HomeMy WebLinkAboutWEST PLUM HOUSING - PDP - PDP160029 - PLANS - UTILITY PLANS40' FL - FL
20' FL - CROWN 20' FL - CROWN
\A1;20' FL - CROWN
PROPOSED PLUM STREET
(66' ROW)
PROPOSED
BUILDING
12' TRAVEL
LANE
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
EXISTING ±57.5' ROW
NORTH RIGHT-OF-WAY
12' TRAVEL
LANE
8' BIKE/
PARKING
8' BIKE/
PARKING
ADD'L
±8.5'
ROW
PROPOSED ±66' ROW
SOUTH RIGHT-OF-WAY
9' UTIL &
ACCESS
ESMT
EXISTING
BUILDING
4'
MIN.
EXISTING ±43' FL - FL
± 21.5' FL - CROWN ± 21.5' FL - CROWN
\A1;%%P 21.5' FL - CROWN
PROPOSED CITY PARK AVE
(ROW VARIES)
PROPOSED
BUILDING
EXISTING 30" VERTICAL
CURB & GUTTER
PROPOSED ROW (WIDTH VARIES)
EAST RIGHT-OF-WAY
9' UTIL &
ACCESS
ESMT
7' WALK
(5' WITHIN ROW)
8' PARKWAY
EXISTING WALK
(6' WITHIN ROW)
EXISTING 7' PARKWAY
6' WALK
(4.5' WITHIN ROW)
8' PARKWAY
WEST RIGHT-OF-WAY
EXISTING 4' WALK
(ATTACHED)
No. Revisions:
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
G
S
S
D D
T
M
LID
WV
H
Y
D
H
Y
D
WV
WV
E
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
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
T T T T T T T
G G G G G G G
G G G G G
T T T T T T
CTV CTV CTV CTV
OHU OHU
OHU OHU
OHU
OHU OHU
9' UTILITY EASEMENT
9' UTILITY EASEMENT
5' UTILITY EASEMENT
UTILITY EASEMENT
DS2 DS2
DS2
DS2
DS2
DS3 DS3
T
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
X
X X
X X
X
X
X
X X
X
X
X X
X
VAULT
ELEC
T FO
T
FO
ELEC
VAULT
ELEC
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
X
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
VAULT
ELEC FO
S
S
D D
T
WV
H
Y
D
H
Y
D
WV
WV
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
X
X X
X X
X
X
X
X X
X
X
X X
X
T T T T T T T
G G G G G G G
T T T T T T
CTV CTV CTV CTV
ST ST ST ST ST ST
ST ST ST ST ST
ST
SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS
SS SS
W
W W W W W W
W
W
W
V
AULT
ELEC
S
T FO
T
FO
ELEC
VAULT
ELEC W
W
D
ST
/ / / / / / / /
D D
T
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
X
X X
X X
X
X
X
X X
X
X
X X
X
T T T T T T T
T T T T T T
ST ST ST ST ST ST
ST ST ST ST ST
ST
VAULT
ELEC
T FO
T
FO
ELEC
VAULT
ELEC
D
ST
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
X
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
VAULT
ELEC FO
VAULT
D D
T
X
X X
X X
X
X
X
X X
X
X
X X
X
T T T T T T T
T T T T T T
ST ST ST ST ST ST
ST ST ST ST ST
VAULT
ELEC
T FO
T
FO
ELEC
VAULT
ELEC
D
ST
X
X
X
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
VAULT
ELEC FO
VAULT
ELEC
T FO
E
X
X
X
X
X
X
TF
1
0.76
9' UTILITY EASEMENT
PROPOSED CONCRETE
COLLAR & CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CONCRETE PAN
PROPOSED 1'
SIDEWALK CHASE PROPOSED 1'
SIDEWALK CHASE
PROPOSED 1'
SIDEWALK CHASE
9' UTILITY EASEMENT
5' UTILITY EASEMENT
UTILITY EASEMENT
THE LOFTS AT CAMPUS WEST
TOWN SQUARE
CONDOMINIUMS
CITY PARK CONDOMINIUMS
(BOOK 1291, PAGE 862)
THE DISTRICT AT CAMPUS WEST
(REC. NO. 20130032356)
5' UTILITY EASEMENT
PROPOSED
STORM DRAIN
DETENTION VAULT
3
0.13
3
2
0.36
2
1
4
0.03
4
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
C600
DRAINAGE EXHIBIT
A. Reese
B. Ruch
1"=20'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 26, 2016
PROJECT:
1252-001
Sheet
of 7 Sheets
WEST PLUM HOUSING
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
10/26/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
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 WEST PLUM HOUSING,
DATED OCTOBER 19, 2016 FOR ADDITIONAL INFORMATION.
BASIN
DESIGNATION
AREA BASIN (AC)
BENCHMARK
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
C
0.60 ac
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 19-97
AT THE SOUTHEAST CORNER OF WEST ELIZABETH AND SHIELDS ST., ON A CONCRETE
TRAFFIC SIGNAL BASE.
ELEV.=5025.74
CITY OF FORT COLLINS BENCHMARK 3-08
SOUTHWEST CORNER OF MULBERRY ST. AND SHIELDS ST. ON A CONCRETE TRAFFIC
SIGNAL BASE.
ELEV.=5030.29
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 SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION
15, AS BEARING SOUTH 89°04'20" EAST.
DEVELOPED RUNOFF SUMMARY TABLE
BASIN
ID
TOTAL
AREA
(acres)
C2 C10 C100 2-yr Tc
(min)
10-yr Tc
(min)
100-yr Tc
(min)
Q2
(cfs)
Q10
(cfs)
Q100
(cfs)
1 0.76 0.95 0.95 1.00 6.8 6.8 5.7 1.87 3.20 7.35
2 0.36 0.63 0.63 0.79 12.0 12.0 11.4 0.48 0.82 2.14
3 0.13 0.15 0.15 0.19 8.4 8.4 7.9 0.05 0.08 0.21
4 0.03 0.15 0.15 0.19 5.6 5.6 5.2 0.01 0.02 0.06
ELEC
T FO
E
X
X
X
X
X
X
TF
9' UTILITY EASEMENT
5' UTILITY EASEMENT
UTILITY EASEMENT
5' UTILITY EASEMENT
PROPOSED CONCRETE
COLLAR & CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CONCRETE PAN
PROPOSED 1'
SIDEWALK CHASE PROPOSED 1'
SIDEWALK CHASE
PROPOSED 1'
SIDEWALK CHASE
9' UTILITY EASEMENT
THE LOFTS AT CAMPUS WEST
TOWN SQUARE
CONDOMINIUMS
CITY PARK CONDOMINIUMS
(BOOK 1291, PAGE 862)
THE DISTRICT AT CAMPUS WEST
(REC. NO. 20130032356)
PROPOSED
STORM DRAIN
DETENTION VAULT
FFE=41.25
FFE=39.60
FFE=41.25
POOL=41.19
FFE=
40.21
FFE=40.47
40.59
40.59
40.85
38.22
38.22
37.06
36.75
36.75
36.22
36.01
35.05
35.82
35.22
36.02
35.77
36.58
36.73
37.04
36.89
36.22
35.58
34.97
36.25
36.33
37.43
36.41
37.25
38.16
38.43
38.75
37.97
38.07
38.44
38.75
39.25
38.48
38.93
38.97
38.58
39.00
39.11
39.75
39.74
40.01
40.89
38.22
40.56
36.83
40.56
38.60
38.31
38.70
(40.01)
40.10
40.35
40.54
40.65
41.05
41.11
41.15
41.15
41.09
40.73
39.50
40.76
41.09
39.03
39.09
39.09
40.48
40.47
40.36
40.70
39.40
36.91
36.99
37.27
37.18
41.20
41.19
41.05
41.05
41.11
41.25
41.25
40.47
40.48
39.44
39.06
40.12
40.44
39.28
39.12
38.97
40.42
40.42
39.87
39.35
39.31
38.79
38.83
38.30
38.26
38.00
38.14
36.27
36.08
36.13
(35.09)
(35.61)
(35.77)
40.32
(40.58)
(40.61)
40.48
0.6%
0.6%
0.6%
(39.02)
PROPOSED 6'
SIDEWALK
PROPOSED 7'
SIDEWALK
44' -
40' -
38.46
38.40
5' CURB
TRANSITION
40.85
(36.80)
(35.62)
(36.00)
(40.93)
TIE TO EXISTING
SIDEWALK
R20' R15' R15'
36.81
36.30
40.71
40.60
TIE TO EXISTING
SIDEWALK
8-RISERS 7-RISERS
3-RISERS 4-RISERS 5-RISERS
2-RISERS
39.03
39.11
40.68
40.77
41.25
41.25
41.06
40.07
41.25
41.25
39.87
39.36
39.23
38.86
41.25
41.25
38.73
41.25
41.25
37.16
37.12
41.16
41.25
39.52
39.60
40.68
40.68
40.62
40.60
40.35
41.06
41.16
41.25
(40.89)
(40.44)
(40.15)
7.2%
9.2%
4.9%
7:1
4:1
6:1
21:1
12:1
40.58
6.0%
4.3%
3.4%
3.6%
2.6%
5.0%
41.08
41.08
40.47
12.0%
9' UTILITY EASEMENT
40.59
40.25
39.75
39.95
40.09
39.49
39.45
39.25
40.25
39.03
36.69
36.65
37.25
36.98
37.06
37.17
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.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
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
C400
GRADING PLAN
A. Reese
B. Ruch
1"=20'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 26, 2016
PROJECT:
1252-001
Sheet
of 7 Sheets
WEST PLUM HOUSING
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
10/26/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
/ / / / / / / /
/ / / / / / / /
FO
X
X
X
G
G G G
FO FO FO
VAULT
ELEC
S
S
H
Y
D
WV
WV
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
VAULT
ELEC FO
VAULT
ELEC
T FO
E
X
X
X
X
X
X
CTV
CTV
CTV
CTV CTV
FO FO FO
FO FO
FO
FO FO
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
FO FO FO
FO FO FO
FO FO FO FO
FO FO FO
W W W W
W W
W W
W W W W
W
W W W
W
W W
G
G
G G G
G
G G G
G
G G G
G
G G
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
S
6" W
SS SS
S
W
S
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
DS2 DS2
DS2
DS2
DS2
F F F F F
E E E
E
E E
E E E
E
E
E E E E
F F F
F
DS3 DS3
F
W
F F
W
S
F
TF
9' UTILITY EASEMENT 9' UTILITY EASEMENT
5' UTILITY EASEMENT
UTILITY EASEMENT
5' UTILITY EASEMENT
EXISTING 8"
WATER LINE EXISTING 12" PVC
SANITARY SEWER
EXISTING FH
EXISTING FH
CONNECT TO EXISTING 8" WATER MAIN
8"x6" TAPPING SADDLE w/ 6" GV (S)
CUT IN MANHOLE CONNECT TO
EXISTING 12" SANITARY SEWER
PROPOSED 6"
FIRE SERVICE
PROPOSED 4"
WATER SERVICE
PROPOSED CONCRETE
COLLAR & CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CONCRETE PAN
PROPOSED 1'
SIDEWALK CHASE PROPOSED 1'
SIDEWALK CHASE
PROPOSED 1'
SIDEWALK CHASE
THE LOFTS AT CAMPUS WEST
TOWN SQUARE
CONDOMINIUMS
CITY PARK CONDOMINIUMS
(BOOK 1291, PAGE 862)
THE DISTRICT AT CAMPUS WEST
(REC. NO. 20130032356)
PROPOSED
STORM DRAIN
DETENTION VAULT
PROPOSED ELECTRIC
TRANSFORMER
UTILITY EASEMENT
CONNECT TO EXISTING 8" WATER MAIN
8"x4" TAPPING SADDLE w/ 4" GV (S)
PROPOSED
WATER METER
EXISTING FH
PROPOSED 8"
SANITARY SEWER SERVICE
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
C300
UTILITY PLAN
A. Reese
B. Ruch
1"=20'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 26, 2016
PROJECT:
1252-001
Sheet
of 7 Sheets
WEST PLUM HOUSING
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
10/26/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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 C-900 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
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING LOTLINE
W
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED ELECTRIC TRANSFORMER
PROPOSED ELECTRIC E
EXISTING PAVEMENT TO BE REMOVED
PROPOSED FIRE DEPARTMENT CONNECTION FDC
TF
PROPOSED FIRE SERVICE F
EXISTING ELECTRIC E
VAULT
ELEC
T FO
E
X
X
X
X
X
X
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 6'
SIDEWALK
PROPOSED 7'
SIDEWALK
PROPOSED 30"
VERITCAL CURB & GUTTER
THE LOFTS AT CAMPUS WEST
TOWN SQUARE
CONDOMINIUMS
CITY PARK CONDOMINIUMS
(BOOK 1291, PAGE 862)
THE DISTRICT AT CAMPUS WEST
(REC. NO. 20130032356)
EXISTING 30"
VERTICAL CURB & GUTTER
PROPOSED
CONCRETE DRIVEWAY
TIE TO EXISTING
SIDEWALK
EXISTING PAVEMENT
MARKINGS (TYP.)
PROPOSED 2'
CONCRETE PAN
TIE TO EXISTING
CURB & GUTTER
TIE TO EXISTING
CURB & GUTTER
PROPOSED
ACCESS RAMPS
PROPOSED 1'
SIDEWALK CHASE PROPOSED 1'
SIDEWALK CHASE
PROPOSED 1'
SIDEWALK CHASE
5' UTILITY EASEMENT
44' -
40' -
\A1;40' {\fISOCPEUR|b0|i0|c186|p34;}-{\fISOCPEUR|b0|i0|c186|p34;}
PROPOSED
SAWCUT LINE
DETENTION VAULT
UTILITY EASEMENT
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"=20'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 26, 2016
PROJECT:
1252-001
Sheet
of 7 Sheets
WEST PLUM HOUSING
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
10/26/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
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. 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.
5. 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.
6. 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
PROPOSED EDGE OF PAVEMENT
ASPHALT PATCH
PRIVATE CONCRETE FLATWORK
OHU
OHU
ST ST ST ST ST ST
ST ST ST ST ST
ST
SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS
SS SS
W
W W W W W W
W
W
W
V
AULT
ELEC
S
T FO
T
FO
ELEC
VAULT
ELEC W
W
D
ST
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
FO
X
X X
X
X
X
X
X
X
X
X
X
X
X
G
G G G
FO FO FO
W
W
W
VAULT
ELEC
S
S
VAULT
CABLE
H
Y
D
WV
WV
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
VAULT
ELEC FO
G
G G
W
E
E
G
E
VAULT
ELEC
T FO
E
E
E
CABLE
W
S
O
T T T T
T T
E E
E
X
X
X
E E
CTV
CTV
OHU
OHU OHU
OHU
CTV
X
X
X X
X
E
E
E
T
X
CTV
CTV
CTV
CTV CTV
FO FO FO
FO FO
FO
FO FO
E E
E E E
E E E
E
X X
X
X
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
FO FO FO
FO FO FO
FO FO FO FO
FO FO FO
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 G
G G
G
G
G G
G
G
G G G
G
G G G
G
G G G
G
G G
G
G
G
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
S
6" W
SS SS
S
W
S
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
DS2 DS2
DS2
DS2
DS2
F F F F F
E E E
E
E E
E E E
E
E
E E E E
F F F
F
DS3 DS3
F
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / /
/ / / / / / / / / / / / / / / / / / / / / /
/ / / / / /
/ / / / / / / / / / / / / / / / /
/ / /
/ / / / / /
/ / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / /
/
/ / / /
/
/
/ / / / / / / / / / / / / / / / / / / / /
/ / / / / /
/ /
/ / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / /
/ / / / / /
/ /
/ / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / /
/ /
/
/ / / / / /
/
/ /
/
/ / / / / /
/
/ /
/
/ / / / / /
/
/ /
/
/
/ /
/
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / /
/ / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / /
/ / / / / / / / /
/ / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / /
/ / / / /
THE LOFTS AT CAMPUS WEST
TOWN SQUARE
CONDOMINIUMS
CITY PARK CONDOMINIUMS
(BOOK 1291, PAGE 862)
THE DISTRICT AT CAMPUS WEST
(REC. NO. 20130032356)
/
/
/
/
/
/
/
/
/ / /
/ / /
EXISTING 8"
WATER LINE EXISTING 12" PVC
SANITARY SEWER
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING TREE
TO BE REMOVED (TYP.)
EXISTING TREE
TO BE REMOVED (TYP.)
EXISTING GAS LINE
TO BE REMOVED EXISTING GAS LINE
TO BE REMOVED
EXISTING GAS LINE
TO BE REMOVED
EXISTING GAS LINE
TO BE REMOVED
EXISTING UTILITIES
TO BE REMOVED
EXISTING UTILITIES
TO BE REMOVED EXISTING UTILITIES
TO BE REMOVED
EXISTING UTILITIES
TO BE REMOVED
EXISTING UTILITIES
TO BE REMOVED
EXISTING GRAVEL DRIVE
TO BE REMOVED
EXISTING
GRAVEL DRIVE
TO BE REMOVED
EXISTING
GRAVEL DRIVE
TO BE REMOVED
EXISTING
GRAVEL DRIVE
TO BE REMOVED
EXISTING
GRAVEL DRIVE
TO BE REMOVED
EXISTING
GRAVEL DRIVE
TO BE REMOVED
EXISTING CURB
AND GUTTER
EXISTING 4' SIDEWALK
TO BE REMOVED
EXISTING 4' SIDEWALK
TO BE REMOVED
PROPOSED
SAWCUT LINE
PROPOSED
SAWCUT LINE
EXISTING CURB & GUTTER
TO BE REMOVED
PAVEMENT
REMOVAL AREA
EXISTING TREE
TO BE REMAIN
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING
WATER SPIGOT
TO BE REMOVED
±40' -
44' -
EXISTING FENCE
TO BE REMOVED
EXISTING FH
EXISTING FH
EXISTING CABLE VAULT
TO BE RELOCATED
EXISTING FH
EXISTING LIGHT
TO BE RELOCATED
/ / / / / /
/ / /
/ / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/ / / / / /
/ / / / / / / / /
/ / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / /
/ / / / / / / / / / /
/ / / / / /
/
/ / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / /
/ /
/ / /
EXISTING WATER
SERVICE TO BE
ABANDONED AT MAIN
EXISTING WATER
SERVICE TO BE
ABANDONED AT MAIN
EXISTING WATER
SERVICE TO BE
ABANDONED AT MAIN
EXISTING WATER
SERVICE TO BE
ABANDONED AT MAIN
EXISTING EDGE
OF ASPHALT
EXISTING EDGE
OF ASPHALT
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'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 26, 2016
PROJECT:
1252-001
Sheet
of 7 Sheets
WEST PLUM HOUSING
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
10/26/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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:
SUBSURFACE EXPLORATION BY:
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. 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.
8. CONTRACTOR SHALL COORDINATE WITH FORT COLLINS UTILITY FIELD OPERATIONS
DEPARTMENT AT (970) 221-6700 FOR WATER AND SEWER SERVICE ABANDONMENT.
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
NORTHERN ENGINEERING
PROJECT NO. 1252-001
DATE: JUNE 2016
TERRACON CONSULTANTS, INC.
GEOTECHNICAL ENGINEERING REPORT
PLUM STREET PROJECT
1303 AND 1307 WEST PLUM STREET
FORT COLLINS, COLORADO
TERRACON PROJECT NO. 20165035
DATE: MAY 19, 2016
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 West Plum Housing, dated October 19, 2016 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 th e construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic
sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by 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 19-97
At the Southeast corner of West Elizabeth and Shields St., on a concrete traffic signal base.
ELEV.=5025.74
City of Fort Collins Benchmark 3-08
Southwest corner of Mulberry St. and Shields St. on a concrete traffic signal base.
ELEV.=5030.29
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 South line of the Northeast Quarter of Section 15, as bearing South 89°04'20" East.
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like
kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the
issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large
patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,
including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows:
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed 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 West Plum Housing.
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 West Plum Housing, dated October 19, 2016 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.
C002
GENERAL & CONSTRUCTION NOTES
A. Reese
B. Ruch
NTS
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 26, 2016
PROJECT:
1252-001
Sheet
of 7 Sheets
WEST PLUM HOUSING
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
10/26/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Oct. 26, 2016
PROJECT:
1252-001
Sheet
of 7 Sheets
WEST PLUM HOUSING
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
10/26/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
OCTOBER 2016
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"=1500'
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 19-97
At the Southeast corner of West Elizabeth and Shields St., on a concrete traffic signal base.
ELEV.= 5025.74
City of Fort Collins Benchmark 3-08
Southwest corner of Mulberry St. and Shields St. on a concrete traffic signal base.
ELEV.= 5030.29
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 South line of the Northeast Quarter of Section 15, as bearing South
89°04'20" East.
Northern Engineering
Project No. 1252-001
Date: June 2016
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
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
OWNER/APPLICANT
PROJECT TEAM:
SITE ENGINEER
Northern Engineering Services, Inc.
Nick Haws, PE, LEED AP
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SURVEYOR
ARCHITECT
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----------------------------- Pat Kreager (970) 225-7840
ELECTRIC-------- City of Fort Collins Light & Power-- Luke Unruh (970) 416-2724
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
LANDSCAPE ARCHITECT
GEOTECH
PROJECT
LOCATION
WEST PLUM HOUSING
Humphreys & Partners Architects, L.P.
Yaohua Yu
5339 Alpha Road, Suite 300
Dallas, Texas 75240
(972) 701-9636
Ripley Design, Inc.
Stephanie Van Dyken, PLA, APA
419 Canyon Avenue, Suite 200
Fort Collins, Colorado 80513
(970) 224-5828
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
Terracon Consultants, Inc.
Kurt A. Stauder, P.G.
1901 Sharp Point Drive, Suite C
Fort Collins, CO 80525
(970) 484-0359
C001
COVER SHEET
A. Reese
B. Ruch
NTS
C001 COVER SHEET
Terracon Consultants, Inc.
Geotechnical Engineering Report
Plum Street Project
1303 and 1307 West Plum Street
Fort Collins, Colorado
Terracon Project No. 20165035
Date: May 19, 2016
SUBSURFACE EXPLORATION BY:
C002 GENERAL & CONSTRUCTION NOTES
S. SHIELDS ST.
W. MULBERRY ST.
W. ELIZABETH ST.
CSU
W. PLUM ST.
W. LAUREL ST.
CITY PARK AVE.
■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
C100 EXISTING CONDITIONS & DEMOLITION PLAN
C200 PAVING PLAN
C300 UTILITY PLAN
C400 GRADING PLAN
C500 (RESERVED FOR DETAILS)
Plum Owner Ft Collins CO LLC
999 South Shady Grove Road, Suite 600
Memphis, TN 38120
(901) 259-2500
C600 DRAINAGE EXHIBIT
TYPICAL SECTION