HomeMy WebLinkAboutBRICK STONE APARTMENTS ON HARMONY - PDP ..... HEARING SET - PDP160019 - PLANS - UTILITY PLANSPP
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CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
A. GENERAL NOTES
1. All materials, workmanship, and construction of ppublic 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 Brick Stone Apartments dated June 29, 2016 by Northern Engineering
Services, Inc., 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
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S89° 29' 13.31"E
50.000
EAST HARMONY ROAD
(PUBLIC R.O.W. VARIES)
12' TRAVEL LANE
6' BIKE LANE
12' TRAVEL LANE
6' BIKE LANE
BUS STOP PAD
SAWCUT LINE SAWCUT LINE
SAWCUT LINE
5010
5015
5020
5025
5030
5035
5040
5045
5010
5015
5020
5025
5030
5035
5040
5045
9+50 10+00 11+00 12+00 13+00 14+00
5029.02
5028.32
5027.62
5026.92
5028.85
5028.67
5028.50
5028.15
5027.97
5027.80
5027.45
5027.27
5027.10
5026.70
5026.47
5026.34
PROPOSED GROUND
EXISTING GROUND
-0.50%
-0.70%
-0.90%
PVI STA = 10+00.00
PVI ELEV = 5029.02
PVI STA = 12+99.77
IRR
6' BIKE LANE
STORM DRAIN
SEE SHEET
#####
EXISTING DRIVE
26' TRAVEL LANE
8' SIDEWALK
12' TURN LANE
RELOCATE LIGHT
PROPOSED STRIPPING (TYP.)
PROPOSED 30" VERTICAL
CURB AND GUTTER
EXISTING STRIPPING (TYP.)
TURN LANE
STRIPPING (TYP.)
BIKE LANE
STRIPPING (TYP.)
SAWCUT LINE
SAWCUT LINE
PROPOSED GROUND
EXISTING GROUND
INLET
5010
5015
5020
5025
5030
5035
5040
5045
5010
5015
5020
5025
5030
5035
5040
5045
14+00 15+00 16+00 17+00 18+00 18+50
5026.21
5026.09
5025.96
5025.84
5025.71
5025.59
5025.46
5025.34
5025.21
5025.09
5024.96
5024.84
5024.71
5024.77
5024.90
PVI STA = 17+06.62
PVI ELEV = 5024.68
PVI STA = 17+65.95
PVI ELEV = 5025.02
-0.50%
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+50
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5028
5032
5036
5021
5024
5028
5032
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-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+00
5020
5024
5028
5032
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+50
5020
5024
5028
5032
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+00
5020
5024
5028
5032
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+00
5018
5020
5024
5028
5032
5018
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+50
5018
5020
5024
5028
5032
5018
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+00
5019
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5024
5028
5032
5019
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+50
5019
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5028
5032
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w
i1
EXISTING DRAINAGE
CULVERT
EROSION BUFFER ZONE
PER CITY OF FORT COLLINS
CITY FLOOD RISK MAP
MAIL CREEK FLOODWAY
FORT COLLINS SUPPORTIVE
HOUSING SUBDIVISION
LOT 26
FAIRWAY ESTATES
FAIRWAY ESTATES
LOT 26
FAIRWAY ESTATES 3RD
EAST HARMONY ROAD
(PUBLIC R.O.W. VARIES)
FAIRWAY ESTATES
S
F
UD
UD
UD
UD
50' DRAINAGE
EASEMENT
LARIMER COUNTY DITCH #2
48 MC-4500 CHAMBERS
118 MC-4500 CHAMBERS
ISOLATOR ROW
FLOW CONTROL MANHOLE
FLOW CONTROL MANHOLE
ISOLATOR ROW
os.2
CTIY FLOODPLAIN
INLET
INLET
INLET
INLET
PEDESTRIAN BRIDGE
10' DRAINAGE
EASEMENT
RIP RAP
RIP RAP
TOP OF BANK
TOP OF BANK
TOP OF BANK
3:1
3:1
5:1
4:1
4:1
4:1
4:1
3:1
8:1
4:1
4:1
??? ??? ???
(3.3:1)
(3.8:1)
(1.4:1)
(1.1:1)
(2.1:1)
(3.8:1)
(2.8:1)
(9.5:1)
(2.7:1)
(2.6:1)
(3.2:1)
(3.3:1)
(9.2:1)
(7.0:1)
(2.9:1)
(2.5:1)
(3.9:1)
(3.8:1)
8575 - 5006.91 NAVD 88
8385 - 5003.11 NAVD 88
8830 - 5010.09 NAVD 88
FFE=29.50 FFE=29.50
FFE=17.50
E.1
OS.4
W.1
OS.1
E.2
OS.2
OS.3
e
10' DRAINAGE EASEMENT
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
GRAPHIC SCALE:
LEGEND:
ST
A2
a3
4950
4:1
79.45
HP
RUNOFF SUMMARY TABLE:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
NOTES:
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
C5.01
DRAINAGE EXHIBIT
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100
2-yr
Tc
(min)
100-yr
Tc
(min)
Q2
(cfs)
Q100
(cfs)
w W.1 0.77 0.91 1.00 6.5 5.0 1.81 7.65
e E.1 1.17 0.91 1.00 5.1 5.0 3.04 11.66
e E.2 0.38 0.44 0.55 7.7 6.4 0.41 1.95
e OS.1 0.22 0.95 1.00 5.0 5.0 0.60 2.20
OS.2 0.85 0.95 1.00 5.0 5.0 2.30 8.45
OS.3 0.19 0.53 0.66 12.4 9.5 0.20 1.00
OS.4 1.85 0.27 0.34 18.3 16.8 0.85 3.89
11
Sheet
Of 11 Sheets
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:\Projects\1229-001\Dwg\Drng\1229-001_DRNG.dwg LAYOUT NAME: C5.01 DATE: Sep 26, 2016 - 12:36pm CAD OPERATOR: cody
LIST OF XREFS: [1229-001_xSITE] [1229-001_xEXST] [1229-001_xGRAD] [1229-001_xTOPO] [NES-xborder] [1229-001_xPutil]
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
E NGINEER ING
N O R T H E RN
9.27.16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
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H1
OS1
MAIL CREEK FLOODWAY
EROSION BUFFER ZONE
PER CITY OF FORT COLLINS
CITY FLOOD RISK MAP
LOT 26
FAIRWAY ESTATES
LOT 25
FAIRWAY ESTATES
FAIRWAY ESTATES
LOT 26
FAIRWAY ESTATES 3RD
EAST HARMONY ROAD
(PUBLIC R.O.W. VARIES)
FAIRWAY ESTATES
LARIMER COUNTY DITCH #2
EXISTING PIPES APPEAR
TO BE ABANDONED
EXISTING ROADSIDE DITCH
EXISTING
RIPRAP RUNDOWN
EXISTING IRRIGATION
CONCRETE STRUCTURE
EXISTING CONCRETE
BOX CULVERTS EXISTING 24" RCP
CITY FLOODPLAIN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
GRAPHIC SCALE:
LEGEND:
ST
A2
a3
4950
4:1
79.45
HP
RUNOFF SUMMARY TABLE:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
NOTES:
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
C5.00
HISTORIC DRAINAGE EXHIBIT
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100
2-yr
Tc
(min)
100-yr
Tc
(min)
Q2
(cfs)
Q100
(cfs)
h1 H1 4.30 0.26 0.33 12.7 11.7 2.27 10.26
os1 OS1 1.09 0.95 1.00 8.2 7.9 2.49 9.39
10
Sheet
Of 11 Sheets
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:\Projects\1229-001\Dwg\Drng\1229-001_EX_DRNG.dwg LAYOUT NAME: C5.00 DATE: Sep 26, 2016 - 12:35pm CAD OPERATOR: cody
LIST OF XREFS: [1229-001_xEXST] [1229-001_xTOPO] [NES-xborder]
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
E NGINEER ING
N O R T H E RN
9.27.16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
17+00
5019
5020
5024
5028
5032
5019
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
17+50
5018
5020
5024
5028
5032
5018
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
5022.3
5025.71
5022.2
5025.46
5022.3
5025.21
5022.2
5024.96
5022.2
5024.71
5022.1
5022.08
R.O.W R.O.W
R.O.W R.O.W
R.O.W R.O.W
(-1.64%)
(-60.07%)
(6.95%)
(91.94%)
(-14.02%)
(-5.40%)
(-1.79%)
(-97.05%)
(-2.84%)
(93.53%)
(-8.15%)
(-4.50%)
(-100.01%)
(-1.72%)
(-85.47%)
(-2.84%) (93.53%)
(-6.90%)
(-1.40%)
(-3.56%)
(-1.71%) (-1.66%)
(-92.97%)
(-6.28%)
(86.51%)
(10.94%)
(-0.09%) (-5.40%)
(-1.60%)
(-87.27%)
(-6.03%)
(96.39%)
(8.99%)
(-1.94%)
(-1.94%)
(--5.73%)
(73.92%)
(12.85%)
(20.63%)
(2.72%)
EXISTING GROUND PROPOSED GROUND
PROPOSED GROUND
EXISTING GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
1.9%
2.2%
3.1%
3.4%
4.0%
2.3%
IRR
6' BIKE LANE
STORM DRAIN
SEE SHEET
#####
EXISTING DRIVE
26' TRAVEL LANE
15+00
15+50
16+00
16+50
17+00
17+50
18+00
8' SIDEWALK
12' TURN LANE
RELOCATE LIGHT
PROPOSED STRIPPING (TYP.)
PROPOSED 30" VERTICAL
CURB AND GUTTER
EXISTING STRIPPING (TYP.)
TURN LANE
STRIPPING (TYP.)
BIKE LANE
STRIPPING (TYP.)
SAWCUT LINE
SAWCUT LINE
Sheet
Of 11 Sheets
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:\Projects\1229-001\Dwg\Strt\1229-001_STRT.dwg LAYOUT NAME: C4.03 DATE: Sep 26, 2016 - 12:35pm CAD OPERATOR: cody
LIST OF XREFS: [NES-xborder] [1229-001 Streets] [1229-001_STRT_LEG] [1229-001_xSITE] [1229-001_xEXST] [1229-001_xPutil]
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
E NGINEER ING
N O R T H E RN
9.27.16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C4.03
CROSS SECTIONS
EAST HARMONY ROAD FLOWLINE
CROSS SECTIONS
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
ST
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
9
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+50
5018
5020
5024
5028
5032
5018
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+00
5018
5020
5024
5028
5032
5018
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+50
5018
5020
5024
5028
5032
5018
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+00
5018
5020
5024
5028
5032
5018
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
FLOW
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+50
5018
5020
5024
5028
5032
5018
5020
5024
5028
5032
-60 -40 -20 0 20 40 60
5029.2
5029.21
5028.9
5028.32
5026.9
5027.97
5023.9
5027.62
5025.1
5027.27
5025.3
5026.92
5022.9
5026.47
5025.6
5025.62
5022.7
5025.96
R.O.W R.O.W R.O.W
R.O.W
R.O.W
R.O.W R.O.W
R.O.W R.O.W
(-3.82%)
(-92.90%)
(-2.42%) (2.22%)
(-14.90%) (10.68%)
(-7.41%)
(-4.12%)
(-4.71%)
(-7.31%)
(-2.00%)
(-8.80%)
(-3.47%)
(1.07%)
(-1.67%)
(-52.02%)
(-1.59%)
(-3.21%)
(-1.02%)
(-1.30%)
(-31.77%)
(-28.55%) (-0.63%)
(-4.28%)
(-1.59%)
(-55.00%)
(10.43%)
(-12.34%)
(-20.00%)
(-5.55%)
(-3.11%)
(-1.38%)
(-14.29%)
(-43.87%)
(-7.70%)
(-2.74%)
(-4.17%)
(-1.47%)
(108.74%)
(-6.95%)
(-2.20%)
(-14.47%)
(-3.73%)
(-2.93%)
PROPOSED GROUND
EXISTING GROUND
EXISTING GROUND
PROPOSED GROUND
PARAPET WALL
EXISTING GROUND PROPOSED GROUND
EXISTING GROUND PROPOSED GROUND
EXISTING GROUND PROPOSED GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
1.9%
2.4%
2.9%
2.8%
2.8%
2.7%
2.9%
2.6%
2.3%
VAULT
F.O.
VAULT
ELEC
G
G
G
LOD
S89° 29' 13.31"E
50.000
EAST HARMONY ROAD
(PUBLIC R.O.W. VARIES)
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
12' TRAVEL LANE
6' BIKE LANE
12' TRAVEL LANE
6' BIKE LANE
BUS STOP PAD
SAWCUT LINE SAWCUT LINE
SAWCUT LINE
Sheet
Of 11 Sheets
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:\Projects\1229-001\Dwg\Strt\1229-001_STRT.dwg LAYOUT NAME: C4.02 DATE: Sep 26, 2016 - 12:35pm CAD OPERATOR: cody
LIST OF XREFS: [NES-xborder] [1229-001 Streets] [1229-001_STRT_LEG] [1229-001_xSITE] [1229-001_xEXST] [1229-001_xPutil]
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
E NGINEER ING
N O R T H E RN
9.27.16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C4.02
CROSS SECTIONS
EAST HARMONY ROAD FLOWLINE
CROSS SECTIONS
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
ST
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
8
SEE SHEET C4.01
0.50%
0.80%
PROPOSED GRADE
EXISTING GROUND
HALF OF A 6-LANE ARTERIAL
EAST HARMONY ROAD
Sheet
Of 11 Sheets
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:\Projects\1229-001\Dwg\Strt\1229-001_STRT.dwg LAYOUT NAME: C4.01 DATE: Sep 26, 2016 - 12:35pm CAD OPERATOR: cody
LIST OF XREFS: [NES-xborder] [1229-001 Streets] [1229-001_STRT_LEG] [1229-001_xSITE] [1229-001_xEXST] [1229-001_xPutil]
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
E NGINEER ING
N O R T H E RN
9.27.16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C4.01
PLAN AND PROFILE
EAST HARMONY ROAD FLOWLINE
EAST HARMONY FLOWLINE
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
ST
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
7
SOUTH FLOWLINE
HARMONY ROAD
SCALE : 1" = 20' (H) 1" = 2' (V)
SEE SHEET C4.00
SEE SHEET C4.00
TYPICAL CROSS SECTION
PVI ELEV = 5026.92
PVI STA = 13+52.30
PVI ELEV = 5026.45
-0.50%
-0.70%
-0.90%
PVI STA = 10+00.00
PVI ELEV = 5029.02
PVI STA = 12+99.77
PVI ELEV = 5026.92
PVI STA = 13+52.30
PVI ELEV = 5026.45
(0.45%)
HALF OF A 6-LANE ARTERIAL
EAST HARMONY ROAD
Sheet
Of 11 Sheets
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:\Projects\1229-001\Dwg\Strt\1229-001_STRT.dwg LAYOUT NAME: C4.00 DATE: Sep 26, 2016 - 12:34pm CAD OPERATOR: cody
LIST OF XREFS: [NES-xborder] [1229-001 Streets] [1229-001_STRT_LEG] [1229-001_xSITE] [1229-001_xEXST] [1229-001_xPutil]
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
E NGINEER ING
N O R T H E RN
9.27.16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C4.00
PLAN AND PROFILE
EAST HARMONY ROAD FLOWLINE
EAST HARMONY FLOWLINE
SOUTH FLOWLINE
HARMONY ROAD
SCALE : 1" = 20' (H) 1" = 2' (V)
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
ST
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
6
SEE SHEET C4.01
TYPICAL CROSS SECTION
SEE SHEET C4.01
T
T T
T
T T T T T
T T
T
T T
T
T T
T
T
W
W
W
W W W
W
W
W
W
W
W W
W W W W W W W
T
T
T
T T
T T T
T T
T
T
T
T T T T
T T T T T T
T
T
T
T T T T
T
T
T
T
T
T
T T
T
T T
T
T
T
T
T
FO
FO
FO FO
FO
FO
FO FO
FO FO
FO
FO FO
FO FO FO FO FO FO FO FO
G
G
SS
SS
SS
/ /
/ /
/
/
/
/
/
/
/ / /
/
/ /
/
/ /
/ /
/
/
/ /
/
/
/
/
/
/ /
/
/
/
/ /
/
/ /
/ /
/
/ / / /
/
/
/
/ /
/
/
/
/
/
/ /
/
/
/
/ / /
/ / /
/ / / /
/ / /
/ /
/ / / /
/ /
/ / / / /
/
/
/
/
/ /
/
/
/
/
/
/ /
/
/
/
/
/
/ /
/
/
/
/
/
/
/
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/
/ /
/ /
/
/
/ /
/
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/ /
/
/ / / /
/
/
/ / / /
/
/ / / /
/ /
/
/
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/
/ /
/
/
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/
/
/
/ /
/
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/
/
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/
/
/
/
/ / /
/
/ / /
/
/ / / /
/
/ / / /
/
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H
Y
D
MAIL CREEK FLOODWAY
EROSION BUFFER ZONE
PER CITY OF FORT COLLINS
CITY FLOOD RISK MAP
50' DRAINAGE
EASEMENT
15' UTILITY
EASEMENT
FORT COLLINS SUPPORTIVE
HOUSING SUBDIVISION
LOT 26
FAIRWAY ESTATES
LOT 25
FAIRWAY ESTATES
FAIRWAY ESTATES
LOT 26
FAIRWAY ESTATES 3RD
EAST HARMONY ROAD
(PUBLIC R.O.W. VARIES)
FAIRWAY ESTATES
3-RISERS
HANDICAP
RAMPS
4 RISERS 4 RISERS
18" VERTICAL
CURB & GUTTER
18" VERTICAL
CURB & GUTTER
18" VERTICAL
CURB & GUTTER
RETAINING WALL
(BY OTHERS)
GARAGE
STAIRS
(SEE ARCH.)
STAIRS
(SEE ARCH.)
18" VERTICAL
CURB & GUTTER INLET
INLET
INLET
INLET
RISERS
6' TALL METAL
PICKET FENCE
EXTENSION OF UNDERGROUND
10'x30' CONCRETE BOX CULVERT
CITY FLOODPLAIN
RETAINING WALL
(BY OTHERS)
RETAINING WALL/PARAPET WALL
(BY OTHERS)
10'' DRAINAGE
EASEMENT
10'' DRAINAGE
EASEMENT
EXPOSED BACK OF CURB
23.91
23.02
22.74
22.78
22.84
18.01
17.40
17.26
17.24
17.24
17.39
17.50
TOF
17.50
TOF
17.21
17.18
17.18
17.24
17.54
17.90
17.62
17.53
17.51
16.48
16.93
16.98
15.90
15.63
15.21
18.59
19.04 19.33
20.67
20.59
20.47
19.75
19.82
19.84
19.85
19.97
19.97
19.99
20.06
20.42
20.48
20.91
21.90
22.69
(22.54)
(23.77)
19.86
BOC
17.50
BOC
19.12
BOC
19.19
BOC
18.93
<edit>
24.37
TOF
20.52
TOF
29.50
TOF
19.12
TOF
18.67
TOF
18.84
TOF
18.22
17.00
16.27
TOF
15.93
TOF
16.17
<edit>
18.31
TOF
17.19
18.39
TOF
19.19
TOF
21.82
TOF
24.74
TOF
26.90
TOF
28.98
TOF
27.84
TOF
27.84
TOF
27.66
TOF
23.60
TOF
23.50
TOF
21.66
20.43
17.97
18.44
18.74
16.68
16.44
16.30
23.78
23.72
23.78
22.71
22.77
21.71
21.56
19.08
19.02
18.30
17.06
15.11
16.88
18.10
17.95
17.41
28.26
28.50
TOW
28.45
28.59
28.65
28.81
28.43
27.58
27.79
28.72
26.92
26.77
27.17
26.56
26.96
25.60
25.77
24.71
25.54
25.15
25.36
25.50
25.53
25.67
25.16
25.16
23.13
23.17
22.99
23.08
19.01
8.50
TOW
8.45
BOW
13.25
BOW
16.75
TOW
16.75
TOW
12.45
BOW
12.19
BOW
17.25
TOW
11.12
BOW
17.90
TOW
15.95
TOW
15.45
BOW
14.86
TOW
14.67
BOW
11.00
TOW
3.99
BOW
12.00
TOW
5.61
BOW
7.14
BOW
11.65
TOW
13.00
TOW
8.84
BOW
8.73
TOW
8.67
BOW
16.85
TOW
15.02
BOW
20.50
TOW
14.49
BOW
17.10
BOW
22.00
TOW
17.67
BOW
23.20
TOW
17.74
BOW
23.50
TOW
23.72
TOW
23.22
BOW
22.99
BOW
23.29
TOW
28.75
TOW
23.15
BOW
18.16
BOW
27.65
TOW
23.08
BOW
21.22
BOW
28.74
TOW
28.74
TOW
21.06
BOW
3:1
4:1
4:1
4:1
3:1
5:1
3:1
3:1
4:1
3:1
6:1
4:1
4:1
4:1
4:1
4:1
4:1
8:1
6:1
24:1
5:1
15:1
4.6%
1.0%
0.7%
4.9%
4.3%
4.9%
1.2%
1.3%
3.3%
3.3%
5.3%
4.9%
4.8%
5.5%
18.81
BOC
18.71
BOC
18.46
BOC
17.50
BOC
20.44
BOC
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
RIP RAP
RIP RAP
RISERS RISERS
RISERS
RISERS RISERS
14:1
19:1
21:1
15:1
16:1
16:1
12:1
9:1
23:1
18:1
16:1
16:1
16:1
9:1
9:1
14:1
"RIGHT LANE
MUST TURN"
SIGN
"RIGHT LANE
MUST TURN"
SIGN
"RIGHT LANE
MUST TURN"
SIGN
"NO PARKING
FIRE LANE"
SIGN
BUS STOP
27.85
27.45
26.67
26.83
30' EMERGENCY ACCESS
AND DRAINAGE EASEMENT
30' EMERGENCY ACCESS
AND DRAINAGE EASEMENT
FFE=29.50
FFE=29.50
FFE=17.50
(2.8:1)
(2.8:1)
(9.5:1)
(2.9:1)
(3.6:1)
(6.1:1)
(2.7:1)
(5.1:1)
(5.2:1)
(3.2:1)
(3.3:1)
(6.4:1)
(7.0:1)
(5.7:1)
(2.9:1)
(9.2:1)
(8.7:1)
(3.0:1)
(2.1:1)
(6.6:1)
(1.2:1)
(2.2:1)
(2.1:1)
(3.8:1)
(1.9:1)
(1.9:1)
(4.0:1)
(2.3:1)
(3.2:1)
T
T
FO
G
(29.57)
(29.36)
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
NOTES:
(47.45)
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL PROJECT ELEVATIONS ARE ON THE VERTICAL DATUM NAVD 88. SEE
COVER SHEET FOR BENCHMARK REFERENCES.
4. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL STRUCTURAL
WALLS, RETAINING WALLS, LANDSCAPE WALLS, ETC.
5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES
WITHIN THE BUFFER ZONE.
6. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A
NATIVE LANDSCAPE. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE
BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE.
LOD
PROPOSED VERTICAL
CURB & GUTTER
PROPOSED STORM INLET
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED SWALE
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PEDESTRIAN ACCESS RAMPS
APPROXIMATE LIMITS OF DEVELOPMENT
SIDEWALK CHASE
FIELD SURVEY BY:
Northern Engineering Services, Inc
NE Project No. 1229-001
Date: October 30, 2015
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
Sheet
Of 11 Sheets
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:\Projects\1229-001\Dwg\Grad\1229-001_GRAD.dwg LAYOUT NAME: C3.00 DATE: Sep 26, 2016 - 12:34pm CAD OPERATOR: cody
LIST OF XREFS: [1229-001_xTOPO] [1229-001_xEXST] [1229-001_xSITE] [NES-xborder] [1229-001_xPutil] [1229-001_xGRAD]
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
E NGINEER ING
N O R T H E RN
9.27.16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C3.00
GRADING PLAN
5
17.50
PROPOSED SPOT ELEVATION BACK OF CURB
BOC
17.50
PROPOSED SPOT ELEVATION TOP OF FOUNDATION
TOF
17.90
PROPOSED SPOT ELEVATION TOP OF WALL
TOW
7.14
PROPOSED SPOT ELEVATION BOTTOM OF WALL
BOW
17.50
PROPOSED SLOPES
TOP OF BANK
SEE BELOW
SEE ABOVE
T
T
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T T T T
T
T T T T
T
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T
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T T T T T
T
T T T T
T
T T
T
W
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W
W
W
W
W
W
W
W
W
W
W W
W W W W W
T
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T T
T T T
T
T
T
T
T
T T T T T T T T T T
T
T
T
T
T T
T T T T
T
T
T
T
T
T T
T
T T
T
T T
FO
FO
FO
FO
FO
FO
FO FO
FO FO FO
FO
FO
FO FO
FO FO
FO FO FO FO
G
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H
Y
D
FORT COLLINS SUPPORTIVE
HOUSING SUBDIVISION
LOT 26
FAIRWAY ESTATES
FAIRWAY ESTATES
LOT 26
FAIRWAY ESTATES 3RD
EAST HARMONY ROAD
(PUBLIC R.O.W. VARIES)
FAIRWAY ESTATES
EXISTING SAN MH
RIM=5019.78
INV IN=5013.27 (W)
INV OUT=5013.07 (E)
ELECTRIC TRANSFORMER
ELECTRIC METER
PROPOSED ELECTRIC VAULT
PROPOSED FIRE HYDRANT 1" METER
W/ CURB STOP
CONNECT TO EXISTING
WATERLINE W/ 1"
EXISTING TELEPHONE LINE
EXISTING TELEPHONE LINE
EXISTING TELEPHONE LINE
EXISTING UNDERGROUND
FIBER OPTIC
RELOCATED FIRE HYDRANT
ELECTRIC METER
ELECTRIC TRANSFROMER
SANITARY SERVICE
CLEANOUT
ELECTRIC SERVICE (TYP.) GAS SERVICE (TYP.)
GAS METER
GAS METER
EXISTING TELEPHONE LINE
EXISTING GAS
EXISTING 12" WATER LINE
EXISTING 18" RCP
TOP= 5023.34
EXISTING 18" RCP
TOP= 5023.67
1" DOMESTIC
WATER SERICE
45° BEND W/ TB
N: 107738.40
E: 195468.38
12" X 6" SWIVEL TEE
1 - 6" GV (S)
2 - 12" GV (W,E)
N: 107809.79
E: 195264.59
MAIL CREEK FLOODWAY
EROSION BUFFER ZONE
PER CITY OF FORT COLLINS
CITY FLOOD RISK MAP
EXISTING STORM
CULVERT
30' EMERGENCY
ACCESS EASEMENT
12" X 6" SWIVEL TEE
1 - 6" GV (S)
2 - 12" GV (W,E)
N: 107805.09
E: 195469.71
48 MC-4500
STORMTECH CHAMBERS
ISOLATOR ROW
6" DOMESTIC
FIRE SERVICE
EXISTING FIRE HYDRANT
CAP EXISTING 18" RCP
15' UTILITY EASEMENT
50' DRAINAGE
EASEMENT
PROPOSED CONCRETE CULVERT
6" ROOF LEADER AT 2.00%
6" ROOF LEADER AT 2.00%
6" ROOF LEADER AT 2.00%
6" ROOF LEADER AT 2.00%
20.98 LF
6" PVC
ISOLATOR ROW
118 MC-4500
STORMTECH CHAMBERS
CITY FLOODPLAIN
TOP OF BANK
TOP OF BANK
TOP OF BANK
ABANDON EXISTING
24" PIPE
1.10' WATER LINE LOWERING
10' DRAINAGE
EASEMENT
FURTHER COORDINATION
WITH CITY AND UTILITY PROVIDERS
TO DETERMINE PLACEMENT
10' DRAINAGE
EASEMENT
RIP-RAP
RIP-RAP
PROPOSED
PARAPET
WALL
30' DRAINAGE AND
ACCESS EASEMENT
50' LARIMER COUNTY CANAL
No. 2 IRRIGATION COMPANY
EASEMENT
15' UTILITY EASEMENT
DRAINAGE AND EMERGENCY
ACCESS EASEMENT
MH E1.0
INV. IN=5020.59 (NW)
INV. OUT=5020.59 (S)
FG=5025.46
INLET E1.0
INV. OUT=5021.53 (SE)
FG=5025.42
MH E2.0
INV. IN=5014.67 (N)
INV. OUT=5014.67 (W)
FG=5023.17
MH E3.0
INV. IN=5010.66 (E)
INV. IN=5010.65 (W)
INV. OUT=5010.66 (S)
FG=5021.21
BEGIN VAULT E2
INV. IN=5010.42 (N)
INV. OUT=5010.41 (S)
FG=5020.94
MH E3.1
INV. IN=5010.65 (S)
INV. OUT=5010.65 (E)
FG=5019.46
END VAULT E5
INV. IN=5010.65 (W)
INV. OUT=5010.65 (E)
BEGIN VAULT E5 FG=5018.87
INV. IN=5011.19 (S)
INV. OUT=5010.80 (E)
FG=5016.25
INLET E3.0
INV. OUT=5012.35 (N)
FG=5015.37
END VAULT E2
INV. IN=5010.22 (N)
INV. OUT=5010.22 (S)
FG=5019.94
EAST MONITORING WELL
INV. IN=5010.11 (N)
INV. OUT=5010.11 (SE)
FG=5019.85
EAST FLOW CONTROL MANHOLE
INV. IN=5010.06 (N)
INV. IN=5010.06 (NW)
INV. OUT=5010.06 (SW)
FG=5016.56
EAST FES
INV. IN=5009.87 (NE)
FG=5009.68
19.73 LF 15" HDPE @ 1.00%
19.40 LF 15" HDPE @ 0.79%
62.26 LF 15" HDPE @ 6.44%
169.18 LF 15" HDPE @ 3.50%
48.49 LF 15" HDPE @ 1.94%
21.59 LF 4" PVC @ 0.20%
58.79 LF 4" PERFORATED PVC @ 0.20%
51.59 LF 4" PERFORATED PVC @ 0.20%
70.73 LF 4" PERFROATED PVC @ 0.20%
38.52 LF 15" HDPE @ 0.00%
8.97 LF 15" HDPE @ 0.00%
8.92 LF 15" HDPE @ 0.00%
23.11 LF 15" HDPE @ 5.00%
BEGIN VAULT W1
INV. OUT=5012.46 (S)
FG=5027.14
WEST MONITORING WELL
INV. IN=5012.30 (N)
INV. OUT=5012.30 (SE)
FG=5024.30
END VAULT W1
INV. IN=5012.33 (N)
INV. OUT=5012.34 (S)
FG=5024.25
MH W1.0
INV. IN=5012.28 (N)
INV. IN=5012.28 (E)
INV. IN=5012.28 (NW)
INV. OUT=5012.28 (S)
FG=5024.00
MH W1.1
INV. IN=5012.30 (S)
INV. OUT=5012.30 (W)
FG=5023.94
INLET W1.0
INV. OUT=5012.62 (N)
FG=5023.68
WEST FES
INV. IN=5011.78 (N)
FG=5011.67
36.52 LF 15" HDPE @ 1.38%
5.28 LF 15" HDPE @ 6.00%
7.57 LF 4" PVC @ 0.20%
64.28 LF 4" PERFORATED PVC @ 0.23%
INLET E2.0
INV. OUT=5011.05 (NE)
FG=5016.64
16.73 LF 15" HDPE @ 5.00%
64.40 LF 60" HDPE @ 0.20% (TYP.)
96.60 LF 60" HDPE @ 0.20%
30' EMERGENCY ACCESS
EASEMENT
Sheet
Of 11 Sheets
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:\Projects\1229-001\Dwg\Util\1229-001_UTIL.dwg LAYOUT NAME: C2.00 DATE: Sep 26, 2016 - 12:33pm CAD OPERATOR: cody
LIST OF XREFS: [1229-001_xSITE] [1229-001_xEXST] [NES-xborder] [1229-001_UTIL_LEG] [1229-001_xPutil]
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
E NGINEER ING
N O R T H E RN
9.27.16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
PROPOSED FIRE SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
FDC
PROPOSED LIGHT POLE
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
H
Y
D
PROPOSED LOTLINE
EASEMENT LINE
W
CONTROL
IRR
W
S
O
E
G
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED CURB STOP & METER PIT
W
PROPOSED RESIDENTIAL WATER SERVICE
(SEE UTILITY DETAIL SHEETS)
PROPOSED ELECTRIC TRANSFORMER
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 & 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. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
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 STORM SEWER IS TO BE OWNED AND MAINTAINED BY PROPERTY MANAGER.
11. 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.
12. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS
WITH ARCHITECT AND UTILITY PROVIDERS.
13. CONTRACTOR TO COORDINATE FINAL LOCATION OF IRRIGATION SHUT-OFF VALVE
AND BACKFLOW DEVICE WITH LANDSCAPE ARCHITECT AND SPRINKLER
CONTRACTOR.
14. CONTRACTOR TO COORDINATE SITE LIGHTING (LANDSCAPE) TO ENSURE NO
CONFLICTS WITH OTHER UTILITIES.
15. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE BUFFER ZONE.
16. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES
AND THE NATURAL FEATURES INTO THE FUTURE.
F
APPROXIMATE LIMITS OF DEVELOPMENT LOD
TOP OF BANK
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
GRAPHIC SCALE:
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C2.00
UTILITY PLAN
#
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H
Y
D
20' WIDE FORT COLLINS -
LOVELAND WATER
DISTRICT EASEMENT
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EROSION BUFFER ZONE
PER CITY OF FORT COLLINS
CITY FLOOD RISK MAP
LOT 26
FAIRWAY ESTATES
FAIRWAY ESTATES
LOT 26
FAIRWAY ESTATES 3RD
EAST HARMONY ROAD
(PUBLIC R.O.W. VARIES)
FAIRWAY ESTATES
FORT COLLINS SUPPORTIVE
HOUSING SUBDIVISION
CITY FLOODPLAIN
/
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PRESERVE & PROTECT
EXISTING CONCRETE BOX
CULVERT OUTLET AND
DRAINAGE STRUCTURE
PRESERVE AND PROTECT
EXISTING RIPRAP CHANNEL
PRESERVE & PROTECT
EXISTING TREES
EDGE OF SCRUB TREES. CLEAR & GRUB VEGETATION AS
NECESSARY WHILE PRESERVING SLOPE PER GRADING,
EROSION CONTROL, AND LANDSCAPING PLANS.
PRESERVE & PROTECT
EXISTING TREES
PRESERVE & PROTECT
EXISTING TREES
REMOVE TREE
REMOVE TREE
REMOVE TREE
REMOVE TREE
REMOVE TREE
REMOVE TREE
REMOVE TREE
PRESERVE &
PROTECT TREE
PRESERVE &
PROTECT TREE
PRESERVE &
PROTECT TREE
PRESERVE &
PROTECT TREE
PRESERVE &
PROTECT TREE
PRESERVE &
PROTECT TREE
PRESERVE &
PROTECT SIGN
PRESERVE &
PROTECT SIGN
PRESERVE &
PROTECT SIGN
REMOVE SIGN
REMOVE CURB & GUTTER
PRESERVE & PROTECT
CONCRETE WALL
PRESERVE & PROTECT
STEEL STRUCTURE
PRESERVE &
PROTECT SIGN
EXISTING SANITARY
SEWER MH
RIM: 5019.78
INV. IN: 5013.27 (W)
INV. OUT: 5013.07 (E)
EXISTING SANITARY SEWER
MH
RIM: 5015.26
INV. IN: 5009.51 (8" PVC - E)
INV. IN: 5009.59 (8" PVC - N)
INV. OUT: 5009.49 (8" PVC - S)
REMOVE FENCE
RELOCATE PHONE PEDESTAL
(SEE UTILITY PLANS)
REMOVE TREE
RELOCATE ELECTRIC
VAULT (SEE UTILITY PLANS)
EXISTING CURB
AND GUTTER
TO BE REMOVED
EXISTING 18" RCP
TOP= 5023.67
TO BE CAPPED
EXISTING 18" RCP
TOP= 5023.34
TO BE CAPPED
REMOVE
40.42 LF 24"
RCP @ 0.32%
REMOVE WALL
EXISTING CURB
AND GUTTER
TO BE REMOVED
EXISTING IRRIGATION DITCH
TO BE REMOVED
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
TO BE RELOCATED
EXISTING UNDERGROUND
TELEPHONE LINE EXISTING FIBER OPITC
EXISTING PHONE PEDESTAL
DRY UTILITY VAULT
RELOCATIONS TO BE COORDINATED
WITH CITY AND UTILITY PROVIDER
TOP OF BANK
TOP OF BANK
TOP OF BANK
± 6530 SQ. FT
ASPHALT REMOVAL
EXISTING IRRIGATION
CONTROL TO REMAIN
BASIS OF BEARING:
(M) S89°56'52"E (R) N89°52'E
(M) S89°56'52"E 634.75'
(R) N89°52'E 635.03'
(M) S00°04'28"W 419.86'
(R) N00°08'19"W
(M) N54°53'34"W 331.94'
(R) S55°06'25"E
(M) N82°16'40"W 312.59'
(R) S82°27'47"E
(M) N01°01'40"E 266.17'
(R) N00°51'W
UTILITY EASEMENT
(M) S36°16'28"W
97.48'
(R) N36°05'20"E
EX. 12" WATER
EX. 12" WATER
MAIL CREEK FLOODWAY
LARIMER COUNTY DITCH #2
SAW CUT
SAW CUT
30' EMERGENCY ACCESS
EASEMENT
VAULT
F.O.
VAULT
ELEC
H
Y
D
T
T
T
T
T
FO
G
G
± 1000 SQ. FT.
ASPHALT REMOVAL
± 136.77' LF
OF CURB AND GUTTER REMOVAL
EXISTING FH
TO BE RELOCATED
RELOCATION OF DRY UTILITIES
TO BE COORDINATED WITH THE CITY
AND UTILITY PROVIDERS
EXISTING STRIPING
TO BE REMOVED
SAW CUT
EAST HARMONY ROAD
(PUBLIC ROW VARIES)
115 EAST HARMONY ROAD
E
LEGEND:
G
T
FIELD SURVEY BY:
NOTES:
SS
W
X
VAULT
ELEC
CONTROL
IRR
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
C1.00
& DEMOLITION PLAN
EXISTING CONDITIONS
Sheet
Of 11 Sheets
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:\Projects\1229-001\Dwg\Exist\1229-001_ECON.dwg LAYOUT NAME: C1.00 DATE: Sep 26, 2016 - 12:33pm CAD OPERATOR: cody
LIST OF XREFS: [1229-001_xTOPO] [1229-001_xADJ] [NES-xborder] [1229-001_xEXST] [1229-001_xSITE]
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
E NGINEER ING
N O R T H E RN
9.27.16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
ORIGINAL FIELD SURVEY
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 1229-001
DATE: OCTOBER 30, 2015
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.
5. 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.
7. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
8. 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.
9. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. CONCRETE SHALL BE REMOVED FROM JOINT TO JOINT.
10. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO,
SIDEWALKS, PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR
TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT
OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.
11. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ITEMS.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
13. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
14. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
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SEE DETAIL 1
(THIS SHEET)
1
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's absence. However, the City of Fort Collins reserves the right not to accept the
improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench
work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not
correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement
section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final
soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a
minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur
until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter
flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must
certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be
noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction.
For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be
stubbed to the property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional
criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as
established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any
tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and
security. Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The
the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way.
The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins
Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor
moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the
Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing
traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by Larimer County.
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 Y402
Found 235.9' south of the center of Palmer drive, 105' east of the centerline of the northbound lanes of US Highway 287, west of a brick
sign in a 5-inch logo cap.
Elevation=5018.96
City of Fort Collins benchmark 4-08
On the south side of Harmony Rd. at the northwest corner of 625 East Harmony Rd. (Front Range Baptist Church) on the north wall of a
concrete irrigation drop structure.
Elevation=5017.14
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 - 3.20'.
Basis of Bearings
Basis of Bearings is the North line of the Northwest Quarter of Section 1, Township 6 North, Range 69 West of the 6th P.M. as bearing
South 89°56'52" East (assumed bearing).
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.
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 Brick Stone Apartments dated June 29, 2016 by Northern Engineering
Services, Inc., 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 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 box and tracer
wire test lid per City Water Detail 25.
Sheet
Of 11 Sheets
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:\Projects\1229-001\Dwg\1229-001_COVR.dwg LAYOUT NAME: C0.01 DATE: Sep 26, 2016 - 12:32pm CAD OPERATOR: cody
LIST OF XREFS: [NES-xborder] [Ripley Design]
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
E NGINEER ING
N O R T H E RN
9.27.16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C0.01
CONSTRUCTION NOTES
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R
E. HARMONY RD.
S. COLLEGE AVE. (US 287)
SEPTEMBER 2016 CONTACT INFORMATION
PROJECT TEAM:
Northern Engineering Services, Inc.
Nick Haws, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Eric Smith, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
ENGINEER ING
N O R T H E RN
ENGINEER ING
N O R T H E RN
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT
LOCATION
VICINITY MAP
NORTH
SITE ENGINEER
SURVEYOR
PROJECT DATUM: NAVD88
City of Fort Collins benchmark Y402
Found 235.9' south of the center of Palmer drive, 105' east of the centerline of the northbound
lanes of US Highway 287, west of a brick sign in a 5-inch logo cap.
Elevation=5018.96
City of Fort Collins benchmark 4-08
On the south side of Harmony Rd. at the northwest corner of 625 East Harmony Rd. (Front Range
Baptist Church) on the north wall of a concrete irrigation drop structure.
Elevation=5017.14
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 - 3.20'.
Basis of Bearings
Basis of Bearings is the North line of the Northwest Quarter of Section 1, Township 6 North,
Range 69 West of the 6th P.M. as bearing South 89°56'52" East (assumed bearing).
Northern Engineering Services, Inc
NE Project No. 1229-001
Date: October 30, 2015
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
SHEET INDEX
COVER SHEET
C3.00 GRADING PLAN
GENERAL & CONSTRUCTION NOTES
C0.00
C0.01
EXISTING CONDITIONS &
DEMOLITION PLAN
C1.00
PRELIMINARY UTILITY PLANS FOR
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 1, TOWNSHIP 6 NORTH, RANGE 69 WEST
OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
BRICK STONE APARTMENTS ON HARMONY
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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-- Justin Fields (970) 224-6150
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----------- Wes Lamarque (970) 416-2418
Ben Massimino ##### UTILITY PLAN
SEEC Enterprises
P.O. Box 680513
Park City, UT 84068
PLANNER/
LANDSCAPE ARCHITECT
DEVELOPER/APPLICANT
Ripley Design, Inc.
419 Canyon Ave. Suite 200
Fort Collins, CO 80521
(970) 224-5828
C4.00 EAST HARMONY ROAD PLAN AND PROFILE
C4.01 EAST HARMONY ROAD PLAN AND PROFILE
Sheet
Of 11 Sheets
BRICK STONE APARTMENTS ON HARMONY
DRAWING FILENAME: D:\Projects\1229-001\Dwg\1229-001_COVR.dwg LAYOUT NAME: C0.00 DATE: Sep 26, 2016 - 12:32pm CAD OPERATOR: cody
LIST OF XREFS: [NES-xborder] [Ripley Design]
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
E NGINEER ING
N O R T H E RN
9.27.16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
C0.00
COVER SHEET
■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
Eric L. Bracke, P.E., P.T.O.E.
ELB Engineering, LLC
5401 Taylor Lane
Fort Collins, CO 80528
(970) 988-7551
TRAFFIC ENGINEER
C5.00 HISTORIC DRAINAGE EXHIBIT
C5.01 DRAINAGE EXHIBIT
1
C4.02 EAST HARMONY ROAD CROSS SECTIONS
C4.03 EAST HARMONY ROAD CROSS SECTIONS