVI STA = 19+47.10
PVI ELEV = 4943.86
PVI STA = 19+87.04
PVI ELEV = 4943.00
PVI STA = 19+91.09
PVI ELEV = 4942.84
PVI STA = 19+95.13
PVI ELEV = 4943.00
PVI STA = 20+95.13
PVI ELEV = 4944.50
PVI STA = 24+20.26
PVI ELEV = 4944.03
PVI STA = 24+60.25
PVI ELEV = 4943.75
120' VC
HP ELEV = 4945.35
HP STA = 22+08.46
PVI STA = 21+95.13
PVI ELEV = 4945.60
BVCS: 21+35.13
BVCE: 4944.94
EVCS: 22+55.13
EVCE: 4945.18
A.D. = 1.80
K = 66.67
FUTURE
GRADE
LIMITS OF
CONSTRUCTION
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C506
PLAN & PROFILE
DUFF DRIVE A. Reese
A. Boese
1"=40'
KEYMAP
R
R
R
R
R
R R
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
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
DUFF DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C505 STA 18+50
MATCH LINE SEE SHEET C507 STA 27+00
LINE
MATCH
STA
27+00
LINE
MATCH
STA
18+50
NORTH
C506
C505
C507
FUTURE 5' SIDEWALK
FUTURE 5' SIDEWALK
EXISTING
EOP-EOP
BUCKINGHAM STREET (WIDTH VARIES)
EXISTING 67' ROW
FUTURE 9' UTILITY EASEMENT
FUTURE 9' UTILITY EASEMENT
EXISTING 112' ROW
BUCKINGHAM STREET
ALLEY
10TH STREET
����� ������
����� ����������
����� �����
2�� ������ 2
��� ������� ������� 3��
�������� �����
EXISTING
EOA-EOA
(WIDTH
VARIES)
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 30" VERTICAL
CURB & GUTTER
4935
4940
4945
4950
4955
4960
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
4943.61
4943.31
4943.70
4944.32
4945.13
4944.43
4943.74
4943.49
4943.38
4943.32
4943.35
4943.45
4943.57
4943.90
4943.99
4944.00
4944.65
4944.92
4945.08
4945.09
4944.94
4944.70
4944.05
2.00%
-2.00%
-1.10%
-1.50%
1.30%
1.00%
-0.50%
0.50%
PVI STA = 12+67.91
PVI ELEV = 4943.77
PVI STA = 15+39.62
PVI ELEV = 4944.20
PVI STA = 15+59.62
PVI ELEV = 4943.80
PVI STA = 18+00.22
PVI ELEV = 4944.42
PVI STA = 16+34.62
PVI ELEV = 4944.77
PVI STA = 15+19.62
PVI ELEV = 4943.80
130' VC
HP ELEV = 4945.13
HP STA = 17+01.71
PVI STA = 17+04.80
PVI ELEV = 4945.47
BVCS: 16+39.80
BVCE: 4944.82
EVCS: 17+69.80
EVCE: 4944.76
A.D. = 2.10
K = 61.90
120' VC
LP ELEV = 4943.31
LP STA = 13+91.63
PVI STA = 13+91.63
PVI ELEV = 4943.16
BCVS: 13+31.63
BVCE: 4943.46
ECVS: 14+51.63
EVCE: 4943.46
A.D. = 1.00
K = 120.00
FUTURE
GRADE
PROPOSED
ELEV.
EXISTING
ELEV.
EXISTING
GROUND
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
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E���������� S�������, I��.
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��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C505
PLAN & PROFILE
DUFF DRIVE A. Reese
A. Boese
1"=40'
KEYMAP
R
R
R
R
R
R R
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
DUFF DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C506 STA 18+50
LINE
MATCH
STA
18+50
C506
C505
C507
FUTURE
50' ��-��
FUTURE 76' ROW
���� �������
�������� ������
����������
��� ������ ���
2��
VINE DRIVE
EXISTING ROW
FUTURE 6' SIDEWALK
EXISTING 80' ROW
BURLINGTON NORTHERN
RAILROAD
STA.=65+83.32
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 30" VERTICAL
CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
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E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C504
PLAN & PROFILE
LEMAY AVENUE A. Reese
A. Boese
1"=40'
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
LEMAY AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
64+50
C501
KEYMAP
C503
C504
C502
MATCH LINE SEE SHEET C503 STA 64+50
E
6
'
S
I
DE
W
A
L
K
FUTURE
32' FL-FL
FUTURE
32' FL-FL
FUTURE
19' MEDIAN
FUTURE 115' ROW
��� ������ ���
EXISTING ROW
(WIDTH VARIES)
EXISTING ROW (WIDTH VARIES)
F
U
T
U
R
E
1
5
'
U
T
I
L
I
TY
EAS
E
M
E
N
T
F
U
T
UR
E
1
5
'
U
T
I
L
I
T
Y EA
SE
M
E
N
T
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
EXISTING ROW
EXISTING ROW
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 30" VERTICAL
CURB & GUTTER
4935
4940
4945
4950
4955
4960
4965
4970
4975
4980
4985
4935
4940
4945
4950
4955
4960
4965
4970
4975
4980
4985
55+50 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 64+50
4949.18
4952.10
4955.92
4960.63
4965.44
4969.45
4972.63
4974.98
4976.50
4948.60
4949.83
4950.53
4951.28
4952.97
4953.90
4954.88
4957.02
4958.17
4959.38
4961.88
4963.12
4964.31
4966.52
4967.55
4968.53
4970.33
4971.15
4971.92
4973.30
4973.91
4974.47
4975.44
4975.84
4976.20
4976.75
5.00%
600.0' VC
PVI STA = 62+31.74
PVI ELEV = 4977.22
BVCS: 59+31.74
BVCE: 4962.22
A.D. = 5.00
K = 120.00
490.0' VC
PVI STA = 56+34.65
PVI ELEV = 4947.37
ECVS: 58+79.65
EVCE: 4959.62
A.D. = 4.45
K = 110.11
FUTURE
GRADE
EXISTING
ELEV.
PROPOSED
ELEV.
EXISTING
GROUND
FUTURE
GRADE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C503
PLAN & PROFILE
LEMAY AVENUE A. Reese
A. Boese
1"=40'
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
LEMAY AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH STA
64+50
LINE
MATCH
STA
55+50
C501
KEYMAP
C503
C504
C502
MATCH LINE SEE SHEET C502 STA 55+50
MATCH LINE SEE SHEET C504 STA 64+50
4945
4950
4955
4960
46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 55+50
4943.20
4942.82
4943.20
4943.80
4944.40
4944.98
4945.53
4946.08
4947.18
4943.61
4943.50
4943.35
4943.05
4942.92
4942.85
4942.85
4942.92
4943.05
4943.35
4943.50
4943.65
4943.95
4944.10
4944.25
4944.55
4944.70
4944.84
4945.11
4945.25
4945.39
4945.66
4945.80
4945.94
4946.27
4946.52
4946.82
4947.59
-0.60%
0.60% 0.60%
0.55%
PVI STA = 50+09.68
PVI ELEV = 4943.86
PVI STA = 51+50.00
PVI ELEV = 4944.70
EVCS: 46+52.95
EVCE: 4943.48
150.0' VC
LP ELEV = 4942.82
LP STA = 48+00.00
PVI STA = 48+00.00
PVI ELEV = 4942.60
BCVS: 47+25
BVCE: 4943.05
ECVS: 48+75
EVCE: 4943.05
A.D. = 1.20
K = 125.00
BCVS: 53+89.65
BVCE: 4946.02
FUTURE
GRADE
EXISTING
GROUND
EXISTING
ELEV.
PROPOSED
ELEV.
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C502
PLAN & PROFILE
LEMAY AVENUE A. Reese
A. Boese
1"=40'
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
LEMAY AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C501 STA 46+00
MATCH LINE SEE SHEET C503 STA 55+00
LINE
MATCH STA
55+50
LINE
MATCH
STA
46+00
C501
KEYMAP
C503
C504
C502
EXISTING 100' ROW
FUTURE 115' ROW
�
FUTURE
32' FL-FL
FUTURE
32' FL-FL
FUTURE 115' ROW
EXISTING
EOP-EOP
(WIDTH VARIES)
��� 3
������ ������ ��
����� ����� �����������
������ ������
REALIGNED LEMAY AVENUE
LINCOLN AVENUE
COTTAGE DRIVE
(SEE SHEETC514
)
30' INTERIM
ACCESS
DRIVE
F
U
T
U
R
E
6' SID
E
W
A
L
K
���� ��
��������
E
X
I
S
T
I
N
G
6
'
S
I
D
E
W
A
L
K
SIGHT DISTANCE
EASEMENT
15
'
U
T
I
L
I
T
Y
E
AS
E
M
E
N
T
EXISTING 57.5'
1/2 ROW
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 30" VERTICAL
CURB & GUTTER
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00
4940.48
4940.88
4941.01
4940.64
4940.37
4940.99
4942.22
4943.34
4940.28
4940.38
4940.58
4940.68
4940.78
4940.96
4941.01
4941.03
4940.96
4940.88
4940.77
4940.50
4940.40
4940.36
4940.44
4940.57
4940.75
4941.28
4941.59
4941.90
4942.53
4942.84
4943.12
4943.51
4943.62
4943.68
FUTURE
GRADE
(BY BANK
OF COLORADO)
EXISTING
GROUND
0.40%
1.25%
-0.41%
-0.55%
PVI STA = 37+30.17
PVI ELEV = 4940.20
PVI STA = 40+75.28
PVI ELEV = 4940.77
150.0' VC
HP ELEV = 4941.03
HP STA = 39+74.71
PVI STA = 39+75.38
PVI ELEV = 4941.18
BVCS: 39+00.38
BVCE: 4940.88
EVCS: 40+50.38
EVCE: 4940.87
A.D. = 0.81
K = 186.00
205.0' VC
HP ELEV = 4943.68
HP STA = 45+86.46
PVI STA = 45+50.45
PVI ELEV = 4944.10
BVCS: 44+47.95
BVCE: 4942.82
A.D. = 1.85
K = 110.81
200.0' VC
LP ELEV = 4940.36
LP STA = 41+81.72
PVI STA = 42+20.61
PVI ELEV = 4939.97
BCVS: 41+20.61
BVCE: 4940.52
ECVS: 43+20.61
EVCE: 4941.22
A.D. = 1.80
K = 111.11
PROPOSED
ELEV.
EXISTING
ELEV.
FUTURE
GRADE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C501
PLAN & PROFILE
LEMAY AVENUE A. Reese
A. Boese
1"=40'
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROJECT BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
LEMAY AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C502 STA 46+00
LINE
MATCH
STA
46+00
C501
KEYMAP
C503
C504
C502
BLDG 7
FFE=38.66
BLDG 9
FFE=36.96
BLDG 4
FFE=39.15
BLDG 5
FFE=39.20
BLDG 3
FFE=34.58
BLDG 4
FFE=35.51
BLDG 5
FFE=35.70
BLDG 6
FFE=36.11
BLDG 7
FFE=36.50
BLDG 8
FFE=36.90
BLDG 1
FFE=35.95
BLDG 2
FFE=34.95
BLDG 1
FFE=37.14
BLDG 2
FFE=36.58
BLDG 3
FFE=36.69
BLDG 4
FFE=36.90
BLDG 5
FFE=37.24
BLDG 6
FFE=38.18
BLDG 7
FFE=37.84
BLDG 8
FFE=37.60
9' UTILITY EASEMENT
9' UTILITY EASEMENT
UD UD UD UD
UD
UD UD UD
UD UD UD UD
UD UD UD
UD UD
UD UD UD UD
COTTAGE DRIVE
���� ������� ��������
������ ����� ������
�������
������ ���.
15' UTILITY EASEMENT
15' UTILITY EASEMENT
INTERIM ASPHALT
ACCESS ROAD
MATCH EXISTING
WEBSTER AVENUE
4934
4935
4936
4935
4934
4933
4934
4935
4936
4935
DUFF DRIVE
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
EXISTING
EOP-EOP
(WIDTH VARIES)
PROPOSED
UNDERDRAIN (TYP.)
PROPOSED
STORM DRAIN
PROPOSED
UNDERDRAIN
PROPOSED
UNDERDRAIN
PROPOSED
STORM DRAIN
BLDG 8
FFE=38.00
PAVER
DETENTION
AREA
C404
GRADING PLAN
A. Reese
A. Boese
1"=40'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
R
R
R
R
R
R R
MATCHLINE-SEE SHEET C402
MATCHLINE-SEE SHEET C403
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
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 CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. ALL CURB SPOTS ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED
GRADE ELEVATIONS.
NOTES:
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
PROPOSED CURB & GUTTER
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED UNDERDRAIN
UD
C401 C402
C403
C404
40
41
42
41
42
42
43
41
42
43
COMPACTOR
BLDG 18
FFE=42.39
BLDG 16
FFE=42.35
BLDG 8
FFE=38.00
BLDG 9
FFE=36.96
BLDG 10
FFE=37.57
BLDG 11
FFE=38.52
BLDG 12
FFE=39.57
BLDG 13
FFE=39.58
BLDG 14
FFE=38.85
BLDG 15
FFE=40.19
BLDG 26
FFE=41.09
BLDG 1
FFE=40.67 BLDG 2
FFE=38.87
BLDG 5
FFE=39.20
BLDG 3
FFE=40.84
CLUB HOUSE
BLDG 27
FFE=43.11
BLDG 25
FFE=40.26
BLDG 24
FFE=40.37
BLDG 23
FFE=41.35
BLDG 22
FFE=40.91
BLDG 21
FFE=40.64
BLDG 18
FFE=41.50
BLDG 17
FFE=41.14
BLDG 16
FFE=40.28
15' UTILITY EASEMENT
BLDG 15
FFE=41.80
BLDG 19
(MAINT.)
FFE=40.67
POOL DECK
FFE=42.11
UD
UD
UD
UD
UD UD UD
UD
UD
UD
UD
UD
UD
UD
UD UD UD
COTTAGE DRIVE
������ ������ ��
����� ����� �����������
������� ���
���������� �.�.�.
LINCOLN AVENUE
INTERIM ASPHALT
ACCESS ROAD
INTERIM ASPHALT
ACCESS ROAD
4939
4938
4937
4936
4935
4935
4936
4935
6' SIDEWALK
LEMAY AVENUE
���� ��
��������
6' SIDEWALK
EXISTING
EOP-EOP
(WIDTH VARIES)
PROPOSED
STORM DRAIN
BLDG 20
FFE=40.60
SOUTH CLUB HOUSE DRIVE
PROPOSED
EXISTING 36" RCP UNDERDRAIN
STORM DRAIN
EXISTING 36" RCP
STORM DRAIN
EXISTING 42" RCP
STORM DRAIN
PAVER
DETENTION
AREA
PROPOSED
UNDERDRAIN
PAVER
DETENTION
AREA
PROPOSED
UNDERDRAIN
BLDG 14
FFE=40.94
BLDG 4
FFE=39.15
C403
GRADING PLAN
A. Reese
A. Boese
1"=40'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
R
R
R
R
R
R R
MATCHLINE-SEE SHEET C401
MATCHLINE-SEE SHEET C404
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
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 CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. ALL CURB SPOTS ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED
GRADE ELEVATIONS.
NOTES:
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
PROPOSED CURB & GUTTER
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED UNDERDRAIN
UD
C401 C402
C403
C404
15' UTILITY EASEMENT
INTERNATIONAL BOULEVARD
DUFF DRIVE
BLDG 15
FFE=41.80
UD UD UD UD UD
���� ������� ��������
������ 3��
���� ������� ��������
������ 2��
���� ������� ��������
������ ����������
���� ������� ��������
������ ����������
PORTION OF EXISTING DUFF DRIVE
TO BE REMOVED AND RECONSTRUCTED
MATCH EXISTING DUFF DRIVE
4939
4938
4937
4936
4935
4934
4935
4936
4938
6' SIDEWALK
5' SIDEWALK
6' SIDEWALK
PROPOSED
STORM DRAIN
EXISTING �36'
FL-FL
PROPOSED
UNDERDRAIN
PAVER
DETENTION
AREA
BLDG 14
FFE=40.94
C402
GRADING PLAN
A. Reese
A. Boese
1"=40'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
R
R
R
R
R
R R
MATCHLINE-SEE SHEET C404
MATCHLINE-SEE SHEET C401
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
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 CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. ALL CURB SPOTS ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED
GRADE ELEVATIONS.
NOTES:
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
PROPOSED CURB & GUTTER
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED UNDERDRAIN
UD
C401 C402
C403
C404
41
42
43
43
43
45
43
44
BLDG 14
FFE=41.13
BLDG 13
FFE=42.05
BLDG 12
FFE=42.38
BLDG 11
FFE=42.92
BLDG 10
FFE=44.28
BLDG 9
FFE=43.92
BLDG 8
FFE=43.46
BLDG 7
FFE=43.44
BLDG 6
FFE=43.14
BLDG 5
FFE=43.11
BLDG 4
FFE=42.71
BLDG 3
FFE=42.64
BLDG 2
FFE=42.28
BLDG 26
FFE=41.43
BLDG 25
FFE=40.98
BLDG 24
FFE=40.94
BLDG 23
FFE=40.78
BLDG 22
FFE=41.27
BLDG 21
FFE=40.89
BLDG 20
FFE=41.17
BLDG 17
FFE=40.88
BLDG 16
FFE=40.73
BLDG 19
FFE=41.68
BLDG 18
FFE=42.39
BLDG 16
FFE=42.35
BLDG 1
FFE=44.04
BLDG 2
FFE=43.42
BLDG 18
FFE=41.50
BLDG 18
FFE=42.74
BLDG 17
FFE=42.85
15' UTILITY EASEMENT
BLDG 1
FFE=42.26
BLDG 15
FFE=40.61
BLDG 15
FFE=41.80
UD UD UD UD
COTTAGE DRIVE
NORTH CLUB HOUSE DRIVE
����� ������
����� ����������
���� �������
�������� ������ ����������
INTERIM ASPHALT
ACCESS ROAD
LIMITS OF
CONSTRUCTION
BUCKINGHAM STREET
ALLEY
10TH STREET
FUTURE REALIGNED LEMAY AVENUE
EXISTING 100' ROW
76' ROW
DUFF DRIVE
115' ROW
TRACT A
LEMAY AVENUE
5' SIDEWALK
6' SIDEWALK
4942
4941
4940
4940
4939
4939
4938
9' UTILITY EASEMENT
PROPOSED
STORM DRAIN
EXISTING
36'
EOA-EOA
15' UTILITY EASEMENT
EXISTING
STORM DRAIN
PROPOSED
EXISTING 36" RCP UNDERDRAIN
STORM DRAIN
PAVER
DETENTION
AREA
PROPOSED
UNDERDRAIN (TYP.)
C401
GRADING PLAN
A. Reese
A. Boese
1"=40'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
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�������� �� N�������
E���������� S�������, I��.
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
R
R
R
R
R
R R
MATCHLINE-SEE SHEET C403
MATCHLINE-SEE SHEET C402
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
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 CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. ALL CURB SPOTS ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED
GRADE ELEVATIONS.
NOTES:
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
PROPOSED CURB & GUTTER
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED UNDERDRAIN
UD
C401 C402
C403
C404
FUTURE 115' ROW
35
34
36
37
40
45
36
37
38
39
41
42
43
44
42
43
44
44
38
39
39
39
39
39
35
34
36
37
38
37
38
40
39
40
40
38
39
39
41
41
41
41
42
40
39
39
41
38
40
41
42
41
42
42
43
40
39
41
42
43
40
41
42
43
44
38
39
42
43
44
41
41
42
43
41
42
43
43
43
45
43
44
4935
4932
4933
4934
4936
4937
4938
4932
4933
4934
4935
4934
4936
4937
4940
4937
4938
4939
4941
4942
4943
WEBSTER AVENUE
DUFF DRIVE
MAINT.
TRASH
INTERNATIONAL BOULEVARD
CLUB
HOUSE
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LINCOLN AVENUE
FUTURE LEMAY AVENUE
FUTURE DUFF DRIVE
FUTURE LEMAY AVENUE
INTERIM ASPHALT
ACCESS ROAD
INTERIM ASPHALT
ACCESS ROAD
INTERIM ASPHALT
ACCESS ROAD
FUTURE INTERNATIONAL BOULEVARD
FUTURE STREET
BUCKINGHAM STREET
ALLEY
10TH STREET
DUFF DRIVE
���� ��
��������
UD UD
UD
UD
UD UD
UD UD UD
UD
UD
UD
UD
UD
UD UD
UD
UD
UD UD
SOUTH CLUB HOUSE DRIVE
COTTAGE DRIVE
NORTH CLUB HOUSE DRIVE
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C400
GRADING PLAN
OVERALL A. Reese
A. Boese
1"=80'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
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
NORTH
( IN FEET )
1 inch = ft.
80 0 80 Feet
80
160 240
KEYMAP
R
R
R
R
R
RC401 R C402
C403
C404
FOR REFERENCE ONLY.
SEE 40 SCALE DRAWINGS FOR
DETAILED INFORMATION.
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
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 CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. ALL CURB SPOTS ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED
GRADE ELEVATIONS.
NOTES:
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
PROPOSED CURB & GUTTER
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED UNDERDRAIN
UD
C��� E������� D���
D���
D���
D���
D���
S��������� U������
P���� & R���������
T������ E�������
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
W���� U������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
E������������ P������
S
S
S S
S
S S S S
S S
S
S
S
S
S
S
S
S
S S
S S
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W W
W
W
UD UD UD UD
UD
UD UD UD
S
W
UD UD UD UD
UD UD UD
UD UD
UD UD UD UD
W
W
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER 8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
3" PVC WATER
3" PVC WATER
3" PVC WATER
3" PVC WATER
3" PVC WATER
6" PVC WATER 6" PVC WATER
12" PVC WATER
12" PVC WATER
8" PVC SEWER
12" PVC WATER 8" PVC WATER
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
52' ��-��
84' ROW
FUTURE
19' MEDIAN
EXISTING 115' ROW
FUTURE
32' ��-��
FUTURE
32' ��-��
EXISTING
EOP-EOP
(WIDTH VARIES)
30'
��-��
20'
��-��
51' ROW
20'
��-��
SANITARY
SERVICE (TYP.)
WATER
SERVICE (TYP.)
8" PVC SEWER
8" PVC SEWER 8" PVC SEWER
30' AE,
EAE, UE
& DE
30' AE,
EAE, UE
& DE
32' ��-��
44' ��-��
36' ��-��
CONNECT TO EXISTING
12" AC WATERLINE (ELCO)
MASTER METER
MASTER METER
MASTER METER
83' AE,
EAE, UE & DE
3" PVC WATER
MASTER METER
COTTAGE DRIVE
WEBSTER AVENUE
STORM DRAIN (TYP.)
EXISTING 12" AC
WATERLINE (ELCO)
40' UTILITY
EASEMENT
EXISTING 6" PVC
WATERLINE (ELCO)
CONNECT TO EXISTING
6" ELCO WATERLINE
EXISTING 8" PVC WATERLINE
(CITY OF FORT COLLINS)
EXISTING 24" RCCP
NWCWD WATERLINE
12" PVC WATER
6' UTILTY
EASEMENT
6' UTILTY
EASEMENT
20' UTILITY
EASEMENT
120' AE, UE & DE
41' AE,
UE & DE
99' AE, UE & DE
41' AE,
UE & DE
DUFF DRIVE
(60' EXISTING ROW)
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�������
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FIRE HYDRANT
20' UTILITY
EASEMENT
BLDG 8
BLDG 5
BLDG 4
±30' FL-FL
EXISTING
FIRE HYDRANT
EXISTING
FIRE HYDRANT
BLDG 2
BLDG 1
BLDG 1
BLDG 2
UNDERDRAIN
STORM
DRAIN
15' UTILITY EASEMENT
15' UTILITY EASEMENT
C304
UTILITY PLAN
A. Reese
A. Boese
1"=40'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
KEYMAP
R
R
R
R
R
R R
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
R
R
R
R
R
R R
MATCHLINE-SEE SHEET C302
MATCHLINE-SEE SHEET C303
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM DRAIN
LEGEND:
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. ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL SEWER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES STANDARD
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
G
T
E
EXISTING STORM DRAIN
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
FDC
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROJECT BOUNDARY
ABBREVIATIONS:
AE = ACCESS EASEMENT
DE = DRAINAGE EASEMENT
UE = UTILITY EASEMENT
EAE = EMERGENCY ACCESS EASEMENT
PROPOSED UNDERDRAIN
UD
C301 C302
C303
C304
�
TELE
TEL�E
�
��
D
D
BLDG 18
BLDG 20
BLDG 23
BLDG 18
BLDG 22
BLDG 27
BLDG 24
BLDG 25
BLDG 1
BLDG 21
BLDG 16
BLDG 14
BLDG 12
BLDG 9
BLDG 16
BLDG 3
BLDG 11
BLDG 15
BLDG 15
BLDG 8
BLDG 13
BLDG 2
BLDG 14
BLDG 26
BLDG 19
BLDG 5
BLDG 17
BLDG 4
BLDG 10
OHE OHE OHE OHE OHE OHE
S
C
C
SS
WV
E
E
E
12" W 12" W 12" W 12" W 12" W 12" W
12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W 12" W 12" W 12" W 12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W 12" W 12" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
W
W
W
WM
W W W W W W
24" W 24" W
24" W
24" W
24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
G G
G G
G
G
G G G G G G
G
G
G
G
G
E E
R
R
R R
H
B
B
24" W
OHP OHP OHP
OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP
WV
WV
WV
WV
WV
WV
WV
WV
TS
TS
EV
EV
E
E
E
E
E
E
E
E
E
H
Y
D
H
Y
D
WV
WD
D
D
D
D
W
W
T
DD
D
T
T
E
T
G
T
T
T
T
T
T
TT
G
G
G
G
G
GG W
W
W
W
W
W
W
W
W W
W
36" RCP
24" W 24" W 24" W 24" W 24" W 24" W 24" W
24" W 24" W 24" W 24" W 24" W 24" W
W W W
12" W 12" W
L
I
N
C
O
L
N
A
V
E
N
U
E
R
E
A
L
I
G
N
E
D
L
E
M
A
Y
A
V
E
N
U
E
MAINT.
TRASH
CLUB
HOUSE
S
S
S
S
S
S
S
S S
S S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
W
W
W
W
UD
UD
UD
UD
UD UD UD
UD
UD
UD
UD
UD
UD
UD
UD UD UD
S
W
EXISTING 12" PVC SANITARY SEWER
(CITY OF FORT COLLINS)
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
3" PVC WATER
3
"
P
V
C
W
A
T
E
R
3
"
P
V
C
W
A
T
E
R
3" PVC WATER
3" PVC WATER
12" PVC WATER
12" PVC WATER 12" PVC WATER
8" PVC SEWER 8" PVC SEWER
8" PVC SEWER
FIRE
HYDRANT
FIRE HYDRANT
73' AE,
EAE, UE & DE
34'
��-��
3" PVC WATER
3" PVC WATER
3
"
P
V
C
W
A
T
E
R
8" PVC SEWER
30' AE,
24' AE, EAE & UE
EAE & UE
24' AE,
EAE & UE
24' AE,
EAE & UE
44' ��-��
83' AE,
EAE, UE & DE
FUTURE
32' ��-��
FUTURE
32' ��-��
FUTURE 115' ROW
EXISTING 40.7'
EOP-EOP
FUTURE
19' MEDIAN
EXISTING 115' ROW
EXISTING
EOP-EOP
(WIDTH VARIES)
FUTURE
32' ��-��
FUTURE
32' ��-��
SIGHT DISTANCE
EASEMENT
30' AE,
EAE, UE
& DE
30' AE,
EAE, UE
& DE
30' AE,
EAE & UE
WATER
SERVICE (TYP.)
SANITARY
SERVICE (TYP.)
30' AE,
EAE, UE
& DE
30' AE,
EAE, UE
& DE
32' ��-��
44' ��-��
MASTER METER
83' AE,
EAE, UE & DE
COTTAGE DRIVE
UNDERDRAIN
F
U
T
U
R
E
6
'
S
I
D
E
W
A
L
K
EXISTING 24" D.I.P.
WATERLINE
(CITY OF FORT COLLINS)
EXISTING 24" RCCP
WATERLINE (NWCWD)
12" AC WATERLINE (ELCO)
TO BE ABANDONED
IN PLACE
EXISTING 20'
UTILITY EASEMENT
EXISTING 10' UTILITY
& DRAINAGE EASEMENT
EXISTING 8" D.I.P. WATERLINE
(CITY OF FORT COLLINS)
EXISTING 24" RCCP
WATERLINE (NWCWD)
12" AC WATERLINE (ELCO)
TO BE ABANDONED IN PLACE
EXISTING 36" RCP
STORM DRAIN
���� ��
��������
(�� ������ ��
���� �����)
10' MOUNTAIN STATES TELEPHONE AND
TELEGRAPH COMPANY RIGHT-OF-WAY
EASEMENT
30' UTILITY
EASEMENT
40' UTILITY
EASEMENT
CONNECT TO EXISTING
12" AC WATERLINE (ELCO)
UNDER DRAIN
20' UTILITY
EASEMENT
������ ������ ��
����� ����� �����������
������� ���
���������� �.�.�.
6" PVC WATER 6" PVC WATER
FIRE
HYDRANT
CONNECT TO
EXISTING 12" SANITARY
WITH NEW MANHOLE
CONNECT TO
EXISTING
STORM DRAIN
TIE TO EXISTING
48" STORM DRAIN
SOUTH CLUB HOUSE DRIVE
15' DRAINAGE
EASEMENT
BLDG 14
BLDG 8
BLDG 5
C303
UTILITY PLAN
A. Reese
A. Boese
1"=40'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
KEYMAP
R
R
R
R
R
R R
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
R
R
R
R
R
R R
MATCHLINE-SEE SHEET C301
MATCHLINE-SEE SHEET C304
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM DRAIN
LEGEND:
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. ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL SEWER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES STANDARD
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
G
T
E
EXISTING STORM DRAIN
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
FDC
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROJECT BOUNDARY
ABBREVIATIONS:
AE = ACCESS EASEMENT
DE = DRAINAGE EASEMENT
UE = UTILITY EASEMENT
EAE = EMERGENCY ACCESS EASEMENT
PROPOSED UNDERDRAIN
UD
C301 C302
C303
C304
HYDRANT
50' FL-FL
76' ROW
84' ROW
52' -
FUTURE 9' UTILITY EASEMENT
WATER
SERVICE (TYP.)
SANITARY
SERVICE (TYP.)
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
24' AE,
EAE, UE
& DE
32' FL-FL
44' FL-FL
INTERNATIONAL BOULEVARD
DUFF DRIVE
MASTER METER
83' AE,
EAE, UE & DE
COTTAGE DRIVE
STORM DRAIN (TYP.)
DUFF DRIVE
(60' EXISTING ROW)
36' -
EXISTING 8" PVC
ELCO WATERLINE
CONNECT TO EXISTING
8" ELCO WATERLINE
24' AE,
EAE, UE
& DE
24' AE,
EAE, UE
& DE
24' AE,
EAE, UE
& DE
20' UTILITY
EASEMENT
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15' DRAINAGE
EASEMENT
BLDG 2
9' UTILITY EASEMENT
BLDG 14
STUB AND CAP
8" PVC WATERLINE
EXISTING
FIRE HYDRANT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
C302
UTILITY PLAN
A. Reese
A. Boese
1"=40'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
KEYMAP
R
R
R
R
R
R R
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
R
R
R
R
R
R R
MATCHLINE-SEE SHEET C304
MATCHLINE-SEE SHEET C301
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM DRAIN
LEGEND:
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. ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL SEWER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES STANDARD
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
G
T
E
EXISTING STORM DRAIN
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
FDC
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROJECT BOUNDARY
ABBREVIATIONS:
AE = ACCESS EASEMENT
DE = DRAINAGE EASEMENT
UE = UTILITY EASEMENT
EAE = EMERGENCY ACCESS EASEMENT
PROPOSED UNDERDRAIN
UD
C301 C302
C303
C304
x x
UG UG UG UG
UG UG UG UG
UG UG UG UG
UG UG UG UG
T
T
T
T
T
W
H Y
D
C
x x
x
x
24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
24" W
D
D
SS SS SS SS SS SS SS
S
6" W 6" W 6" W 6" W 6" W 6" W 6" W
6" W 6" W 6" W
S
S
R
E
A
L
I
G
N
E
D
L
E
M
A
Y
A
V
E
N
U
E
DUFF DRIVE
EXISTING 10"
SANITARY SEWER
S
S
S S S S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S
W
W W W
W
W
W
W
W
W
W
W
W W
W
W W
W
W
W
W W
W
W
W
W
W
W
W
W
S
W
W
W W
UD UD UD UD
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER 8" PVC SEWER
3" PVC WATER
3" PVC WATER 6" PVC WATER
12" PVC WATER
12" PVC WATER
1
2
"
P
V
C
W
A
T
E
R
8" PVC SEWER
8" PVC WATER
8" PVC SEWER 8" PVC SEWER
FIRE
HYDRANT
FIRE HYDRANT
FIRE
HYDRANT
44'
-
1
5
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
73' AE,
EAE, UE & DE
34'
FL-FL
22'
FL-FL
24' AE,
EAE, UE
& DE
24' AE,
EAE, UE
& DE
24' AE,
EAE, UE
& DE
FUTURE
32' FL-FL
FUTURE
32' FL-FL
115' ROW
30'
FL-FL
6' PAN (TYP.)
FUTURE 50' FL-FL
76' ROW
30' INTERIM
ACCESS DRIVE
SIGHT DISTANCE
EASEMENT
WATER SERVICE (TYP.)
SANITARY SERVICE (TYP.)
24' AE,
EAE, UE
& DE
3" PVC WATER
CONNECT TO EXISTING
12" AC ELCO WATERLINE
MASTER METER
MASTER METER
8" PVC WATER
83' AE,
EAE, UE & DE
73' AE,
EAE, UE & DE
COTTAGE DRIVE
NORTH CLUB HOUSE DRIVE
UNDERDRAIN
BUCKINGHAM STREET
BUCKINGHAM STREET
ALLEY
10TH STREET
EXISTING ROW
(WIDTH VARIES)
FUTURE 115' ROW
FUTURE 76' ROW
1
5
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
F
U
T
U
R
E
6
'
S
I
D
E
W
A
L
K
EXISTING 24" D.I.P.
WATERLINE
(CITY OF FORT COLLINS)
EXISTING 24" RCCP
WATERLINE (NWCWD)
EXISTING 12" AC
WATERLINE (ELCO)
12" AC WATERLINE (ELCO)
TO BE ABANDONED IN PLACE
EXISTING 10" SANITARY SEWER
(CITY OF FORT COLLINS)
EXISTING 20'
UTILITY EASEMENT
EXISTING 10' UTILITY
& DRAINAGE EASEMENT
EXISTING 36"
STORM DRAIN
FUTURE 5' SIDEWALK
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EXISTING 100' ROW
F
U
T
U
R
E
6
'
S
I
D
E
W
A
L
K
UNDERDRAIN
CONNECT TO
EXISTING
STORM DRAIN
CONNECT TO
EXISTING 10" SANITARY
WITH NEW MANHOLE
EXISTING
STORM DRAIN
9' UTILITY EASEMENT
BLDG 2
C301
UTILITY PLAN
A. Reese
A. Boese
1"=40'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
KEYMAP
R
R
R
R
R
R R
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
R
R
R
R
R
R R
MATCHLINE-SEE SHEET C303
MATCHLINE-SEE SHEET C302
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM DRAIN
LEGEND:
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. ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL SEWER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES STANDARD
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
G
T
E
EXISTING STORM DRAIN
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
FDC
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROJECT BOUNDARY
ABBREVIATIONS:
AE = ACCESS EASEMENT
DE = DRAINAGE EASEMENT
UE = UTILITY EASEMENT
EAE = EMERGENCY ACCESS EASEMENT
PROPOSED UNDERDRAIN
UD
C301 C302
C303
C304
T
T
T
W
H YD
C
x x
x
x
R
R
R R
H
B
B
OHP OHP
OHP
OHP OHP OHP OHP
OHP OHP OHP OHP
OHP OHP
OHP OHP
WV
WV
WV
WV
WV
WV
WV
WV
TS
TS
EV
EV
E
E
E
E
E
E
E
E
E
H
Y
D
H
Y
D
WV
WD
D
D
D
D
W
W
T
DD
D
T
T
E
E E
T
G
T
T
T
T
T
T
TT
G
G
G
G
G
GGW
W
W
W
W
W
W
W
W W
W
36" RCP
24" W 24" W 24" W
24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
W W W
12" W 12" W
6" W 6" W 6" W 6" W 6" W
8" W 8" W 8" W 8" W 8" W
H
Y D
H
Y D
8" W 8" W 8" W
12" W 12" W 12" W
24" W 24" W
D
D
SS SS SS
S
6" W 6" W 6" W 6" W
6" W
S
S
SS SS SS SS
SS SS SS SS
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
E
24" W
24" W
24" W
24" W 24" W
24" W
24" W
24" W
24" W
E
E
E
E
E
E
E
E
E E
E
D
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W
W
W
W
W
W
UD UD
UD
UD
UD UD
UD UD UD
UD
UD
UD
UD
UD
UD UD
UD
UD
UD UD
12" PVC WATER
1
2
"
P
V
C
W
A
T
E
R
8" PVC WATER
8" PVC WATER
12" PVC WATER
6" PVC WATER
3
"
P
V
C
W
A
T
E
R
12" PVC WATER 12" PVC WATER
12" PVC WATER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER 8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
3" PVC WATER
3" PVC WATER 3" PVC WATER
3" PVC WATER
6" PVC WATER
3" PVC WATER
3" PVC WATER
3
"
P
V
C
W
A
T
E
R
3" PVC WATER
3" PVC WATER
8" PVC SEWER
8" PVC SEWER
WEBSTER AVENUE
DUFF DRIVE
MAINT.
TRASH
INTERNATIONAL BOULEVARD
CLUB
HOUSE
COTTAGE DRIVE
NORTH CLUB HOUSE DRIVE
8" PVC WATER
3" PVC WATER
STORM DRAIN
3" PVC WATER
CONNECT TO EXISTING
6" WATERLINE (ELCO)
EXISTING 6" PVC WATERLINE
(ELCO)
EXISTING 8" PVC
WATERLINE (ELCO)
CONNECT TO EXISTING
8" WATERLINE (ELCO)
EXISTING 12" PVC
SANITARY SEWER
(CITY OF FORT COLLINS)
EXISTING 8" WATERLINE
(CITY OF FORT COLLINS)
CONNECT TO EXISTING
12" AC WATERLINE (ELCO)
CONNECT TO EXISTING
12" AC WATERLINE (ELCO)
���� ��
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12" WATERLINE (ELCO)
TO BE ABANDONED IN PLACE
EXISTING 24" RCCP WATERLINE
(NWCWD)
EXISTING 8" PVC WATERLINE
(CITY OF FORT COLLINS)
/ / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
6" PVC WATER
8" PVC SEWER
SOUTH CLUB HOUSE DRIVE
STORM
DRAIN
STORM
DRAIN
STORM
DRAIN
3" PVC WATER
12" WATERLINE (ELCO)
TO BE ABANDONED IN PLACE
C300
UTILITY PLAN
OVERALL A. Reese
A. Boese
1"=80'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
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NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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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
NORTH
( IN FEET )
1 inch = ft.
80 0 80 Feet
80
160 240
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
R
R
R
R
R
RC301 R C302
C303
C304
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM DRAIN
LEGEND:
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. ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL SEWER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES STANDARD
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
G
T
E
EXISTING STORM DRAIN
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
FDC
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROJECT BOUNDARY
PROPOSED UNDERDRAIN
UD
FOR REFERENCE ONLY.
SEE 40 SCALE DRAWINGS FOR
DETAILED INFORMATION.
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WEBSTER AVENUE
DUFF DRIVE
MAINT.
TRASH
INTERNATIONAL BOULEVARD
CLUB
HOUSE
LINCOLN AVENUE
LEMAY AVENUE
INTERIM ASPHALT
PAVING
INTERIM ASPHALT
PAVING
INTERIM ASPHALT
PAVING
COTTAGE DRIVE
NORTH CLUB HOUSE DRIVE
SOUTH CLUB HOUSE DRIVE
BUCKINGHAM STREET
ALLEY
10TH STREET
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
K��� ����'� �����.
C��� ������ ��� ���.
R
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
C200
PAVING PLAN
A. Reese
B. Ruch
1"=80'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NOTES:
1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT
SECTIONS.
2.PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION
MANUAL.
3.SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT
RECOMMENDATIONS.
4.REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING, SCORING, ETC.
5.REFER TO ARCHITECTURAL PLANS FOR PRIVATE SIGNAGE AND STRIPING INFORMATION.
6.CONCRETE PARKING LOT SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08.
NORTH
( IN FEET )
1 inch = ft.
80 0 80 Feet
80
160 240
EXISTING RIGHT OF WAY
LEGEND:
PROPOSED CURB & GUTTER
EASEMENT LINE
PROJECT BOUNDARY
PROPOSED RIGHT-OF-WAY
PUBLIC PAVING
PRIVATE PAVING
PERMEABLE PAVERS
OF FORT COLLINS
WATER LINE
EXISTING 24"
NWCWD WATER LINE
EXISTING WETLAND
EXISTING 6" AC
ELCO WATER LINE
EXISTING WETLAND
EXISTING FIRE HYDRANT
EXISTING 30'
-
EXISTING FIRE HYDRANT
EXISTING 12" AC
ELCO WATER LINE
TO BE ABANDONED
IN PLACE
EXISTING 52'
- EOP
EXISTING 36"
VERTICAL CURB
AND GUTTER
EXISTING EDGE
OF ASPHALT
C104
EXISTING CONDITIONS
A. Reese
A. Boese
1"=40'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM DRAIN
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES TO BE REMOVED
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. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. REFER TO LANDSCAPE PLANS FOR TREE REMOVAL AND MITIGATION.
7. REFER TO ENVIRONMENTAL CHARACTERIZATION STUDY DATED SEPTEMBER 3, 2013
BY CEDAR CREEK ASSOCIATES FOR ADDITIONAL INFORMATION.
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING FENCE
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
EXISTING MONITORING WELL MW
VAULT
ELEC
H Y
CONTROL
IRR
H2O
G
EXISTING LOT LINE
Northern Engineering Services, Inc.
Project No. 939-001
Date: July 31, 2013
ORIGINAL FIELD SURVEY BY:
8" SS
8" W
EXISTING TREES TO REMAIN
EXISTING WETLANDS
X
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
R
R
R
R
R
R R
MATCHLINE-SEE SHEET C102
MATCHLINE-SEE SHEET C103
C101 C102
C103
C104
G
E E
R
R
R R
H
B
B
24" W
OHP OHP OHP
OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP
WV
WV
WV
WV
WV
WV
WV
WV
TS
TS
EV
EV
E
E
E
E
E
E
E
E
E
H
Y
D
H
Y
D
WV
WD
D
D
D
D
W
W
T
DD
D
T
T
E
T
G
T
T
T
T
T
T
TT
G
G
G
G
G
GG W
W
W
W
W
W
W
W
W W
W
36" RCP
24" W 24" W 24" W 24" W 24" W 24" W 24" W
24" W 24" W 24" W 24" W 24" W 24" W
W W W
12" W 12" W
10" SS 10" SS 10" SS 10" SS 10" SS
10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W W W
W W W
W
W W W W W
W W
E E
E
E
E
E
E
E
E
E
E
E
E
E
D
�
TELE
TEL�E
�
��
D
D
EXISTING 20'
UTILITY EASEMENT
(BK. 1691 PG. 057)
EXISTING 10' UTILITY
AND DRAINAGE EASEMENT
(REC. #97070197)
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / /
/ / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
LEMAY AVENUE
(PUBLIC R.O.W.
WIDTH VARYS)
LINCOLN AVENUE
(115' R.O.W.)
������� ���
���������� �.�.�.
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EXISTING 36" RCP
EXISTING 48" RCP
STORM DRAIN
EXISTING 48" RCP
STORM DRAIN
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING CONCRETE
TO BE REMOVED
EXISTING TREES
TO BE REMOVED (TYP.)
EXISTING TREES
TO BE REMOVED (TYP.)
12" AC ELCO
WATER LINE TO BE
ABANDONED IN PLACE
EXISTING 24"
NWCWD WATER LINE
EXISTING 24"
NWCWD WATER LINE
EXISTING 8" D.I.P.
CITY OF FORT COLLINS
WATER LINE
EXISTING 12" AC ELCO
WATER LINE TO BE
ABANDONED IN PLACE
EXISTING 24" D.I.P.
CITY OF FORT
COLLINS WATERLINE
5' DIA. FILLED
STONE WELL
EXISTING WETLAND
EXISTING 10" PVC SANITARY
(CITY OF FORT COLLINS)
EXISTING 12" AC ELCO WATER LINE
TO BE ABANDONED IN PLACE
EXISTING EDGE
OF ASPHALT
EXISTING 30"
VERTICAL CURB
AND GUTTER
C103
EXISTING CONDITIONS
A. Reese
A. Boese
1"=40'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM DRAIN
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES TO BE REMOVED
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. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. REFER TO LANDSCAPE PLANS FOR TREE REMOVAL AND MITIGATION.
7. REFER TO ENVIRONMENTAL CHARACTERIZATION STUDY DATED SEPTEMBER 3, 2013
BY CEDAR CREEK ASSOCIATES FOR ADDITIONAL INFORMATION.
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING FENCE
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
EXISTING MONITORING WELL MW
VAULT
ELEC
H Y
CONTROL
IRR
H2O
G
EXISTING LOT LINE
Northern Engineering Services, Inc.
Project No. 939-001
Date: July 31, 2013
ORIGINAL FIELD SURVEY BY:
8" SS
8" W
EXISTING TREES TO REMAIN
EXISTING WETLANDS
X
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
R
R
R
R
R
R R
MATCHLINE-SEE SHEET C101
MATCHLINE-SEE SHEET C104
C101 C102
C103
C104
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM DRAIN
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES TO BE REMOVED
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. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. REFER TO LANDSCAPE PLANS FOR TREE REMOVAL AND MITIGATION.
7. REFER TO ENVIRONMENTAL CHARACTERIZATION STUDY DATED SEPTEMBER 3, 2013
BY CEDAR CREEK ASSOCIATES FOR ADDITIONAL INFORMATION.
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING FENCE
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
EXISTING MONITORING WELL MW
VAULT
ELEC
H Y
CONTROL
IRR
H2O
G
EXISTING LOT LINE
Northern Engineering Services, Inc.
Project No. 939-001
Date: July 31, 2013
ORIGINAL FIELD SURVEY BY:
8" SS
8" W
EXISTING TREES TO REMAIN
EXISTING WETLANDS
X
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
R
R
R
R
R
R R
MATCHLINE-SEE SHEET C104
MATCHLINE-SEE SHEET C101
C101 C102
C103
C104
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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10" SS 10" SS 10" SS 10" SS 10" SS 10" SS
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING 100'
R.O.W.
LEMAY AVENUE
(R.O.W. WIDTH VARIES)
BUCKINGHAM STREET
(32' R.O.W.)
BUCKINGHAM STREET
(66' R.O.W.)
10TH STREET
(55' R.O.W.)
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EXISTING 20'
UTILITY EASEMENT
(BK. 1691 PG. 057)
EXISTING 10'
UTILITY AND
DRAINAGE EASEMENT
(REC. #97070197)
EXISTING FENCE
TO BE REMOVED
EXISTING TREES
TO BE REMOVED (TYP.)
EXISTING 12" AC
ELCO WATER LINE
EXISTING FENCE
TO BE REMOVED
5' DIA. FILLED
STONE WELL
EXISTING 10" PVC SANITARY
(CITY OF FORT COLLINS)
EXISTING 24"
NWCWD WATER LINE
EXISTING 24" D.I.P.
CITY OF FORT COLLINS
WATER LINE
EXISTING 12" AC ELCO WATER LINE
TO BE ABANDONED IN PLACE
EXISTING 36" RCP
STORM DRAIN
C101
EXISTING CONDITIONS
A. Reese
A. Boese
1"=40'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
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E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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EXISTING ELECTRIC E
LEGEND:
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T
EXISTING STORM DRAIN
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES TO BE REMOVED
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. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. REFER TO LANDSCAPE PLANS FOR TREE REMOVAL AND MITIGATION.
7. REFER TO ENVIRONMENTAL CHARACTERIZATION STUDY DATED SEPTEMBER 3, 2013
BY CEDAR CREEK ASSOCIATES FOR ADDITIONAL INFORMATION.
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING FENCE
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
EXISTING MONITORING WELL MW
VAULT
ELEC
H Y
CONTROL
IRR
H2O
G
EXISTING LOT LINE
Northern Engineering Services, Inc.
Project No. 939-001
Date: July 31, 2013
ORIGINAL FIELD SURVEY BY:
8" SS
8" W
EXISTING TREES TO REMAIN
EXISTING WETLANDS
X
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
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
R
R
R
R
R
RC101 R C102
C103
C104
MATCHLINE-SEE SHEET C103
MATCHLINE-SEE SHEET C102
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer
County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort
Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer.
Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of
any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer
hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and
demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of
the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be
located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be
the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any
utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer
to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all
parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 6feet unless otherwise noted in the plans and approved by the Water
Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of
Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,
whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Preliminary DrainageReport for Capstone Cottages dated May 7, 2014by Northern Engineering shall be followed and
implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must
be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by
the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit
is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort
Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If
the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an
improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at
all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for
roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree
removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the
City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer
shall be responsible for providing any and all traffic control devices as may be required by thE construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic
sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins .
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
City of Fort Collins Benchmark3-00
On a parapet wall at the northwest end of theLincoln Ave. bridge near the northeast corner of Lincoln Ave. and Willow St.
NGVD29 =4964.15
(NAVD88=4967.33)
City of Fort Collins Benchmark12-07
South side of Vine Dr. on the south headwall of the bridge over Dry Creek Basin 0.4 miles east of North Lemay Ave.
NGVD29 =4944.68
(NAVD88=4947.86)
Basis of Bearings
The Basis of Bearing is the Westline of the Northeast Quarter of said Section 7 as bearing North 00�35' 51`" East.
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like
kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the
issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large
patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,
including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets:
48. Approved Variances are listed as follows:
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed priorto any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
16. Additional information to be provided by a separate Stormwater Management Plan / Erosion Control Report for Capstone Cottages.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval,
prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall
be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to
create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can
be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings
are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter
25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay
shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not
cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as
per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt.
Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full
depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.
The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single
axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than
3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins
Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be
notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction
Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement
of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified
during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort
Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an
unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the
requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Preliminary DrainageReport for Capstone Cottages dated May 7, 2014by Northern Engineering shall be followed and
implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted
to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior
to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater
Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
E. Utility Notes
1. All waterline construction shall conform to the East Larimer County Water Districtstandards and specifications current to date of construction.
2. Allsanitary sewer construction shall conform to the City of Fort Collins standards and specifications current to date of construction.
3. A minimum cover of 4.5feet shall be maintained throughout the waterline and service line installation, particularly in areas of new grading and
drainage swales. Extra bury depth may be required to maintain minimum cover at drainage culvert crossings and/or fire hydrant runs. Maximum
allowable cover shall be 6 feet, unless specifically approved by the District.
4. All water piping shall be Polyvinyl Chloride (PVC). All PVC piping through 12-inch shall be manufactured in accordance with AWWA Standard
C900, "Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution", Class 150 (SDR 18). All PVC piping 14-inch
through 36-inch shall be manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal
Diameters 14-inch through 36", Class 200 (SDR 18). Approved manufacturers are JM Eagle, Certainteed, Gifford Hills or Carlon. Size of the pipe
as shown on the approved plans. All non-metal water piping shall be installed with a twelve (12) gauge braided copper wire, plastic coated, six
hundred (600) volt taped to top of pipe and surfaced at each fire hydrant. Pipe joints shall be made using an integral bell with an elastomeric gasket
push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and machined pipe ends to form a push-on type joint. All
materials installed shall be free of manufacturer defects. Any defective or damaged materials noted on the construction site shall be so marked and
removed from the site. All fittings shall be mechanical joint, cast iron or ductile, manufactured in accordance with AWWA Standard C110. Fittings
shall be furnished with a cement-mortar lining of standard thickness class with a 250 psi pressure rating. Under no circumstances shall any PVC
piping be installed utilizing mechanical equipment to seat the joints.
7' PARKING
9' UTILITY
EASEMENT
7' PARKING
COTTAGE DRIVE
(PRIVATE STREET - 83' EASEMENT)
44' 22' {}{}-{-}
51' ROW
7' PARKING
15' TRAVEL
83' ACCESS, EMERGENCY ACCESS, DRAINAGE, AND UTILITY EASEMENT
7' PARKING
15' TRAVEL
22' {}-
NORTH CLUB HOUSE DRIVE
(PRIVATE STREET - 73' EASEMENT)
17' {}34' -{}-{}
7' PARKING
10' TRAVEL
73' ACCESS, EMERGENCY ACCESS, DRAINAGE, AND UTILITY EASEMENT
17' {}-
7' PARKING
10' TRAVEL
41.5' {}32' -{}-{}
26' {}-
15' {}-
32' {}-41.{} 5' {}-
2.25% 2.25%
2.25% 2.25%
2.25% 2.25% 2.25% 2.25%
2.25% 2.25%
2.25% 2.25%
C000
COVER SHEET
A. Reese
A. Boese
N/A
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
May 7, 2014
PROJECT:
939-001
Sheet
Of 34 Sheets
CAPSTONE COTTAGES
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NOT FOR CONSTRUCTION
REVIEW SET
5/7/14
300 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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Ripley Design Inc.
Daman Holland, ASLA, RLA
401 West Mountain Avenue
Fort Collins, Colorado 80521
(970) 224-5828
Matt Delich, PE
Delich Associates
2272 Glen Haven Drive
Loveland, Colorado 80538
(970) 669-2061
TRAFFIC &
TRANSPORTATION
ENGINEERING
MAY 2014
PROJECT
LOCATION
VICINITY MAP
NORTH 1"=1500'
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
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
BENCHMARK #1:
City of Fort Collins Benchmark 3-00
NGVD29 Elevation= 4964.15
(NAVD88 Elevation= 4967.33)
BENCHMARK #2:
City of Fort Collins Benchmark 12-07
NGVD29 Elevation= 4944.68
(NAVD88 Elevation= 4947.86)
Basis of Bearings
West line of the Northeast Quarter of said Section 7 as bearing North 00°35'51" East.
Northern Engineering Services, Inc.
Project No. 939-001
Date: March 26, 2014
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
CONTACT INFORMATION
PROJECT TEAM:
Nick Haws, PE, LEED AP
Northern Engineering Services, Inc.
301 North Howes Street, Sutie 100
Fort Collins, Colorado 80521
(970) 221-4158
Gary Gilliland, PLS
Northern Engineering Services, Inc.
301 North Howes Street, Sutie 100
Fort Collins, Colorado 80521
(970) 221-4158
LANDSCAPE ARCHITECT
CONTACT INFORMATION
PROJECT TEAM:
Capstone Collegiate Communities
John Acken
431 Office Park Drive
Birmingham, Alabama 35223
(205) 414-6400
SHEET INDEX
C000
C001
C101-104
E N G I N E E R I N G
� � � � � � ��
E N G I N E E R I N G
� � � � � � ��
UTILITY CONTACT LIST: *
UTILITY COMPANY PHONE NUMBER
ARCHITECT
Dungan Nequette Architects
Louis Nequette, AIA
1906 Cahaba Road
Mountain Brook, Alabama 35223
(205) 329-7088
C400
C600
COVER SHEET
GENERAL AND CONSTRUCTION NOTES
EXISTING CONDITIONS
OVERALL GRADING PLAN
DRAINAGE EXHIBIT
LOCATED IN THE WEST HALF OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
CAPSTONE COTTAGES
UTILITY PLANS FOR
OWNER/APPLICANT
SITE ENGINEER
SURVEYOR
TRAFFIC ENGINEER
GAS----------------- Xcel Energy---------------------------------Stephanie Rich (970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power-----Doug Martine (970) 224-6152
CABLE------------- Comcast------------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------CenturyLink Local Network------------- Robert Rulli (970) 490-7503
WATER------------ ELCO Water District---------------------- Randy Siddens (970) 493-2044
WATER------------ North Weld County Water District-----Eric Larson (970) 356-3020
WASTEWATER--City of Fort Collins------------------------ Roger Buffington (970) 212-2900
STORMWATER- City of Fort Collins Utilities--------------Glen Schlueter (970) 224-6065
SANITATION----- Boxelder Sanitation District-------------Eric Garner (970) 498-0604
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
C300 OVERALL UTILITY PLAN
C401-C404 GRADING PLANS
C301-C304 UTILITY PLANS
■���� �������� ■��������� ������������ ■
■����� ������ ■����������� ■
C501-C516 ROADWAY PLAN & PROFILES
GEOTECHNICAL ENGINEER
Eric D. Bernhart, PE
Terracon Consulting Engineers & Scientists
1901 Sharp Point Drive, Suite C
Fort Collins, Colorado 80525
(970) 484-0359
C200 PAVING PLAN
ENVIRONMENTAL CONSULTANTS
Steven Long
Cedar Creek Associates, Inc.
5586 Overhill Drive
Fort Collins, Colorado 80525
(970) 223-0775
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER