HomeMy WebLinkAboutCAPSTONE COTTAGES - PDP - PDP140004 - PLANS - UTILITY PLANS (3)LEMAY AVENUE
LINCOLN AVENUE
BUCKINGHAM ST.
WEBSTER AVE.
DUFF DR.
N LINK LN.
12TH ST.
E VINE DR.
LEMAY AVENUE / LINCOLN AVENUE
(TWO-LANE ARTERIAL STREET - 115' R.O.W.)
84' ROW
DUFF DRIVE
(MINOR COLLECTOR STREET - 76' R.O.W.)
76' ROW
25' {}-50' {}-{}
12' TRAVEL
INTERNATIONAL BOULEVARD
(TWO-LANE ARTERIAL STREET - 84' R.O.W.)
84' ROW
26' {}-52' {}-{}
9' UTILITY
EASEMENT
12' TRAVEL
8' BIKE LN.
12' 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
26' {20' }-{}-{}
26' {}-
20' {}-{26' } {}-
2.3% 2.3%
2.3% 2.3%
2.3% 2.3%
8' BIKE LN.
65' ACCESS, DRAINAGE AND UTILITY EASEMENT
PRIVATE DRIVE
(PRIVATE STREET - 65' EASEMENT)
44' 22' {}{}-{-}
7' PARKING
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
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NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
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08/28/15
301 N���� H���� S�����, S���� 100
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DATE:
AUGUST 28, 2015
C001
CONSTRUCTION NOTES
GENERAL AND
A. Reese
A. Boese
N/A
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
4941
4942
4943
4936
4937
4938
4939
4940
4941
4942
4940
4941
4938
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
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
S
x x
x
x
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
4935
4936
4937
4938
4939
4936
4937
4938
4939
4935
4934
4936
4937
4938
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
H
Y D
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
S
SS SS SS
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
T
T
DUFF DRIVE
(60' R.O.W.)
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EXISTING 36'
-
EXISTING CONCRETE
TO BE REMOVED
EXISTING DITCH
TO BE REMOVED
EXISTING WALL
TO BE REMOVED
EXISTING TREE
4935
4936
4937
4938
4940
4936
4937
4937
4937
4938
4939
4940
4938
4939
4935
4936
4937
4940
4939
4938
4935
4937
4938
4940
4940
4937
4937
4938
4938
4939
4939
4941
S
C
C
SS
WV
E
E
E
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
4932
4933
4934
4932
4933
4934
4935
4934
4936
4937
4938
4935
4935
4935
4932
4932
4932
4933
4933
4933
4933
4934
4934
4936
4936
4936
4936
4935
4935
4933
4933
4934
4934
4936
4936
4935
4935
4933
4934
4934
4935
4933
4933
4934
4935
4934
WV
8" W
8" W 8" 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
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
X X
X
X
X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
TELE
TEL�E
TELE
��
T
T
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
R
R
R R
H
B
B
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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
/ / / / / / / /
/ / / / / / / /
S
C
C
WV
E
E
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
UG UG UG
UG UG UG UG
T
OH OH OH OH OH OH
W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
Vent Pipe
W
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 YD
C
S
x x
x
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
R
R
R R
SS SS SS SS
X
X
X
X X
X X
X X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
TELE
�
D
�
SS SS SS SS SS SS SS
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
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
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
T
T
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
H
Y D
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
S
SS SS SS
S
S
W
W
W
S
W
S W W S W S
W S W S W S
S W S
S
S
W
UD UD UD UD UD UD UD
INTERNATIONAL
BOULEVARD
DUFF DRIVE
DUFF DRIVE
(60' EXISTING ROW)
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15' UTILITY EASEMENT
15' UTILITY EASEMENT
MAINT.
36' -
FIRE
HYDRANT
WATER
SERVICE (TYP.)
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / /
/
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS
X
X X X
X
/
/ / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
W W W
W W
E E
E
E
E
E
E
E
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/ / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
E
E
E E
E
E
E
E
E
E
E E E
E E
E
W W W
W W
W W
W
W
W
WV
8" W
8" W 8" 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
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
S
SS SS SS
WEBSTER AVENUE
(60' EXISTING ROW)
24" W 24" W
x
x
x
x
W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
Vent Pipe
W
x
x
x
x
x
x
x
UG UG
T
T
T
T
T
W
H Y
D
C
S
x
x
x
x
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
12" W
24" W
24" W
24" W
/ / / / / / / / / / / / / / / / / / / / / / / /
D
D
10" SS 10" SS 10" SS 10" SS
S
12" W 12" W
24" W
6" W 6" W 6" W 6" W 6" W 6" W
8" W 8" W 8" W
/ / / / / / / /
/ / / / / / / /
S
SS SS
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
T
T
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S
S W
W
S W
W S
S
S
W
UD UD UD
INTERNATIONAL BOULEVARD
STORM DRAIN (TYP.)
251.17 LF 12" PVC
S58�52'44"E
29.47 LF 12" PVC
S60�52'44"E
20.94 LF 12" PVC
R=600.00'
STA. 24+48.14
12"x12" CROSS
3 - 12" BUTTERFLY VALVES (W,E,N)
& 1 - 12"x8" REDUCER (E)
N:132282.28
E:201421.64
STA. 21+76.03
BEGIN HORZ.
DEFLECTION
N:132422.60
E:201188.51
STA. 21+96.97
END HORZ.
DEFLECTION
N:132412.09
E:201206.62
S51�54'22"E
101.80'
FND. #4 REBAR
w/ BLUE CAP LS #37963
N:132205.13
E:201527.50
DUFF DRIVE
EXISTING 8" AC
WATERLINE (ELCO)
STA. 24+77.61
CONNECT TO EXISTING
8" PVC WATERLINE
N:132267.93
WV
8" W 8" W
12" W 12" W 12" W
8" W 8" W
8" W 8" W 8" W 8" W 8" W
12" W 12" W 12" W 12" W
24" W
S
SS
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
T
T
24" W
24" W 24" W
24" W
24" W
24" W
S
S
S
W
W
W
S
W
W
S
W
S W W S W S
S
S
W
UD
UD
UD UD UD
INTERNATIONAL BOULEVARD
1
8
4
.
3
4
L
F
1
2
"
C
C
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
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
R
R
R R
H
B
B
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
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
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
D
D
X
X
X
X X
X X
X X
X
X
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
T
T
39
40
36
37
38
39
41
42
40
42
42
43
41
42
41
42
37
37
37
38
41
42
UD UD UD UD UD UD UD
���� ������� ��������
������ 3��
���� ������� ��������
������ 2��
���� ������� ��������
������ ����������
���� ������� ��������
������ ����������
EXISTING �36'
FL-FL
INTERNATIONAL BOULEVARD
DUFF DRIVE
MAINT.
4:1
4:1
2.1%
2.0%
C
C
R
R
R R
H
B
B
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
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
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
12" W 12" W
/ / / / / / / /
X
X X X
X
/ / / / / / / /
/ / / / / / / /
12" W 12" W 12" W 12" W
12" W 12" W
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
36
35
34
36
36
35
34
36
37
37
38
39
39
35
34
36
37
38
39
40
39
35
34
36
37
38
39
39
39
41
42
41
41
42
36
W
R R
HB
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
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
36" RCP
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
D
D
6" W
S
D
LEMAY AVENUE
FUTURE
32' FL-FL
FUTURE
44' FL-FL
PROPOSED
127' ROW
����� ������
����� ����������
���� �������
�������� ������ ����������
REALIGNED LEMAY AVENUE
FUTURE
DUFF DRIVE
(SEE SHEETC506)
DUFF DRIVE
(SEE SHEETC505)
��� ������ ���
FUTURE 15' UTILITY EASEMENT
FUTURE 15' UTILITY EASEMENT
46+00
47+00
48+00
49+00
50+00 51+00
52+00
53+00
54+00
55+00
PC: 54+76.26
PT: 47+48.59
STA.=19+47.10
(DUFF DRIVE)
STA.=50+10.09
(REALIGNED LEMAY AVEUNE)
N37� 27' 48"E
727.67'
FUTURE 6' SIDEWALK
6' SIDEWALK
EXISTING 100' ROW
FUTURE 115' ROW
FUTURE 6' SIDEWALK
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 30" VERTICAL
CURB & GUTTER
EXISTING
STORM DRAIN
FUTURE
STORM DRAIN
STORM DRAIN
15' UTILITY EASEMENT
4930
4935
4940
���� �������
���� ������� �������� ������ ����������
�������� ������ ����������
REALIGNED LEMAY AVENUE
FUTURE
32' FL-FL
FUTURE
32' FL-FL
FUTURE
19' MEDIAN
��� ������ ���
EXISTING ROW
(WIDTH VARIES)
EXISTING ROW
(WIDTH VARIES)
56+00
57+00
58+00
59+00
60+00
61+00
62+00
63+00
64+00
PT: 61+71.42
N00� 34' 27"E
482.42'
L
=
695
.
15
'
,
R
=
1079
.
7
0
'
∆
=
3
6
.
89
�
EXISTING ROW
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
EXISTING ROW
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE ROW
FUTURE ROW
4935
4940
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
4977.09
4977.18
4977.22
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 OVERPASS
STA.=65+83.32
EL. = �4946.830
EXISTING RAILROAD
FUTURE
GRADE
EXISTING
GROUND
FUTURE
ELEV.
EXISTING
ELEV.
REALIGNED LEMAY AVENUE
FUTURE 32'
FL-FL
FUTURE 32'
FL-FL FUTURE 19'
MEDIAN
���� �������
�������� ������
����������
��� ������ ���
2��
VINE DRIVE
EXISTING 80' 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
T
T
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
x
x
x x x
x x
T
T
T
T
T
C
x x
x
x
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
12" W 12" W 12" W
D
W
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)
PT: 17+99.18
S60� 52' 44"E
661.07'
DUFF DRIVE
REALIGNED
LEMAY AVENUE
(SEE SHEET
C502
)
REALIGNED
LEMAY AVENUE
(SEE SHEET
C502
)
PROPOSED
50'��-��
PROPOSED
76' ROW
PROPOSED
50'��-��
PROPOSED
76' ROW
BUCKINGHAM STREET
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�������� ������ ����������
PROPOSED 30" VERTICAL
CURB & GUTTER
EXISTING
STORM DRAIN
12' INTERIM
ACCESS
INTERIM 5'
CONC. WALK
STA.=20+18.38
END CURB & GUTTER
STA.=20+21.65
END CURB & GUTTER
STA.=20+20.01
BEGIN PERMENANT IMPROVEMENTS
5' SIDEWALK
FUTURE 9' UTILITY EASEMENT
FUTURE 5' SIDEWALK
9' UTILITY EASEMENT
15' UTILITY EASEMENT
6' SIDEWALK
4935
4940
4945
4950
4955
4960
4935
4940
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
T
T
27+00 28+00 29+00
30+00
31+00 32+00
EP: 32+53.33
PI: 30+01.99
(DUFF DRIVE)
STA.=18+46.97
PROPOSED
50'��-��
PROPOSED
76' ROW
INTERNATIONAL BOULEVARD
(SEE SHEET
C508
)
DUFF DRIVE
FUTURE
INTERNATIONAL BOULEVARD
(SEE SHEET
C509
)
���� ������� ��������
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�������
������ ���.
MATCH EXISTING
EXISTING
60.39' ROW
PROPOSED
36'��-��
PROPOSED 30" VERTICAL
CURB & GUTTER
TYPE III BARRICADE
(INTERNATIONAL BOULEVARD)
PROPOSED 30"
CURB & GUTTER
PROPOSED 5' SIDEWALK
FUTURE 9' UTILITY EASEMENT
5' SIDEWALK
9' UTILITY EASEMENT
FUTURE 5' SIDEWALK
4930
4935
4940
4945
4950
4955
4930
12" W
12" W
12" W
12" W 12" W
8" W 8" W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
T
T
UD
UD
UD
UD
UD
UD
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INTERNATIONAL BOULEVARD
LIMITS OF
CONSTRUCTION
TYPE III
BARRICADE
15' UTILITY EASEMENT
6' SIDEWALK
6' SIDEWALK
BP: 10+00.00
STA.=14+63.14
STA.=18+46.97
STA.=30+01.99
(DUFF DRIVE)
PC: 10+49.50
PC: 15+99.07
PT: 13+99.07
PT: 17+86.69
N57� 58' 53"E
49.50'
N18� 43' 57"E
64.07'
N18� 43' 57"E
135.93'
N28� 43' 57"E
60.28'
N28� 43' 57"E
215.49'
(INTERNATIONAL BOULEVARD)
PROPOSED 30" VERTICAL
CURB & GUTTER
(INTERNATIONAL BOULEVARD)
STA.=12+81.62
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50
EXISTING
GROUND
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
GRADE
4940.29
4939.86
4939.31
4938.76
4938.58
4939.04
4939.31
4938.90
4938.35
4940.29
4940.23
4940.13
4940.00
4939.72
4939.59
4939.45
4939.17
4939.04
4938.90
4938.65
4938.58
4938.56
4938.65
4938.76
4938.90
4939.17
4939.26
4939.31
4939.26
4939.17
4939.04
4938.77
4938.63
4938.49
4938.22
4938.08
4937.94
-0.55%
0.55%
12" W 12" W
12" W
12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
T
G
36" RCP D
TELE
BP: 30+17.52
LINCOLN AVENUE
EXISTING
EOA-EOA
(WIDTH VARIES)
EXISTING
EOA-EOA
(WIDTH VARIES)
EXISTING ROW
(WIDTH VARIES)
LEMAY AVENUE
EXISTING EOA-EOA
(WIDTH VARIES)
������� ���
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��� 3
������ ������ ��
����� ����� �����������
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��������
����������
������
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6' SIDEWALK
31+00 32+00
33+00
REALIGNED
LEMAY AVENUE
(SEE SHEET
C501
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
D
TELE
D
PI: 38+60.62 STA.= 39+10.12
(LINCOLN AVENUE)
STA.= 10+00.00
PC: 34+64.08
PC: 39+59.62
PT: 36+95.45
PT: 42+49.62
S65� 29' 57"E
49.50'
S32� 09' 09"E
49.50'
LINCOLN AVENUE
EXISTING 115' ROW
EXISTING 115' ROW
EXISTING
EOP-EOP
(WIDTH VARIES)
������� ���
���������� �.�.�.
���� ������� ��������
������ ����� ������
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
PROPOSED
12' MEDIAN
PROPOSED
20' FL-FL
15' UTILITY EASEMENT
(INTERNATIONAL BOULEVARD)
LINCOLN AVENUE
PROPOSED
12' MEDIAN
6' SIDEWALK
PROPOSED
52' FL-FL
6' SIDEWALK
6' SIDEWALK
S77� 09' 16"E
165.18'
33+00
34+00
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
EP: 52+28.48
PT: 42+49.62
FUTURE
52'��-��
EXISTING
EOP-EOP
(WIDTH VARIES)
LINCOLN AVENUE
������� ���
���������� �.�.�.
���� ������� ��������
������ ����� ���
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��������� 2��
FUTURE
100' ROW
12TH STREET
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
PROPOSED
EOP-EOP
(WIDTH VARIES)
43+00
44+00
45+00
46+00
47+00
48+00
49+00
50+00
51+00
52+00
STA.=42+49.92
END CURB & GUTTER
BEGIN ASPHALT TAPER
STA.=44+92.56
END OF CURB & GUTTER
BEGIN ASPHALT TAPER
STA.=48+34.62
MATCH EXISTING
EDGE OF ASPHALT
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
UD
UD
UD
UD
UD
UD
11+00 12+00
13+00
14+00
���� ������� ��������
������ ����� ������
INTERNATIONAL BOULEVARD
(SEE SHEET
C508)
���� ������� ��������
������ ����� ������
PROPOSED
44'��-��
PROPOSED
37'��-��
PROPOSED
65' ROW
EXISTING
60' ROW
WEBSTER AVENUE
30" VERTICAL
CURB & GUTTER
MATCH
EXISTING
EXISTING
�30' FL-FL
(INTERNATIONAL BOULEVARD)
5' SIDEWALK
5' SIDEWALK
STA.= 10+00.00
(WEBSTER AVENUE)
STA.=13+38.28
EP: 14+79.67
PROPOSED
STORM DRAIN
4925
4930
4935
4940
UG UG UG UG
R R
HB
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
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
36" RCP
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
�
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE LEMAY AVENUE
FUTURE LEMAY AVENUE
FUTURE BIKE LANE
FUTURE BIKE LANE
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
C
12" W 12" W
12" W
12" W 12" W 12" W 12" W 12" W
12" W
12" W
12" W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
{4935}
{4935}
36" RCP
LINCOLN AVENUE
BIKE LANE
BIKE LANE
TRAVEL LANE
LEFT TURN LANE
TRAVEL LANE
ACCELERATION LANE
RIGHT TURN LANE
EXISTING TRAVEL LANE
EXISTING TRAVEL LANE
EXISTING BIKE LANE
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
BIKE LANE
BIKE LANE
TRAVEL LANE
TRAVEL LANE
MEDIAN
TRAVEL LANE
TRAVEL LANE
FUTURE MEDIAN
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE BIKE LANE
FUTURE TRAVEL LANE
584.85' TAPER
342.21' TAPER
LINCOLN AVENUE
PROPOSED
EDGE OF ASPHALT
END EOA TAPER
STA.=48+34.62
OFFSET=16.851
END EOA TAPER
STA.=48+34.62
OFFSET=-10.699
BEGIN EOA TAPER
STA.=44+92.56
OFFSET=26.000
END LANE TRANSITION
STA.=48+34.62
OFFSET=3.773
12" W
12" W 12" W 12" W 12" W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
T
T
TRAVEL LANE
TRAVEL LANE
BIKE LANE
BIKE LANE
MEDIAN
TRAVEL LANE
TRAVEL LANE
BIKE LANE
BIKE LANE
MEDIAN
INTERNATIONAL BOULEVARD
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
UG UG UG
UG UG UG UG UG UG
UG UG UG UG UG UG UG
UG UG UG UG
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
x
x
x x x
x x
UG
x x
x
x
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
12" W 12" W 12" W
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE PARKING
FUTURE PARKING
FUTURE BIKE LANE
FUTURE TRAVEL LANE
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
S
x x
x
x
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
R
R
R R
H
B
B
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
24" W 24" W 24" W
24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
12" W 12" W
12" W
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
D
D
10" SS 10" SS 10" SS
S
6" W 6" W 6" W 6" W
6" W
12" SS
S
8" SS
X X
X
X
X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
D
D
TELE
TEL�E
TELE
D
T
T
D
4935
4932
4933
4934
4936
4937
4938
4932
4933
4934
4935
4934
4940
4936
4937
4937
4937
4938
4939
4940
4937
4938
4939
4941
4942
4943
4935
4936
4937
4938
4939
4940
4939
4941
4942
4940
4936
4937
4938
4939
4941
4935
4935
4932
4932
4933
4933
4934
4934
4936
4936
4936
4936
4937
4938
4935
4935
4933
4933
4934
4934
4936
4936
4935
4935
4933
4934
4934
4935
4933
4933
4934
4935
4934
4938
4935
4937
4938
4940
4940
4937
4937
4938
4938
4939
4939
4941
����� ������
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UD UD UD UD
UD UD
UD
UD
UD
36
35
34
36
36
35
34
36
37
37
38
39
39
35
34
36
37
38
39
40
36
37
38
39
41
42
43
44
43
44
40
40
39
35
34
36
37
38
39
39
39
40
39
41
41
42
42
41
41
42
42
43
44
41
42
43
41
41
42
43
44
41
42
41
42
43
44
44
42
43
44
43
43
43
36
37
35 34
32
34
37
39
39
37
35
34
33
33
40
41
41
40
42
41
41
40
41
43
44
43
40
39
41
41
38
40
38
39
41
37
38
39
39
40
39
40
41
41
41
40
40
41
41
37
37
37
38
40
41
42
40
41
40
41
41
42
44
WEBSTER AVENUE
DUFF DRIVE
MAINT.
TRASH
INTERNATIONAL BOULEVARD
CLUB
HOUSE
PRIVATE DRIVE
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
1
4.02
2
3.63
3
1.93
7
1.40
6
0.93
14
5.5
1
14
4 5
6
7
10
1.44
2
3
4
3.67
5
7.18
8
0.19
9
0.36
11
0.07
12
0.35
13
0.32
8
9
10
OUTLET
STRUCTURE
DRAIN
BASIN
INLET
INLET
DRAIN BASIN
INLET
DRAIN BASIN
INLET
INLET
INLET
INLET
INLET
DRAIN
BASIN
INLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET
LINCOLN AVENUE
FUTURE LEMAY AVENUE
POSSIBLE FUTURE DETENTION OUTFALL
ANTICIPATE RELEASE RATE OF 5 CFS
(BASED ON ALLOWABLE
0.20 CFS / ACRE)
CURRENT DRAINAGE PATTERN DIRECTS FLOWS
FROM THIS POINT TO THE EAST
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
LEGEND:
4953
PROPOSED CONTOUR 93
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 AUGUST 28, 2015FOR
ADDITIONAL INFORMATION.
BASIN
DESIGNATION
BASIN
AREA (AC)
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
PROPOSED UNDERDRAIN UD
PERMEABLE PAVERS
X.XXX
1
PROJECT DATUM: NGVD29 Unadjusted (Old City of Fort Collins Datum)
BENCHMARK #1:
City of Fort Collins Benchmark 3-00: On a parapet wall at the Northwest end of the Lincoln Ave.
Bridge near the Northeast corner of Lincoln Ave. and Willow St.
Elevation: 4964.15
BENCHMARK #2:
City of Fort Collins Benchmark 12-07: South side of Vine Dr. on the South headwall of the bridge
over dry creek basin 0.4 miles East of North Lemay Ave.
Elevation: 4944.68
NOTE: If NAVD 88 Datum is required for any purpose, the following equation should be used:
NAVD88 = NGVD29 Unadjusted + 3.18'
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������
C600
DRAINAGE EXHIBIT
A. Reese
A. Boese
1"=80'
( IN FEET )
0
1 INCH = 80 FEET
80 80 160 240
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE PARKING
FUTURE PARKING
FUTURE BIKE LANE
FUTURE DUFF DRIVE
FUTURE LEMAY AVENUE
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE PARKING
FUTURE PARKING
FUTURE BIKE LANE
DUFF DRIVE
TRAVEL LANE
TRAVEL LANE
BIKE LANE
PARKING
PARKING
BIKE LANE
TRAVEL LANE
TRAVEL LANE
BIKE LANE
PARKING
PARKING
BIKE LANE
H Y
D
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
T
T
TRAVEL LANE
TRAVEL LANE
BIKE LANE
BIKE LANE
MEDIAN
TRAVEL LANE
TRAVEL LANE
BIKE LANE
PARKING
PARKING
BIKE LANE
DUFF DRIVE
TRAVEL LANE
TRAVEL LANE
BIKE LANE
PARKING
PARKING
BIKE LANE
TRAVEL LANE
TRAVEL LANE
BIKE LANE
BIKE LANE
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE BIKE LANE
FUTURE MEDIAN
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
KEYMAP
C517
STRIPING PLAN
DUFF DRIVE
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
C505
C506
C507
NORTH
NORTH
NORTH
PRIVATE DRIVE
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE BIKE LANE
FUTURE MEDIAN
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE BIKE LANE
FUTURE MEDIAN
FUTURE INTERNATIONAL BOULEVARD
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
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
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
KEYMAP
C516
STRIPING PLAN
LINCOLN AVE. & INTERNATIONAL BLVD.
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
C509
C508
C512
NORTH
NORTH
NORTH
EXISTING RIGHT TURN LANE
EXISTING LEFT TURN LANE
EXISTING BIKE LANE
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
BIKE LANE
BIKE LANE
TRAVEL LANE
TRAVEL LANE
RIGHT TURN LANE
BIKE LANE
BIKE LANE
TRAVEL LANE
TRAVEL LANE
MEDIAN
LINCOLN AVENUE
LINCOLN AVENUE
BEGIN EOA TAPER
STA.=42+49.92
OFFSET=-23.997
BEGIN LANE TRANSITION
STA.=42+49.62
OFFSET=6.000
KEYMAP
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
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
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
C515
STRIPING PLAN
LEMAY AVENUE
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
C504
C510
C511
NORTH
NORTH
NORTH
LINCOLN AVENUE
FUTURE MEDIAN
FUTURE TURN LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE LEMAY AVENUE
TRAVEL LANE
TRAVEL LANE
BIKE LANE
PARKING
PARKING
BIKE LANE
FUTURE MEDIAN
FUTURE TURN LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE TRAVEL LANE
FUTURE BIKE LANE
FUTURE LEMAY AVENUE
FUTURE MEDIAN
FUTURE MEDIAN
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
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��� ���� �� ������������
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
KEYMAP
C514
STRIPING PLAN
LEMAY AVENUE
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
C501
C503
C502
NORTH
NORTH
NORTH
4945
4950
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
4939.27
4938.67
4938.01
4937.35
4936.69
4936.02
4935.36
4934.70
4934.06
4933.57
4933.26
4933.11
-2.38%
-0.50%
-2.65%
PVI STA = 10+00.00
PVI ELEV = 4939.27
PVI STA = 10+24.06
PVI ELEV = 4938.70
PVI STA = 12+77.32
PVI ELEV = 4933.10
75.0' VC
PVI STA = 12+25.67
PVI ELEV = 4933.36
BCVS: 11+88.17
BVCE: 4934.35
ECVS: 12+63.17
EVCE: 4933.17
A.D. = 2.15
K = 34.88
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
GRADE
STA.=10+50.00
INV.= 4932.37
30" RCP
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
CENTERLINE
WEBSTER AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
C513
C513
PLAN & PROFILE
WEBSTER AVENUE
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
STA.=48+34.62
MATCH EXISTING
EDGE OF ASPHALT
30" VERTICAL
CURB & GUTTER
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 30" VERTICAL
30" VERTICAL CURB & GUTTER
CURB & GUTTER
PROPOSED EDGE
OF ASPHALT
PROPOSED EDGE
OF ASPHALT
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
4935.97
4935.47
4934.97
4934.47
4933.97
4933.47
4932.97
4932.47
4931.97
4936.34
4936.22
4936.09
4935.84
4935.72
4935.59
4935.34
4935.22
4935.09
4934.84
4934.72
4934.59
4934.34
4934.22
4934.09
4933.84
4933.72
4933.59
4933.34
4933.22
4933.09
4932.84
4932.72
4932.59
4932.34
4932.22
4932.09
4931.84
EXISTING
GROUND
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
GRADE
-0.50% -0.50%
PVI STA = 44+45.56
PVI ELEV = 4935.74
PVI STA = 52+28.48
PVI ELEV = 4931.82
-0.50% -0.50%
PVI STA = 44+45.56
PVI ELEV = 4935.74
PVI STA = 52+28.48
PVI ELEV = 4931.82
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
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
C512
PLAN & PROFILE
LINCOLN AVENUE
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00
43+00
L
=
2
3
1
.
3
7
'
,
R
=
107
5
.
0
0
'
∆
=
1
2
.
33
�
STA.=42+49.92
END CURB & GUTTER
BEGIN ASPHALT TAPER
PROPOSED
20' FL-FL
INTERNATIONAL BOULEVARD
(SEE SHEETC508)
PRIVATE DRIVE
30" VERTICAL
CURB & GUTTER
18" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
18" VERTICAL
CURB & GUTTER
4925
4930
4935
4940
4945
4950
4925
4930
4935
4940
4945
4950
33+50 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00
1.87%
-0.42%
-1.85%
0.50%
-0.90%
-0.85%
PVI STA = 38+40.87
PVI ELEV = 4939.44
PVI STA = 38+59.19
PVI ELEV = 4939.78
PVI STA = 39+61.09
PVI ELEV = 4939.35
PVI STA = 39+79.44
PVI ELEV = 4939.01
PVI STA = 42+49.62
PVI ELEV = 4936.72
155.6' VC
HP ELEV = 4942.07
HP STA = 34+98.69
PVI STA = 35+20.92
PVI ELEV = 4942.32
BVCS: 34+43.14
BVCE: 4941.93
EVCS: 35+98.69
EVCE: 4941.62
A.D. = 1.40
K = 111.11
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
GRADE
STA.=38+08.32
INV.= 4931.21
48" RCP
STA.=39+48.96
INV.= 4930.96
48" RCP
4941.72
4942.07
4941.61
4940.71
4939.81
4939.61
4938.84
4937.99
4937.14
4941.59
4941.84
4941.97
4942.05
4942.04
4941.95
4941.81
4941.39
4941.16
4940.94
4940.49
4940.26
4940.04
4939.59
4939.61
4939.72
4939.51
4939.40
4939.10
4938.63
4938.41
4938.20
4937.78
4937.56
4937.35
4936.93
-0.50%
PVI STA = 42+49.62
PVI ELEV = 4936.72
-0.50%
PVI STA = 42+49.62
PVI ELEV = 4936.72
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
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
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
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
C512
C511
PLAN & PROFILE
LINCOLN AVENUE
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
)
PROPOSED
STORM DRAIN
PROPOSED
INLET
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
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
ELEV.
FUTURE
GRADE
EXISTING
GROUND
EXISTING
ELEV.
STA.=32+64.23
INV.= 4933.89
15" RCP
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
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
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
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
C510
PLAN & PROFILE
LINCOLN AVENUE
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
-0.55%
PVI STA = 28+96.97
PVI ELEV = 4937.82
150.0' VC
HP ELEV = 4940.29
HP STA = 19+85.58
PVI STA = 19+82.32
PVI ELEV = 4940.51
EVCS: 20+57.32
EVCE: 4940.10
A.D. = 1.15
K = 130.43
150.0' VC
HP ELEV = 4939.31
HP STA = 25+87.86
PVI STA = 25+87.86
PVI ELEV = 4939.52
BVCS: 25+12.86
BVCE: 4939.11
EVCS: 26+62.86
EVCE: 4939.11
A.D. = 1.10
K = 136.36
150.0' VC
LOW PT ELEV = 4938.56
LOW PT STA = 23+75.00
PVI STA = 23+75.00
PVI ELEV = 4938.35
BVCS: 23+00
BVCE: 4938.76
EVCS: 24+50
EVCE: 4938.76
A.D. = 1.10
K = 136.36
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
���� �������
��������
������
����������
���� ������� ��������
������ ����������
���� �������
��������
������ 3��
INTERNATIONAL BOULEVARD
LIMITS OF
CONSTRUCTION
TYPE III
BARRICADE
FUTURE 30" VERTICAL
CURB & GUTTER
N28� 43' 57"E
215.49'
EP: 28+96.97
PC: 20+62.46
PT: 24+87.13
FUTURE 6' SIDEWALK
FUTURE 15' UTILITY EASEMENT
FUTURE 15' UTILITY EASEMENT
FUTURE 6' SIDEWALK
N38� 27' 54"E
409.84'
���� ������� ��������
������ 2��
FUTURE 84'
ROW
FUTURE
52'-
L
=
424
.
6
7
'
,
R
=
2500
.
00
'
∆
=
9
.
7
3
�
19+00 20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
CENTERLINE
INTERNATIONAL BLVD.
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C508 STA 19+50
LINE
MATCH
STA
19+50
C508
C509
C509
PLAN & PROFILE
INTERNATIONAL BOULEVARD
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
STA.=10+00.00
(WEBSTER AVENUE)
(INTERNATIONAL BOULEVARD)
15' UTILITY EASEMENT
PROPOSED
84' ROW
PROPOSED
84' ROW
PROPOSED
52'
��-��
PROPOSED
20' FL-FL
PROPOSED
20' FL-FL
L
=
3
49
.
57
'
,
R
=
1
0
7
5.00'
∆
=
1
8
.
63
�
L
=
1
8
7
.6
2
'
,
R
=
1
0
7
5
.
00
'
∆
=
10.00
�
11+00
12+00
13+00
14+00
15+00 16+00
17+00
18+00 19+00
DUFF DRIVE
(SEE SHEET
C507
)
DUFF DRIVE
(SEE SHEET
C507
)
LINCOLN AVENUE
(SEE SHEET
C511
)
LINCOLN AVENUE
(SEE SHEET
C511
)
WEBSTER AVENUE
(SEE SHEETC513)
PRRIVATE DRIVE
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 19+50
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
GRADE
4938.79
4938.60
4939.52
4940.67
4940.94
4940.47
4939.92
4939.61
4939.68
4938.94
4938.64
4938.56
4938.55
4938.73
4938.93
4939.19
4939.87
4940.20
4940.46
4940.82
4940.92
4940.96
4940.87
4940.74
4940.61
4940.33
4940.19
4940.06
4939.78
4939.68
4939.62
4939.65
4939.73
4939.87
1.40%
-0.55%
-1.73%
-0.60%
0.60%
PVI STA = 10+49.50
PVI ELEV = 4939.85
PVI STA = 10+51.10
PVI ELEV = 4939.29
PVI STA = 10+69.96
PVI ELEV = 4938.97
PVI STA = 18+99.00
PVI ELEV = 4940.01
215.0' VC
HP ELEV = 4940.96
HP STA = 14+80.00
PVI STA = 14+33.14
PVI ELEV = 4941.39
BVCS: 13+25.64
BVCE: 4939.88
EVCS: 15+40.64
EVCE: 4940.80
A.D. = 1.95
K = 110.26
180.0' VC
LP ELEV = 4938.54
LP STA = 11+67.16
PVI STA = 12+03.16
PVI ELEV = 4938.17
BCVS: 11+13.16
BVCE: 4938.71
ECVS: 12+93.16
EVCE: 4939.43
A.D. = 2.00
K = 90.00
150.0' VC
LP ELEV = 4939.61
LP STA = 17+92.70
PVI STA = 17+95.96
PVI ELEV = 4939.39
BCVS: 17+20.96
BVCE: 4939.80
ECVS: 18+70.96
EVCE: 4939.84
A.D. = 1.15
K = 130.43
STA.=11+79.92
INV.= 4932.07
30" RCP
STA.=17+90.73
INV.= 4934.32
3x18" RCP
0.60%
PVI STA = 18+99.00
PVI ELEV = 4940.01
BVCS: 19+07.32
BVCE: 4940.06
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
CENTERLINE
INTERNATIONAL BLVD.
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C509 STA 19+50
LINE
MATCH STA
19+50
C508
C509
C508
PLAN & PROFILE
INTERNATIONAL BOULEVARD
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
4935
4940
4945
4950
4955
27+00 28+00 29+00 30+00 31+00 32+00 33+00
4940.91
4940.31
4939.65
4937.15
4941.36
4941.21
4941.06
4940.76
4940.61
4940.46
4940.10
4939.70
4939.21
4939.17
4938.43
4937.73
4936.66
4936.27
4935.99
-0.80%
-2.30%
-3.00%
-2.00%
-0.60%
2.30%
PVI STA = 31+90.97
PVI ELEV = 4935.86
PVI STA = 30+25.99
PVI ELEV = 4939.15
PVI STA = 29+77.99
PVI ELEV = 4939.15
PVI STA = 30+01.99
PVI ELEV = 4939.70
50.0' VC
PVI STA = 29+27.99
PVI ELEV = 4940.15
BVCS: 29+02.99
BVCE: 4940.30
EVCS: 29+52.99
EVCE: 4939.65
A.D. = 1.40
K = 35.71
135.0' VC
PVI STA = 31+15.43
PVI ELEV = 4936.46
BCVS: 30+47.93
BVCE: 4938.49
ECVS: 31+82.93
EVCE: 4935.92
A.D. = 2.20
K = 61.36
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
GRADE
STA.=29+46.28
INV.= 4934.63
18" RCP
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
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��� ���� �� ������������
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
CENTERLINE
DUFF DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C505 STA 27+00
LINE
MATCH
STA
27+00
C506
C505
C507
C507
PLAN & PROFILE
DUFF DRIVE
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
4945
4950
4955
4960
18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
MATCH LINE SEE SHEET C506 STA 18+50
4943.25
4944.36
4944.49
4943.91
4943.31
4942.71
4942.11
4943.72
4944.04
4944.21
4944.49
4944.55
4944.55
4944.36
4944.21
4944.06
4943.76
4943.61
4943.46
4943.16
4943.01
4942.86
4942.56
4942.41
4942.26
4941.96
4941.81
4941.66
0.60%
-0.60%
-0.60%
2.00%
PVI STA = 19+87.03
PVI ELEV = 4942.99
PVI STA = 24+60.25
PVI ELEV = 4942.95
50.0' VC
PVI STA = 20+37.03
PVI ELEV = 4943.99
BVCS: 20+12.03
BVCE: 4943.49
EVCS: 20+62.03
EVCE: 4944.14
A.D. = 1.40
K = 35.71
120.0' VC
HP ELEV = 4944.56
HP STA = 21+62.39
PVI STA = 21+62.39
PVI ELEV = 4944.74
BVCS: 21+02.39
BVCE: 4944.38
EVCS: 22+22.39
EVCE: 4944.38
A.D. = 1.20
K = 100.00
EXISTING
GROUND
PROPOSED
ELEV.
EXISTING
ELEV.
PROPOSED
GRADE
-2.00%
2.36%
-2.19%
PVI STA = 19+07.18
PVI ELEV = 4942.92
PVI STA = 19+47.10
PVI ELEV = 4943.86
PVI STA = 19+87.03
PVI ELEV = 4942.99
-2.00%
2.36%
-2.19%
PVI STA = 19+07.18
PVI ELEV = 4942.92
PVI STA = 19+47.10
PVI ELEV = 4943.86
PVI STA = 19+87.03
PVI ELEV = 4942.99
50.0' VC
PVI STA = 18+57.18
PVI ELEV = 4943.92
EVCS: 18+82.18
EVCE: 4943.42
A.D. = 1.00
K = 49.83
STA.=18+86.45
INV.= 4936.50
EXISTING 30" RCP
FUTURE
GRADE
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
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�������� �� N�������
E���������� S�������, I��.
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��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
CENTERLINE
DUFF DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C507 STA 27+00
LINE
MATCH
STA
27+00
LINE
MATCH
STA
18+50
NORTH
C506
C505
C507
C506
PLAN & PROFILE
DUFF DRIVE
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
11+00 12+00
13+00 14+00
15+00
16+00
17+00
18+00
19+00
BP: 10+00.00
PC: 15+00.00
PT: 17+99.18
S89� 26' 55"E
500.00'
∆
DUFF DRIVE
FUTURE
50'��-��
FUTURE
76' ROW
LEMAY AVENUE
/9TH STREET
EXISTING
EOP-EOP
(WIDTH VARIES)
BUCKINGHAM STREET
EXISTING 67.45' ROW
EXISTING 111.67' ROW
BUCKINGHAM STREET
ALLEY
10TH STREET
����� ������
����� ����������
����� �����
2�� ������ 2
��� ������� ������� 3��
�������� �����
EXISTING
EOA-EOA
(WIDTH
VARIES)
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 5' SIDEWALK
FUTURE 9' UTILITY EASEMENT
FUTURE 5' SIDEWALK
FUTURE 9' UTILITY EASEMENT
12' INTERIM
ACCESS
INTERIM 5'
CONC. WALK
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
4944.60
4945.17
4944.49
4943.74
4943.49
4943.38
4943.32
4943.35
4943.45
4943.57
4943.90
4943.99
4944.10
4944.89
4945.04
4945.14
4945.11
4944.96
4944.74
4944.24
EXISTING
GROUND
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
GRADE
-0.50%
0.50%
2.00%
-2.00%
2.00%
0.60%
-1.00%
PVI STA = 12+67.91
PVI ELEV = 4943.77
PVI STA = 15+19.62
PVI ELEV = 4943.80
PVI STA = 15+39.62
PVI ELEV = 4944.20
PVI STA = 15+59.62
PVI ELEV = 4943.80
PVI STA = 16+09.62
PVI ELEV = 4944.80
120.0' VC
HP ELEV = 4945.17
HP STA = 16+94.18
PVI STA = 17+09.08
PVI ELEV = 4945.39
BVCS: 16+49.08
BVCE: 4945.03
EVCS: 17+69.08
EVCE: 4944.80
A.D. = 1.60
K = 75.16
BVCS: 18+32.18
BVCE: 4944.17
120.0' VC
LOW PT ELEV = 4943.31
LOW PT STA = 13+91.63
PVI STA = 13+91.63
PVI ELEV = 4943.16
BVCS: 13+31.63
BVCE: 4943.46
EVCS: 14+51.63
EVCE: 4943.46
A.D. = 1.00
K = 120.00
-0.50%
0.50%
2.00%
-2.00%
2.00%
0.60%
-1.00%
PVI STA = 12+67.91
PVI ELEV = 4943.77
PVI STA = 15+19.62
PVI ELEV = 4943.80
PVI STA = 15+39.62
PVI ELEV = 4944.20
PVI STA = 15+59.62
PVI ELEV = 4943.80
PVI STA = 16+09.62
PVI ELEV = 4944.80
120.0' VC
HP ELEV = 4945.17
HP STA = 16+94.18
PVI STA = 17+09.08
PVI ELEV = 4945.39
BVCS: 16+49.08
BVCE: 4945.03
EVCS: 17+69.08
EVCE: 4944.80
A.D. = 1.60
K = 75.16
BVCS: 18+32.18
BVCE: 4944.17
120.0' VC
LOW PT ELEV = 4943.31
LOW PT STA = 13+91.63
PVI STA = 13+91.63
PVI ELEV = 4943.16
BVCS: 13+31.63
BVCE: 4943.46
EVCS: 14+51.63
EVCE: 4943.46
A.D. = 1.00
K = 120.00
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
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E���������� S�������, I��.
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��� ���� �� ������������
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
CENTERLINE
DUFF DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
18+50
C506
C505
C507
FUTURE
50' ��-��
FUTURE
76' ROW
C505
PLAN & PROFILE
DUFF DRIVE
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
MATCH LINE SEE SHEET C506 STA 18+50
BURLINGTON NORTHERN
RAILROAD
65+00 66+00
EP: 66+53.83
N00� 34' 27"E
482.42'
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
EXISTING ROW
(WIDTH VARIES)
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 30" VERTICAL
CURB & GUTTER
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
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��� ���� �� ������������
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
C501
KEYMAP
C503
C504
C502
CENTERLINE
LEMAY AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C503 STA 64+50
C504
PLAN & PROFILE
LEMAY AVENUE
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
LINE
MATCH STA
64+50
4945
4950
4955
4960
4935
4940
4945
4950
4955
4960
55+50 56+00 57+00 58+00 59+00
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
59+00 60+00 61+00 62+00 63+00 64+00 64+50
4949.18
4952.10
4955.92
4948.60
4949.83
4950.53
4951.28
4952.97
4953.90
4954.88
4957.02
4958.17
4959.38
5.00%
4965.44
4969.45
4972.63
4974.98
4976.50
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%
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
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
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
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�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
C501
KEYMAP
C503
C504
C502
CENTERLINE
LEMAY AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH STA
64+50
LINE
MATCH
STA
55+50
C503
PLAN & PROFILE
LEMAY AVENUE
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
MATCH LINE SEE SHEET C502 STA 55+50
MATCH LINE SEE SHEET C504 STA 64+50
4945
4950
4955
4930
4935
4940
4945
4950
4955
46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 55+50
4943.28
4942.87
4943.20
4943.80
4944.40
4944.98
4945.53
4946.08
4947.18
4943.68
4943.57
4943.43
4943.13
4942.99
4942.90
4942.88
4942.94
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+57.36
EVCE: 4943.53
150.0' VC
LP ELEV = 4942.86
LP STA = 48+06.41
PVI STA = 48+06.41
PVI ELEV = 4942.64
BCVS: 47+31.41
BVCE: 4943.09
ECVS: 48+81.41
EVCE: 4943.09
A.D. = 1.20
K = 125.00
BCVS: 53+89.65
BVCE: 4946.02
FUTURE
GRADE
EXISTING
GROUND
FUTURE
ELEV.
EXISTING
ELEV.
STA.=48+48.05
INV.= 4936.22
EXISTING 30" RCP
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
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E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
C501
KEYMAP
C503
C504
C502
NORTH
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
C502
PLAN & PROFILE
LEMAY AVENUE
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
TELE
�
FUTURE
32' FL-FL
FUTURE
32' FL-FL
FUTURE 115' ROW
EXISTING
EOP-EOP
(WIDTH VARIES)
��� 3
������ ������ ��
����� ����� �����������
������ ������
REALIGNED LEMAY AVENUE
LINCOLN AVENUE
PRIVATE DRIVE
���� ��
��������
EXISTING 57.5'
1/2 ROW
38+00
39+00
40+00
41+00
42+00
43+00
44+00
45+00
46+00
BP: 37+30.17
L
=
1
01
8
.
42
',
R
=
107
5
.0
0
'
∆
=
5
4
.
28
�
6' SIDEWALK
FUTURE 6' SIDEWALK
FUTURE
15' UTILITY EASEMENT
EXISTING 6' SIDEWALK
SIGHT DISTANCE
EASEMENT
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 30" VERTICAL
CURB & GUTTER
EXISTING
FUTURE ACCESS DRIVE
STORM DRAIN
15' UTILITY EASEMENT
STA.=10+74.34
(PRIVATE DRIVE)
STA.=44+49.47
(REALIGNED LEMAY AVENUE)
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
4940.98
4942.21
4943.36
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
4943.13
4943.54
4943.66
4943.72
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
204.8' VC
HP ELEV = 4943.73
HP STA = 45+90.88
PVI STA = 45+54.98
PVI ELEV = 4944.15
BVCS: 44+52.59
BVCE: 4942.87
A.D. = 1.85
K = 110.81
200.0' VC
LP ELEV = 4940.36
LP STA = 41+81.79
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 = 111.24
STA.=41+88.52
INV.= 4935.53
FUTURE STORM DRAIN
FUTURE
GRADE
EXISTING
GROUND
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE GRADE
(BY BANK OF
COLORADO)
STA.=37+76.25
INV.= 4933.49
EXISTING 36" RCP
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
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
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
FUTURE STORM DRAIN
CENTERLINE
LEMAY AVENUE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET C502 STA 46+00
C501
KEYMAP
C503
C504
C502
C501
PLAN & PROFILE
LEMAY AVENUE
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
LINE
MATCH STA
46+00
37
35
34
32
34
37
39
39
37
35
34
33
33
40
41
41
36
37
38
39
39
37
37
UD
UD
UD
UD
UD
UD
UD
���� ������� ��������
������ ����� ������
�������
������ ���.
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
LINCOLN AVENUE
PRIVATE DRIVE
DUFF DRIVE
PROPOSED
STORM DRAIN
1.3%
5:1
6:1
6:1 4:1
5:1
5:1
12:1
8:1
0.0%
0.0%
7.1%
2.1%
2.1%
0.7%
0.7%
3.5%
1.4%
2.1%
1.4%
2.1%
2.1%
2.0%
2.0%
TRACT D
NATURAL HABITATS BUFFER ZONE
D&UE
(SEE NOTE 6)
MATCH EXISTING
WEBSTER AVENUE
PROPOSED
INLETS
PROPOSED
STORM DRAIN
PROPOSED
INLET
PROPOSED
OUTLET STRUCTURE
PROPOSED FES
PROPOSED FES
PROPOSED
CURB INLET
PROPOSED
CURB INLET
15' UTILITY EASEMENT
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
4.5' SIDEWALK
5' SIDEWALK
5.5' SIDEWALK
5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
6' SIDEWALK
TRASH
TRASH
5.5' SIDEWALK
4.5' SIDEWALK
LOT 59
LOT 62
LOT 173
LOT 172
LOT 171
LOT 170
LOT 183
LOT 182
LOT 181
LOT 180
LOT 179
LOT 82
LOT 81
LOT 80
LOT 79
LOT 78
LOT 77
LOT 76
LOT 75
LOT 74
LOT 73
LOT 72
LOT 71
LOT 70
LOT 69
LOT 68
LOT 67
LOT 66
LOT 65
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LOT 63
LOT 64
TRACT A
A,D&UE
TRACT C
A,D&UE
2.4%
2.1%
2.1%
2.1%
2.8%
0.7%
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
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��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
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
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. TRACT D IS A NATURAL HABITATS BUFFER ZONE. SEE SECTION 3.4.1 OF THE LAND
USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE. REFER TO PLANNING
DOCUMENTS BY RIPLEY DESIGN, INC. FOR ADDITIONAL INFORMATION.
NOTES:
2.0%
PEDESTRIAN ACCESS RAMPS
(47.45)
EXISTING SPOT ELEVATION
PROPOSED CURB & GUTTER
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED UNDERDRAIN
UD
C401 C402
C403
C404
C404
GRADING PLAN
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
D
D
TELE
TEL�E
D
40
39
41
41
42
42
41
41
42
43
44
42
43
43
44
41
40
42
41
40
39
41
41
38
40
38
39
41
39
39
40
39
40
41
41
41
40
40
41
41
40
40
41
UD
UD
UD
UD
UD
UD UD UD
������ ������ ��
����� ����� �����������
������� ���
���������� �.�.�.
���� ��
��������
TRASH
PRIVATE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
5.4%
49:1
5.1%
8:1
7.4%
8:1
7:1
2.7%
1.8%
5.6%
7.1%
1.4%
1.4%
2.8%
2.1%
2.1%
2.2%
2.6%
2.1%
2.1%
2.1%
2.0%
2.1%
1.9%
1.0%
2.1%
2.1%
0.8%
2.3%
1.1%
1.4%
2.3%
4.0%
PRIVATE DRIVE
1.4%
PROPOSED
STORM DRAIN
EXISTING 36" RCP
STORM DRAIN
EXISTING 36" RCP
STORM DRAIN
EXISTING 42" RCP
STORM DRAIN
PROPOSED
UNDERDRAIN
PROPOSED
UNDERDRAIN
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
DRAIN BASIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
10' PAN
PROPOSED
STORM DRAIN
PROPOSED
INLET
PROPOSED
AREA INLET
PROPOSED
INLETS
15' UTILITY EASEMENT
6' SIDEWALK
6' SIDEWALK
PAVER
DETENTION
AREA
5' SIDEWALK
4.5' SIDEWALK
5' SIDEWALK
4.5' SIDEWALK
5.5' SIDEWALK
5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
5.5' SIDEWALK
5' SIDEWALK
4.5' SIDEWALK
5.5' SIDEWALK
TRASH
5.5' SIDEWALK
5.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
6' SIDEWALK
4.5' SIDEWALK
5' SIDEWALK
6' SIDEWALK
4.5' SIDEWALK
5.5' SIDEWALK
5.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
4.5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
LOT 155
LOT 156
LOT 157
LOT 158
LOT 159
LOT 160
LOT 161
LOT 162
LOT 163
LOT 164
LOT 13
LOT 6
LOT 5
LOT 129
LOT 130
LOT 131
LOT 132
LOT 133
LOT 128
LOT 124
CLUB HOUSE LOT 178
LOT 175
LOT 174
LOT 173
LOT 172
LOT 171
LOT 122
LOT 121
LOT 120
LOT 119
LOT 118
LOT 117
LOT 116
LOT 115
LOT 114
LOT 113
LOT 112
LOT 111
LOT 110
LOT 109
LOT 108
LOT 107
LOT 106
LOT 105
LOT 104
LOT 103
LOT 200
LOT 199
LOT 198
LOT 197
LOT 196
LOT 195
LOT 194
LOT 193
LOT 192
LOT 191
LOT 190
LOT 189
LOT 188
LOT 187
LOT 186
LOT 185
LOT 184
LOT 183
LOT 182
LOT 181
LOT 180
LOT 90
LOT 89
LOT 88
LOT 87
LOT 86
LOT 85
LOT 84
LOT 83
LOT 82
LOT 81
LOT 80
LOT 79
LOT 78
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LOT 177
LOT 176
LOT 125
LOT 123
LOT 127
LOT 126
LOT 135
LOT 12
LOT 11 LOT 10
LOT 8
LOT 7
LOT 9
LOT 4
LOT 2
LOT 1
LOT 3
LOT 102
LOT 101
LOT 100
LOT 99
LOT 98
LOT 97
LOT 96
LOT 95 LOT 94
LOT 93
LOT 92 LOT 91
ROW 2
ROW 3
TRACT A
A,D&UE
TRACT A
A,D&UE
2.1%
0.8%
2.6%
2.6%
2.0%
2.4%
2.4%
2.0%
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
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
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
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
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. TRACT D IS A NATURAL HABITATS BUFFER ZONE. SEE SECTION 3.4.1 OF THE LAND
USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE. REFER TO PLANNING
DOCUMENTS BY RIPLEY DESIGN, INC. FOR ADDITIONAL INFORMATION.
NOTES:
2.0%
PEDESTRIAN ACCESS RAMPS
(47.45)
EXISTING SPOT ELEVATION
PROPOSED CURB & GUTTER
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED UNDERDRAIN
UD
C401 C402
C403
C404
C403
GRADING PLAN
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
2.0%
2.0%
2.1%
2.1%
2.0%
2.0%
PORTION OF EXISTING DUFF DRIVE
TO BE REMOVED AND RECONSTRUCTED
MATCH EXISTING DUFF DRIVE
PROPOSED
STORM DRAIN
PROPOSED
UNDERDRAIN
PROPOSED
INLETS
PROPOSED
INLET
PROPOSED
INLETS
PROPOSED
CURB INLET
TYPE III
BARRICADE
PROPOSED
FES
9' UTILITY EASEMENT
15' UTILITY EASEMENT
6' SIDEWALK
5' SIDEWALK
6' SIDEWALK
6' SIDEWALK
5.5' SIDEWALK
5.5' SIDEWALK
5' SIDEWALK
5.5' SIDEWALK
TRASH
TRASH
5.5' SIDEWALK
4.5' SIDEWALK
5' SIDEWALK
LOT 39
LOT 42
LOT 44
LOT 47
LOT 50
LOT 53
LOT 55
LOT 56
LOT 59
LOT 160
LOT 161
LOT 162
LOT 163
LOT 164
LOT 165
LOT 166
LOT 167
LOT 168
LOT 169
LOT 173
LOT 172
LOT 171
LOT 170
9' UTILITY EASEMENT
LOT 41
LOT 40
LOT 45
LOT 43
LOT 46
LOT 48
LOT 51
LOT 49
LOT 52
LOT 54
LOT 57
LOT 58
LOT 60
LOT 61
LOT 63
LOT 64
TRACT A
A,D&UE
2.1%
2.1%
0.8%
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
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��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
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
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. TRACT D IS A NATURAL HABITATS BUFFER ZONE. SEE SECTION 3.4.1 OF THE LAND
USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE. REFER TO PLANNING
DOCUMENTS BY RIPLEY DESIGN, INC. FOR ADDITIONAL INFORMATION.
NOTES:
2.0%
PEDESTRIAN ACCESS RAMPS
(47.45)
EXISTING SPOT ELEVATION
PROPOSED CURB & GUTTER
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED UNDERDRAIN
UD
C401 C402
C403
C404
C402
GRADING PLAN
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
TELE
D
43
44
43
44
41
41
42
42
43
44
42
43
44
44
42
43
44
43
43
43
40
41
43
44
43
41
40
41
42
41
44
UD UD UD
����� ������
����� ����������
���� �������
�������� ������ ����������
EXISTING 100' ROW
76' ROW
115' ROW
EXISTING
36'
EOA-EOA
BUCKINGHAM STREET
ALLEY
10TH STREET
FUTURE REALIGNED LEMAY AVENUE
DUFF DRIVE
LEMAY AVENUE
LOT 24
LOT 21
LOT 27
LOT 18
LOT 17
LOT 14
???
4:1
4:1
2.1%
2.0%
2.1%
2.1%
2.1%
2.0%
2.1%
1.9%
2.1%
2.2%
1.9%
1.3%
1.0%
2.0%
1.0%
1.9%
7.6%
3.8%
3.1%
3.4%
2.3%
TRACT B
COMMON
AREA
INTERIM ASPHALT
ACCESS ROAD
EXISTING
STORM DRAIN
EXISTING 36" RCP
STORM DRAIN
PROPOSED
UNDERDRAIN (TYP.)
INTERIM ASPHALT
ACCESS ROAD
PAN
CONNECT TO
EXISTING
STORM MANHOLE
PROPOSED
INLET
15' UTILITY EASEMENT
5' SIDEWALK
6' SIDEWALK
9' UTILITY EASEMENT
15' UTILITY EASEMENT
5' SIDEWALK
5' SIDEWALK
5.5' SIDEWALK
6' SIDEWALK
5.5' SIDEWALK
5.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
TRASH
5' SIDEWALK
5.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
5.5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5.5' SIDEWALK
4.5' SIDEWALK
LOT 31
LOT 28
LOT 33
LOT 36
LOT 38
LOT 39
LOT 42
LOT 136
LOT 137
LOT 138
LOT 139
LOT 140
LOT 141
LOT 142
LOT 143
LOT 144
LOT 145
LOT 146
LOT 148
LOT 149
LOT 150
LOT 151
LOT 152
LOT 153
LOT 154
LOT 155
LOT 156
LOT 157
LOT 147
LOT 158
LOT 159
LOT 160
LOT 161
LOT 162
LOT 163
LOT 13
LOT 133
PRIVATE DRIVE
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LOT 15
LOT 16
LOT 20
LOT 19
LOT 22
LOT 23
LOT 26
LOT 25
LOT 29
LOT 30
LOT 34
LOT 32
LOT 35
LOT 37
LOT 41
LOT 40
LOT 134
LOT 135
LOT 12
LOT 11 LOT 10
TRACT A
A,D&UE
TRACT A
A,D&UE
2.1%
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
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
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. TRACT D IS A NATURAL HABITATS BUFFER ZONE. SEE SECTION 3.4.1 OF THE LAND
USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE. REFER TO PLANNING
DOCUMENTS BY RIPLEY DESIGN, INC. FOR ADDITIONAL INFORMATION.
NOTES:
2.0%
PEDESTRIAN ACCESS RAMPS
(47.45)
EXISTING SPOT ELEVATION
PROPOSED CURB & GUTTER
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED UNDERDRAIN
UD
C401 C402
C403
C404
EXISTING 100' ROW
C401
GRADING PLAN
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
36" RCP
12" W 12" W
12" W
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
D
D
X X
X
X
X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
D
D
TELE
TEL�E
TELE
D
T
T
D
4935
4932
4933
4934
4936
4937
4938
4932
4933
4934
4935
4934
4940
4936
4937
4937
4937
4938
4939
4940
4936
4937
4938
4939
4941
4942
4943
4935
4936
4937
4938
4939
4940
4939
4941
4942
4940
4936
4937
4938
4939
4941
4935
4935
4932
4932
4932
4933
4933
4933
4934
4934
4936
4936
4936
4936
4937
4938
4935
4935
4933
4933
4934
4934
4936
4936
4935
4935
4933
4934
4934
4935
4933
4933
4934
4935
4934
4938
4935
4937
4938
4940
4940
4937
4937
4938
4938
4939
4939
4941
����� ������
����� ����������
��� 4
������ ������ ��
����� ����� �����������
������ ������
��� 4
������ ������ ��
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��� 3
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���� ������� ��������
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������ 3��
����
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���� ������� ��������
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���� ������� ��������
������ ����������
���� �������
�������� ������ ����������
INTERIM ASPHALT
ACCESS ROAD
���� ��
��������
UD UD UD UD
UD UD
UD
UD
UD
���� ������� ��������
������ ����� ������
INTERIM ASPHALT
ACCESS ROAD
36
35
34
36
36
35
34
36
37
37
38
39
39
35
34
36
37
38
39
40
36
37
38
39
41
42
43
44
43
44
40
40
39
35
34
36
37
38
39
39
39
40
39
41
41
42
42
41
41
42
42
43
44
41
42
43
41
41
42
43
44
41
42
41
42
43
44
44
42
43
44
43
43
43
36
37
35 34
32
34
37
39
39
37
35
34
33
33
40
41
41
40
42
41
41
40
41
43
44
43
40
39
41
41
38
40
38
39
41
36
37
38
39
39
40
39
40
41
41
41
40
40
41
41
37
37
37
38
40
41
42
40
41
40
41
41
42
44
WEBSTER AVENUE
DUFF DRIVE
INTERNATIONAL BOULEVARD
CLUB
HOUSE
FUTURE LEMAY AVENUE
FUTURE INTERNATIONAL BOULEVARD
FUTURE STREET
BUCKINGHAM STREET
10TH
STREET
DUFF DRIVE
PRIVATE DRIVE
PRIVATE DRIVE
LINCOLN AVENUE
DETENTION
POND
MAINT.
EXISTING LEMAY AVENUE
TRASH
TRASH
TRASH
TRASH
TRASH
PRIVATE DRIVE
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
C401 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
(47.45)
EXISTING SPOT ELEVATION
PROPOSED CURB & GUTTER
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED UNDERDRAIN
UD
C400
GRADING PLAN
OVERALL
A. Reese
A. Boese
1"=80'
( IN FEET )
0
1 INCH = 80 FEET
80 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
P
V
C
R
=
1
0
6
5
.
0
0
'
7
0
.
5
3
L
F
1
2
"
P
V
C
R
=
1
0
8
5
.
0
0
'
127.86 LF 12" PVC
R=1085.00'
STA. 19+21.29
END HORZ.
DEFLECTION
N:132241.87
E:201399.49
STA. 17+35.42
BEGIN HORZ.
DEFLECTION
N:132071.93
E:201324.78
STA. 13+37.02
BEGIN HORZ.
DEFLECTION
N:131701.49
E:201180.06
STA. 10+00.00
CONNECT TO EXISTING
12" AC WATERLINE
w/ 45� BEND
1 - 12" GV (N)
N:131400.52
E:201213.04
STA. 14+07.55
12"x8" TEE w/TB
1 - 8" GV (E)
1 - 12" BUTTERFLY VALVE (N)
N:131764.13
E:201212.45
STA. 20+39.99
STUB & CAP
12" WATERLINE
N:132345.96
E:201456.55
������� ���
���������� �.�.�.
�������
������ ���. ���� ������� ��������
������ 3��
���� ������� ��������
������ ����������
DUFF DRIVE
PRIVATE DRIVE
LINCOLN AVENUE
STA. 15+35.42
END HORZ.
DEFLECTION
N:131882.52
E:201260.55
STA. 15+94.48
12"x8" TEE w/TB
1 - 12" BUTTERFLY VALVES (N)
1 - 8" GV (W)
N:131938.46
E:201279.52
15' UTILITY EASEMENT
15' UTILITY EASEMENT
EXISTING 24" RCCP
WATERLINE (NWCWD)
EXISTING 8" PVC WATERLINE
(CITY OF FORT COLLINS)
EXISTING 12" AC
WATERLINE (ELCO)
FND. #4 REBAR
w/ BLUE CAP LS #37963
N:131397.22
E:201313.36
N88�06'45"W
100.37'
STA. 10+83.27
22.50� BEND w/ TB
N:131480.62
E:201190.27
STA. 11+57.10
22.50� BEND w/ TB
N:131538.50
E:201144.45
STA. 11+62.10
90.00� BEND w/ TB
N:131540.99
E:201140.11
STA. 12+05.03
22.50� BEND w/ TB
N:131578.22
E:201161.50
83.27 LF 12" PVC
N15�52'09"W
73.83 LF 12" PVC
N38�22'09"W
42.93 LF 12" PVC
N29�53'04"E
53.27 LF 12" PVC
N29�12'32"E
5.00 LF 12" PVC
N60�06'56"W
46.07 LF 12" PVC
N28�43'57"E
69.21 LF 12" PVC
N28�43'57"E
3.41 LF 12" PVC
N28�43'57"E
STA. 19+67.37
12"x12" CROSS
3 - 12" BUTTERFLY VALVES (W,E,N)
1 - 12"x8" REDUCER (E)
N:132282.28
E:201421.64
STA. 20+36.58
12"x6" SWIVEL TEE
1 - 6" GV (E)
1 - 12" BUTTERFLY VALVE (N)
& FH ASSEMBLY
N:132342.97
E:201454.91
WEBSTER AVENUE
34.90 LF 12" PVC
N07�23'04"E
43.82 LF 12" PVC
N15�47'28"W
STA. 12+39.93
22.50� BEND w/ TB
N:131612.83
E:201165.99
STA. 12+83.75
45.00� BEND w/ TB
N:131655.00
E:201154.06
59.07 LF 12" PVC
N18�32'07"E
142.47 LF 12" PVC
N18�48'54"E
STA. 14+52.02
12"x6" SWIVEL TEE
1 - 12" GV (N)
1 - 6" GV (E)
& FH ASSEMBLY
N:131804.65
E:201230.76
4915
4920
4925
4930
4935
4940
4945
4950
4915
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
STA. 10+00.0
CONNECT TO EXISTING
w/ 45� BEND
T.O.P.=4931.84
STA. 13+27.3
44.9� DEFLECTION
T.O.P.=4933.82
STA. 13+01.0
45.0� DEFLECTION
T.O.P.=4933.81
STA. 13+04.6
45.0� DEFLECTION
T.O.P.=4930.23
STA. 13+23.7
45.0� DEFLECTION
T.O.P.=4930.23
STA. 10+30.4
45.0� DEFLECTION
T.O.P.=4931.84
STA. 10+33.5
45.0� DEFLECTION
T.O.P.=4928.76
STA. 10+54.3
45.0� DEFLECTION
T.O.P.=4928.76
STA. 10+59.4
45.0� DEFLECTION
T.O.P.=4933.81
STA. 11+98.1
0.0� DEFLECTION
T.O.P.=4933.81
STA. 19+13.7
45.0� DEFLECTION
T.O.P.=4932.57
STA. 19+36.9
45.0� DEFLECTION
T.O.P.=4932.57
STA. 19+38.3
45.0� DEFLECTION
T.O.P.=4933.94
STA. 19+67.4
0.8� DEFLECTION
T.O.P.=4933.94
STA. 20+07.8
0.6� DEFLECTION
T.O.P.=4934.53
STA. 20+40.0
STUB & CAP
T.O.P.=4935.32
STA. 13+67.3
0.6� DEFLECTION
T.O.P.=4933.89
STA. 14+07.3
0.1� DEFLECTION
T.O.P.=4934.35
STA. 14+47.3
0.4� DEFLECTION
T.O.P.=4934.77
STA. 19+11.4
44.9� DEFLECTION
T.O.P.=4934.89
STA. 18+71.4
0.2� DEFLECTION
T.O.P.=4934.96
STA. 18+31.4
0.0� DEFLECTION
T.O.P.=4935.16
STA. 17+51.4
0.4� DEFLECTION
T.O.P.=4935.57
STA. 17+91.4
0.0� DEFLECTION
T.O.P.=4935.36
STA. 10+83.27
22.5� BEND
T.O.P.=4933.81
STA. 12+05.03
45� BEND
T.O.P.=4933.81
STA. 11+57.10
22.5� BEND
T.O.P.=4933.81
STA. 11+62.10
90� BEND
T.O.P.=4933.81
STA. 19+67.37
12"x12" CROSS
T.O.P.=4933.94
STA. 20+36.58
12"x6" SWIVEL TEE
T.O.P.=4935.23
STA. 12+39.93
22.5� BEND
T.O.P.=4933.81
STA. 12+83.75
45� BEND
T.O.P.=4933.81
STA. 15+94.48
12"x8" TEE
T.O.P.=4935.16
STA. 17+36.96
BEGIN HORZ.
DEFLECTION
T.O.P.=4935.53
STA. 13+37.02
BEGIN HORZ.
DEFLECTION
T.O.P.=4933.83
STA. 19+21.30
END HORZ.
DEFLECTION
T.O.P.=4932.57
STA. 15+35.42
END HORZ.
DEFLECTION
T.O.P.=4935.00
STA. 14+07.55
12"x6" TEE
T.O.P.=4934.36
18" MIN.
18" MIN.
STA.=10+43.90
INV.= 4930.68
48" RCP
STA.=13+12.59
INV.= 4932.02
30" RCP
PROPOSED
GROUND
EXISTING
GROUND
STA.=19+23.75
INV.= 4934.28
3 - 18" RCP
18" 18" MIN. MIN.
STA.=11+29.67
APPROXIMATE TOP= LOCATION �4930.2
EXISTING 24" WATERLINE
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
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�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM DRAIN
LEGEND:
NOTES:
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
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 WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
8. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
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
C307
PLAN AND PROFILE
WATER LINE 2
A. Reese
A. Boese
1"=50'
WATER LINE 2
NORTH
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
C307
WATER LINE 1
SEE SHEET C306
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
E:201447.39
15' UTILITY EASEMENT
9' UTILITY EASEMENT
WATER LINE 2
SEE SHEET C307
�������
������ ���.
���� ������� ��������
������ 3��
4920
4925
4930
4935
4940
4945
4950
4955
4920
4925
4930
4935
4940
4945
4950
4955
21+50 22+00 23+00 24+00 25+00 25+50
STA. 23+71.2
44.6� DEFLECTION
T.O.P.=4935.00
STA. 23+73.3
45.0� DEFLECTION
T.O.P.=4932.88
STA. 23+94.8
0.8� DEFLECTION
T.O.P.=4932.88
STA. 24+11.7
0.7� DEFLECTION
T.O.P.=4933.12
STA. 23+22.1
0.4� DEFLECTION
T.O.P.=4935.64
STA. 24+81.2
CONNECT TO EXISTING
T.O.P.=4933.94
STA. 24+31.7
0.7� DEFLECTION
T.O.P.=4933.66
STA. 24+51.7
0.8� DEFLECTION
T.O.P.=4933.94
STA. 24+48.14
12"x12" TEE
T.O.P.=4933.89
STA. 21+76.03
BEGIN HORZ.
DEFLECTION
T.O.P.=4936.55
STA. 21+96.97
END HORZ.
DEFLECTION
T.O.P.=4936.42
PROPOSED
GROUND
EXISTING
GROUND
STA.=23+82.30
INV.= 4934.59
18" RCP
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
12" PVC
12" PVC
12" PVC
8" PVC
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM DRAIN
LEGEND:
NOTES:
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
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 WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
8. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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
C306
PLAN AND PROFILE
WATER LINE 1
A. Reese
A. Boese
1"=50'
WATER LINE 1
NORTH
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
LINE
MATCH STA
21+50
C305
C306
MATCH LINE SEE SHEET C305 STA 21+50
6" W 6" W
12" SS
8" SS
S
12" SS
8" SS 8" SS 8" SS
D
�
10" SS
S
S
S
W
W
S
W
W
W S W S W S W S W S W S W
W S W S
W
S
UD UD UD UD UD UD
S43�43'25"E
431.72'
465.23 LF 12" PVC
S60�52'44"E
266.61 LF 12" PVC
S60�52'44"E
1
7
7
.
8
4
L
F
1
2
"
P
V
C
R
=
6
0
0
.
0
0
'
STA. 10+00.00
CONNECT TO EXISTING
12" AC WATERLINE
w/ 12"x12" TEE
1 - 12" BUTTERFLY VALVE (E)
STUB & CAP (S)
N:132940.85
E:200140.41
STA. 19+09.42
12"x6" TEE w/ TB
1 - 12" BUTTERFLY VALVE (W)
1 - 6" GV (S)
N:132552.35
E:200955.60
DUFF DRIVE
EXISTING 24" D.I.P.
WATERLINE
(CITY OF FORT COLLINS)
EXISTING 24" RCCP
WATERLINE (NWCWD)
EXISTING 12" AC
WATERLINE (ELCO)
30' TEMPORARY
ACCESS DRIVE
FND. #4 REBAR
w/ CAP ILLEGIBLE
N:132628.85
E:200438.81
����� ������
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�����
10�� ������
9' UTILITY EASEMENT 9' UTILITY EASEMENT
EXISTING 30" RCP
STORM DRAIN
STA. 12+98.15
12"x8" TEE w/ TB
1 - 8" GV (S)
N:132849.83
E:200421.60
STA. 10+20.00
11.25� BEND w/ TB
N:132940.54
E:200160.41
20.00 LF 12" PVC
S89�06'42"E
26.02 LF 12" PVC
S60�52'44"E
146.04 LF 12" PVC
S60�52'44"E
STA. 14+44.19
12"x6" SWIVEL TEE
1 - 12" BUTTERFLY VALVE (E)
1 - 6" GV (S)
& FH ASSEMBLY
N:132778.76
E:200549.18
STA. 10+94.29
BEGIN HORZ.
DEFLECTION
N:132924.92
E:200233.04
STA. 12+72.13
END HORZ.
DEFLECTION
N:132862.49
E:200398.87
EXISTING
STORM DRAIN
4920
4925
4930
4935
4940
4945
4950
4955
4920
4925
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 20+00 21+00 21+50
PROPOSED
GROUND
EXISTING
GROUND
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC 12" PVC
12" PVC
STA. 10+00.0
12"X12" TEE
T.O.P.=4938.30
STA. 16+80.0
0.2� DEFLECTION
T.O.P.=4939.50
STA. 15+03.0
0.3� DEFLECTION
T.O.P.=4939.10
STA. 15+78.7
0.5� DEFLECTION
T.O.P.=4939.65
STA. 11+72.9
0.2� DEFLECTION
T.O.P.=4937.75
STA. 13+33.8
44.8� DEFLECTION
T.O.P.=4937.67
STA. 14+45.5
0.3� DEFLECTION
T.O.P.=4938.40
STA. 13+09.4
45.0� DEFLECTION
T.O.P.=4937.67
STA. 13+12.4
45.0� DEFLECTION
T.O.P.=4934.70
STA. 13+30.9
45.0� DEFLECTION
T.O.P.=4934.70
STA. 19+45.1
0.0� DEFLECTION
T.O.P.=4938.00
STA. 19+09.42
12"x6" TEE
T.O.P.=4938.21
STA. 10+20.00
11.25� BEND
T.O.P.=4938.24
STA. 12+98.15
12"x8" TEE
T.O.P.=4937.68
STA. 14+44.19
12"x6" SWIVEL TEE
T.O.P.=4938.39
STA. 10+94.29
BEGIN HORIZ.
DEFLECTION
T.O.P.=4938.00
STA. 12+72.13
END HORZ
DEFLECTION
T.O.P.=4937.69
STA.=18+96.15
INV.= 4935.78
8" SANITARY
18" MIN.
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
STA.=13+21.62
INV.= 4936.49
EXISTING 30" RCP
18" MIN.
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM DRAIN
LEGEND:
NOTES:
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
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 WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
8. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
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
C305
PLAN AND PROFILE
WATER LINE 1
A. Reese
A. Boese
1"=50'
WATER LINE 1
NORTH
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
LINE
MATCH STA
21+50
MATCH LINE SEE SHEET C306 STA 21+50
C305
C306
INTERNATIONAL BOULEVARD
LINCOLN AVENUE
S
S
S
W
W
W
W
W
S
S W
W S
UD
UD
UD
UD
UD
UD
UD
CONNECT TO EXISTING
12" AC WATERLINE (ELCO)
PRIVATE DRIVE
WEBSTER AVENUE
DUFF DRIVE
(60' EXISTING ROW)
���� ������� ��������
������ ����� ������
�������
������ ���.
15' UTILITY EASEMENT
FIRE
HYDRANT
MASTER
METER
STORM DRAIN (TYP.)
EXISTING 12" AC
WATERLINE (ELCO)
EXISTING 6" PVC
WATERLINE (ELCO)
EXISTING 8" PVC WATERLINE
(CITY OF FORT COLLINS)
EXISTING 24" RCP
NWCWD WATERLINE
EXISTING
FIRE HYDRANT
EXISTING
FIRE HYDRANT
STORM
DRAIN
FIRE HYDRANT
CONNECT TO EXISTING
SANITARY MANHOLE
(BOXELDER SANITATION)
POND OUTLET
STRUCTURE
TYPE III
BARRICADE
WATER LINE 2
SEE SHEET C307
TRACT D
NATURAL HABITATS BUFFER ZONE
D&UE
(SEE NOTE 9)
8" PVC SEWER
1
2
"
P
V
C
W
A
T
E
R
12" PVC WATER
1
2
"
P
V
C
W
A
T
E
R
1
2
"
P
V
C
W
A
T
E
R
8" PVC WATER
8" PVC SEWER
12" PVC WATER
12" PVC WATER
12" PVC WATER
8" PVC WATER
8" PVC SEWER
30' EAE
30' EAE
30' EAE
TRACT C
A,D&UE
LOT
79
LOT
80
LOT
81
LOT
82 LOT
78
TRACT E
LOT
77
LOT
66
LOT
75
LOT
68
LOT
76
LOT
69
LOT
70
LOT
71
LOT
72
LOT
73
LOT
74
LOT
67
LOT
65
LOT
180
LOT
181
LOT
182
LOT
183 LOT
179
LOT
62
LOT
LOT 59
173
LOT
172 LOT
170
LOT
171
LOT
61
LOT
64
LOT
63
TRACT A
A,D&UE
15' UTILITY EASEMENT
8" PVC WATER 8" PVC WATER
8" PVC WATER
UNDERDRAIN
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
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�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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
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
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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 WEST OF INTERNATIONAL BOULEVARDSHALL BE PER
FORT COLLINS UTILITIES STANDARD CONSTRUCTION SPECIFICATIONS, LATEST
EDITION.
4. ALL SEWER CONSTRUCTION EAST OF INTERNATIONAL BOULEVARDSHALL BE PER
BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
6. 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.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. TRACT D IS A NATURAL HABITATS BUFFER ZONE. SEE SECTION 3.4.1 OF THE LAND
USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE. REFER TO PLANNING
DOCUMENTS BY RIPLEY DESIGN, INC. FOR ADDITIONAL 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
PROPOSED LOT LINE
C301 C302
C303
C304
C304
UTILITY PLAN
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for accuracy and completeness of design.
Reviewed By:
General Manager Date
E
E
E
E
E
E
D
�
D
TELE
TEL�E
�
��
D
W
W
W W W W W
W W
S
C
C
SS
WV
E
E
E
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
OHE OHE OHE OHE OHE OHE
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
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
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
/ / / / / / / /
CLUB
HOUSE
S
S
S S
S
S
S
S
W
W W
W
W
W
W
S
W S
W
W S
S
S W
S
S
W
W
W S W
S
S W
S W
W S W S S W S W
S W
W S
W
UD
UD
UD
UD
UD
UD UD UD
PRIVATE DRIVE
���� ��
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(�� ������ ��
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PRIVATE DRIVE
LINCOLN AVENUE
15' UTILITY EASEMENT
15' UTILITY EASEMENT
/ / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING 40.7'
EOP-EOP
30' EAE
EXISTING 20'
UTILITY EASEMENT
EXISTING 10' UTILITY
& DRAINAGE EASEMENT
10' MOUNTAIN STATES TELEPHONE AND
TELEGRAPH COMPANY RIGHT-OF-WAY
EASEMENT
EXISTING 12" PVC SANITARY SEWER
(CITY OF FORT COLLINS)
FIRE
HYDRANT
WATER
SERVICE (TYP.)
SANITARY
SERVICE (TYP.)
EXISTING 24" D.I.P.
WATERLINE
(CITY OF FORT COLLINS)
EXISTING 24" RCCP
WATERLINE (NWCWD)
EXISTING 12" AC
WATERLINE (ELCO)
TO BE ABANDONED
PER DISTRICT
REQUIREMENTS
EXISTING 8" D.I.P. WATERLINE
(CITY OF FORT COLLINS)
EXISTING 24" RCCP
WATERLINE (NWCWD)
12" AC WATERLINE (ELCO)
TO BE ABANDONED PER
DISTRICT REQUIREMENTS
EXISTING 36" RCP
STORM DRAIN
FIRE
HYDRANT
NEW MANHOLE ON EXISTING
12" PVC SANITARY SEWER
CONNECT TO
EXISTING
STORM DRAIN
CONNECT TO EXISTING
48" STORM DRAIN
UNDERDRAIN
12" AC WATERLINE (ELCO)
TO BE ABANDONED
PER DISTRICT
REQUIREMENTS
FIRE
HYDRANT
STORM DRAIN
STORM DRAIN
STORM DRAIN
UNDER DRAIN
TRACT A
A,D&UE
ROW 3
ROW 2
8" PVC SEWER
8" PVC SEWER 8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
6' UE
CONNECT TO
EXISTING SANITARY
SEWER
8" PVC WATER
8" PVC SEWER
8" PVC SEWER 8" PVC SEWER
8" PVC WATER
8" PVC WATER
24' EAE
30' EAE
24' EAE
30' EAE
24' EAE
24' EAE
24' EAE
30' EAE
24' EAE
24' EAE
30' EAE
30' EAE
PRIVATE DRIVE
LOT
90
LOT
85
LOT
86
LOT
79
LOT
87
LOT
80
LOT
88
LOT
81
LOT
89
LOT
82
LOT
83
LOT
84
LOT
184
LOT
185
LOT
186
LOT
187
LOT
180
LOT
188
LOT
181
LOT
189
LOT
182
LOT
183
LOT
199
LOT
191
LOT
198
LOT
190
LOT
197
LOT
196
LOT
195
LOT
194
LOT
193
LOT
200
LOT
192
LOT
107
LOT
106
LOT
105
LOT
104
LOT
108
LOT
109
LOT
110
LOT
111
LOT
112
LOT
2
LOT
124
LOT
128
LOT
129
LOT
13
LOT
6
LOT
5
LOT
120 LOT
119
LOT
118
LOT
117
LOT
116
LOT
115
LOT
122
LOT
114
LOT
121
LOT
113
LOT
103
LOT
161
LOT
160
LOT
159
LOT
158
LOT
157
LOT
156
LOT
163
LOT
162
LOT
178
LOT
175 LOT
174
LOT
173
LOT
172
LOT
133
LOT
132
LOT
131
LOT
130
LOT
171
LOT
94
LOT
95
LOT
93
LOT
102
LOT
101
LOT
100
LOT
99
LOT
98 LOT
97 LOT
96
LOT
91
LOT
92
LOT
4
LOT
1
LOT
3
LOT
8
LOT
9
LOT
7
LOT
10
LOT
11
LOT
12
LOT
126
LOT
127 LOT
125
LOT
123
LOT
135
LOT
176
LOT
177
TRACT A
A,D&UE
TRACT A
A,D&UE
8" PVC WATER 8" PVC WATER
8" PVC WATER
FIRE
HYDRANT
8" PVC WATER 8" PVC WATER
8" PVC WATER
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
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NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
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P����: 970.221.4158
DATE:
AUGUST 28, 2015
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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
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
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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 WEST OF INTERNATIONAL BOULEVARDSHALL BE PER
FORT COLLINS UTILITIES STANDARD CONSTRUCTION SPECIFICATIONS, LATEST
EDITION.
4. ALL SEWER CONSTRUCTION EAST OF INTERNATIONAL BOULEVARDSHALL BE PER
BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
6. 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.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. TRACT D IS A NATURAL HABITATS BUFFER ZONE. SEE SECTION 3.4.1 OF THE LAND
USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE. REFER TO PLANNING
DOCUMENTS BY RIPLEY DESIGN, INC. FOR ADDITIONAL 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
PROPOSED LOT LINE
C301 C302
C303
C304
C303
UTILITY PLAN
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for accuracy and completeness of design.
Reviewed By:
General Manager Date
SANITARY
SERVICE (TYP.)
STORM DRAIN (TYP.)
EXISTING 8" PVC
ELCO WATERLINE
CONNECT TO EXISTING
8" ELCO WATERLINE
STUB AND CAP
12" PVC WATERLINE
EXISTING
FIRE HYDRANT
UNDERDRAIN
CONNECT SERVICE
TO EXISTING SANITARY MANHOLE
(BOXELDER SANITATION)
TYPE III
BARRICADE
WATER LINE 1
SEE SHEET C306
WATER LINE 2
SEE SHEET C307
1
2
"
P
V
C
W
A
T
E
R
1
2
"
P
V
C
W
A
T
E
R
12" PVC WATER 12" PVC WATER
12" PVC WATER
8" PVC SEWER
12" PVC WATER
8" PVC SEWER
24' EAE
30' EAE
30' EAE
30' EAE
TRACT A
A,D&UE
LOT
50
LOT
47
LOT
44
LOT
56
LOT
59
LOT
42
LOT
39
LOT
53 LOT
55
LOT
161
LOT
169
LOT
LOT
168
LOT
167
LOT
166
LOT
165
LOT
163
LOT
162
LOT
173
LOT
172 LOT
170
LOT
164
LOT
171
LOT
52
LOT
54
LOT
40
LOT
41
LOT
43
LOT
45
LOT
46
LOT
48
LOT
49
LOT
51
LOT
57
LOT
58
LOT
60
LOT
61
LOT
63
8" PVC WATER
8" PVC WATER
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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
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
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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 WEST OF INTERNATIONAL BOULEVARDSHALL BE PER
FORT COLLINS UTILITIES STANDARD CONSTRUCTION SPECIFICATIONS, LATEST
EDITION.
4. ALL SEWER CONSTRUCTION EAST OF INTERNATIONAL BOULEVARDSHALL BE PER
BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
6. 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.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. TRACT D IS A NATURAL HABITATS BUFFER ZONE. SEE SECTION 3.4.1 OF THE LAND
USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE. REFER TO PLANNING
DOCUMENTS BY RIPLEY DESIGN, INC. FOR ADDITIONAL 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
PROPOSED LOT LINE
C301 C302
C303
C304
C302
UTILITY PLAN
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for accuracy and completeness of design.
Reviewed By:
General Manager Date
C
S
x x
x
x
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
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
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
D
D
SS SS SS SS SS SS SS
S
12" W 12" W 12" W
24" W 24" W
6" W 6" W 6" W 6" W 6" W 6" W 6" W
6" W 6" W 6" W
12" SS 12" SS
8" SS
S
12" SS
8" SS 8" SS
DUFF DRIVE
S
S
S
S
S
S
W
W
W
W
W
S
W
W
W
W S
S W S W
W S W S W S
W S W S
W
W S W S
S
W
S W
UD UD UD
BUCKINGHAM STREET
BUCKINGHAM STREET
ALLEY
10TH STREET
1
5
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
����� ������
����� ����������
���� �������
�������� ������ ����������
15' UTILITY EASEMENT
TEMPORARY 12'
EOA-EOA
ACCESS DRIVE
9' UTILITY EASEMENT
MASTER
METER
TEMPORARY 5'
WALK
LEMAY AVENUE
8" PVC WATER
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
50' ��-��
76' ROW
20' INTERIM
ACCESS DRIVE
EXISTING ROW
(WIDTH VARIES)
EXISTING 10' UTILITY
& DRAINAGE EASEMENT
EXISTING 100' ���
EXISTING 20'
UTILITY EASEMENT
EXISTING 10"
SANITARY SEWER
FIRE
HYDRANT
FIRE HYDRANT
FIRE
HYDRANT
WATER SERVICE (TYP.)
SANITARY SERVICE (TYP.)
EXISTING 24" D.I.P.
WATERLINE
(CITY OF FORT COLLINS)
EXISTING 24" RCCP
WATERLINE (NWCWD)
EXISTING 12" AC
WATERLINE (ELCO)
TO BE ABANDONED
PER DISTRICT
REQUIREMENTS
EXISTING 36"
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING 10" SANITARY SEWER
(CITY OF FORT COLLINS)
TEMPORARY 50'R
TURN-AROUND
FIRE
HYDRANT
CONNECT TO EXISTING
STORM MANHOLE
CONNECT TO EXISTING
12" AC ELCO WATERLINE
WATER LINE 1
SEE SHEET C305
TRACT B
COMMON
AREA
8" PVC SEWER
8" PVC SEWER 8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
12" PVC WATER
1
2
"
P
V
C
W
A
T
E
R
8" PVC SEWER
12" PVC WATER
8
"
P
V
C
W
A
T
E
R
8
"
P
V
C
W
A
T
E
R
MASTER
METER
STORM DRAIN
12" PVC WATER 12" PVC WATER
8
"
P
V
C
W
A
T
E
R
8" PVC WATER
24' EAE
30' EAE
30' EAE
19' EAE
24' EAE
30' EAE
8" PVC WATER
28' EAE
PRIVATE DRIVE
ONE WAY
PRIVATE DRIVE
LOT
13
LOT
14
LOT
17
LOT
18
LOT
42
LOT
39
LOT
33
LOT
27
LOT
38
LOT
36
LOT
31
LOT
24
LOT
21
LOT
161
LOT
153
LOT
145
LOT
160
LOT
152
LOT
144
LOT
159
LOT
151
LOT
158
LOT
150
LOT
157
LOT
149
LOT
156
LOT
148
LOT
155
LOT
147
LOT
162
LOT
154
LOT
146
LOT
142
LOT
143
LOT
136
LOT
137
LOT
138
LOT
139
LOT
140
LOT
141
LOT
133
LOT
28
LOT
10
LOT
11
LOT
12
LOT
134
LOT
135
LOT
15
LOT
16
LOT
19
LOT
20
LOT
22
LOT
23
LOT
25
LOT
26
LOT
29
LOT
32
LOT
34
LOT
35
LOT
37
LOT
40
LOT
41
LOT
30
TRACT A
A,D&UE
TRACT A
A,D&UE
8" PVC WATER 8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
UNDERDRAIN
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
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��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
KEYMAP
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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
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
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
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 WEST OF INTERNATIONAL BOULEVARDSHALL BE PER
FORT COLLINS UTILITIES STANDARD CONSTRUCTION SPECIFICATIONS, LATEST
EDITION.
4. ALL SEWER CONSTRUCTION EAST OF INTERNATIONAL BOULEVARDSHALL BE PER
BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
6. 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.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. TRACT D IS A NATURAL HABITATS BUFFER ZONE. SEE SECTION 3.4.1 OF THE LAND
USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE. REFER TO PLANNING
DOCUMENTS BY RIPLEY DESIGN, INC. FOR ADDITIONAL 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
PROPOSED LOT LINE
C301 C302
C303
C304
C301
UTILITY PLAN
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for accuracy and completeness of design.
Reviewed By:
General Manager Date
H
B
B
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
OHE OHE OHE
8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
/ / / / / / / /
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/ / / / / / / /
OHP OHP
OHP
OHP OHP OHP OHP
OHP OHP OHP OHP
OHP OHP
OHP OHP
WV
WV
WV
WV
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WV
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TS
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EV
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G
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W
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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
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 8" W
12" W 12" W 12" W
24" W 24" W 24" W 24" W
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
D
D
SS SS SS
S
12" W 12" W 12" W
24" W 24" W
6" W 6" W 6" W 6" W
S
S
SS
S
SS
SS SS SS SS
SS SS SS SS
X X
X
X
X
X
/ / / / / / / /
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/ / / / / / / / / / / / / / / /
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/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
E
E
24" W
24" W
E
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UD UD UD UD
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UD
UD
UD
UD
8" PVC SEWER 8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
WEBSTER AVENUE
DUFF DRIVE
INTERNATIONAL BOULEVARD
CLUB
HOUSE
PRIVATE DRIVE
STORM DRAIN
CONNECT TO EXISTING
6" WATERLINE (ELCO)
EXISTING 6" PVC WATERLINE
(ELCO)
EXISTING 8" PVC
WATERLINE (ELCO)
CONNECT TO EXISTING
EXISTING 12" PVC 8" WATERLINE (ELCO)
SANITARY SEWER
(CITY OF FORT COLLINS)
EXISTING 8" WATERLINE
(CITY OF FORT COLLINS)
CONNECT TO EXISTING
12" AC WATERLINE (ELCO)
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EXISTING 24" RCCP WATERLINE
(NWCWD)
EXISTING 8" PVC WATERLINE
(CITY OF FORT COLLINS)
PRIVATE DRIVE
STORM
DRAIN
STORM
DRAIN
12" PVC WATER
1
2
"
P
V
C
W
A
T
E
R
12" PVC WATER
MASTER
METER
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
OUTLET
STRUCTURE
STORM FES
STORM DRAIN
DUFF DRIVE
STORM
DRAIN
STORM
DRAINS
MASTER
METER
8" PVC SEWER
1
2
"
P
V
C
W
A
T
E
R
1
2
"
P
V
C
W
A
T
E
R
8" PVC SEWER
8" PVC SEWER
STORM
DRAIN
CONNECT TO EXISTING
8" SANITARY SEWER (BOXELDER)
L
I
N
C
O
L
N
A
V
E
N
U
E
8" PVC SEWER
TRASH
FUTURE INLET
CONNECT TO EXISTING
12" AC WATERLINE (ELCO)
8" PVC WATER
UNDERDRAIN
8" PVC SEWER
8" PVC SEWER
8" PVC SEWER
UNDERDRAIN
UNDERDRAIN
1
2
"
P
V
C
W
A
T
E
R
1
2
"
P
V
C
W
A
T
E
R
12" PVC WATER
WATER LINE 1
SEE SHEET C305
WATER LINE 1
SEE SHEET C306
WATER LINE 2
SEE SHEET C307
MASTER
METER
FUTURE
STORM
DRAIN
12" PVC WATER 12" PVC WATER
8
"
P
V
C
W
A
T
E
R
8
"
P
V
C
W
A
T
E
R
8" PVC WATER
8
"
P
V
C
W
A
T
E
R
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC SEWER
FIRE
HYDRANT
TRASH
TRASH
TRASH
TRASH
MAINT.
6" PVC WATER
PRIVATE DRIVE
8" PVC WATER
8" PVC WATER
8" PVC SEWER
8" PVC WATER
8" PVC WATER 8" PVC WATER
8" PVC WATER
8" PVC WATER
C300
UTILITY PLAN
OVERALL
A. Reese
A. Boese
1"=80'
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
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NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
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08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
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P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
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
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
C301 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 WEST OF INTERNATIONAL BOULEVARDSHALL BE PER
FORT COLLINS UTILITIES STANDARD CONSTRUCTION SPECIFICATIONS, LATEST
EDITION.
4. ALL SEWER CONSTRUCTION EAST OF INTERNATIONAL BOULEVARDSHALL BE PER
BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
6. 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.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8. 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
PROPOSED LOT LINE
( IN FEET )
0
1 INCH = 80 FEET
80 80 160 240
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for accuracy and completeness of design.
Reviewed By:
General Manager Date
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
12" W 12" W
12" W
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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INTERIM ASPHALT
PAVING
INTERIM ASPHALT
PAVING
WEBSTER AVENUE
DUFF DRIVE
INTERNATIONAL BOULEVARD
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
BUCKINGHAM STREET
PRIVATE DRIVE
PRIVATE DRIVE
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��� ����'� �����.
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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
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
EXISTING RIGHT OF WAY
LEGEND:
PROPOSED CURB & GUTTER
EASEMENT LINE
PROJECT BOUNDARY
PROPOSED RIGHT-OF-WAY
PUBLIC PAVING
PRIVATE PAVING
PERMEABLE PAVERS
C200
PAVING PLAN
A. Reese
A. Boese
1"=80'
( IN FEET )
0
1 INCH = 80 FEET
80 80 160 240
LOT LINE
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
S
SS SS SS
X
X
X
X
X
X
X
X
X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
E
E
E E
E
E
E
E
E
E
E E E
E E
E
W W W
W W
W W
W
W
W
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
WEBSTER DRIVE
(60' R.O.W.)
LINCOLN AVENUE
(115' R.O.W.)
DUFF DRIVE
(60' R.O.W.)
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������ ����� ������
�������
������ ���.
������� ���
���������� �.�.�.
EXISTING 30'
-
EXISTING 12" AC WATERLINE
(ELCO) TO BE ABANDONED
IN PLACE PER DISTRICT
REQUIREMENTS
EXISTING 52'
- EOP
EXISTING 12" AC
WATERLINE (ELCO)
EXISTING 24" WATERLINE
(NWCWD)
EXISTING WETLAND
EXISTING 6" PVC
WATERLINE (ELCO)
EXISTING WETLAND
EXISTING FIRE HYDRANT
EXISTING 36"
VERTICAL CURB
AND GUTTER
TO BE REMOVED
EXISTING EDGE
OF ASPHALT
EXISTING 8" PVC SANITARY
(BOXELDER)
���� ������� ��������
������ ����� ������
/
/
/
/
/
/
/
/
/
/
/ / / / / / / / / / /
/ / / / / / / / / / / / /
/
/
/
/
/
/
/
/
/
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / /
/ / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / /
LINCOLN CHANNEL
EXISTING FIRE HYDRANT
EXISTING 8" WATERLINE
(CITY OF FORT COLLINS)
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
EXISTING PAVEMENT TO BE REMOVED
NORTH
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
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
MATCHLINE-SEE SHEET C102
MATCHLINE-SEE SHEET C103
C101 C102
C103
C104
C104
EXISTING CONDITIONS
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
CALL 2 BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for accuracy and completeness of design.
Reviewed By:
General Manager Date
R
R
R R
H
B
B
24" W
OHE OHE OHE OHE OHE OHE
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
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/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
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
X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
/ / / / / / / /
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/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
W W W
W W
E E
E
E
E
E
E
E
E
E
E
E
E
E
D
�
D
TELE
TEL�E
�
��
D
W
W
W W W W W
W W
EXISTING 20'
UTILITY EASEMENT
(BK. 1691 PG. 057)
EXISTING 10' UTILITY
AND DRAINAGE EASEMENT
(REC. #97070197)
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / /
/ / / / / /
/ / / / / /
/ / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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 REMAIN
EXISTING 24" WATERLINE
(NWCWD)
EXISTING 24" WATERLINE
(NWCWD)
EXISTING 8" D.I.P. WATERLINE
(CITY OF FORT COLLINS)
EXISTING 12" AC WATERLINE
(ELCO) TO BE ABANDONED
IN PLACE PER DISTRICT
REQUIREMENTS
EXISTING 24" D.I.P.
WATERLINE
(CITY OF FORT COLLINS)
5' DIA. FILLED
STONE WELL
EXISTING WETLAND
EXISTING 10" PVC SANITARY
(CITY OF FORT COLLINS)
EXISTING EDGE
OF ASPHALT
EXISTING 30"
VERTICAL CURB
AND GUTTER
TO BE REMOVED
EXISTING TREES
TO BE REMOVED (TYP.)
12" AC WATERLINE
(ELCO)TO BE ABANDONED
IN PLACE PER DISTRICT
REQUIREMENTS
LINCOLN CHANNEL
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / /
/ / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / /
/ / / / / / / / / / / /
/ / / / / / / / / / /
/ / / / /
/
/
/
/
/
/
/
/
/
/
/ / / / / / / / / / / / /
/ / / / / / / / / / / / /
/
/
/
/
/
/
/
/
/
/ / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
EXISTING PAVEMENT TO BE REMOVED
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
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
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
MATCHLINE-SEE SHEET C101
MATCHLINE-SEE SHEET C104
C101 C102
C103
C104
C103
EXISTING CONDITIONS
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for accuracy and completeness of design.
Reviewed By:
General Manager Date
TO BE REMOVED (TYP.)
EXISTING WOOD
POST BARRICADE
EXISTING 8" PVC
WATERLINE (ELCO)
EXISTING FIRE HYDRANT
EXISTING 8" PVC SANITARY
(BOXELDER)
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
T���� �������� ���
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E���������� S�������, I��.
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��� ���� �� ������������
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
EXISTING PAVEMENT TO BE REMOVED
NORTH
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
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
MATCHLINE-SEE SHEET C104
MATCHLINE-SEE SHEET C101
C101 C102
C103
C104
C102
EXISTING CONDITIONS
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
CALL 2 BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for accuracy and completeness of design.
Reviewed By:
General Manager Date
/ / / / / / / /
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8" SS
S
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10" SS 10" SS 10" SS
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TELE
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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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ALLEY
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 FENCE
TO BE REMOVED
5' DIA. FILLED
STONE WELL
EXISTING 10" PVC SANITARY
(CITY OF FORT COLLINS)
EXISTING 24" WATERLINE
(NWCWD)
EXISTING 24" D.I.P. WATERLINE
(CITY OF FORT COLLINS)
EXISTING 36" RCP
STORM DRAIN
EXISTING STORM MANHOLE (TYP.)
EXISTING TREES
TO REMAIN
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
12" AC WATERLINE
(ELCO)TO BE ABANDONED
IN PLACE PER DISTRICT
REQUIREMENTS
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
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E���������� S�������, I��.
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
� � � � � � ��
08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
���.�������������������.���
P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
EXISTING PAVEMENT TO BE REMOVED
NORTH
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
CLUB
HOUSE
DUFF DRIVE
WEBSTER AVENUE
INTERNATIONAL BOULEVARD
PRIVATE DRIVE
NORTH CLUB HOUSE DRIVE
LINCOLN AVENUE
LEMAY AVENUE
PRIVATE DRIVE
PRIVATE DRIVE
C101 C102
C103
C104
MATCHLINE-SEE SHEET C103
MATCHLINE-SEE SHEET C102
C101
EXISTING CONDITIONS
A. Reese
A. Boese
1"=40'
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
CALL 2 BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for accuracy and completeness of design.
Reviewed By:
General Manager Date
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
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 August 28, 2015by 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 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 th e 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:
Project Datum: NGVD29 Unadjusted (Old City of Fort Collins Datum)
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.
Elevation: 4964.15
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.
Elevation: 4944.68
Note: If NAVD88 Datum is required for any purpose, the following equation should be used: NAVD88 = NGVD29 Unadjusted + 3.18'
Basis of Bearings
The West line of the Northwest Quarter of said Section 7 as bearing North 00� 33' 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: (None)
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 at Final Design.
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 August 28, 2015by 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 west of International Boulevard shall conform to the City of Fort Collins standards and specifications current to date
of construction.
3. All sanitary sewer construction East of International Boulevardshall conform to the Boxelder Sanitation District standards and specifications.
4. 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.
5. 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.
15' TRAVEL
7' PARKING
15' TRAVEL
22' {}-
2.3% 2.3%
9' UTILITY
EASEMENT 9' UTILITY
EASEMENT
65' ROW
WEBSTER AVENUE
(RESIDENTIAL LOCAL STREET - 65' R.O.W.)
44' 22' {}{}-{-}
7' PARKING
15' TRAVEL
7' PARKING
15' TRAVEL
22' {}-
2.3% 2.3%
9' UTILITY
EASEMENT 9' UTILITY
EASEMENT
Of 38 Sheets
No. Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
PROJECT:
939-001
Sheet
CAPSTONE COTTAGES
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NOT FOR CONSTRUCTION
REVIEW SET
E N G I N E E R I N G
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08/28/15
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
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P����: 970.221.4158
DATE:
AUGUST 28, 2015
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
AUGUST 2015
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:
PROJECT DATUM: NGVD29 Unadjusted (Old City of Fort Collins Datum)
BENCHMARK #1:
City of Fort Collins Benchmark 3-00: On a parapet wall at the Northwest end of the Lincoln
Ave. Bridge near the Northeast corner of Lincoln Ave. and Willow St.
Elevation: 4964.15
BENCHMARK #2:
City of Fort Collins Benchmark 12-07: South side of Vine Dr. on the South headwall of the
bridge over dry creek basin 0.4 miles East of North Lemay Ave.
Elevation: 4944.68
NOTE: If NAVD 88 Datum is required for any purpose, the following equation should be
used: NAVD88 = NGVD29 Unadjusted + 3.18'
Basis of Bearings
The West line of the Northwest Quarter of said Section 7 as bearing North 00� 33' 51" East.
Northern Engineering Services, Inc.
Project No. 939-001
Date: July 31, 2013
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-C104
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
C505-C507
COVER SHEET
GENERAL AND CONSTRUCTION NOTES
EXISTING CONDITIONS
OVERALL GRADING PLAN
DUFF DRIVE PLAN & PROFILES
LOCATED IN THE WEST HALF OF SECTION 7, TOWNSHIP 7 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--------------Basil Hamdan (970) 224-6035
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-C504 LEMAY AVENUE 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
C000
COVER SHEET
A. Reese
A. Boese
N/A
C305-C307 WATER LINE PLAN & PROFILES
C508-C509 INTERNATIONAL BOULEVARDPLAN & PROFILES
C510-C512 LINCOLN AVENUE PLAN & PROFILES
C513 WEBSTER AVENUE PLAN & PROFILES
C514 LEMAY AVENUE STRIPING PLAN
C515 LEMAY AVENUE AND LINCOLN AVENUE STRIPING PLAN
C516 LINCOLN AVE. AND INTERNATIONAL BLVD. STRIPING PLAN
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
PROJECT:
939-001
DESIGNED BY: SCALE:
REVIEWED BY:
N. Haws
DRAWN BY:
C517 DUFF DRIVE STRIPING PLAN
C600 DRAINAGE EXHIBIT
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for accuracy and completeness of design.
Reviewed By:
General Manager Date