HomeMy WebLinkAboutSPRADLEY BARR REDEVELOPMENT - PDP - PDP180010 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS (3)SOUTH COLLEGE AVE.
WEST DRAKE ROAD EAST DRAKE ROAD
WEST THUNDERBIRD DRIVE
McCLELLAND DRIVE
JULY 2018
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:
VICINITY MAP
NORTH 1"=500'
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 21-92
Northwest corner of West Drake Rd. and Research Blvd., on a power tower base.
Elev.= 5042.84
City of Fort Collins Benchmark 14-97
Approximately 100 feet west of the intersection of Centre Ave. and Research blvd.,on the west end of the
south headwall on Centre Ave.
Elev.= 5051.76
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used
NGVD29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.17'
Basis of Bearings
The Basis of Bearings is the North line of the Northeast Quarter, Section 26-7-69, as bearing N 89°30' W.
Northern Engineering
Project No. 249-015
Date: February 2012
Additional Topo:
Northern Engineering
Project No. 379-072
Date: November 2017
Northern Engineering
Project No. 379-072
Date: May 2018
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
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
OWNER/APPLICANT
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
C002
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E E E E E E E E E
E
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E E E E E E E
BUS
BUS
LID
T
X
C
TF
TF
TF
TF
TF
DRAKE ROAD
(ROW VARIES)
McCLELLAND DRIVE
(37' ROW)
COLLEGE AVENUE
(ROW VARIES)
THUNDERBIRD DRIVE
(60' ROW)
PROPOSED
ACCESS RAMP
PROPOSED
ACCESS RAMPS
PROPOSED
ACCESS RAMPS
PROPOSED STRIPING
SEE SHEET C500
15' 8'
15'
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
ENCHANTE ENTERPRISES LLC
2631 S COLLEGE AVE
PLUTUS HOLDINGS LLC
2633 S COLLEGE AV.
24' FL-FL
RAISED
CROSSWALK
RAISED
CROSSWALK
RAISED
CROSSWALK
RAISED
CROSSWALK
RAISED
CROSSWALK
19'
9'
9' 9' 19'
17'
9'
17' 9'
19' 9'
8'
5'
8'
E
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G G G
G G G
G G
G G G G
E E
E
E E
W W W W W
W W W
W W W W W W W W
W
W W W W
W W
G G
CTV
E
E
E E
E E
E E
E E
E E E E E
E E E E
CTV
CTV
CTV CTV
CTV CTV CTV CTV
CTV CTV
CTV CTV CTV
CTV CTV
G
G G G
G G
G G G G
G G
G G G
E
E E
E
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E
E E
E
E
E
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E E E
E
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E E
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E E E E
W W W W W W W
W W W W W W
W W W W W W W W W W
E E
E E E E E E
E E E E E E E
SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS
SS SS
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
H2O
S WV S
VAULT
ELEC
TF
TF
TF
LOT 5
LOT 3
LOT 2
TRACT B
W
W
W
W
W
W S
S S
F
F
W
W
E
E
E E
E E E
E E E E
E E E
E E E
E
CTV CTV
CTV
CTV CTV
CTV CTV CTV CTV CTV CTV
CTV CTV CTV CTV
CTV CTV CTV CTV
CTV CTV CTV
G
G G G G G
G G
G G G G G G G
G G
G G G G G
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS
X
X
S
S
C S
W W W W W W W W W W W W W W W W W W W W W W W
H Y
D
TF
LOT 2
LOT 1
TRACT A
S
W
F
W
TRACT B
THUNDERBIRD DRIVE
(60' ROW)
PLUTUS HOLDINGS LLC
McCLELLAND DRIVE
(37' ROW)
PLUTUS HOLDINGS LLC
2633 S COLLEGE AV.
EXMH 5
INV. IN=5017.32 (N)
INV. OUT=5018.33 (E)
FG=5030.02
EXMH 4
INV. IN=5017.12 (W)
INV. OUT=5017.10 (E)
FG=5027.14
BLDG A SERV
INV. OUT=5017.75 (S)
FG=5031.61
43.37 LF
6" PVC
E E E E E E E E E E E E
E
E
E E
E
E E E E E E E E E E E
G G G G G
G G G G
G G
G G G
W
W
E
E E
E E
E E E
W
W
W W W W W
W W W W W W W
W W W
CTV CTV
SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS
LID
T
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
S
ELEC
MH
C
S
VAULT
ELEC
S
ELEC
WV
WV
H2O
WV
W W W W
D
D
D
W W
D
ST ST ST ST
D
TF
LOT 6
S
S
W
W
F
LOT 5
TRACT B
TRACT B
LID
T
X
C
D
D
D
D
D
ST ST
D
TF
TF
TF
TF
TF
EXISTING 15" RCP
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
INLET
CONNECT TO
EXISTING
STORM DRAIN
CONNECT TO
EXISTING
STORM DRAIN
PROPOSED
INLET
PROPOSED WATER QUALITY
CHAMBERS
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
STORM DRAIN
ENCHANTE ENTERPRISES LLC
2631 S COLLEGE AVE
PLUTUS HOLDINGS LLC
2633 S COLLEGE AV.
DRAKE ROAD
(ROW VARIES)
McCLELLAND DRIVE
(37' ROW)
COLLEGE AVENUE
(ROW VARIES)
THUNDERBIRD DRIVE
(60' ROW)
LOT 6
TRACT B
LOT 5
LOT 3
TF
DRAKE ROAD
(ROW VARIES)
15' UTILITY EASEMENT
9' UTILITY EASEMENT
(29.32)
(30.10)
(30.34)
McCLELLAND DRIVE
(37' ROW)
29.96
28.53
28.47
27.30
27.24
27.85
27.26
26.00
25.94
LOT 3
26' EMERGENCY
ACCESS EASEMENT
12' SIDEWALK
WAYFINDING
SIGN
6' SIDEWALK
FFE=30.95
FFE=30.18
26.15
30.18
30.95
30.96
30.96
30.93
30.73
30.83
30.69
30.20
???
29.84
(29.45)
29.15
(29.81)
(29.81)
PROPOSED
ACCESS RAMP
PROPOSED
ACCESS RAMP
31.08
31.10
30.93
30.88
30.69
30.83
30.83
30.18
30.06
30.18
30.18
30.95
TF
TF
PROPOSED
INLET
PROPOSED
INLET
15' UTILITY EASEMENT
DRAKE ROAD
(ROW VARIES)
24.93
24.88
24.47
24.45
24.36
24.22
24.13
24.16
24.09
LOT 5
TRACT B
TRACT A
RAISED
CROSSWALK
RAISED
CROSSWALK
26' EMERGENCY
ACCESS EASEMENT
24' FL-FL
5' WALK
6' SIDEWALK
WAYFINDING
SIGN
PROPOSED 30" VERTICAL
CURB & GUTTER
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
6' SIDEWALK
FFE=30.18
FFE=27.00
28.99
24.70
24.55
24.39
24.23
24.79
24.83
26.01
25.66
26.91
27.51
26.61
26.70
26.95
26.86
27.00
26.34
25.38
26.40
26.30
25.28
LID
D
D
ST ST ST ST ST ST
D
COLLEGE AVENUE
(ROW VARIES)
EXISTING 15" RCP
STORM DRAIN
PROPOSED
INLET
PROPOSED
STORM DRAIN
6' UTILITY & ACCESS EASEMENT
(21.34)
(21.85)
DRAKE ROAD
(ROW VARIES)
21.64
21.55
21.46
21.50
21.28
LOT 5
TRACT B
UTILITY EASEMENT
(WIDTH VARIES)
6' UTILITY & ACCESS EASEMENT
15' UTILITY EASEMENT
6' SIDEWALK
12' SIDEWALK
FFE=27.00
PROPOSED
ACCESS RAMP
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
23.89
24.01
23.90
27.00
26.34
27.00
23.22
23.16
22.29
22.23
22.10
22.18
22.35
26.34
26.82
27.00
27.00
27.00
McCLELLAND DRIVE
(37' ROW)
(30.34)
(30.67)
(30.58)
LOT 2
TRACT A
24' EMERGENCY
ACCESS EASEMENT
12' SIDEWALK
24' FL-FL
24' EMERGENCY
ACCESS EASEMENT
4' WALK
(TYP.)
WAYFINDING
SIGN
9' UTILITY EASEMENT
FFE=33.00
28.67
28.80
30.12
33.00
33.00
31.26
32.20
33.00
31.78
31.63
31.05
30.91
30.00
29.89
28.99
31.37
33.00
33.00
32.88
32.88
31.41
31.43
32.88
32.88
33.00
33.00
33.00
32.88
32.88
31.51
31.50
32.88
33.00
32.88
33.00
32.88
31.58
31.60
32.88
32.88
33.00
TF
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
STORM DRAIN
TRACT B
TRACT A
TRACT A
RAISED
CROSSWALK
RAISED
CROSSWALK
24' EMERGENCY
ACCESS EASEMENT
24' FL-FL
24' EMERGENCY
ACCESS EASEMENT
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
PROPOSED WATER
QUALITY CHAMBERS
28.99
25.78
25.88
26.04
25.90
26.06
25.82
26.23
26.25
28.16
28.04
28.19
26.19
28.91
28.83
28.37
28.83
28.43
28.20
28.10
28.78
28.75
29.07
28.47
28.69
28.62
28.71
28.62
28.39
28.46
28.72
28.87
29.17
29.04
28.78
T
C
D
D
TF
EXISTING 15" RCP
STORM DRAIN
PROPOSED WATER
QUALITY CHAMBERS
PROPOSED
INLET
PROPOSED
INLET
UTILITY EASEMENT
(WIDTH VARIES)
6' UTILITY & ACCESS EASEMENT
COLLEGE AVENUE
(ROW VARIES)
(22.42)
(22.25)
TRACT B
LOT 6
RAISED
CROSSWALK
24' EMERGENCY
ACCESS EASEMENT
12' SIDEWALK
12' SIDEWALK
TYPE III
BARRICADES
6' UTILITY & ACCESS EASEMENT
FFE=27.00
PROPOSED
STAIRS
25.84
25.86
26.14
26.20
26.50
26.27
26.15
25.98
26.14
26.19
25.17
25.28
25.40
27.00
25.17
27.25
26.37
26.24
26.22
26.26
26.30
26.37
26.87
27.00
27.00
27.00
THUNDERBIRD DRIVE
(60' ROW)
McCLELLAND DRIVE
(37' ROW)
9' UTILITY EASEMENT
9' UTILITY EASEMENT
(30.58)
(29.94)
LOT 1
PROPOSED
ACCESS RAMP
24' EMERGENCY
ACCESS EASEMENT
12' SIDEWALK
5' SIDEWALK
4' WALK
(TYP.)
PROPOSED 30" VERTICAL
CURB & GUTTER
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
FFE=33.00
30.60
31.27
31.35
31.65
30.92
31.90
31.95
31.33
31.17
30.83
30.66
30.83
31.50
31.57
32.82
32.88
32.96
32.70
31.82
31.81
32.80
32.10
32.01
28.78
28.75
29.34
30.09
29.07
32.88
32.88
31.47
31.49
31.38
31.36
31.20
31.27
31.26
31.15
X X
X
TF
PROPOSED
INLET
THUNDERBIRD DRIVE
(60' ROW)
(26.14)
TRACT A
24' EMERGENCY
ACCESS EASEMENT
24' FL-FL
RAISED
CROSSWALK
5' SIDEWALK
9' UTILITY EASEMENT
28.78
28.75
29.07
28.21
28.05
27.83
27.91
27.61
27.62
28.19
28.54
27.68
27.77
28.10
28.66
27.56
27.55
27.48
30.20
29.26
27.99
28.19
28.08
28.05
27.63
27.46
27.30
27.47
28.88
27.95
27.86
28.77
28.98
29.69
29.62
29.15
28.86
28.93
28.70
28.63
28.63
28.72
28.67
28.02
BUS
TF
55' LANE SHIFT (2' @ 40 MPH)
10' DEEP BUS PULL OUT
6' ATTACHED WALK
170'
10' PARKWAY
50'
EXISTING PRPA
TRANSMISSION POLE
(MIN. 30" CLEARANCE
PROVIDED)
DRAKE ROAD
(ROW VARIES)
McCLELLAND DRIVE
(37' ROW)
BURLINGTON NORTHERN RAILROAD
PROPOSED
ACCESS RAMPS
6' SIDEWALK
WAYFINDING SIGN
PROPOSED 30" VERTICAL
CURB & GUTTER
15' EASEMENT
EXISTING 18" VERTICAL
CURB & GUTTER
EXISTING
STRIPING
EXISTING
STRPING
15' EASEMENT
LOT 3 LOT 4
12
12
8
8
16' TRAVEL LANE 6
±11' TRAVEL LANE
145' TAPER (12' @ 40 MPH)
310' TOTAL LENGTH (40 MPH = 315')
8' PARKWAY
11' THRU LANE
6' WALK
11' THRU LANE
145' TAPER (12' @ 40 MPH)
165' BAY
11' LEFT TURN
11' RIGHT TURN
15' EASEMENT
46'
20'
11' LEFT TURN
6' BIKE LANE
310' TOTAL LENGTH (40 MPH = 315')
EXISTING SIGNAL
WITHIN ISLAND
1.6'
COLLEGE AVENUE
(ROW VARIES)
PROPOSED
LID
T
X
C
D
D
D
D
D
ST ST
D
TF
TF
TF
TF
TF
DRAKE ROAD
(ROW VARIES)
McCLELLAND DRIVE
(37' ROW)
COLLEGE AVENUE
(ROW VARIES)
THUNDERBIRD DRIVE
(60' ROW)
CF CF CF CF CF CF CF CF
CF CF CF CF CF CF CF CF CF
CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF
CF
CF CF CF CF CF CF CF CF CF CF CF CF CF
CF CF CF CF CF CF
CF CF CF CF CF CF CF CF CF
CF
CF CF
CF
CF CF CF CF CF CF
PROPOSED
STORM DRAIN
CONNECT TO
EXISTING
STORM DRAIN
CONNECT TO
EXISTING
STORM DRAIN
PROPOSED WATER QUALITY
CHAMBERS
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
LOT 1
LOT 2
LOT 3 LOT 4
LOT 6
LOT 5
TRACT B
TRACT A
TRACT A
TRACT A
VTC
CWA
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C601
LID
T
X
C
D
D
D
D
D
ST ST
D
TF
TF
TF
TF
TF
CHAMBER WQ AREA
REQUIRED VOLUME: 7,332 CF
PROVIDED VOLUME: 7,565 CF
3
0.23 ac
2
0.56 ac
1
1.01 ac
7
0.77 ac
6
0.81 ac
5
1.88 ac
9
0.46 ac
2 1
3
8
10
6
5
4
10
0.45 ac
4
0.29 ac
8
0.63 ac
7
9
PROPOSED
STORM DRAIN
PROPOSED
INLET
CONNECT TO
EXISTING
STORM DRAIN
CONNECT TO
EXISTING
STORM DRAIN
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
STORM DRAIN
ENCHANTE ENTERPRISES LLC
2631 S COLLEGE AVE
PLUTUS HOLDINGS LLC
2633 S COLLEGE AV.
DRAKE ROAD
(ROW VARIES)
McCLELLAND DRIVE
(37' ROW)
COLLEGE AVENUE
(ROW VARIES)
THUNDERBIRD DRIVE
(60' ROW)
PROPOSED
INLET
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C700
DRAINAGE EXHIBIT
A. Reese
B. Ruch
1"=30'
21
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
LEGEND:
4953
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
DESIGN POINT A
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION 1
1
NOTES:
1. REFER TO THE PRELIMINARY DRAINAGE REPORT FOR DRAKE REDEVELOPMENT,
DATED JULY 25, 2018 FOR ADDITIONAL INFORMATION.
BASIN
DESIGNATION
AREA BASIN (AC)
BENCHMARK
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
C
0.60 ac
LID SUMMARY:
RUNOFF TABLE:
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 21-92
NORTHWEST CORNER OF WEST DRAKE RD. AND RESEARCH BLVD., ON A POWER TOWER
BASE.
ELEV.= 5042.84
CITY OF FORT COLLINS BENCHMARK 14-97
APPROXIMATELY 100 FEET WEST OF THE INTERSECTION OF CENTRE AVE. AND RESEARCH
BLVD.,ON THE WEST END OF THE SOUTH HEADWALL ON CENTRE AVE.
ELEV.= 5051.76
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.17'
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHEAST QUARTER, SECTION
26-7-69, AS BEARING N 89°30' W.
DRAKE REDEVELOPMENT ON-SITE LID TREATMENT
Project Summary
Total Impervious Area 230,699 sf
Target Treatment Percentage 75%
Minimum Area to be Treated by LID measures 173,024.27 sf
Chamber Isolator Rows
Total Chaamber Treatment Area 210,907 sf
Total Treatment Area 210,907 sf
Percent Total Project Area Treated 91.4%
Basin ID
Basin Area
(s.f.)
Basin Area
(ac)
Composite
% Imperv.
Flow,
WQ
(cfs)
Flow,
Q2
(cfs)
Flow,
Q100
(cfs)
Treatment
Area
(sf)
1 1.01 5.28 0.42 0.70 1.39 6.23 20313.00
2 0.56 0.00 0.42 0.36 0.73 3.23 11256.00
3 0.23 0.00 0.36 0.17 0.34 1.49 3870.00
4 0.29 0.00 0.38 0.22 0.43 1.90 5565.41
5 1.88 0.00 0.89 2.44 4.89 18.71 77504.47
6 0.81 0.00 0.82 0.99 1.98 8.03 30754.42
7 0.77 0.00 0.80 0.93 1.86 7.63 29367.31
8 0.63 0.00 0.86 0.81 1.62 6.23 25969.36
9 0.46 0.00 0.38 0.34 0.69 3.00 7836.15
10 0.45 0.00 0.81 0.53 1.07 4.43 16430.24
EROSION CONTROL DETAILS
A. Reese
B. Ruch
N/A
20
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
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UNDERGROUND MEMBER UTILITIES.
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COLORADO
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R
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e. RIVER ROCK
AND COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6.
CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE
LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR
SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE
STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO
DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
\A1;R=5'
PAVED SURFACE
\A1;20' MIN.
A
SECTION A
NO MATERIALS INCLUDING 2x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER
ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
VTC
0" ON BEDROCK
OR HARD SURFACE,
2" IN SOIL
ROCK SOCK SECTION ROCK SOCK PLAN
4" TO 6" MAX AT CURBS,
OTHERWISE 6"-10" DEPENDING
ON EXPECTED SEDIMENT LOADS
ROCK SOCK JOINTING
\A1;12"
\A1;12"
{ROCK SOCK INSTALLATION NOTES
}1.SEE PLAN VIEW FOR:
- LOCATION (S) OF ROCK SOCKS.
2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION
SHOWN ON THIS SHEET (1{}" MINUS).
3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF {}",
RECOMMENDED MINIMUM ROLL WIDTH OF 48".
4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON
ENDS OF SOCKS.
5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK
ENCLOSURE.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
3/4" 0-15
3/8" 0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
TUBULAR
MARKER
\A1;2'
RS
NOT TO SCALE
001
C601
CONCRETE WASHOUT AREA
NOT TO SCALE
002
C601
ROCK SOCK
NOT TO SCALE
003
C601
VEHICLE TRACKING BAG
NOT TO SCALE
004
C601
CONSTRUCTION FENCE w/ ROCK SOCKS
TEMPORARY
CHAIN-LINK FENCE
ROCK SOCK
TEMPORARY
CHAIN-LINK FENCE
ROCK SOCK
SIDE VIEW
CF
1.CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
2.VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT.
3.SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY
INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
4.THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
5.THE CONCRETE WASHOUT SHOULD BE EMPTIED WHEN HALF OF TOTAL HOLDING CAPACITY HAS BEEN REACHED.
6.AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE.
7.WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED
IN A MANNER ACCEPTED BY THE CITY.
8.LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT
CONTRACTOR'S DISCRETION.
{\LNOTES:}
3H:1V OR FLATTER
SIDE SLOPES
\A1;12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
\A1;12" \A1;2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
CWA
* IMPERMEABLE LINER MAY BE NEEDED IF GROUND WATER IS ENCOUNTERED.
MANHOLE
ROCK BERM SHALL
2"x 4" WOOD STUD EXTENDED
INTO CONCRETE BLOCKS
WIRE ENCLOSED
1 1/2" WASHED ROCK CONCRETE
BLOCKS
CURB INLET
GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD
OVERFLOW
FILTERED
RUNOFF
%%uSECTION A-A
A
A
%%uPLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%%uSECTION B-B
%%uPLAN VIEW
B
B
ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
CURB AND GUTTER
BE PLACED TIGHTLY
AGAINST CURB FACE
GRAVEL FILTER
1/2" TO 1" BELOW TOP OF CURB
TUBULAR
MARKER
IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED.
TUBULAR
MARKER
TUBULAR
MARKER
\A1;3'
\A1;2'
CURB INLET
WIRE ENCLOSED
SETTLED
RUNOFF
GRAVEL FILTER
CURB INLET MANHOLE
{CURB INLET BLOCK AND GRAVEL FILTER
(INLET IN SUMP)}
INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48
HOURS AFTER PAVING IS PLACED.
WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF
INLET PROTECTION IN STREETS.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN
5" MAX
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
IP
1'
MIN.
1'
MIN.
1'
MIN.
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
AREA INLET FILTER GRAVEL
01/03/01 D-24
NBJ
GENERAL NOTES:
SECTION A-A
PLAN VIEW
1. INSPECT AND REPAIR FILTER AFTER EACH STORM
EVENT. REMOVE SEDIMENT WHEN ONE HALF OF THE
FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT
SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A
SEDIMENT BASIN OR OTHER FILTERING MEASURES.
2. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY
REMOVED FROM TRAVELED WAY OF ROADS.
FILTERED WATER
OVERFLOW
CONCRETE BLOCK
WIRE SCREEN
GRAVEL FILTER
GRAVEL FILTER
AREA INLET
WITH GRATE
RUNOFF
A
A
(WIRE APPROX. SCREEN 1/2 IN. MESH) CONCRETE BLOCK
(APPROX. 3/4 IN. DIA.)
GRAVEL FILTER
IP
005
C601
CURB INLET PROTECTION
NOT TO SCALE
006
C601
AREA INLET FILTER GRAVEL
CF
RS RS
RS
RS
RS
CF
CF
CF
CF
CF
CF
IP
IP
IP IP
IP
IP
IP
IP
RS
RS
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
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COLORADO
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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
C600
EROSION CONTROL PLAN
A. Reese
B. Ruch
1"=30'
19
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY
AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF
BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR
DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY
DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS
REQUIRED BY LOCAL AUTHORITIES.
2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH,
GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY
NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY,
STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING
AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR
PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE
PROPERLY MAINTAINED AND FOLLOWED.
4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL
MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL
OF SITE STABILIZATION.
5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS
FULLY STABILIZED.
6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL
CONNECTION IS ESTABLISHED WITH DOWNSPOUT.
7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE
SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.)
8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES,
PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO
MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL
WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH
VEGETATIVE COVER AND STABILIZE THE SLOPE.
9. CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM
UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING
THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS
ARE FULLY STABILIZED.
10. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE
NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED
THROUGHOUT CONSTRUCTION. WATTLES SHALL BE PROVIDED AROUND
BUILDING PAD SIDES TO ENSURE AT NO TIME SHALL SEDIMENT BE
ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
11. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION
FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION
SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR
SILT FENCE FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.)
12. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100)
FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE
WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA
MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL
SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF
WATER, WETLAND OR DRAINAGE WAY.
13. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE
SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT
LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR
DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA
THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF,
OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY.
DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND
CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
14. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH
THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN
WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH,
IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND
WELFARE.
15. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER
MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS
WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER
MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT
EROSION.
16. CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT RAIN GARDENS AND
MODIFIED RAIN GARDEN FROM SEDIMENTATION. THIS INCLUDES
EDUCATING SUBCONTRACTORS ON-SITE.
17. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS.
18. DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY
STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE
SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR.
19. CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND
EXITING SITE TO A MINIMUM.
EROSION CONTROL NOTES:
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: Drake Redevelopment
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
Structural "Installation"
Flow Barriers (Bales, Wattles, etc.) (RS)
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Concrete Washout Area (CWA)
* All Temporary BMPs to be Removed once Construction is Complete
Vehicle Tracking Pad * (VTC)
Construction Fencing * (CF)
Inlet Protection * (IP)
BENCHMARK
NOTE:
ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS.
2. TOTAL DISTURBED AREA = 7.02 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT
AREA IF ACCESS IS OFF PAVEMENT.
5. REFER TO THE PRELIMINARY DRAINAGE REPORT FOR DRAKE REDEVELOPMENT,
DATED JULY 25, 2018, BY NORTHERN ENGINEERING, FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
LEGEND:
4953
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
VEHICLE TRACKING CONTROL PAD
CONSTRUCTION FENCE w/ ROCK SOCK CF
CONCRETE WASHOUT
ROCK SOCK
CWA
RS
VTC
CF
INLET PROTECTION IP
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 21-92
NORTHWEST CORNER OF WEST DRAKE RD. AND RESEARCH BLVD., ON A POWER TOWER
BASE.
ELEV.= 5042.84
CITY OF FORT COLLINS BENCHMARK 14-97
APPROXIMATELY 100 FEET WEST OF THE INTERSECTION OF CENTRE AVE. AND RESEARCH
BLVD.,ON THE WEST END OF THE SOUTH HEADWALL ON CENTRE AVE.
ELEV.= 5051.76
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.17'
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHEAST QUARTER, SECTION
26-7-69, AS BEARING N 89°30' W.
ACCESS RAMP
DRAKE ROAD
(ROW VARIES)
EXISTING 18" VERTICAL
CURB & GUTTER
EXISTING 30" VERTICAL
CURB & GUTTER EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING WALK
EXISTING WALK
EXISTING
STRIPING
EXISTING
STRIPING
EXISTING 18" VERTICAL
CURB & GUTTER
EXISTING 18" VERTICAL
CURB & GUTTER
EXISTING
STRIPING
LOT 5
6
8
8
8
12
4
4
4
5
J
K
EXISTING
STRIPING
EXISTING
STRIPING
EXISTING
STRIPING
EXISTING
STRIPING
L
B
B
A
A
A
A
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C500
STRIPING & SIGNAGE PLAN
DRAKE ROAD A. Reese
B. Ruch
1"=20'
18
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
10 YELLOW ISLAND CROSS HATCHING
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
L
H
D
C
B
A K
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
11 MEDIAN LINE YELLOW 18" WIDE
50' O.C. 45° ANGLES
10' 30' 10' 30' 10' 12 4" BROKEN WHITE 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
4" WHITE DASHED LINE 3' 3' 3' 3' 3'
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A. 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.
B. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C. ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.
D. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE
TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION OF STRIPING AND
SYMBOLS.
G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT
COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE
THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N. 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 RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS 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).
O. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.
STRIPING LEGEND: STRIPING NOTES:
8" WHITE DASHED LINE 3' 3' 3' 3' 3'
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
30' 10' 30' 10'
LEGEND:
PROPOSED VERTICAL CURB & GUTTER
EASEMENTS
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED ROW
SEE THIS SHEET BELOW LEFT
SEE THIS SHEET ABOVE RIGHT
27.65
27.70
28.68
28.95
28.86
28.31
28.30
28.27
28.27
26.48
26.19
26.47
26.48
26.52
26.56
26.27
25.93
25.92
25.91
25.77
25.60
25.64
25.88
26.23
26.65
27.25
28.07
28.21
28.41
28.71
28.55
27.93
27.62
27.92
27.93
27.64
28.07
27.84
28.24
27.96
27.86
28.13
27.85
27.68
28.77
27.35
26.99
26.38
27.47
26.44
PROPOSED 4'
CONCRETE PAN
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
27.84
27.64
30.12
30.10
29.95
29.90
29.88
29.92
29.98
29.95
29.96
30.02
29.14
29.24
28.45
28.73
28.64
30.07
29.48
29.09
30.07
29.54
30.07
30.07
28.60
29.43
29.47
29.45
29.40
29.37
29.41
29.40
29.36
28.67
28.65
28.66
28.71
28.74
28.70
28.70
28.80
28.60
2' CONCRETE CHASE
2' CONCRETE CHASE 2' CONCRETE CHASE
26.23
26.54
26.72
26.34
25.91
28.55
2.0%
2.0%
2.0%
2.0%
2.0%
28.27
30.07
30.07
30.19
30.07
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
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
C408
GRADING PLAN
A. Reese
B. Ruch
1"=10'
17
KEYMAP
NTS
BUS PAD
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
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH THE STAMPED
ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONTAINER FOUNDATIONS
AND ASSOCIATED THRESHOLDS.
6. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SUBGRADE SPOT ELEVATION
33.43
SUB
SEE SHEET C405
SEE SHEET C407
C401 C402 C403
C404 C405 C406
C407 C408
31.17
31.09
31.07
32.67
32.63
32.82
32.94
30.57
30.60
30.84
30.97
29.87
29.78
29.72
29.68
29.62
29.54
29.38
30.67
30.51
33.00
33.00
32.72
30.05
32.29
32.18
32.37
32.40
32.57
32.67
32.91
32.91
32.68
32.67
32.67
32.91
32.66
32.66
32.64
32.67
32.99
32.52
33.00
33.00
33.00
33.00
33.00
33.00
33.00
33.00
31.66
32.07
31.56
30.94
30.85
30.20
30.25
30.06
29.26
27.99
28.19
28.08
28.05
31.87
31.88
31.89
32.75
32.69
32.05
32.05
32.33
33.00
32.87
32.88
32.33
33.00
33.00
31.41
32.87
31.37
31.61
32.88
32.88
32.86
32.98
33.00
30.96
(30.23)
30.75
32.69
32.88
32.88
33.00
PROPOSED
PROPOSED STAIRS
STAIRS
PROPOSED
STAIRS
32.33
32.88
33.00
32.33
33.00
31.30
32.88
32.88
32.88
32.88
33.00
33.00
32.88
33.00
33.00
33.00
33.00
33.00
30.28
30.25
32.08
32.04
31.99
31.96 31.56
31.52
31.48
31.46
30.85
30.82
30.79
30.78 30.17
30.15
30.12
30.10
33.00
33.00
32.91
32.91
30.06
31.91
31.94
31.94
31.91
31.26
31.23
31.22
31.24
30.73
30.79
30.80
30.76
29.95
29.90
29.88
29.92
29.98
29.95
29.96
30.02
30.83
30.86
30.85
30.79
31.38
31.35
31.36
31.42
32.05
32.08
32.07
32.01
30.63
30.53
29.14
29.24
0.6%
2.0%
2.0%
PROPOSED
FLUSH CURB
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
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
C407
GRADING PLAN
A. Reese
B. Ruch
1"=10'
16
KEYMAP
NTS
BUS PAD
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
SEE SHEET C408
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH THE STAMPED
ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONTAINER FOUNDATIONS
AND ASSOCIATED THRESHOLDS.
6. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SUBGRADE SPOT ELEVATION
33.43
SUB
SEE SHEET C404
C401 C402 C403
C404 C405 C406
C407 C408
27.00
26.08
26.12
26.15
26.18
27.42
26.80
26.92
26.91
26.77
27.26
27.22
27.26
25.65
25.60
25.61
25.56
25.63
25.67
25.71
25.82
26.12
25.93
25.89
25.93
26.85
26.61
26.46
26.51
26.75
26.87
26.61
26.57
25.79
25.46
25.28
24.67
24.72
24.52
23.25
22.75
22.59
22.49
22.73
22.88
27.00
27.00
27.00
27.00
27.00
26.76
27.00
27.00
26.13
26.11
26.10
26.37
24.47
24.44
(24.66)
(23.65)
26.62
27.44
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
27.00
26.90
26.90
26.87
26.13
26.09
26.19
27.00
27.00
26.90
26.80
25.80
25.01
26.80
26.76
27.00
26.87
26.87
26.73
27.00
26.73
26.84
27.00
26.84
26.94
24.06
23.82
22.37
22.31
26.72
25.69
26.05
26.37
26.07
25.78
26.56
24.53
24.29
26.11
26.53
2.0%
2.0%
1.2%
1.3% 1.3%
0.5%
0.8%
2.0%
2.0%
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
25.99
26.41
25.47
2.0% 2.0%
24.92
24.92
25.88
26.11
BOULDER WALL
(RE: LANDSCAPE)
BOULDER WALL
(RE: LANDSCAPE)
27.02
27.14
27.48
27.55
27.65
25.89
25.28
23.70
27.46
27.36
2.0%
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
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
C406
GRADING PLAN
A. Reese
B. Ruch
1"=10'
15
KEYMAP
NTS
BUS PAD
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
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH THE STAMPED
ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONTAINER FOUNDATIONS
AND ASSOCIATED THRESHOLDS.
6. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SUBGRADE SPOT ELEVATION
33.43
SUB
SEE SHEET C403
SEE SHEET C405
C401 C402 C403
C404 C405 C406
C407 C408
28.53
28.20
28.19
28.14
28.60
28.76
28.54
28.43
28.69
28.49
28.41
29.05
28.99
28.95
28.34
27.60
27.76
27.15
27.03
26.74
26.89
27.44
27.65
27.57 27.42
27.41
27.55
27.56
27.51
27.36
27.30
27.53
27.63
27.55
27.45
26.60
26.76
26.47
26.52
26.07
26.04
25.99
25.90
26.05
26.25
26.11
26.07
28.21
28.05
27.83
27.91
27.67
27.56
27.19
27.61
27.62
28.19
28.54
27.73
27.68
27.77
28.10
27.56
27.55
26.80
27.32
27.44
27.55
27.05
27.60
27.31
27.32
27.76
27.47
27.03
27.73
27.78
26.36
26.25
26.21
26.17
26.61
26.58
27.58
27.25
27.70
27.45
27.38
28.81
27.48
27.15
26.73
27.26
26.12
25.93
28.02
27.65
27.70
28.07
28.21
28.47
PROPOSED 18" VERTICAL
(TYP.) CURB & GUTTER
PROPOSED 4'
CONCRETE PAN
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
28.47
26.21
28.79
28.77
28.77
28.75
28.73
28.73
28.75
28.47
28.47
28.47
28.39
28.53
28.57
28.54
28.26
28.25
28.24
28.24
28.43
28.13
28.12
28.10
28.11
28.41
27.87
27.44
27.00
28.06
27.99
27.38
27.84
28.22
27.32
27.64
2.0%
2.0%
2.0%
2.1%
2.0%
2.0%
2.0%
2.0%
2.0%
27.76
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
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
C405
GRADING PLAN
A. Reese
B. Ruch
1"=10'
14
KEYMAP
NTS
BUS PAD
SEE SHEET C408
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
SEE SHEET C406
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH THE STAMPED
ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONTAINER FOUNDATIONS
AND ASSOCIATED THRESHOLDS.
6. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SUBGRADE SPOT ELEVATION
33.43
SUB
SEE SHEET C402
SEE SHEET C404
C401 C402 C403
C404 C405 C406
C407 C408
33.00
33.00
32.88
31.67
31.68
32.88
32.88
33.00
32.33
32.33
32.10
31.59
30.98
30.65
30.82
30.60
31.27
31.35
31.65
30.92
31.90
31.95
31.33
31.17
30.83
30.66
30.83
31.50
31.57
32.82
32.88
32.96
32.70
31.82
31.81
32.80
32.10
32.01
31.29
32.74 31.47
32.98
33.00
33.00
33.00
33.00
32.74
32.88
32.50
32.35
32.88
32.55
32.55
32.55
32.88
33.00
33.00
32.88
32.88
32.56
32.56
32.50
32.53
32.45
33.00
32.32
32.30
33.00
28.91
28.83
28.37
28.83
29.86
30.78
30.71
30.71
30.72
31.70
31.72
31.72
31.65
29.32
29.05
29.19
29.95
30.62
29.91
30.53
30.81
30.68
28.43
28.20
28.10
28.78
28.75
29.34
30.09
29.07
30.06
31.08
33.00
28.47
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
PROPOSED 4' CONCRETE PAN
CONCRETE PAN
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
28.47
33.00
33.00
32.88
31.45
31.17 32.33
33.00
33.00
32.33
31.62
31.39
32.88
31.70
31.46
31.26
32.90
33.00
31.27
31.87
31.88
31.89
31.28
31.28
32.17
32.20
33.00
33.00
33.00
33.00
33.00
33.00
31.67
31.63
31.55
31.53
29.92
29.92
29.90
28.79
28.77
28.77
28.75
28.73
28.73
28.75
29.87
29.89
29.89
29.88
30.70
30.68
30.68
30.70
31.69
31.70
31.71
31.69
32.33
31.54
32.75
32.69
30.94
30.90
30.83
30.80 29.92
29.89
29.84
29.81
28.47
32.05
31.37
31.61
32.86
32.98
2.0%
2.0%
0.6%
1.9%
PROPOSED
FLUSH CURB
31.20
BOULDER WALL
(RE: LANDSCAPE)
31.40
32.83
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
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
C404
GRADING PLAN
A. Reese
B. Ruch
1"=10'
13
KEYMAP
NTS
BUS PAD
SEE SHEET C407
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
SEE SHEET C405
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH THE STAMPED
ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONTAINER FOUNDATIONS
AND ASSOCIATED THRESHOLDS.
6. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SUBGRADE SPOT ELEVATION
33.43
SUB
SEE SHEET C401
C401 C402 C403
C404 C405 C406
C407 C408
27.00
27.00
27.00
26.67
26.43
26.43
26.44
26.55
26.74
26.42
26.34 26.29
26.37
25.84
25.86
26.14
26.20
26.50
26.27
26.15
26.08
26.03
25.95
25.98
26.14
26.19
26.97
26.95
26.75
26.63
26.75
26.75
26.88
24.32
26.56
24.56
22.00
25.17
25.28
25.40
27.00
25.17
27.00
27.00
27.00
PROPOSED 4'
CONCRETE PAN
24.77
24.52
23.77
23.70
23.82
23.41
23.53
22.29
22.41
22.24
26.68
26.87
26.90
26.95
27.00
27.00
27.00
25.53
26.34
26.34
25.58
26.82
26.34
27.00
26.34
26.84
27.00
26.92
26.85
27.00
26.58
26.52
26.49
26.45
26.44
26.96
26.95
26.97
27.00
26.97 27.00
27.00
26.88
26.08
26.90
27.00
27.00
26.90
26.90
26.14
26.31
26.94
24.32
24.07
24.32
24.76
26.91
27.00
0.8%
0.8%
0.7%
2.0%
2.0%
PROPOSED
FLUSH CURB
PROPOSED
FLUSH CURB
BOULDER WALL
(RE: LANDSCAPE)
BOULDER WALL
(RE: LANDSCAPE)
BOULDER WALL
(RE: LANDSCAPE)
BOULDER WALL
(RE: LANDSCAPE)
BOULDER WALL
(RE: LANDSCAPE)
BOULDER WALL
(RE: LANDSCAPE)
23.98
24.22
24.56
25.33
25.33
25.33
23.33
25.33
25.33
24.54
22.76
23.05
23.12
22.19
22.30
21.89
21.75
21.62
21.56
21.58
24.92
24.92
27.00
26.13
25.88
26.44
26.11
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
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
C403
GRADING PLAN
A. Reese
B. Ruch
1"=10'
12
KEYMAP
NTS
BUS PAD
SEE SHEET C406
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
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH THE STAMPED
ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONTAINER FOUNDATIONS
AND ASSOCIATED THRESHOLDS.
6. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SUBGRADE SPOT ELEVATION
33.43
SUB
SEE SHEET C402
C401 C402 C403
C404 C405 C406
C407 C408
26.34
26.50
26.60
28.50
27.93
27.74
27.55
27.65
27.33
27.42
27.13
27.16
26.69
26.50
26.29
26.28
26.29
26.33
25.81
25.78
25.88
26.04
25.90
26.06
25.82
25.83
26.23
26.25
26.41
26.41
26.62
26.64
26.85
27.05
26.84
27.02
27.35
28.16
28.04
28.19
28.09
27.89
27.86
28.52
27.93
28.74
28.69
30.18
28.98
28.31
28.02
30.16
29.96
30.18
30.16
29.96
25.82
29.96
30.19
30.16
26.43
25.95
26.19
28.20
28.19
28.14
26.98
28.26
30.19
30.18
30.16
30.16
LOT 4
2' CONCRETE CHASE
30.18
30.18
28.47
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
PROPOSED 18" VERTICAL
(TYP.) CURB & GUTTER
PROPOSED 4'
CONCRETE PAN
PROPOSED
FLUSH CURB
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
29.96
26.96
25.29
25.16
25.27
30.16
30.06
30.16
29.96
25.62
26.47
26.67
28.45 27.95
24.90
24.78
24.76
24.64
24.56
24.68
27.00
27.69
27.28
27.10
27.52
26.91
27.46
28.47
26.61
26.99
26.60
26.05
26.21
25.98
28.47
28.47
28.22
0.7%
0.8%
2.0%
2.0%
0.6%
2.0%
2.0%
2.0%
2.0%
4.1%
BOULDER WALL
(RE: LANDSCAPE)
26.96
28.06
28.46
29.96
30.16
27.94
27.83
26.41
26.53
26.85
29.36 28.74
26.13
26.21
26.92
25.72
BOULDER WALL
(RE: LANDSCAPE)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
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
C402
GRADING PLAN
A. Reese
B. Ruch
1"=10'
11
KEYMAP
NTS
BUS PAD
SEE SHEET C405
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
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH THE STAMPED
ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONTAINER FOUNDATIONS
AND ASSOCIATED THRESHOLDS.
6. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SUBGRADE SPOT ELEVATION
33.43
SUB
SEE SHEET C403
SEE SHEET C401
C401 C402 C403
C404 C405 C406
C407 C408
30.56
30.44
30.43
30.67
30.30
30.26
30.32
29.88
29.53
29.36
29.41
29.69
28.67
28.44
28.31
28.46
28.80
30.12
29.81
29.83
30.43
30.64
30.64
30.32
30.27
30.30
30.34
33.00
33.00
31.26
32.20
33.00
31.78
31.63
31.05
30.91
30.00
29.89
28.99
30.19
33.00
30.94
30.95
30.95
30.95
30.93
30.93
30.93
30.96
30.95
30.16
30.19
30.18
30.18
LOT 4
2.0%
30.93
30.93
30.73
30.69
30.95
30.95
30.18
30.18
30.18
30.18
30.18
29.48
29.01
30.50
30.58
30.67
31.08
33.00
28.47
27.50
26.37
28.06
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
30.87
28.47
2.0%
1.3%
1.5%
0.6%
2.0%
2.0%
2.0%
BOULDER WALL
(RE: LANDSCAPE)
30.49
29.74
29.34
30.90
30.66
29.62
30.00
30.83
BOULDER WALL
(RE: LANDSCAPE)
31.20
BOULDER WALL
(RE: LANDSCAPE)
31.40
32.83
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
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
C401
GRADING PLAN
A. Reese
B. Ruch
1"=10'
10
KEYMAP
NTS
BUS PAD
SEE SHEET C404
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
SEE SHEET C402
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH THE STAMPED
ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONTAINER FOUNDATIONS
AND ASSOCIATED THRESHOLDS.
6. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SUBGRADE SPOT ELEVATION
33.43
SUB
C401 C402 C403
C404 C405 C406
C407 C408
LOT 2
LOT 1
TRACT A
LOT 4
PROPOSED
INLET
BOULDER WALL
(RE: LANDSCAPE)
BOULDER WALL
(RE: LANDSCAPE)
BOULDER WALL
(RE: LANDSCAPE)
BOULDER WALL
(RE: LANDSCAPE)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
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
C400
OVERALL GRADING PLAN
A. Reese
B. Ruch
1"=30'
9
KEYMAP
NTS
BUS PAD
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
LEGEND:
5013
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH THE STAMPED
ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONTAINER FOUNDATIONS
AND ASSOCIATED THRESHOLDS.
6. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED SUBGRADE SPOT ELEVATION
33.43
SUB
C401 C402 C403
C404 C405 C406
C407 C408
COLLEGE AVENUE
(ROW VARIES)
ENCHANTE ENTERPRISES LLC
2631 S COLLEGE AVE
PLUTUS HOLDINGS LLC
2633 S COLLEGE AV.
DRAKE ROAD
(ROW VARIES)
EXMH 2
INV. IN=5014.50 (S)
INV. IN=5014.83 (W)
INV. OUT=5014.44 (N)
FG=5023.41
EXMH 1
INV. IN=5012.69 (S)
INV. IN=5012.15 (W)
INV. OUT=5011.99 (E)
FG=5022.24
BLDG F SERV
INV. OUT=5014.95 (E)
FG=5026.88
SERVICE CONNECTION E
INV. IN=5013.39 (S)
INV. IN=5013.56 (W)
INV. OUT=5013.39 (N)
FG=5023.22
BLDG E SERV
INV. OUT=5013.73 (E)
FG=5026.76
17.68 LF
6" PVC
@ 1.00%
11.80 LF
6" PVC
@ 1.00%
EXISTING 18" CLAY SANITARY
EXISTING 18" RCP
STORM DRAIN
EXISTING 15" RCP STORM DRAIN
EXISTING 15" RCP
STORM DRAIN
EXISTING 15" RCP
STORM DRAIN
EXISTING
12" WATER
EXISTING
12" WATER
EXISTING 24" WATER
EXISTING
EXISTING 8" WATER
16" WATER
EXISTING
8" WATER
EXISTING 10" CLAY SANITARY
EXISTING 10" CLAY SANITARY
174.61 LF 12" PVC
N90°00'00"E
77.70 LF 12" PVC
12"x6" SWIVEL TEE N90°00'00"E
w/ 6" GV (N)
N:118106.01
E:194568.68
PROPOSED
INLET
CONNECT TO EXISTING
STORM DRAIN
PROPOSED
STORM DRAIN
CONNECT TO EXISTING
STORM DRAIN
PROPOSED
INLET
PROPOSED WATER
QUALITY CHAMBERS
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
TRANSFORMER
PROPOSED FH
PROPOSED 1.5"
WATER SERVICE
CONNECT TO EXISTING
90° BEND w/ TB
& 12" GV (W)
N:118106.01
E:194646.38
15' UTILITY EASEMENT
UTILITY EASEMENT
(WIDTH VARIES)
UTILITY EASEMENT
(WIDTH VARIES)
6' UTILITY & ACCESS EASEMENT 6' UTILITY & ACCESS EASEMENT
14.48 LF 12" PVC
S00°47'36"W
CONNECT TO EXISTING
12" WATER
N:118419.88
E:194647.06
PROPOSED FH
12"x6" REDUCER
w/ 6" GV (S) &
FH ASSEMBLY
N:118404.91
E:194646.84
26' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
PROPOSED 1.5"
WATER METER
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C303
UTILITY PLAN
A. Reese
B. Ruch
1"=20'
8
KEYMAP
NTS
BUS PAD
SEE SHEET C302 SEE SHEET C301
C301
C302
C303
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 AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
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. 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.
8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS
WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE
LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL
ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF
MATERIALS.
10. ALL SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON
BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED
END SECTIONS.
12. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443/C877
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON
THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR 35 OR APPROVED EQUAL.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
14. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, FIBER, GAS,
AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY
PROVIDERS.
15. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS
WITH ARCHITECT AND UTILITY PROVIDERS.
EXISTING WATER MAIN
LEGEND:
W
G
T
CTV
EXISTING STORM SEWER
EXISTING CABLE
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING LOTLINE
W
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED ELECTRIC E
PROPOSED FIRE SERVICE F
EXISTING ELECTRIC E
PROPOSED LOTLINE
@ 1.00%
EXISTING 8" CLAY SANITARY
EXISTING 8" SANITARY
EXISTING 6" WATER
27.29 LF 12" PVC
S33°45'00"E
15.00 LF 12" PVC
N56°15'00"E
38.17 LF 12" PVC
N78°45'00"E
11.25° & 22.5° BENDS w/ TB
N:118112.93
E:194329.00
22.50° BEND w/ TB
N:118098.57
E:194356.63
11.25° BEND w/ TB
N:118106.01
E:194394.07
11.70 LF 6" PVC
S56°15'00"W
17.13 LF 6" PVC
S78°45'00"W
215.92 LF 6" PVC
N90°00'00"W
15.50 LF 6" PVC
S00°00'00"W
20.78 LF 8" PVC
S33°45'00"E
3.41 LF 8" PVC
S33°45'00"E
24.52 LF 8" PVC
S22°30'00"E
145.50 LF 8" PVC
S00°00'00"E
5
8
.
9
0
L
F
8
"
P
V
C
R
=
3
0
0
.
0
0
'
22.50° BEND w/ TB
N:117995.60
E:194394.71
22.50° BEND w/ TB
N:118083.73
E:194334.43
11.25° BEND w/ TB
N:118080.39
E:194317.64
90.00° BEND w/ TB
& 6" GV (S)
N:118080.39
E:194101.72
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
STORM DRAIN
PROPOSED
INLET
8"x6" SWIVEL TEE
w/ 6" GV (E)
N:118072.96
E:194355.70
12"x12" CROSS w/
2-12" GV (N,E), 1-6" GV (W),
12"x8" REDUCER (S),
& 12"x6" REDUCER (W)
N:118090.23
E:194344.16
PROPOSED FH
BEGIN HORZ. DEFL.
N:118070.12
E:194357.60
END HORZ. DEFL.
N:118018.25
E:194385.32
TRACT A
PROPOSED
TRANSFORMER
APPROXIMATE LOCATION
EXISTING FH
CONNECT TO EXISTING
CUT IN 8"x6" TEE w/ TB
1-8:" GV (N) & 1- 6" GV (E)
N:117850.11
E:194394.71
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
CONNECT TO EXISTING
4"x6" TAPPING SADDLE
w/ TB & 4" GV (N)
N:117853.08
E:194064.51
CONNECT TO
EXISTING MANHOLE
PROPOSED FH
PROPOSED 1.5"
WATER METER
PROPOSED 1.5"
WATER SERVICE
PROPOSED 4"
FIRE SERVICE
55.95 LF 4" PVC
S00°33'03"W
PROPOSED
STORM DRAIN
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
24' FL-FL
24' FL-FL
24' FL-FL
24' EMERGENCY
ACCESS EASEMENT
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C302
UTILITY PLAN
A. Reese
B. Ruch
1"=20'
7
KEYMAP
NTS
BUS PAD
SEE SHEET C302
SEE SHEET C303
C301
C302
C303
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 AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
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. 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.
8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS
WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE
LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL
ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF
MATERIALS.
10. ALL SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON
BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED
END SECTIONS.
12. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443/C877
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON
THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR 35 OR APPROVED EQUAL.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
14. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, FIBER, GAS,
AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY
PROVIDERS.
15. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS
WITH ARCHITECT AND UTILITY PROVIDERS.
EXISTING WATER MAIN
LEGEND:
W
G
T
CTV
EXISTING STORM SEWER
EXISTING CABLE
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING LOTLINE
W
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED ELECTRIC E
PROPOSED FIRE SERVICE F
EXISTING ELECTRIC E
PROPOSED LOTLINE
DRAKE ROAD
(ROW VARIES)
McCLELLAND DRIVE
(37' ROW)
SSMH A4
INV. IN=5017.90 (S)
INV. OUT=5017.74 (E)
FG=5029.83
SSMH A1
INV. IN=5016.38 (W)
INV. OUT=5016.19 (N)
FG=5026.97
EXMH A
INV. IN=5014.50 (W)
INV. IN=5015.33 (S)
INV. IN=5015.21 (NW)
INV. OUT=5014.39 (E)
FG=5024.85
BLDG B SERV
INV. OUT=5018.26 (N)
FG=5033.00
BLDG C SERV
INV. OUT=5018.20 (S)
FG=5030.84
SERVICE CONNECTION A3
INV. IN=5017.53 (W)
INV. IN=5017.70 (N)
INV. OUT=5017.53 (E)
FG=5029.35
BLDG D SERV
INV. OUT=5017.59 (S)
FG=5030.03
SERVICE CONNECTION A2
INV. IN=5016.92 (W)
INV. IN=5017.08 (N)
INV. OUT=5016.92 (E)
FG=5027.93
170.61 LF 8" PVC @ 0.50%
122.55 LF 8" PVC @ 0.50% 106.32 LF 8" PVC @ 0.50%
41.56 LF
8" PVC
@ 0.50%
35.92 LF
6" PVC
@ 1.00%
51.15 LF
6" PVC
@ 1.00%
50.68 LF
6" PVC
@ 1.00%
EXISTING 8"
CLAY SANITARY
EXISTING 24" WATER
EXISTING 18" CLAY SANITARY
139.46 LF 12" PVC
S00°00'24"E
14.83 LF 12" PVC
S00°03'44"W
180.47 LF 12" PVC
S00°00'00"E
12"x8" CROSS w/
2-12" GV (N,S),
1-8" GV (W), &
8"x6" REDUCER (E)
N:118293.39
E:194329.00
246.81 LF 8" PVC
N90°00'00"W
28.56 LF 8" PVC
N90°00'00"W
3.98 LF 6" PVC
N90°00'00"W
12.50 LF 6" PVC
N00°00'01"E
90.00° BEND w/ TB
& 6" GV (N)
N:118293.39
E:194049.65 16.47 LF 6" PVC
N90°00'00"E
48.69 LF 6" PVC
S67°30'00"E
22.50° BEND w/ TB
N:118293.39
E:194345.47
PROPOSED
INLET
PROPOSED WATER
QUALITY CHAMBERS
PROPOSED
INLET
PROPOSED FH
8"x6" REDUCER
N:118293.39
E:194053.63
PROPOSED 1.5"
WATER METER
PROPOSED 1.5"
WATER METER
PROPOSED 1.5"
WATER SERVICE
PROPOSED 1.5"
WATER SERVICE
PROPOSED 1.5"
WATER METER
PROPOSED 1.5"
WATER SERVICE
PROPOSED 4"
FIRE SERVICE
8"x4" TEE w/ TB
& 4" GV (S)
N:118293.39
E:194082.19
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PROPOSED FH
12"x6" SWIVEL TEE
w/ 6" GV (E)
N:118308.22
E:194329.01
22.50° BEND w/ TB
N:118274.76
E:194390.45
6.47 LF 6" PVC
S90°00'00"E
5.00 LF 6" PVC
N90°00'00"E
PROPOSED 4"
WATER SERVICE
PROPOSED 6"
FIRE SERVICE
PROPOSED 4"
WATER METER
8"x8" TEE w/ TB
N:118274.76
E:194396.92
90° BEND w/ TB
& 6" GV (N)
N:118274.76
E:194401.92
PROPOSED
TRANSFORMER
CONNECT TO EXISTING
12"x24" TAPPING SADDLE
w/ TB & 12" GV (S)
N:118447.69
E:194329.00
TRACT A
9' UTILITY EASEMENT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
9' UTILITY EASEMENT
40.02 LF 6" PVC
S00°00'00"E
41.92 LF 4" PVC
S00°00'00"E
CONNECT TO
EXISTING MANHOLE
PROPOSED
STORM DRAIN
26' EMERGENCY
ACCESS EASEMENT
24' FL-FL
26' EMERGENCY
ACCESS EASEMENT
24' FL-FL
LOT 4
PROPOSED 2'
CONCRETE CHASE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
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
C301
UTILITY PLAN
A. Reese
B. Ruch
1"=20'
6
KEYMAP
NTS
BUS PAD
SEE SHEET C302
SEE SHEET C303
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
C301
C302
C303
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 AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
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. 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.
8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS
WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE
LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL
ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF
MATERIALS.
10. ALL SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON
BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED
END SECTIONS.
12. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443/C877
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON
THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR 35 OR APPROVED EQUAL.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
14. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, FIBER, GAS,
AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY
PROVIDERS.
15. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS
WITH ARCHITECT AND UTILITY PROVIDERS.
EXISTING WATER MAIN
LEGEND:
W
G
T
CTV
EXISTING STORM SEWER
EXISTING CABLE
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING LOTLINE
W
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED ELECTRIC E
PROPOSED FIRE SERVICE F
EXISTING ELECTRIC E
PROPOSED LOTLINE
SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS
SS
SS SS
LID
T
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
X
S
ELEC
H2O
S
S
MH
C
S
S
S
WV S
VAULT
ELEC
VAULT
ELEC S
ELEC
WV
WV
H2O
WV
WV
H Y
D
C S
C S C S
W
W W W
W W W W
W
W W W W W W W W W W W W W W W
D
D
D
D
W
D
H Y
D
ST ST
D
TF
TF
TF
TF
TF
W
S
S
S
W
W
W
W
W
W
W S
S S
W
F
F
W
W
F
W
DRAKE ROAD
(ROW VARIES)
McCLELLAND DRIVE
(37' ROW)
COLLEGE AVENUE
(ROW VARIES)
THUNDERBIRD DRIVE
(60' ROW)
6' SIDEWALK
6' SIDEWALK
12' SIDEWALK 12' SIDEWALK
12' SIDEWALK
5' SIDEWALK
12' SIDEWALK 12' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
UTILITY EASEMENT
(WIDTH VARIES)
6' UTILITY & ACCESS EASEMENT
EXISTING 8" CLAY SANITARY
EXISTING 8" SANITARY
EXISTING 18" CLAY SANITARY
EXISTING 6" WATER
EXISTING 15" RCP
STORM DRAIN
EXISTING
12" WATER
EXISTING 8"
CLAY SANITARY
EXISTING
12" WATER
EXISTING 24" WATER
EXISTING 24" WATER
EXISTING 18" CLAY SANITARY
EXISTING
EXISTING 8" WATER
16" WATER
EXISTING
8" WATER
PROPOSED
INLET
PROPOSED
STORM DRAIN
PROPOSED FH PROPOSED FH
PROPOSED FH
APPROXIMATE LOCATION
EXISTING FH
CONNECT TO
EXISTING MANHOLE
PROPOSED FH
PROPOSED FH
LOT 3
LOT 5
LOT 6
LOT 2
LOT 1
TRACT A
TRACT A
CONNECT TO
EXISTING 12" WATER
CONNECT TO
EXISTING 24" WATER
CONNECT TO
EXISTING MANHOLE
PROPOSED
12" PVC WATER
PROPOSED
12" PVC WATER
PROPOSED
12" PVC WATER
CONNECT TO
EXISTING 12" WATER
PROPOSED
8" PVC WATER
PROPOSED
6" PVC WATER
CONNECT TO
EXISTING 6" WATER
PROPOSED 1.5"
WATER SERVICE
PROPOSED 1.5"
WATER SERVICE
PROPOSED 1.5"
WATER SERVICE
PROPOSED 4"
FIRE SERVICE
PROPOSED 4"
WATER SERVICE
PROPOSED 6"
FIRE SERVICE
PROPOSED 1.5"
WATER SERVICE
PROPOSED 1.5"
WATER SERVICE
PROPOSED 4"
FIRE SERVICE
PROPOSED 6"
SANITARY SERVICE
PROPOSED 6"
SANITARY SERVICE
PROPOSED 6"
SANITARY SERVICE
PROPOSED 6"
SANITARY SERVICE
PROPOSED
INLET
CONNECT TO
EXISTING
STORM DRAIN
CONNECT TO
EXISTING
STORM DRAIN
PROPOSED
INLET
PROPOSED WATER QUALITY
CHAMBERS
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
STORM DRAIN
PROPOSED
8" PVC WATER PROPOSED
6" PVC WATER
PROPOSED 6"
SANITARY SERVICE
CONNECT TO
EXISTING 10" SANITARY
PROPOSED 6"
SANITARY SERVICE
CONNECT TO
EXISTING MANHOLE
PROPOSED
8" PVC SANITARY
PROPOSED
8" PVC SANITARY
EXISTING FH
PROPOSED
INLET
ENCHANTE ENTERPRISES LLC
2631 S COLLEGE AVE
PLUTUS HOLDINGS LLC
2633 S COLLEGE AV.
PROPOSED 2'
CONCRETE CHASE
LOT 4
TRACT B
KEYMAP
NTS
BUS PAD
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
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
C300
OVERALL UTILITY PLAN
A. Reese
B. Ruch
1"=30'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU 5
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
C301
C302
C303
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 AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
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. 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.
8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS
WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE
LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL
ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF
MATERIALS.
10. ALL SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON
BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED
END SECTIONS.
12. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443/C877
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON
THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR 35 OR APPROVED EQUAL.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
14. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, FIBER, GAS,
AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY
PROVIDERS.
15. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS
WITH ARCHITECT AND UTILITY PROVIDERS.
EXISTING WATER MAIN
LEGEND:
W
G
T
CTV
EXISTING STORM SEWER
EXISTING CABLE
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING LOTLINE
W
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED ELECTRIC E
PROPOSED FIRE SERVICE F
EXISTING ELECTRIC E
PROPOSED LOTLINE
9'
8'
26' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
24' FL-FL
26' EMERGENCY
ACCESS EASEMENT
LOT 5
LOT 2
TRACT B
LOT 6
LOT 1
TRACT A
LOT 3
TRACT A
TRACT A
19'
19'
9'
9'
17'
9'
9'
20'
15'
15'
8'
8'
9'
20'
19'
19'
9' 9' 15'
8'
19'
9' 17'
9'
15'
8'
19'
19'
9'
9'
15'
15'
8'
8'
19'
9'
19'
9'
8'
9'
8'
5'
8'
18'
9'
17'
9'
24' EMERGENCY
ACCESS EASEMENT
24' FL-FL
5' WALK
6' SIDEWALK
6' SIDEWALK
12' SIDEWALK 12' SIDEWALK
12' SIDEWALK
5' SIDEWALK
12' SIDEWALK
12' SIDEWALK
TYPE III
BARRICADES
±27' FL-FL
EXISTING
FRONTAGE ROAD
24' FL-FL 24' EMERGENCY
ACCESS EASEMENT
6' WALK
5' WALK
4' WALK
(TYP.)
4' WALK
(TYP.)
WAYFINDING SIGN
WAYFINDING
SIGN
WAYFINDING
SIGN
PROPOSED 30" VERTICAL
CURB & GUTTER
PROPOSED 30" VERTICAL
CURB & GUTTER
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
UTILITY EASEMENT
(WIDTH VARIES)
UTILITY EASEMENT
(WIDTH VARIES)
6' UTILITY & ACCESS EASEMENT 6' UTILITY & ACCESS EASEMENT
BOULDER WALL
(RE: LANDSCAPE)
BOULDER WALL
(RE: LANDSCAPE)
PROPOSED
STAIRS PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
TRASH
ENCLOSURE
TRASH
ENCLOSURE
2' CONCRETE CHASE
PROPOSED
STAIRS
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
LOT 4
5' WALK
(TYP.)
8' 8'
2' CONCRETE CHASE
2' CONCRETE CHASE 2' CONCRETE CHASE
EXISTING PRPA
TRANSMISSION POLE
(MIN. 30" CLEARANCE
PROVIDED)
MATCH EXISTING
30" VERTICAL
CURB & GUTTER
BOULDER WALL
(RE: LANDSCAPE)
BOULDER WALL
(RE: LANDSCAPE)
BOULDER WALL
(RE: LANDSCAPE)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C200
PAVING PLAN
A. Reese
B. Ruch
1"=30'
4
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
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. 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.
4. CONCRETE REMOVAL SHALL BE TO NEAREST PANEL, OR AS DIRECTED BY OWNER
AND/OR CITY.
5. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
6. ALL PUBLIC CONCRETE SIDEWALKS SHALL BE 6" THICK. ALLEY DRIVEWAY/SIDEWALK
CONCRETE SHALL BE 8" (MIN.) THICK. ACTUAL ALLEY CONCRETE THICKNESS SHALL
BE BASED ON FINAL PAVEMENT DESIGN.
7. REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION
RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.
PROPOSED VERTICAL CURB & GUTTER
ACCESS RAMP w/ TRUNCATED DOMES
EASEMENTS
PUBLIC CONCRETE FLATWORK
PROPERTY BOUNDARY
PROPOSED LOT LINE
EXISTING ROW
ASPHALT PATCH
PRIVATE CONCRETE FLATWORK
PROPOSED ROW
NOTES:
LEGEND:
LIGHT DUTY PAVING
HEAVY DUTY PAVING
CONCRETE PARKING PAVING
G
G G G
G G G
G G
G G G G
E E
E
E E
W W W W W
W W W
W W W W W W W W
W
W W W W
W W
W
W
W W
W
W W
W W
W
W
W W
W W
W W
W
W
W
W
W
W
W
G G
CTV
E
E E
E E E
E E E
E E
E E
E E
E
G
G
G G
G
G
G
E
E E
E
E
E
E
E E
E E
E E
E E
E E E E E
E E E E
CTV
CTV
CTV CTV
CTV CTV CTV CTV
CTV CTV
CTV CTV CTV
CTV CTV
G
G G G
G G
G G G G
G G
G G G
T
T T
T
T
T
T T
T
E E
E
E
E
E
E
E
E
E
E
E
W
W
G G
G G
G
G
G
G
G
G
G
BUS
BUS
SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS
SS
SS SS
C S
H2O
LID
C.O.
C.O.
X X X X
T
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
G
M
G
X X
T T
MH
V.P.
WV WV
AC
G
T
MH
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
X
S
MH
MH
MH
ELEC
H2O
S
S
MH
C
MH
S
S
S
WV S
VAULT
ELEC
E
VAULT
ELEC
E
VAULT
ELEC
E
E
ELEC
S
ELEC
WV
WV
H2O
WV
WV
H Y
D
C S
C S C S
C S
W
W W W
W W W W
W
W W W W W W W W W W W W W W W
D
D
D
D
W
D
H Y
D
ST ST
D
ENCHANTE ENTERPRISES LLC
2631 S COLLEGE AVE
PLUTUS HOLDINGS LLC
2633 S COLLEGE AV.
DRAKE ROAD
(ROW VARIES)
McCLELLAND DRIVE
(37' ROW)
COLLEGE AVENUE
(ROW VARIES)
THUNDERBIRD DRIVE
(60' ROW)
PROPOSED
SAWCUT
18' UTILITY EASEMENT
PER GHENT SUB. PLAT
TO BE VACATED BY THIS PLAT
12' UTILITY EASEMENT PER
MOORE ADD'N 1ST FILING
TO BE VACATED BY THIS PLAT
3' PEDESTRIAN
EASEMENT
REC. NO. 98004057
PEDESTRIAN EASMENT
REC. NO. 98004057 EXISTING GATE
& CHAIN LINK FENCE
TO BE REMOVED
EXISTING SIGN
TO BE RELOCATED
EXISTING SAN MH
RIM=5030.02
INV OUT=5018.33 (E)
EXISTING SAN MH
RIM=5027.14
INV IN=5017.12 (W)
INV OUT=5017.10 (E)
EXISTING 8" CLAY SANITARY
EXISTING SAN MH
RIM=5023.68
INV IN=5016.04 (W)
INV IN=5015.90 (S)
INV OUT=5015.85 (N)
EXISTING 8" SANITARY
EXISTING 10" CLAY SANITARY
EXISTING SAN MH
RIM=5022.16
INV IN=5012.69 (S)
INV IN=5012.15 (W)
INV OUT=5011.99 (E)
EXISTING SAN MH
RIM=5024.85
INV IN=501521 (NW)
INV IN=5014.50 (W)
INV OUT=5014.39 (E)
EXISTING 18" CLAY SANITARY
EXISTING SAN MH
RIM=5030.72
INV IN=5017.47 (W)
INV OUT=5017.22 (E)
EXISTING 18" RCP
STORM DRAIN
EXISTING STM MH
RIM=5021.61
INV IN=5018.91 (W)
INV IN=5018.84 (S)
INV OUT=5018.89 (N)
EXISTING STM MH
RIM=5022.26
INV IN=5019.63 (S)
INV OUT=5019.60 (N)
EXISTING 15" RCP STORM DRAIN
EXISTING 15" RCP
STORM DRAIN
EXISTING 6" WATER
EXISTING GATE
& CHAIN LINK FENCE
TO BE REMOVED
EXISTING CHAIN LINK FENCE
TO BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
EXISTING CHAIN LINK FENCE
TO BE REMOVED
EXISTING CHAIN LINK FENCE
TO BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING SHEDS
TO BE REMOVED
EXISTING GATE &
CHAIN LINK FENCE
TO BE REMOVED
6' EASEMENT PER
GHENT SUBDIVISION PLAT
TO BE VACATED
8' ALLEY ROW PER
GHENT SUB. PLAT
TO BE VACATED
3'x3' UTILITY EASEMENT
REC. NO. 96030373
EXISTING BLOCK WALL
TO BE REMOVED
EXISTING BLOCK WALLS
TO BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
EXISTING DRIVEWAY
TO BE REMOVED
EXISTING 15" RCP
STORM DRAIN
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING
12" WATER
±311 LF EXISTING
12" WATER
TO BE REMOVED
±311 LF EXISTING
12" WATER
TO BE REMOVED
EXISTING STRIPING
TO BE REMOVED
EXISTING 30" VERTICAL
CURB & GUTTER
TO BE REMOVED
EXISTING 30" VERTICAL
CURB & GUTTER
TO BE REMOVED
EXISTING 30" VERTICAL
CURB & GUTTER
TO BE REMOVED
±66LF EXISTING 30"
VERTICAL CURB & GUTTER
TO BE REMOVED
EXISTING CONCRETE
TO BE REMOVED
EXISTING 8"
CLAY SANITARY
EXISTING
12" WATER
EXISTING 24" WATER
EXISTING 24" WATER
EXISTING 18" CLAY SANITARY
EXISTING VERTICAL PIPES
TO BE REMOVED
EXISTING CONCRETE WALL
TO BE REMOVED
EXISTING CHAIN LINK FENCE
TO BE REMOVED
EXISTING LOT LINE
TO BE VACATED
PROPOSED
SAWCUT
±64LF EXISTING 30"
VERTICAL CURB & GUTTER
TO BE REMOVED
EXISTING 30" VERTICAL
CURB & GUTTER
TO BE REMOVED
±54LF EXISTING 30"
VERTICAL CURB & GUTTER
TO BE REMOVED
EXISTING LOT LINE
TO BE VACATED
EXISTING GAS METERS
TO BE REMOVED
EXISTING UTILITY
MANHOLE
EXISTING
CONCRETE WALL
TO BE REMOVED
3'x3' UTILITY EASEMENT
REC. NO. 96030373
EXISTING WATER SERVICES
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
3'x3' UTILITY EASEMENT
REC. NO. 96030373
EXISTING 7'
CONCRETE SIDEWALK
TO BE REMOVED
EXISTING 7'
CONCRETE SIDEWALK
TO BE REMOVED
EXISTING 7'
CONCRETE SIDEWALK
TO BE REMOVED
EXISTING 6'
CONCRETE SIDEWALK
TO BE REMOVED
EXISTING 6'
CONCRETE SIDEWALK
TO BE REMOVED
EXISTING 10'
CONCRETE SIDEWALK
TO BE REMOVED
EXISTING 10'
CONCRETE SIDEWALK
TO BE REMOVED
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 30" VERTICAL
CURB & GUTTER
APPROXIMATE LOCATION
EXISTING FH
EXISTING 10" CLAY SANITARY
EXISTING GAS
SERVICE TO BE
REMOVED
EXISTING WATER
SERVICE TO BE
REMOVED
EXISTING PRPA
TRANSMISSION POLE
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 & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C100
DEMOLITION PLAN
EXISTING CONDITIONS & A. Reese
B. Ruch
1"=30'
3
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
NORTH
LEGEND:
EXISTING STORM SEWER
EXISTING VALVE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
H Y
EXISTING TREES (TO BE REMOVED)
EXISTING PAVEMENT TO BE REMOVED
1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA
BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR
REMOVAL.
2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER
A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND
APPROVED THE DISTURBANCE.
3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY
STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A
CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.
4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED
EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN
HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR
ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR
MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION
ZONE.
5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE
CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL
SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL
HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF
TREES.
6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED
TREE.
7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION
OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED
OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN
SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A
MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG
THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.
8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING
EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT
SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE
AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED
FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:
9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON
(FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA.
10. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES.
TREE PROTECTION NOTES:
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. 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.
7. CONCRETE REMOVAL SHALL BE TO NEAREST PANEL, OR AS DIRECTED BY OWNER
AND/OR CITY.
8. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRE
REMOVAL. COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE
REMOVED SHOULD BE COORDINATED WITH THE CITY FORESTER. REFER TO
LANDSCAPE PLANS AND TREE MITIGATION PLAN FOR ADDITIONAL INFORMATION.
9. CONTRACTOR SHALL COORDINATE WITH FORT COLLINS UTILITY FIELD OPERATIONS
DEPARTMENT AT (970) 221-6700 FOR WATER AND SEWER SERVICE ABANDONMENT.
10. REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION.
TREE DIAMETER AT BREAST
HEIGHT (INCHES)
AUGER DISTANCE FROM
FACE OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
S O
W
VAULT
ELEC
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
T
EXISTING CABLE CTV
EXISTING ELECTRIC E
EXISTING OVERHEAD UTILITY OHU
NORTHERN ENGINEERING
PROJECT NO. 249-015
DATE: FEBRUARY 2012
ADDITIONAL TOPO:
NORTHERN ENGINEERING
PROJECT NO. 379-072
DATE: NOVEMBER 2017
NORTHERN ENGINEERING
PROJECT NO. 379-072
DATE: MAY 2018
EXISTING GAS G
GENERAL & CONSTRUCTION NOTES
A. Reese
B. Ruch
N/A
2
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 & Wastewater 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 5.5 feet 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 Drainage Report for Drake Redevelopment, dated July 25, 2018 by 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 the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department,
who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the
labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations.
In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays
or holidays, unless there is prior written approval by 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: NAVD88
City of Fort Collins Benchmark 21-92
Northwest corner of West Drake Rd. and Research Blvd., on a power tower base.
Elev.= 5042.84
City of Fort Collins Benchmark 14-97
Approximately 100 feet west of the intersection of Centre Ave. and Research blvd.,on the west end of the south headwall on Centre Ave.
Elev.= 5051.76
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.17'
Basis of Bearings
The Basis of Bearings is the North line of the Northeast Quarter, Section 26-7-69, as bearing N 89°30' W.
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: N.A.
48. Approved Variances are listed as follows: N.A.
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 prior to 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. For additional information see separate Stormwater Management Plan / Erosion Control Report for Drake Redevelopment.
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 Drainage Report for Drake Redevelopment, dated July 25, 2018 by 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 and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction.
2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be
SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend
up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per City Water Detail 11A.
PROJECT TEAM:
SITE ENGINEER
Northern Engineering Services, Inc.
Andy Reese
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SURVEYOR
CONTACT INFORMATION
PROJECT TEAM:
SHEET INDEX
E N G I N E E R I N G
N O R T H E RN
PRELIMINARY UTILITY PLANS FOR
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
UTILITY CONTACT LIST: *
UTILITY COMPANY
* 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.
PHONE NUMBER
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power-- Rob Irish (970) 221-6878
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
PROJECT
LOCATION
DRAKE REDEVELOPMENT
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
E N G I N E E R I N G
N O R T H E RN
C001 COVER SHEET
C002 GENERAL & CONSTRUCTION NOTES
C100 EXISTING CONDITIONS & DEMOLITION PLAN
C200 PAVING PLAN
C300 OVERALL UTILITY PLAN
C301-C303 UTILITY PLAN
C400 OVERALL GRADING PLAN
C401-C408 GRADING PLAN
C500 DRAKE ROAD STRIPING & SIGNAGE PLAN
C600 EROSION CONTROL PLAN
C601 EROSION CONTROL DETAILS
C700 DRAINAGE EXHIBIT
Brinkman Partners
Todd Parker
3528 Precision Drive, Suite 100
Fort Collins, CO 80528
(970) 267-0954
PLANNER/
LANDSCAPE ARCHITECT
Russell+Mills Studios
Shelley La Mastra, RLA
506 S College Ave, Unit A
Fort Collins, CO 80524
(970) 484-8855
ARCHITECT
OZ Architecture
Eduardo Illanes, AIA
3003 Larimer Street
Denver, CO 80205
(303) 579-1558
MECHANICAL/PLUMBING
The Ballard Group, Inc.
Mechanical Consulting Engineers
John Blair
2525 South Wadsworth Blvd., Suite 200
Lakewood, CO 80227
303-988-4514
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/18
PROJECT:
379-072
Sheet
DRAKE REDEVELOPMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/25/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 21
C001
COVER SHEET
A. Reese
B. Ruch
N/A
1
TRACTS OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO