HomeMy WebLinkAboutPSD PROSPECT SCHOOL SITE SITE PLAN ADVISORY REVIEW - SPA190002 - SUBMITTAL DOCUMENTS - ROUND 1 - STREET RELATED DOCUMENTPROSPECT RD.
INTERSTATE 25
MULBERRY ST.
S COUNTY RD 5
52' FL-EOP w/ DETACHED SIDEWALK ON NORTH SIDE
PROSPECT ROAD - INTERIM SECTION
(2-LANE ARTERIAL)
15' UTIL
ESMT
8'
WALK
8'
PKWY
6' BIKE LANE
w/ 3' BUFFER
11' TRAVEL LANE
12' MEDIAN/
TURN LANE
52' ROADWAY (FL-EOP)
98' RIGHT-OF-WAY (MIN.)
8' BIKE LANE
12' TRAVEL LANE
57.5' SECTION LINE
TO PROPOSED ROW
40' SECTION LINE
TO EX. ROW
83' EOP-EOP w/ DETACHED SIDEWALK
PROSPECT ROAD - ULTIMATE SECTION
(4-LANE ARTERIAL)
15' UTIL
ESMT
8'
WALK
8'
PKWY
19' CENTER
MEDIAN
8' BIKE LANE
12' TRAVEL LANE
12' TRAVEL LANE
12' TRAVEL LANE
12' TRAVEL LANE
8' BIKE LANE
83' ROADWAY (FL-FL)
10'
PKWY
6'
WALK
15' UTIL
ESMT
115' RIGHT-OF-WAY
52' EOP-EOP w/ DETACHED SIDEWALK
MAIN STREET ULTIMATE SECTION
(RURAL 2 - LANE ARTERIAL)
16'
TURN / MEDIAN
140' ROW
52' EOP-EOP
13' TRAVEL LANE
5' BIKE LANE
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer
County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort
Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins
Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to
commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer
hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and
demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of
the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be
located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be
the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any
utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer
to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all
parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of
Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,
whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the PRELIMNARY DRAINAGE REPORT FOR PSD MIDDLE SCHOOL HIGH SCHOOL #2 DATED OCTOBER 9, 2019 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.
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
C003
UTILITY NOTES
3
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
F. EAST LARIMER COUNTY WATER DISTRICT
GENERAL NOTES FOR CONSTRUCTION
Version: 10/10/2017
The following information is condensed from the current "Standard Construction Specifications for Water Mains" (Specification) as
adopted by the East Larimer County Water District (‘ELCO’ or ‘District’) and is to be considered as such. In the event of any
conflict the full District Specification document shall take precedence over these general notes.
1. Standards and Specifications: Construction shall be per the District Specifications in effect at the start of construction.
Material or equipment shall be manufactured per the most recent version of applicable industry standards
2. Locates: Contractor shall coordinate field locates of all existing utilities prior to commencement of any construction and as
required notify all affected utility companies prior to commencing construction. Cost of repairs to any other utility damaged
during District waterline installation shall be the responsibility of the Contractor.
3. Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private
property through which the work is done and shall be fully responsible for all costs associated with damage to any and all
other public and private property.
4. Safety: Contractor shall comply with any and all requirements and regulations as set forth by City, County, State and Federal
agencies having applicable authority.
5. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature
height of over 3 feet (3-ft) shall be placed within ten feet (10-ft) of any District waterline or appurtenance (distribution main,
service line, fire hydrant, meter, etc.). Bushes or shrubs with a mature height of less than 3-ft shall be placed a minimum 4-ft
from any District waterline or appurtenance. The District shall have the right to remove any landscaping that violates this
standard, at any time such landscaping is discovered, and shall not be required to replace the removed landscaping.
6. Design Approval and Construction Start: No construction shall begin without prior design approval from ELCO. District shall
be notified 48 hours in advance of starting construction or testing to allow for scheduling.
7. Permits: Contractor is responsible for obtaining all County road permits which may be required. For any permitting where
the District must apply for a permit the Contractor shall coordinate, cover the cost and schedule the permit acquisition with
the District.
8. Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision
shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field
revision approved and installed shall also be accurately documented on the Contrctor’s As-Built drawings.
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
CTV
CTV
CTV
CTV
CTV
CTV
X X X
CTV
CTV
CTV
CTV
CTV
CTV
CTV
OHU
CTV CTV
CTV
CTV
X X
CTV CTV
CTV CTV
CTV CTV
X X
CTV
CTV
CTV
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
SS SS
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SS
X
OHU OHU OHU OHU OHU OHU OHU OHU OHU
OHU OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU
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G G
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
SS
OHU OHU OHU
B M
C
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GAS
C
WV
B M
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
SS
SS
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B M
WV WV
W
S
O
VAULT
F.O.
VAULT
VAULT CABLE
F.O. C
VAULT
F.O.
F.O.
CABLE
CABLE
TELE CABLE
CABLE TELE
W
M
M
M
M
M
GAS
F.O. F.O.
VAULT
CABLE
F.O.
F.O.
SS
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
G
G
G G G
G
G G
G
G G G G
G G G G G G G G G G
CTV
CTV
CTV CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV CTV CTV
CTV
X
X
X
CTV
CTV
CTV CTV
CTV
CTV CTV
CTV CTV
CTV CTV
X X
CTV
CTV
CTV CTV
CTV CTV CTV
SS SS
SS
SS SS SS
SS SS SS SS SS SS SS SS
OHU
OHU
S
S
H2O
H2O
H2O
H2O H2O
H2O
WV
WV
W
S
C
M
CABLE C
CTV
CTV
CTV
CTV
CTV
CTV CTV
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
X X X
CTV CTV CTV
CTV CTV CTV
CTV CTV
CTV
CTV
CTV
CTV CTV
SS SS SS SS SS
SS
SS SS SS
SS
SS
SS
SS
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SS SS
SS
OHU
OHU
OHU
OHU
OHU OHU OHU OHU OHU
OHU
OHU
OHU
OHU OHU OHU
S S
S S
MM
C W
M
CABLE
CABLE
CABLE
CABLE
CABLE
VAULT
CABLE CABLE M
CABLE C
WV
MH
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
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
X X X X
X
CTV
X
SS
SS SS SS SS SS SS SS
SS SS
SS SS SS SS
SS SS
OHU OHU OHU OHU
OHU
OHU
OHU
OHU
OHU OHU OHU
OHU
OHU
OHU
OHU OHU
OHU
S S
S
C
C
GAS
C
C
WV
WV
C C
WV
SS
SS SS
SS
WV WV
W
S
O
VAULT
F.O.
VAULT
VAULT CABLE
F.O. C
CABLE
CABLE
CABLE TELE
W
GAS
VAULT
CABLE
X
X X
X X
X X
X
OHU
C C
C
M
CABLE C
M
CC
E
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
TROXELL BARBARA Y
4417 E PROSPECT RD
CONNECT TO EXISTING
STA.=8+67.25
OFFSET=-10.638
BEGIN TAPER
STA.=8+67.25
OFFSET=-13.488
END TAPER
STA.=9+99.99
OFFSET=-19.668
CONNECT TO EXISTING
BEGIN TAPER
STA.=9+99.98
OFFSET=13.601
END TAPER
STA.=11+79.99
OFFSET=10.467
WHITE ERIC S.
CW SUBTRUST
1100 SE FRONTAGE RD
JIRON JACKLYN E
GRAY VAL/DELORES K 4525 E PROSPECT RD
4517 E PROSPECT RD
ALVAREZ ALBERTO
4509 E PROSPECT RD
PROSPECT ROAD
POUDRE SCHOOL
DISTRICT
87.5' ROW
4905
4910
4915
4920
4925
4930
4905
4910
4915
4920
4925
4930
14+50 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+50
4918.04
4918.04
4917.52
4917.05
4917.21
4917.76
4918.31
4918.84
4918.89
4918.38
4917.92
4918.11
4918.13
4918.11
4917.93
4917.79
4917.65
4917.38
4917.24
4917.12
4917.02
4917.03
4917.10
4917.34
4917.48
4917.62
4917.89
4918.03
4918.17
4918.44
4918.58
4918.72
4918.92
4918.96
4918.95
4918.79
4918.66
4918.52
4918.24
-0.55%
0.55%
-0.55%
0.55%
150.0' VC
HP ELEV = 4918.13
HP STA = 15+50.81
PVI STA = 15+50.81
4905
4910
4915
4920
4925
4930
4905
4910
4915
4920
4925
4930
24+50 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+50
4917.83
4917.38
4917.57
4918.12
4918.67
4919.17
4919.07
4918.53
4917.98
4917.43
4917.97
4917.69
4917.56
4917.44
4917.36
4917.38
4917.45
4917.71
4917.85
4917.98
4918.26
4918.40
4918.53
4918.81
4918.95
4919.08
4919.21
4919.21
4919.17
4918.94
4918.80
4918.67
4918.39
4918.25
4918.12
4917.84
4917.70
4917.57
4917.29
-0.55%
0.55%
-0.55%
150.0' VC
HP ELEV = 4919.22
HP STA = 30+36.99
PVI STA = 30+36.99
PVI ELEV = 4919.42
4905
4910
4915
4920
4925
4930
4905
4910
4915
4920
4925
4930
34+50 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 44+50
4916.97
4917.15
4917.70
4918.25
4918.80
4919.35
4919.69
4919.33
4918.84
4918.49
4917.04
4916.95
4916.97
4917.04
4917.29
4917.42
4917.56
4917.84
4917.97
4918.11
4918.39
4918.52
4918.66
4918.94
4919.07
4919.21
4919.49
4919.60
4919.67
4919.66
4919.59
4919.47
4919.20
4919.06
4918.92
4918.75
4918.66
4918.57
4918.40
0.55%
-0.55%
-0.35%
PVI STA = 42+73.29
PVI ELEV = 4918.93
150.0' VC
HP ELEV = 4919.69
HP STA = 40+98.52
4905
4910
4915
4920
4925
4930
4905
4910
4915
4920
4925
4930
44+50 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00
4918.14
4917.79
4917.43
4918.22
4918.05
4917.96
4917.87
4917.70
4917.61
4917.52
4917.35
4917.26
-0.35%
PVI STA = 47+56.45
PVI ELEV = 4917.24
-0.50%
0.50%
PVI STA = 52+65.41
PVI ELEV = 4918.04
135.0' VC
LOW PT ELEV = 4916.18
LOW PT STA = 48+57.91
PVI STA = 48+57.91
PVI ELEV = 4916.01
BVCS: 47+90.41
BVCE: 4916.34
EVCS: 49+25.41
EVCE: 4916.34
A.D. = 1.00
K = 135.00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
FUTURE
GRADE
TIE TO
EXISTING
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
X
X
X X X X X X X
X
X X X
X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
CONNECT TO EXISTING
STA.=10+00.00
OFFSET=12.531
CONNECT TO EXISTING
STA.=9+60.82
OFFSET=-11.740
STA.=10+00.00
OFFSET=-15.628
STA.=14+10.30
OFFSET=-24.174
BEGIN TAPER
STA.=10+00.00
OFFSET=19.575 END TAPER
STA.=14+49.93
OFFSET=25.999
STA.=10+89.92
OFFSET=-17.483
STA.=11+91.68
OFFSET=-19.620
STA.=12+51.56
OFFSET=-20.868
STA.=10+67.92
OFFSET=-17.025
STA.=11+52.74
OFFSET=-18.809
STA.=12+31.56
X
X
X X
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
STA.=15+23.09
OFFSET=-26.000
STA.=15+58.09
OFFSET=-26.000
STA.=16+76.10
OFFSET=26.000
STA.=17+65.19
OFFSET=26.000
STA.=17+83.11
OFFSET=-38.000
BEGIN TAPER
STA.=19+76.23
OFFSET=-38.000 END TAPER
STA.=21+76.23
OFFSET=-26.000
PROPOSED 64'
X X X
X
X
X
X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
X
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
8' SIDEWALK
BEGIN TAPER
STA.=30+42.94
OFFSET=-26.000
PROPOSED
41' ℄
-EOP
120' ROW
EO
EO
EO
EO
EO
ET
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
X
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
CONNECT TO EXISTING
STA.=35+05.15
OFFSET=25.958
DUNN, RICHARD L/CAROL B
5021 KITCHELL WAY
EXISTING
CULVERT
PROPOSED
SAWCUT
MAIN STREET
SERRATOGA
FALLS PARKWAY
KITCHELL WAY
TRACT B
SERRATOGA FALLS 2ND FILING
4915
4920
4925
4930
4935
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
STA.=8+70.99
OFFSET=11'
BEGIN 1
STA.=8+67.25
OFFSET=2'
BEGIN 7 STA.=9+37.26
OFFSET=1'
CONTINUE 7
STA.=9+35.58
OFFSET=14'
BEGIN 1
STA.=11+62.84
OFFSET=2'
CONTINUE 1
STA.=13+62.26
OFFSET=34'
BEGIN 9
END 1
STA.=15+97.26
OFFSET=34'
END 9
STA.=13+62.26
OFFSET=22'
BEGIN 5
END 7 STA.=15+97.26
OFFSET=22'
END 5
A H A
STA.=15+97.26
OFFSET=10'
END 4
STA.=11+62.26
OFFSET=10'
BEGIN 3
CONTINUE 7
STA.=14+09.26
OFFSET=10'
BEGIN 4
END 3
A
A
B
B
H
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
RYAN JEFFREY L/SYBIL A
1601 CARRIAGE RD
STA.=34+64.25
OFFSET=34'
BEGIN 9
END 3
STA.=34+94.25
OFFSET=17'
CONTINUE 5
CONTINUE 3
STA.=37+98.17
OFFSET=14'
CONTINUE 1
STA.=37+98.92
OFFSET=10'
CONTINUE 5
STA.=37+98.92
OFFSET=22'
BEGIN 12
CONTINUE 3
STA.=42+22.49
OFFSET=21'
END 12
STA.=42+10.47
OFFSET=34'
END 9
STA.=37+98.17
OFFSET=2'
BEGIN 3
CONTINUE 5
STA.=39+98.17
OFFSET=10'
END 5
CONTINUE 5
STA.=39+98.92
OFFSET=2'
BEGIN 4
END 3
STA.=42+33.92
OFFSET=10'
END 5
STA.=42+33.92
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
TRACT C
SERRATOGA FALLS 2ND FILING
STA.=12+50.00
OFFSET=5'
BEGIN 3
CONTINUE 7
STA.=10+00.00
OFFSET=11'
BEGIN 1
STA.=10+00.00
OFFSET=15'
BEGIN 1
STA.=14+50.00
OFFSET=21'
CONTINUE 1
STA.=16+85.00
OFFSET=20'
END 1
STA.=16+85.00
OFFSET=8'
END 7
STA.=16+85.00
OFFSET=21'
END 1
LACY KEITH W JR
1601 S COUNTY
ROAD 5
J
X
X
X
X X
X X
X
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
SIGNORELLI JACKLYN C
4529 E PROSPECT RD
JIRON JACKLYN E
4525 E PROSPECT RD
GRAY VAL/DELORES K
4517 E PROSPECT RD
ALVAREZ ALBERTO
4509 E PROSPECT RD
TROXELL BARBARA Y
4417 E PROSPECT RD
PROSPECT ROAD
8
12
11
A A
A
3 H H
7
11' TRAVEL LANE
11' TRAVEL LANE
11' TRAVEL LANE
11' TRAVEL LANE
6' BIKE LANE
6' BIKE LANE
12' LEFT TURN LANE
6' BIKE LANE
11' TRAVEL LANE
6' BIKE LANE
11' TRAVEL LANE
12' TRAVEL LANE
12' TRAVEL LANE
18' RIGHT TURN LANE
11' TRAVEL LANE
12' TRAVEL LANE
12' LEFT TURN LANE
12' TRAVEL LANE
11' TRAVEL LANE
6' BIKE LANE
11 12
ULTIMATE 115' ROW
ULTIMATE 83' FL-FL
SIGNORELLI JACKLYN C
4529 E PROSPECT RD
JIRON JACKLYN E
4525 E PROSPECT RD
GRAY VAL/DELORES K
4517 E PROSPECT RD
ALVAREZ ALBERTO
4509 E PROSPECT RD
TROXELL BARBARA Y
X X X
X
X
X X X
TELE
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
SPLITTGERBER RICHARD P/MEREDITH JEAN
1600 MEADOWAIRE DR
RYAN JEFFREY L/SYBIL A
1601 CARRIAGE RD KNIEVEL JANET A
5001 E PROSPECT RD
LACY KEITH W JR
1601 S COUNTY ROAD 5
PROSPECT ROAD
3
7
H A 8
12
11
3
A
H
A
B H B
B
A
J
J
M
12' LEFT TURN LANE
12' TRAVEL LANE
11' TRAVEL LANE
6' BIKE LANE
12' RIGHT TURN LANE
12' TRAVEL LANE
11' TRAVEL LANE
6' BIKE LANE
8
12
11 7
12' LEFT TURN LANE
12' TRAVEL LANE
12' RIGHT TURN LANE
6' BIKE LANE
12' TRAVEL LANE
11' TRAVEL LANE
6' BIKE LANE
13' TRAVEL LANE
12' RIGHT TURN LANE
TELE
TELE
T
X
X
X
X
X X
X X
X
X X
X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
T
T
T
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
Y ROAD 5
LACY KEITH W JR
1601 S COUNTY
X
X X X
X X
X
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
E
9+00
9+50
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
16+00
16+50
17+00
8' SIDEWALK
10' CROSS PAN
PROPOSED 30"
CURB & GUTTER
PROPOSED EDGE
OF ASPHALT
R30'
R30'
GRAY VAL/DELORES K
4517 E PROSPECT RD
TROXELL BARBARA Y
4417 E PROSPECT RD
SIGNORELLI JACKLYN C
TROXELL BARBARA Y 4529 E PROSPECT RD
4417 E PROSPECT RD
WHITE ERIC S.
CW SUBTRUST
1100 SE FRONTAGE RD
JIRON JACKLYN E
4525 E PROSPECT RD
ALVAREZ ALBERTO
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
17+00
17+50
18+00
18+50
19+00
19+50
20+00
20+50
21+00
21+50
22+00
22+50
23+00
23+50
24+00
24+50
25+00
25+50
26+00
8' SIDEWALK 8' SIDEWALK
PROPOSED 30"
CURB & GUTTER
PROPOSED EDGE
OF ASPHALT
PROSPECT ROAD
R25' R25'
R30'
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD EKBLAD LARRY R/LINDA M
4725 E PROSPECT RD
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
PROSPECT ROAD
POUDRE SCHOOL
DISTRICT
EKBLAD LARRY R/LINDA M
4725 E PROSPECT RD
107.5' ROW
PROPOSED
64' FL-EOP
107.5' ROW
PROPOSED
52' FL-EOP
CENTER
LINE
17+00
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20
-2.20%
-2.20%
X
X
X X X
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
24+50
25+00
25+50
26+00
26+50
27+00
27+50
28+00
28+50
29+00
29+50
30+00
30+50
31+00
31+50
32+00
32+50
33+00
33+50
34+00
8' SIDEWALK
7.5' SIDEWALK
10' CROSS PAN
PROPOSED 30"
CURB & GUTTER
PROPOSED 30"
CURB & GUTTER
PROPOSED EDGE
OF ASPHALT
PROSPECT ROAD
15' UTILITY
EASEMENT
15' UTILITY
EASEMENT
R25'
R25'
EKBLAD LARRY R/LINDA M
4725 E PROSPECT RD
RYAN JEFFREY L/SYBIL A
PROSPECT ROAD
NICHOLS LIVING TRUST 1601 MEADOWAIRE DR
SPLITTGERBER RICHARD P/MEREDITH JEAN
1600 MEADOWAIRE DR
MEADOWAIRE
DRIVE
POUDRE SCHOOL
DISTRICT
POUDRE SCHOOL
DISTRICT
107.5' ROW
PROPOSED
X
X
X X
X X X
X
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
33+00
33+50
34+00
34+50
35+00
35+50
36+00
36+50
37+00
37+50
38+00
38+50
39+00
39+50
40+00
40+50
41+00
41+50
PROPOSED 30"
CURB & GUTTER PROPOSED 30"
CURB & GUTTER
PROPOSED EDGE
PROPOSED EDGE OF ASPHALT
OF ASPHALT
PROSPECT ROAD
8' SIDEWALK 8' SIDEWALK
15' UTILITY
EASEMENT
R25' R25'
CARRIAGE ROAD
RYAN JEFFREY L/SYBIL A
1601 CARRIAGE RD
RICHARD P/MEREDITH JEAN KNIEVEL JANET A
5001 E PROSPECT RD
LACY KEITH W JR
1601 S COUNTY ROAD 5
POUDRE SCHOOL
DISTRICT
PROSPECT ROAD
97.5' ROW
PROPOSED
60' FL-EOP
CENTER
LINE
33+00
4910
4912
X
X X
/ / / / / / / / / / / / / / / / / / / / / / / /
T
TELE
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
40+00
40+50
41+00
41+50
42+00
42+50
43+00
43+50
44+00
44+50
45+00
45+50
46+00
46+50
47+00
47+50
PROPOSED EDGE
OF ASPHALT
PROPOSED EDGE
OF ASPHALT
PROPOSED EDGE
OF ASPHALT
PROPOSED EDGE
OF ASPHALT
PROSPECT ROAD
PROSPECT ROAD
R25'
R25'
R25'
R25'
8' SIDEWALK
PROSPECT ROAD
M
X
X
X
X X X X X X X
X
X X X
X
X
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
16+00
16+50
17+00
17+50
18+00
MAIN STREET
EXISTING 90'
ROW
PROPOSED 52'
EOP-EOP
R25'
R25'
R25' R25'
LACY KEITH W JR
1601 S COUNTY ROAD 5
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
CENTER
LINE
18+00
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-60 -40 -20 0 20 40
CENTER
LINE
18+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
19+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
19+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
20+00
4910
CENTER
LINE
24+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
24+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
25+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
25+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
26+00
4910
CENTER
LINE
30+00
4914
4916
4920
4924
4928
4914
4916
4920
4924
4928
-60 -40 -20 0 20 40
CENTER
LINE
30+50
4914
4916
4920
4924
4928
4914
4916
4920
4924
4928
-60 -40 -20 0 20 40
CENTER
LINE
31+00
4914
4916
4920
4924
4928
4914
4916
4920
4924
4928
-60 -40 -20 0 20 40
CENTER
LINE
31+50
4914
4916
4920
4924
4928
4914
4916
4920
4924
4928
-60 -40 -20 0 20 40
CENTER
LINE
32+00
4914
4916
4920
4924
4928
4914
4916
4920
4924
4928
-60 -40 -20 0 20 40
CENTER
LINE
32+50
4914
4916
4920
4924
4928
4914
4916
4920
4924
4928
-60 -40 -20 0 20 40
CENTER
LINE
33+00
4914
4916
4920
4924
4928
4914
4916
4920
4924
4928
-60 -40 -20 0 20 40
CENTER
LINE
33+50
4914
4916
4920
4924
4928
4914
4916
4920
4924
4928
-60 -40 -20 0 20 40
CENTER
LINE
34+00
4914
4916
4920
4924
4928
4914
4916
4920
4924
4928
-60 -40 -20 0 20 40
CENTER
LINE
34+50
4914
4916
4920
4924
4928
4914
4916
4920
4924
4928
-60 -40 -20 0 20 40
CENTER
LINE
35+00
4914
4916
4920
4924
4928
4914
4916
4920
4924
4928
-60 -40 -20 0 20 40
-2.20%
-2.20%
-2.20%
-2.20%
-2.31%
-2.20%
-2.42%
-2.20%
-2.57%
-2.20%
-2.78%
-2.20%
-2.28%
-2.35%
-2.43%
-2.52%
-2.63%
EXISTING
GROUND
PROPOSED
GROUND
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
X X X X X X X
X
C
ONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
30+50
31+00
31+50
32+00
32+50
33+00
33+50
34+00
34+50
35+00
PROPOSED
26' ℄-EOP
EXISTING
120' ROW
MAIN STREET
SERRATOGA
FALLS PARKWAY
KITCHELL WAY
MAIN STREET
TRACT B
SERRATOGA FALLS 2ND FILING
DUNN, RICHARD L/CAROL B
5021 KITCHELL WAY
COCHRAN, BRAD M/SANDRA J
1225 S COUNTY ROAD 5
TRACT B
SERRATOGA FALLS 2ND FILING
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
C323
ROADWAY CROSS SECTIONS
MAIN STREET
32
C320 C321 C322 C323
NORTH
MAIN STREET
CROSS SECTION PROFILES
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
26+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
27+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
27+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
28+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
29+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
29+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
CENTER
LINE
28+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
EXISTING
GROUND
PROPOSED
GROUND
6" W
X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
23+00
23+50
24+00
24+50
25+00
25+50
26+00
26+50
27+00
27+50
28+00
28+50
29+00
29+50
30+00
30+50
31+00
PROPOSED
52' EOP-EOP
PROPOSED
140' ROW
8' SIDEWALK
R30' R30'
8' SIDEWALK
MAIN STREET
POUDRE SCHOOL DISTRICT
TRACT B
SERRATOGA FALLS 2ND FILING
POUDRE SCHOOL DISTRICT
8' SIDEWALK
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
C322
ROADWAY CROSS SECTIONS
MAIN STREET
31
C320 C321 C322 C323
NORTH
MAIN STREET
CROSS SECTION PROFILES
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
20+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
21+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
21+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
22+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
22+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
23+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
23+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
EXISTING
GROUND
PROPOSED
GROUND
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
17+00
17+50
18+00
18+50
19+00
19+50
20+00
20+50
21+00
21+50
22+00
22+50
23+00
23+50
24+00
24+50
PROPOSED
64' EOP-EOP
PROPOSED
140' ROW
8' SIDEWALK
EXISTING 10' TRAIL
PROPOSED
52' EOP-EOP
PROPOSED
140' ROW
EXISTING 10' TRAIL
8' SIDEWALK
R25'
R25'
R25' R25'
MAIN STREET
TRACT C
SERRATOGA FALLS 2ND FILING
1601 S COUNTY ROAD 5 POUDRE SCHOOL DISTRICT
PROSPECT ROAD
SEE SHEETS C300-C304
PROSPECT ROAD
SEE SHEETS C315-C319
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
C321
ROADWAY CROSS SECTIONS
MAIN STREET
30
C320 C321 C322 C323
NORTH
MAIN STREET
CROSS SECTION PROFILES
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
COOK STANLEY
L/CHRISTINE K
1609 S COUNTY
ROAD 5
REED SANDRA K
1707 ENCHANTMENT DR
LONGMIRE CAROLYN
A/ROBERT C
1617 S COUNTY ROAD 5
LOPP JOHN W/PATRICIA A
1701 S COUNTY ROAD 5
PROSPECT ROAD
SEE SHEETS C300-C304
PROSPECT ROAD
SEE SHEETS C315-C319
CENTER
LINE
10+00
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
CENTER
LINE
10+50
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
CENTER
LINE
11+00
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
CENTER
LINE
11+50
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
CENTER
LINE
12+00
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
CENTER
LINE
12+50
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
CENTER
LINE
13+00
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
CENTER
LINE
13+50
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
CENTER
LINE
14+00
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
CENTER
LINE
14+50
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
CENTER
LINE
15+00
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
CENTER
LINE
15+50
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-40 -20 0 20 40
CENTER
LINE
16+00
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-60 -40 -20 0 20 40
CENTER
LINE
16+50
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-60 -40 -20 0 20 40
CENTER
LINE
17+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20 40
CENTER
LINE
17+50
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-60 -40 -20 0 20 40
-2.98%
-3.58%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
0.56% 0.56%
0.56%
-0.07%
-0.11%
-0.75%
-0.74%
-0.76%
0.54%
0.03% -0.04% -0.10%
-0.13%
EXISTING
GROUND
PROPOSED
GROUND
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
C320
ROADWAY CROSS SECTIONS
MAIN STREET
29
C320 C321 C322 C323
NORTH
MAIN STREET
CROSS SECTION PROFILES
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
LACY KEITH W JR
1601 S COUNTY ROAD 5
TRACT C
SERRATOGA FALLS 2ND FILING
SANDERS, DENNIS L/DONI D
1623 CAREFREE DR
MAIN STREET
SEE SHEETS C320-C323
MAIN STREET
SEE SHEETS C320-C323
118' ROW
CENTER
LINE
41+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
41+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
42+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
42+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-1.52%
-1.94%
-0.15%
-0.-16% 0.-18% 0.20%
-0.21%
-0.23%
CENTER
LINE
43+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-1.57%
-1.67%
CENTER
LINE
43+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.23%
-2.20%
CENTER
LINE
44+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.28%
-2.21%
CENTER
LINE
44+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.33%
-2.22%
CENTER
LINE
45+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.38%
-2.23%
CENTER
LINE
45+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.44%
-2.24%
CENTER
LINE
46+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.49%
-2.26%
CENTER
LINE
46+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.55%
-2.27%
CENTER
LINE
47+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.61%
-2.29%
CENTER
LINE
47+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.67%
-2.31%
EXISTING
GROUND
PROPOSED
GROUND
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
C319
ROADWAY CROSS SECTIONS
PROSPECT ROAD
28
C315 C316 C317 C318
C319
NORTH
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROSPECT ROAD
CROSS SECTION PROFILES
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
33+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
34+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
34+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
35+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
35+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
36+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
36+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
37+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
37+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
38+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
38+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
39+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
39+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
40+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
40+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
EXISTING
GROUND
PROPOSED
GROUND
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
C318
ROADWAY CROSS SECTIONS
PROSPECT ROAD
27
C315 C316 C317 C318
C319
NORTH
RYAN JEFFREY L/SYBIL A
1601 CARRIAGE RD
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROSPECT ROAD
CROSS SECTION PROFILES
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
52' FL-EOP
97.5' ROW
PROPOSED
52' -EOP 97.5' ROW
PROPOSED
64' FL-EOP
CENTER
LINE
25+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
25+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
26+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
26+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
27+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
27+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
28+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
28+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
29+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
29+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
30+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
30+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
31+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
31+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
32+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
32+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
EXISTING
GROUND
PROPOSED
GROUND
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
C317
ROADWAY CROSS SECTIONS
PROSPECT ROAD
26
C315 C316 C317 C318
C319
NORTH
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROSPECT ROAD
CROSS SECTION PROFILES
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
CENTER
LINE
17+50
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
18+00
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
18+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
19+00
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
19+50
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
20+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
20+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
21+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
21+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
22+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
22+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
23+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
23+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
24+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
24+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
EXISTING
GROUND
PROPOSED
GROUND
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
C316
ROADWAY CROSS SECTIONS
PROSPECT ROAD
25
C315 C316 C317 C318
C319
NORTH
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROSPECT ROAD
CROSS SECTION PROFILES
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
4509 E PROSPECT RD
PROSPECT ROAD
MCLAUGHLIN
LANE
POUDRE SCHOOL
DISTRICT
87.5' ROW
PROPOSED
52' FL-EOP
E
CENTER
LINE
9+00
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-60 -40 -20 0 20
-2.83%
-3.93%
CENTER
LINE
9+50
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-60 -40 -20 0 20
-2.52%
-2.95%
CENTER
LINE
10+00
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
10+50
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
11+00
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
11+50
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
12+00
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
12+50
4906
4908
4912
4916
4920
4906
4908
4912
4916
4920
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
13+00
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
13+50
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
14+00
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
14+50
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
15+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
15+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
16+00
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
CENTER
LINE
16+50
4910
4912
4916
4920
4924
4910
4912
4916
4920
4924
-60 -40 -20 0 20
-2.20%
-2.20%
EXISTING
GROUND
PROPOSED
GROUND
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
C315
ROADWAY CROSS SECTIONS
PROSPECT ROAD
24
C315 C316 C317 C318
C319
NORTH
PROSPECT ROAD
CROSS SECTION PROFILES
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
ROAD 5
MAIN STREET
12' LEFT TURN LANE
13' TRAVEL LANE
12' RIGHT TURN LANE
13' TRAVEL LANE
ULTIMATE
140' ROW
ULTIMATE
52' EOP-EOP
A
B H B
A
3
7
8
1
1
4
7
1
J
MAIN STREET
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
COOK STANLEY L/CHRISTINE K
1609 S COUNTY ROAD 5
REED SANDRA K
1707 ENCHANTMENT DR
LONGMIRE CAROLYN A/ROBERT C
1617 S COUNTY ROAD 5
LOPP JOHN W/PATRICIA A
1701 S COUNTY ROAD 5
LEBSOCK BRANDON J/KIMBERLY J
1717 S COUNTY ROAD 5
FORT COLLINS, CO 80524
HILL SANDRA K/ANTHONY O
1739 ENCHANTMENT DR
FORT COLLINS, CO 80525
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
13' TRAVEL LANE MAIN STREET
12' RIGHT TURN LANE
13' LEFT TURN LANE
13' TRAVEL LANE 13' TRAVEL LANE
16' LEFT TURN LANE
13' TRAVEL LANE
140' ROW
52' EOP-EOP
H
A
B
B
A
J
3
7
1
1
3
7
A H
A
1
1
4
TRACT C
SERRATOGA FALLS 2ND FILING
POUDRE SCHOOL
DISTRICT
POUDRE SCHOOL
DISTRICT
PROSPECT ROAD
X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
MAIN STREET
13' TRAVEL LANE
13' TRAVEL LANE
140' ROW
52' EOP-EOP
1
1
7
POUDRE SCHOOL
DISTRICT
ULTIMATE 140' ROW
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
NORTH
C314
SIGNAGE & STRIPING PLAN
MAIN STREET ULTIMATE
23
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
C312 C313
C314
LEGEND:
PROPOSED EDGE OF ASPHALT / / / / / / / /
CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
RIGHT-OF-WAY
NOTES:
LOT LINE
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
10 YELLOW ISLAND CROSS HATCHING
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
L
H
D
C
B
A K
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
11 MEDIAN LINE YELLOW 18" WIDE
50' O.C. 45° ANGLES
10' 30' 10' 30' 10' 12 4" BROKEN WHITE 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
4" WHITE DASHED LINE 3' 3' 3' 3' 3'
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C. ALL SIGNAGE SHALL BE PER TOWN OF TIMNATH AND CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS
OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2)
D. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE
TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE TOWN OF TIMNATH
AND CITY OF FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE
CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS
SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL
FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR
ON TRAFFIC MARKINGS).
O. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, PER LCUASS
DRAWING 1401.
STRIPING LEGEND: STRIPING NOTES:
8" WHITE DASHED LINE 3' 3' 3' 3' 3'
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
30' 10' 30' 10'
EASEMENT
MAIN STREET
MATCH LINE - SEE BOTTOM LEFT
MATCH LINE - SEE TOP RIGHT
MAIN STREET
MATCH LINE - SEE BOTTOM LEFT
MAIN STREET
MATCH LINE - SEE TOP RIGHT
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
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
13' LEFT TURN LANE
13' TRAVEL LANE
ULTIMATE 115' ROW
ULTIMATE 83' FL-FL
RYAN JEFFREY L/SYBIL A
SPLITTGERBER RICHARD P/MEREDITH JEAN 1601 CARRIAGE RD
1600 MEADOWAIRE DR
KNIEVEL JANET A
5001 E PROSPECT RD
LACY KEITH W JR
1601 S COUNTY ROAD 5
POUDRE SCHOOL
DISTRICT
PROSPECT ROAD
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
T
T
SD
SD
G
G G
PH
PH
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
PROSPECT ROAD
H
H
B
A
8
4
8
3
1
7
ULTIMATE 120' ROW
ULTIMATE
52' EOP-EOP
TRACT C
SERRATOGA FALLS 2ND FILING
SANDERS, DENNIS L/DONI D
1623 CAREFREE DR
VAN DYNE, DAVID M/AHN HAE K
1622 CAREFREE DR
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
NORTH
C313
SIGNAGE & STRIPING PLAN
PROSPECT ROAD ULTIMATE
22
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
PROSPECT ROAD
PROSPECT ROAD
C312 C313
C314
C
D
MATCH LINE - SEE MIDDLE LEFT
MATCH LINE - SEE TOP RIGHT
LEGEND:
PROPOSED EDGE OF ASPHALT / / / / / / / /
CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
RIGHT-OF-WAY
NOTES:
LOT LINE
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
10 YELLOW ISLAND CROSS HATCHING
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
L
H
D
C
B
A K
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
11 MEDIAN LINE YELLOW 18" WIDE
50' O.C. 45° ANGLES
10' 30' 10' 30' 10' 12 4" BROKEN WHITE 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
4" WHITE DASHED LINE 3' 3' 3' 3' 3'
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C. ALL SIGNAGE SHALL BE PER TOWN OF TIMNATH AND CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS
OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2)
D. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE
TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE TOWN OF TIMNATH
AND CITY OF FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE
CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS
SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL
FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR
ON TRAFFIC MARKINGS).
O. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, PER LCUASS
DRAWING 1401.
STRIPING LEGEND: STRIPING NOTES:
8" WHITE DASHED LINE 3' 3' 3' 3' 3'
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
30' 10' 30' 10'
EASEMENT
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
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
MATCH LINE - SEE SHEET C312
4417 E PROSPECT RD
WHITE ERIC S.
CW SUBTRUST
1100 SE FRONTAGE RD
POUDRE SCHOOL
DISTRICT
MH
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD EKBLAD LARRY R/LINDA M
4725 E PROSPECT RD
PROSPECT ROAD
8
12
A 3 11
7 3
7
A A
A
H
ULTIMATE 115' ROW
ULTIMATE 83' FL-FL
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
NICHOLS LIVING TRUST 1601 MEADOWAIRE DR
POUDRE SCHOOL
DISTRICT
POUDRE SCHOOL
DISTRICT
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
NORTH
C312
SIGNAGE & STRIPING PLAN
PROSPECT ROAD ULTIMATE
21
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
PROSPECT ROAD
PROSPECT ROAD
C312 C313
C314
MATCH LINE - SEE MIDDLE LEFT
MATCH LINE - SEE TOP RIGHT
MATCH LINE - SEE SHEET C313
LEGEND:
PROPOSED EDGE OF ASPHALT / / / / / / / /
CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
RIGHT-OF-WAY
NOTES:
LOT LINE
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
10 YELLOW ISLAND CROSS HATCHING
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
L
H
D
C
B
A K
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
11 MEDIAN LINE YELLOW 18" WIDE
50' O.C. 45° ANGLES
10' 30' 10' 30' 10' 12 4" BROKEN WHITE 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
4" WHITE DASHED LINE 3' 3' 3' 3' 3'
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C. ALL SIGNAGE SHALL BE PER TOWN OF TIMNATH AND CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS
OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2)
D. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE
TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE TOWN OF TIMNATH
AND CITY OF FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE
CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS
SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL
FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR
ON TRAFFIC MARKINGS).
O. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, PER LCUASS
DRAWING 1401.
STRIPING LEGEND: STRIPING NOTES:
8" WHITE DASHED LINE 3' 3' 3' 3' 3'
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
30' 10' 30' 10'
EASEMENT
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
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
J
STA.=17+71.08
OFFSET=33'
BEGIN 1
STA.=19+76.08
OFFSET=33'
CONTINUE 1
STA.=21+76.08
OFFSET=21'
END 3
CONTINUE 1
STA.=17+71.08
OFFSET=21'
BEGIN 1
STA.=17+71.08
OFFSET=8'
BEGIN 1
STA.=17+71.08
OFFSET=21'
BEGIN 1
STA.=19+76.08
OFFSET=21'
BEGIN 3
END 1
STA.=17+71.08
OFFSET=4'
BEGIN 7
STA.=20+06.08
OFFSET=4'
CONTINUE 7
B
B
H
C
L
STA.=14+50.00
OFFSET=20'
CONTINUE 1
STA.=10+00.00
OFFSET=1'
BEGIN 7
BEGIN 7
STA.=14+50.19
OFFSET=8'
BEGIN 7
END 3
STA.=14+50.00
OFFSET=4'
CONTINUE 7
STA.=14+50.27
OFFSET=7'
CONTINUE 7
A
H D
STA.=16+85.00
OFFSET=7'
END 7
STA.=16+85.00
OFFSET=4'
END 7
STA.=17+71.08
OFFSET=8'
BEGIN 7
STA.=20+06.08
OFFSET=8'
BEGIN 3
END 1 STA.=22+06.44
OFFSET=8'
CONTINUE 7
END 3
H
12' LEFT TURN LANE
13' TRAVEL LANE
13' TRAVEL LANE
A
13' TRAVEL LANE
13' TRAVEL LANE
12' RIGHT TURN LANE
13' LEFT TURN LANE
C
5' BIKE LANE
5' BIKE LANE
5' BIKE LANE
6' BIKE LANE
90'
ROW
52'
EOP-EOP
64'
EOP-EOP 140'
MAIN STREET ROW
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
POUDRE SCHOOL
COOK STANLEY L/CHRISTINE K DISTRICT
1609 S COUNTY ROAD 5
REED SANDRA K
1707 ENCHANTMENT DR
LONGMIRE CAROLYN A/ROBERT C
1617 S COUNTY ROAD 5
LOPP JOHN W/PATRICIA A
1701 S COUNTY ROAD 5
MAIN STREET
PROSPECT ROAD
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
C.O.
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
STA.=24+41.63
OFFSET=8'
BEGIN 3
CONTINUE 7
A
STA.=26+41.63
OFFSET=8'
END 7
CONTINUE 7
STA.=26+41.63
OFFSET=8'
BEGIN 1
END 3
H
A
STA.=28+37.05
OFFSET=21'
END 1
STA.=28+37.05
OFFSET=8'
END 7
STA.=28+37.05
OFFSET=8'
END 1
STA.=28+61.05
OFFSET=8'
BEGIN 7
STA.=30+42.81
OFFSET=21'
CONTINUE 1
STA.=30+42.81
OFFSET=8'
CONTINUE 1
STA.=33+65.63
OFFSET=8'
CONTINUE 7
END 1
STA.=33+65.63
OFFSET=4'
CONTINUE 1
16' LEFT TURN LANE
13' TRAVEL LANE
13' TRAVEL LANE
5' BIKE LANE
5' BIKE LANE
140'
ROW
52'
EOP-EOP
K
J
STA.=28+61.05
OFFSET=8'
BEGIN 1
STA.=28+61.05
OFFSET=21'
BEGIN 1
TRACT B
SERRATOGA FALLS 2ND FILING
POUDRE SCHOOL
DISTRICT
COCHRAN, BRAD
M/SANDRA J
1225 S COUNTY
ROAD 5
MAIN STREET 120'
ROW
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
STA.=37+23.11
OFFSET=4'
END 1
STA.=37+23.11
OFFSET=8'
END 7
STA.=37+23.11
OFFSET=21'
END 1
12' TRAVEL LANE
13' TRAVEL LANE MAIN STREET
DUNN, RICHARD L/CAROL B
5021 KITCHELL WAY
SERRATOGA
FALLS
PARKWAY
KITCHELL
WAY
TRACT B
SERRATOGA FALLS 2ND FILING
EXISTING EDGE
OF ASPHALT
D MAIN STREET
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
NORTH
C311
SIGNAGE & STRIPING PLAN
MAIN STREET
20
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
C309
C311
C310
MATCH LINE - SEE BOTTOM LEFT
MATCH LINE - SEE TOP RIGHT
LEGEND:
PROPOSED EDGE OF ASPHALT / / / / / / / /
CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
RIGHT-OF-WAY
NOTES:
LOT LINE
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
10 YELLOW ISLAND CROSS HATCHING
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
L
H
D
C
B
A K
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
11 MEDIAN LINE YELLOW 18" WIDE
50' O.C. 45° ANGLES
10' 30' 10' 30' 10' 12 4" BROKEN WHITE 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
4" WHITE DASHED LINE 3' 3' 3' 3' 3'
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C. ALL SIGNAGE SHALL BE PER TOWN OF TIMNATH AND CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS
OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2)
D. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE
TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE TOWN OF TIMNATH
AND CITY OF FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE
CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS
SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL
FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR
ON TRAFFIC MARKINGS).
O. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, PER LCUASS
DRAWING 1401.
STRIPING LEGEND: STRIPING NOTES:
8" WHITE DASHED LINE 3' 3' 3' 3' 3'
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
30' 10' 30' 10'
EASEMENT
E MAIN STREET
MATCH LINE - SEE BOTTOM LEFT
F MAIN STREET
MATCH LINE - SEE TOP RIGHT
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
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
OFFSET=14'
END 1
A H A
D
STA.=43+06.71
OFFSET=14'
BEGIN 1 STA.=43+96.58
OFFSET=12'
CONTINUE 1
STA.=43+06.45
OFFSET=2'
BEGIN 5
STA.=43+06.45
OFFSET=10'
BEGIN 5 STA.=43+06.45
OFFSET=22'
BEGIN 1
STA.=43+96.45
OFFSET=0'
CONTINUE 5
J
12' TRAVEL/RIGHT TURN LANE
12' LEFT TURN LANE
12' TRAVEL LANE
12' TRAVEL LANE
6' BIKE LANE
60'
FL-EOP
97.5'
ROW
64'
EOP-EOP
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
KNIEVEL JANET A
5001 E PROSPECT RD
LACY KEITH W JR
1601 S COUNTY ROAD 5
POUDRE SCHOOL
DISTRICT
PROSPECT ROAD
MAIN STREET
CARRIAGE ROAD
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
G
G G
P
H
PH
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
STA.=47+56.45
OFFSET=12'
END 1
STA.=47+56.45
OFFSET=12'
END 1
STA.=47+56.45
OFFSET=0'
END 5
PROSPECT ROAD
HEBBELN JAMES E/DEBRA S
TRACT C
SERRATOGA FALLS 2ND FILING
SANDERS, DENNIS L/DONI D
1623 CAREFREE DR
VAN DYNE, DAVID M/AHN HAE K
1622 CAREFREE DR
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
NORTH
C310
SIGNAGE & STRIPING PLAN
PROSPECT ROAD
19
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
PROSPECT ROAD
MATCH LINE - SEE SHEET C309
LEGEND:
PROPOSED EDGE OF ASPHALT / / / / / / / /
CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
RIGHT-OF-WAY
NOTES:
LOT LINE
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
10 YELLOW ISLAND CROSS HATCHING
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
L
H
D
C
B
A K
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
11 MEDIAN LINE YELLOW 18" WIDE
50' O.C. 45° ANGLES
10' 30' 10' 30' 10' 12 4" BROKEN WHITE 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
4" WHITE DASHED LINE 3' 3' 3' 3' 3'
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C. ALL SIGNAGE SHALL BE PER TOWN OF TIMNATH AND CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS
OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2)
D. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE
TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE TOWN OF TIMNATH
AND CITY OF FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE
CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS
SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL
FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR
ON TRAFFIC MARKINGS).
O. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, PER LCUASS
DRAWING 1401.
STRIPING LEGEND: STRIPING NOTES:
8" WHITE DASHED LINE 3' 3' 3' 3' 3'
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
30' 10' 30' 10'
EASEMENT
MATCH LINE - SEE MIDDLE LEFT
MATCH LINE - SEE TOP RIGHT
PROSPECT ROAD
C309
C311
C310
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
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
H
STA.=16+61.25
OFFSET=42'
BEGIN 4
STA.=16+61.25
OFFSET=34'
BEGIN 4
STA.=16+61.25
OFFSET=22'
BEGIN 4
STA.=16+61.25
OFFSET=10'
CONTINUE 5
STA.=18+66.25
OFFSET=42'
BEGIN 3
END 4
STA.=18+66.25
OFFSET=34'
BEGIN 3
END 4
STA.=18+96.25
OFFSET=10'
BEGIN 5
CONTINUE 5
STA.=20+96.25
OFFSET=22'
END 3
CONTINUE 5
STA.=18+96.25
OFFSET=22'
BEGIN 3
END 4 STA.=20+66.25
OFFSET=42'
END 3
STA.=20+66.25
OFFSET=34'
BEGIN 9
END 3
SIGNORELLI JACKLYN C
4529 E PROSPECT RD
JIRON JACKLYN E
4525 E PROSPECT RD
GRAY VAL/DELORES K
4517 E PROSPECT RD
ALVAREZ ALBERTO
4509 E PROSPECT RD
12' LEFT TURN LANE
11' TRAVEL LANE
12' TRAVEL LANE
52'
FL-EOP
87.5'
ROW 107.5'
ROW
64'
FL-EOP
12' RIGHT TURN LANE
8' BIKE LANE
12' TRAVEL LANE
12' LEFT TURN LANE
12' TRAVEL LANE
6' BIKE LANE
8' BIKE LANE 8' BIKE LANE
PROSPECT ROAD
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
WHITE ERIC S.
CW SUBTRUST
1100 SE FRONTAGE RD
POUDRE SCHOOL
DISTRICT
POUDRE SCHOOL
DISTRICT
PROSPECT ROAD
MCLAUGHLIN LANE
EXISTING
EDGE OF ASPHALT
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
STA.=25+60.25
OFFSET=10'
BEGIN 3
CONTINUE 5
STA.=27+60.25
OFFSET=22'
END 5
CONTINUE 5
STA.=28+07.25
OFFSET=10'
BEGIN 4
END 3
STA.=29+95.25
OFFSET=34'
END 9
STA.=29+95.25
OFFSET=22'
END 5
STA.=29+95.25
OFFSET=10'
END 4
A
H
A H
H
A A
B B
STA.=30+59.25
OFFSET=22'
BEGIN 4
STA.=30+59.25
OFFSET=10'
BEGIN 5
STA.=30+59.25
OFFSET=34'
BEGIN 4
STA.=30+59.25
OFFSET=42'
BEGIN 4
STA.=32+64.25
OFFSET=42'
BEGIN 3
END 4
STA.=32+64.25
OFFSET=34'
BEGIN 3
END 4
STA.=32+47.25
OFFSET=22'
BEGIN 3
END 4
STA.=32+94.25
OFFSET=9'
BEGIN 5
CONTINUE 5
STA.=32+78.92
OFFSET=10'
CONTINUE 5
STA.=32+78.92
OFFSET=2'
CONTINUE 1
12' LEFT TURN LANE
12' TRAVEL LANE
8' BIKE LANE
11' TRAVEL LANE
6' BIKE LANE
52'
97.5' FL-EOP
ROW
12' LEFT TURN LANE
12' TRAVEL LANE
8' TRAVEL LANE
12' RIGHT TURN LANE
12' TRAVEL LANE
8' BIKE LANE
PROSPECT ROAD
NICHOLS LIVING TRUST 1601 MEADOWAIRE DR
EKBLAD LARRY R/LINDA M
4725 E PROSPECT RD
SPLITTGERBER RICHARD P/MEREDITH JEAN
1600 MEADOWAIRE DR
POUDRE SCHOOL
DISTRICT
MEADOWAIRE
DRIVE
107.5'
ROW
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
NORTH
C309
SIGNAGE & STRIPING PLAN
PROSPECT ROAD
18
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
PROSPECT ROAD
PROSPECT ROAD
C309
C311
C310
MATCH LINE - SEE MIDDLE LEFT
MATCH LINE - SEE TOP RIGHT
MATCH LINE - SEE SHEET C310
LEGEND:
PROPOSED EDGE OF ASPHALT / / / / / / / /
CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
RIGHT-OF-WAY
NOTES:
LOT LINE
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
10 YELLOW ISLAND CROSS HATCHING
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
L
H
D
C
B
A K
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
11 MEDIAN LINE YELLOW 18" WIDE
50' O.C. 45° ANGLES
10' 30' 10' 30' 10' 12 4" BROKEN WHITE 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
4" WHITE DASHED LINE 3' 3' 3' 3' 3'
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C. ALL SIGNAGE SHALL BE PER TOWN OF TIMNATH AND CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS
OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2)
D. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE
TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE TOWN OF TIMNATH
AND CITY OF FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE
CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS
SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL
FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR
ON TRAFFIC MARKINGS).
O. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, PER LCUASS
DRAWING 1401.
STRIPING LEGEND: STRIPING NOTES:
8" WHITE DASHED LINE 3' 3' 3' 3' 3'
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
30' 10' 30' 10'
EASEMENT
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
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
4940
4915
4920
4925
4930
4935
4940
34+50 35+00 36+00 37+00 38+00
0.95%
1.35%
0.85%
PVI STA = 34+95.68
PVI ELEV = 4927.31
PVI STA = 36+64.59
PVI ELEV = 4929.59
PVI STA = 37+85.68
PVI ELEV = 4930.62
FUTURE
GRADE
EXISTING
GROUND
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
C308
PLAN & PROFILE
MAIN STREET
17
C305 C306 C307 C308
CENTERLINE
MAIN STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
LINE
MATCH STA
34+50
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
MATCH LINE SEE SHEET C307 STA 34+50
CONNECT TO EXISTING
STA.=32+51.36
OFFSET=-15.043
STA.=30+49.44
OFFSET=-25.658
STA.=30+80.74
OFFSET=-24.012
MAIN STREET
R30'
R30'
PROPOSED CULVERT
TRACT B
SERRATOGA FALLS 2ND FILING
MAIN STREET
TRACT B
SERRATOGA FALLS 2ND FILING
COCHRAN, BRAD M/SANDRA J
1225 S COUNTY ROAD 5
POUDRE SCHOOL DISTRICT
PROPOSED CULVERT
PROPOSED CULVERT
EXISTING
GRAVEL DRIVE
PROPOSED
52' ℄
-EOP
140' ROW
8' SIDEWALK
4915
4920
4925
4930
4935
4940
4915
4920
4925
4930
4935
4940
24+50 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+50
4920.22
4920.14
4920.59
4921.09
4921.62
4922.44
4923.36
4924.23
4920.34
4920.14
4920.10
4920.10
4920.22
4920.34
4920.47
4920.72
4920.84
4920.97
4921.22
4921.34
4921.47
4921.80
4921.99
4922.20
4922.69
4922.93
4923.15
4923.58
4923.80
4924.02
4924.45
4924.67
-0.50%
0.50%
1.00%
0.87%
PVI STA = 30+42.81
PVI ELEV = 4922.86
PVI STA = 32+51.36
PVI ELEV = 4924.68
150.0' VC
LP ELEV = 4920.09
LP STA = 25+62.74
PVI STA = 25+62.73
PVI ELEV = 4919.91
BCVS: 24+87.73
BVCE: 4920.28
ECVS: 26+37.73
EVCE: 4920.28
A.D. = 1.00
K = 150.01
150.0' VC
PVI STA = 29+30.87
PVI ELEV = 4921.75
BCVS: 28+55.87
BVCE: 4921.37
ECVS: 30+05.87
EVCE: 4922.50
A.D. = 0.50
K = 299.94
1.00%
0.95%
PVI STA = 30+42.81
PVI ELEV = 4922.86
PVI STA = 33+26.15
PVI ELEV = 4925.70
FUTURE
GRADE
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE TIE TO
EXISTING
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
C307
PLAN & PROFILE
MAIN STREET
16
C305 C306 C307 C308
CENTERLINE
MAIN STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
LINE
MATCH STA
24+50
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
LINE
MATCH STA
34+50
MATCH LINE SEE SHEET C306 STA 24+50
MATCH LINE SEE SHEET C308 STA 34+50
EOP-EOP
140' ROW
8' SIDEWALK
EXISTING 10' TRAIL
STA. = 17+16.77
MAIN STREET
STA. = 42+73.29
PROSPECT ROAD
R25'
R25'
PROPOSED
52' EOP-EOP
R25'
STA.=15+80.82
OFFSET=-26.000
STA.=16+25.82
OFFSET=-26.000
STA.=16+72.98
OFFSET=-26.000
R25'
MAIN STREET
TRACT C
SERRATOGA FALLS 2ND FILING
LACY KEITH W JR
1601 S COUNTY ROAD 5
MAIN STREET
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
COOK STANLEY POUDRE SCHOOL DISTRICT
L/CHRISTINE K
1609 S COUNTY
ROAD 5
GRAVEL DRIVE
EXISTING
GRAVEL DRIVE
EXISTING
IRRIGATION DITCH
PROSPECT ROAD
SEE SHEETS C300-C304
PROSPECT ROAD
SEE SHEETS C300-C304
PROPOSED CULVERT
2 - 6'x6' RCBC
TIMNATH RESERVOIR
INLET CANAL
4910
4915
4920
4925
4930
4935
4910
4915
4920
4925
4930
4935
14+50 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+50
4916.39
4917.50
4918.76
4918.47
4918.84
4919.34
4919.84
4920.34
4920.80
4920.71
4916.20
4916.61
4916.87
4917.17
4917.85
4918.20
4918.51
4918.85
4918.62
4918.51
4918.50
4918.59
4918.72
4918.97
4919.09
4919.22
4919.47
4919.59
4919.72
4919.97
4920.09
4920.22
4920.47
4920.59
4920.71
4920.84
4920.84
4920.80
4920.59
1.40%
1.00%
-1.00%
-0.50%
0.50%
-0.50%
PVI STA = 16+64.61
PVI ELEV = 4918.41
PVI STA = 17+16.77
PVI ELEV = 4918.93
PVI STA = 17+44.77
PVI ELEV = 4918.65
150.0' VC
HP ELEV = 4920.84
HP STA = 23+37.58
PVI STA = 23+37.58
PVI ELEV = 4921.03
BVCS: 22+62.58
BVCE: 4920.66
EVCS: 24+12.58
EVCE: 4920.66
A.D. = 1.00
K = 150.00
150.0' VC
PVI STA = 15+22.42
PVI ELEV = 4916.42
ECVS: 15+97.42
EVCE: 4917.47
A.D. = 0.90
K = 166.67
90.0' VC
LP ELEV = 4918.47
LP STA = 18+03.05
PVI STA = 18+03.05
PVI ELEV = 4918.36
BCVS: 17+58.05
BVCE: 4918.58
ECVS: 18+48.05
EVCE: 4918.58
A.D. = 1.00
K = 90.00
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
C306
PLAN & PROFILE
MAIN STREET
15
C305 C306 C307 C308
CENTERLINE
MAIN STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
MATCH LINE SEE SHEET C305 STA 14+50
MATCH LINE SEE SHEET C307 STA 24+50
LINE
MATCH STA
14+50
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
LINE
MATCH STA
24+50
OFFSET=-20.443
STA.=12+76.82
OFFSET=-21.394
COOK STANLEY
L/CHRISTINE K
1609 S COUNTY
ROAD 5
REED SANDRA K
1707 ENCHANTMENT DR
LONGMIRE CAROLYN A/ROBERT C
1617 S COUNTY ROAD 5
LOPP JOHN W/PATRICIA A
1701 S COUNTY ROAD 5
LEWIS ALFRED WRAY
BEVERLY JANE
1709 S COUNTY ROAD 5
LEBSOCK BRANDON J/KIMBERLY J
1717 S COUNTY ROAD 5
HILL SANDRA K/ANTHONY O
1739 ENCHANTMENT DR
EXISTING
GRAVEL DRIVE
EXISTING
GRAVEL DRIVE
EXISTING
GRAVEL DRIVE EXISTING
GRAVEL DRIVE
EXISTING
GRAVEL DRIVE
MAIN STREET
EXISTING ±26'
EOP-EOP
90' ROW
EXISTING
GRAVEL DRIVE
EXISTING CONCRETE
IRRIGATION DITCH
4905
4910
4915
4920
4925
4930
4905
4910
4915
4920
4925
4930
5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50
4913.80
4913.93
4914.05
4914.18
4914.30
4914.43
4914.55
4914.68
4914.80
4914.93
4915.05
4915.18
4915.30
4915.43
4915.55
4915.68
4915.80
4915.93
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
0.50%
PVI STA = 10+00.00
PVI ELEV = 4913.80
BCVS: 14+47.42
BVCE: 4916.04
0.50%
PVI STA = 5+00.00
PVI ELEV = 4911.30
PVI STA = 10+00.00
PVI ELEV = 4913.80
FUTURE
GRADE
TIE TO
EXISTING
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
C305
PLAN & PROFILE
MAIN STREET
14
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
C305 C306 C307 C308
CENTERLINE
MAIN STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
LINE
MATCH STA
14+50
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
MATCH LINE SEE SHEET C306 STA 14+50
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
D
D
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
T
TELE
T
VAULT
F.O.
F.O.
SD
G
G
G
PH
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
OHE OHE OHE OHE OHE
OHE OHE OHE
OHE OHE OHE OHE OHE OHE
OHE
OHE OHE OHE
OHE
OHE OHE OHE
OHE
OHE OHE
OHE
OHE OHE
OHE
OHE OHE
OHE
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT ROAD
TRACT C
SERRATOGA FALLS 2ND FILING
PROSPECT ROAD
SANDERS, DENNIS L/DONI D
1623 CAREFREE DR
VAN DYNE, DAVID M/AHN HAE K
1622 CAREFREE DR
118' ROW
EXISTING
±24' EOP-EOP
STA.=47+56.45
OFFSET=14.000
STA.=47+56.45
OFFSET=-14.004
TIMNATH RESERVOIR INLET CANAL
PROPOSED EDGE
OF ASPHALT
PROPOSED EDGE
OF ASPHALT
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
C304
PLAN & PROFILE
PROSPECT ROAD
13
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
C300 C301 C302 C303
C304
CENTERLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
MATCH LINE SEE SHEET C303 STA 44+50 LINE
MATCH STA
44+50
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
PVI STA = 40+98.52
PVI ELEV = 4919.89
BVCS: 40+23.52
BVCE: 4919.48
EVCS: 41+73.52
EVCE: 4919.48
A.D. = 1.10
K = 136.36
150.0' VC
LP ELEV = 4916.95
LP STA = 35+25.29
PVI STA = 35+25.29
PVI ELEV = 4916.74
BCVS: 34+50.29
BVCE: 4917.15
ECVS: 36+00.29
EVCE: 4917.15
A.D. = 1.10
K = 136.36
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
FUTURE
GRADE
OHU OHU
X
X
X X
OHU OHU OHU X X X
OHU OHU OHU OHU OHU OHU
OHU OHU OHU
OHU OHU OHU OHU
OHU OHU OHU OHU
C
C
C
C
C C
VAULT
F.O.
VAULT
VAULT CABLE
F.O. C
CABLE TELE
F.O.
MH
OHE
OHE
OHE OHE
OHE OHE
OHE
OHE OHE OHE OHE
OHU OHU OHU
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
STA. = 42+73.29
PROSPECT ROAD
STA. = 17+16.77
MAIN STREET
RYAN JEFFREY L/SYBIL A
1601 CARRIAGE RD
KNIEVEL JANET A
5001 E PROSPECT RD
LACY KEITH W JR
1601 S COUNTY ROAD 5
POUDRE SCHOOL
DISTRICT
PROSPECT ROAD
MAIN STREET
SEE SHEETS C305-C308
CARRIAGE ROAD
97.5' ROW
PROPOSED
60' FL-EOP
MAIN STREET
SEE SHEETS C305-C308
R25'
R25'
R25'
R25'
STA.=36+28.88
OFFSET=15.548
STA.=37+03.65
OFFSET=16.317
STA.=37+98.12
OFFSET=18.500
STA.=42+22.05
OFFSET=18.500
STA.=43+23.86
OFFSET=15.553
STA.=43+96.60
OFFSET=14.000
R25' R25'
STA.=34+64.25
OFFSET=-41.500
STA.=42+10.47
OFFSET=-41.500
STA.=43+23.47
OFFSET=-23.702
8' SIDEWALK
15' UTILITY EASEMENT
8' SIDEWALK
TIMNATH RESERVOIR INLET CANAL
PROPOSED 30"
CURB & GUTTER
PROPOSED EDGE
OF ASPHALT
PROPOSED EDGE
OF ASPHALT
REPLACE EXISTING GRATE
w/ TYPE R INLET
EXISTING
STORM DRAIN
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
C303
PLAN & PROFILE
PROSPECT ROAD
12
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
C300 C301 C302 C303
C304
CENTERLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
MATCH LINE SEE SHEET C302 STA 34+50
MATCH LINE SEE SHEET C304 STA 44+50
LINE
MATCH STA
34+50
LINE
MATCH STA
44+50
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
BVCS: 29+61.99
BVCE: 4919.01
EVCS: 31+11.99
EVCE: 4919.01
A.D. = 1.10
K = 136.36
150.0' VC
LP ELEV = 4917.36
LP STA = 26+23.56
PVI STA = 26+23.56
PVI ELEV = 4917.15
BCVS: 25+48.56
BVCE: 4917.56
ECVS: 26+98.56
EVCE: 4917.56
A.D. = 1.10
K = 136.36
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
X
X
X X X
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU OHU OHU
OHU
OHU OHU OHU
OHU OHU OHU OHU OHU OHU OHU
CABLE
CABLE
CABLE
CABLE
CABLE
VAULT
CABLE CABLE M
CABLE C
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
PROSPECT ROAD
EKBLAD LARRY R/LINDA M NICHOLS LIVING TRUST 1601 MEADOWAIRE DR
4725 E PROSPECT RD
SPLITTGERBER RICHARD P/MEREDITH JEAN
1600 MEADOWAIRE DR
MEADOWAIRE
DRIVE
POUDRE SCHOOL
DISTRICT
POUDRE SCHOOL
DISTRICT
107.5' ROW
PROPOSED
52' FL-EOP
97.5' ROW
PROPOSED
64' FL-EOP
STA.=29+97.54
OFFSET=10.500
STA.=30+72.39
OFFSET=10.500
R25' R25'
STA.=29+70.25
OFFSET=-41.500
STA.=30+84.25
OFFSET=-53.500
STA.=32+64.25
OFFSET=-53.500
STA.=34+64.25
OFFSET=-41.500
8' SIDEWALK
4' SIDEWALK
TIMNATH RESERVOIR INLET CANAL
15' UTILITY EASEMENT
PROPOSED 30" 10' CROSS PAN
CURB & GUTTER
PROPOSED 30"
CURB & GUTTER
PROPOSED EDGE
OF ASPHALT
REPLACE EXISTING GRATE
w/ TYPE R INLET
EXISTING
STORM DRAIN
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
C302
PLAN & PROFILE
PROSPECT ROAD
11
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
C300 C301 C302 C303
C304
CENTERLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
MATCH LINE SEE SHEET C301 STA 24+50
MATCH LINE SEE SHEET C303 STA 34+50
LINE
MATCH STA
34+50
LINE
MATCH STA
24+50
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
PVI ELEV = 4918.34
BVCS: 14+75.81
BVCE: 4917.92
EVCS: 16+25.81
EVCE: 4917.92
A.D. = 1.10
K = 136.37
150.0' VC
HP ELEV = 4918.96
HP STA = 22+56.74
PVI STA = 22+56.74
PVI ELEV = 4919.17
BVCS: 21+81.74
BVCE: 4918.76
EVCS: 23+31.74
EVCE: 4918.76
A.D. = 1.10
K = 136.36
150.0' VC
LP ELEV = 4917.02
LP STA = 18+28.19
PVI STA = 18+28.19
PVI ELEV = 4916.81
BCVS: 17+53.19
BVCE: 4917.22
ECVS: 19+03.19
EVCE: 4917.22
A.D. = 1.10
K = 136.36
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
W
X
X X
OHU
OHU
C
M M
CABLE
MM
C
M
W
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ /
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
SIGNORELLI JACKLYN C
4529 E PROSPECT RD
STA.=15+89.70
OFFSET=10.497
STA.=16+59.70
OFFSET=10.500
PROSPECT ROAD
MCLAUGHLIN
LANE
POUDRE SCHOOL
DISTRICT
EKBLAD LARRY R/LINDA M
4725 E PROSPECT RD
107.5' ROW
PROPOSED 64' FL-EOP
STA.=15+67.26
OFFSET=-41.505
STA.=16+91.25
OFFSET=-53.500
STA.=22+64.01
OFFSET=-41.500
STA.=23+38.01
OFFSET=-41.500
STA.=20+66.25
OFFSET=-41.500
STA.=18+66.25
OFFSET=-53.500
8' SIDEWALK
15' UTILITY EASEMENT
TIMNATH RESERVOIR INLET CANAL
10' CROSS PAN
PROPOSED 30"
CURB & GUTTER
PROPOSED EDGE
OF ASPHALT
EXISTING 60" STEEL
GREELEY WATER MAIN
REPLACE EXISTING GRATE
EXISTING w/ TYPE R INLET
STORM DRAIN
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
C301
PLAN & PROFILE
PROSPECT ROAD
10
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
C300 C301 C302 C303
C304
CENTERLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
MATCH LINE SEE SHEET C300 STA 14+50
MATCH LINE SEE SHEET C302 STA 24+50
LINE
MATCH STA
14+50
LINE
MATCH STA
24+50
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
PROPOSED 52' FL-EOP
BEGIN CURB & GUTTER
STA.=9+99.99
OFFSET=-41.546
8' SIDEWALK
15' UTILITY EASEMENT
PROPOSED 30"
CURB & GUTTER
PROPOSED EDGE
OF ASPHALT
4905
4910
4915
4920
4925
4930
4905
4910
4915
4920
4925
4930
5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50
0.21%
0.55%
PVI STA = 8+68.62
PVI ELEV = 4915.03
PVI STA = 9+99.99
PVI ELEV = 4915.31
4915.10
4915.31
4915.86
4916.41
4916.96
4917.51
4915.05
4915.15
4915.20
4915.26
4915.44
4915.58
4915.72
4915.99
4916.13
4916.27
4916.54
4916.68
4916.82
4917.09
4917.23
4917.37
4917.64
0.50%
PVI STA = 9+99.99
PVI ELEV = 4915.31
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
FUTURE
GRADE
TIE TO
EXISTING
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
C300
PLAN & PROFILE
PROSPECT ROAD
9
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C300 C301 C302 C303
C304
CENTERLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
MATCH LINE SEE SHEET C301 STA 14+50
LINE
MATCH STA
14+50
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. 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 TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
F.O.
F.O.
SS
FO
FO
FO
FO
FO
FO
E
T T
T
T
T
T T
T
T
T
FO FO FO FO
FO
FO
FO FO FO FO
FO
FO
FO
G
G
G G
G
G
FO FO FO FO
FO FO
FO FO FO
FO
FO FO FO
FO FO
FO
FO
CTV CTV CTV CTV
T
T
T
T
T
T
T T
T
G
G
G
G
G
MH
W W
OHE OHE
OHE OHE
OHE OHE
OHE
W W
W W
W
W
G
OHE
OHE OHE OHE
OHU
OHU
OHU
WV
W W
W
W W
W W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
648.04 LF 12" PVC
S89°59'09"E
80.37 LF 12" PVC
N00°08'32"E
STA.=36+59.21
12"X8" TEE w/TB
1-12" BFV (E), 1-8" GV (S),
& 8"x4" REDUCER (S)
STA.=43+07.25
CONNECT TO EXISITNG
w/ 12"X12" CROSS w/ TB
1-12" BFV (W), 12"x2" REDUCER (S),
& 12"x8" REDUCER (E)
STA.=43+87.55
CONNECT TO EXISTING
8"x2" REDUCING TEE w/ TB
2" GV (E), & 12"x8" REDUCER (S)
60' FL-EOA
97.5' PROPOSED ROW
RYAN JEFFREY L/SYBIL A
1601 CARRIAGE RD KNIEVEL JANET A
5001 E PROSPECT RD
LACY KEITH W JR
1601 S COUNTY ROAD 5
TRACT C
SERRATOGA FALLS 2ND FILING
EXISTING GAS
LINE
EXISTING GAS
LINE
15' UTILITY EASEMENT
8' SIDEWALK
81' DITCH EASEMENT
30' BOXELDER
SANITARY EASEMENT
POUDRE SCHOOL
DISTRICT
PROSPECT ROAD
MAIN STREET
CARRIAGE ROAD
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
POUDRE SCHOOL
DISTRICT
2 - 6'x6' RCBC TIMNATH
RESERVOIR INLET CANAL
EXISTING STORM DRAIN
EXISTING 15" PVC SANITARY
SEWER (BOXELDER)
TIMNATH RESERVOIR INLET CANAL
EXISTING 4" A.C. WATERLINE TO
BE ABANDONED PLACE (ELCO)
EXISTING 4" A.C.
WATER LINE
APPROXIMATE LOCATION
EXISTING 8" WATER
EXISTING STORM DRAIN
APPROXIMATE LOCATION
EXISTING 2" WATER
24" STEEL
CASING PIPE
TIMNATH RESERVOIR INLET CANAL
APPROXIMATE LOCATION
EXISTING 2" WATER
FUTURE STORM CROSSING
STA.=35+34.23
EXISTING 4" A.C. WATERLINE TO
BE ABANDONED PLACE (ELCO)
4895
4900
4905
4910
4915
4920
4925
4930
4935
4895
4900
4905
4910
4915
4920
4925
4930
4935
33+50 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 44+50
4917.27
4917.14
4917.00
4916.86
4916.73
4916.65
4916.61
4916.61
4916.67
4916.76
4916.90
4917.03
4917.17
4917.31
4917.45
4917.58
4917.72
4917.86
4918.00
4918.13
4918.27
4918.41
4918.55
4918.68
4918.82
4918.96
4919.10
4919.22
4919.31
4919.34
4919.33
4919.28
4919.18
4919.04
4918.94
4918.85
4918.76
4918.64
4918.27
4917.99
4917.92
12" PVC
12" PVC 12" PVC
12" PVC
STA. 33+93.7
0.4° DEFLECTION
T.O.P.=4911.86
STA. 35+29.2
45° BEND
T.O.P.=4908.64
STA. 35+43.0
45° BEND
T.O.P.=4911.85
STA. 35+25.5
45° BEND
T.O.P.=4911.85
STA. 43+07.3
0.0° DEFLECTION
T.O.P.=4913.69
STA. 43+37.8
45° BEND
T.O.P.=4913.60
STA. 43+80.9
45° BEND
T.O.P.=4905.50
STA. 43+87.6
CONNECT TO EXISTING
45° BEND
T.O.P.=4912.26
STA. 43+45.9
45° BEND
T.O.P.=4905.50
STA. 35+39.2
45° BEND
T.O.P.=4908.64
STA. 43+07.25
CONNECT TO EXISITNG
12"x12" CROSS
T.O.P.=4913.69
STA. 36+59.21
12"X8" TEE w/TB
T.O.P.=4912.32
100.0' DEF.
STA. 40+68.46
T.O.P.=4913.99
STA. 41+68.46
T.O.P.=4914.06
(@ 0.1°)
PROPOSED
GROUND
EXISTING
GROUND
TOP OF
PIPE
PROPOSED
GROUND
FUTURE 24" RCP STORM
STA.=35+34.23
INV.=4910.42
2 - 6'x6' RCBC STORM
STA.=43+63.29
INV.=4908.64
24" STEEL
CASING PIPE
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
NORTH
C202
PLAN & PROFILE
12" WATER LINE - PROSPECT ROAD
8
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
C200 C201 C202
12" WATER LINE-PROSPECT RD
PROFILE SCALE:
LINE
MATCH STA
33+50
MATCH LINE SEE SHEET C201 STA 33+50
SS
W
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN
THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE
SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND TOWN SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
8. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
9. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5'
FROM FINISHED GRADE TO TOP OF PIPE.
10. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE
EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN PIPELINE CO. AND COMPLY WITH ALL
MAGELLAN PIPELINE CO. CRITERIA.
11. ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS.
12. CONTRACTOR TO USE 11.25° BEND(S) WITH ALL JOINTS RESTRAINED 5-FT BOTH SIDES
OF BEND, IF REQUESTED DURING CONSTRUCTION BY ELCO FIELD INSPECTOR (BASED
ON SITE CONDITIONS).
G
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED CURB & GUTTER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED WATER MAIN W
EXISTING OVERHEAD UTILITY OHU
EXISTING TELEPHONE T
EXISTING CABLE CTV
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
12" W
12" W 12" W 12" W 12" W 12" W 12" W
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
STA.=30+29.59
12"X8" TEE w/TB
1-12" BFV (E), 1-8" GV (S),
& 8"x4" REDUCER (S)
52' FL-EOA
107.5' PROPOSED ROW
±8' OF SERVICE
TO BE EXTENDED
NICHOLS LIVING TRUST
1601 MEADOWAIRE DR
EKBLAD LARRY R/LINDA M
4725 E PROSPECT RD
SPLITTGERBER RICHARD P/MEREDITH JEAN
1600 MEADOWAIRE DR
EXISTING GAS
LINE
STA.=23+09.95
12"X8" TEE w/TB
1-12" BFV (E) & 1-8" GV (N)
TEMP FH
w/ 8"x6" REDUCER
N:123615.35
E:219163.93
719.64 LF 12" PVC
S89°59'09"E
15' UTILITY EASEMENT
8' SIDEWALK
81' DITCH EASEMENT
30' BOXELDER SANITARY EASEMENT
629.63 LF 12" PVC
S89°59'09"E
POUDRE SCHOOL
DISTRICT
MEADOWAIRE
DRIVE
PROSPECT ROAD
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
2 - 6'x6' RCBC TIMNATH
RESERVOIR INLET CANAL
EXISTING 15" PVC SANITARY
SEWER (BOXELDER) EXISTING STORM DRAIN
20" STEEL
CASING PIPE
EXISTING 4" A.C. WATERLINE TO
BE ABANDONED PLACE (ELCO)
EXISTING 4" A.C.
WATER LINE
8" WATER LINE
(BY OTHERS) (ELCO)
TIMNATH RESERVOIR INLET CANAL
FUTURE STORM CROSSING
STA.=26+32.49
97.5' PROPOSED ROW
4895
4900
4905
4910
4915
4920
4925
4930
4935
4895
4900
4905
4910
4915
4920
4925
4930
4935
21+50 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+50
4918.33
4918.46
4918.56
4918.61
4918.62
4918.58
4918.49
4918.36
4918.23
4918.09
4917.95
4917.81
4917.68
4917.54
4917.40
4917.26
4917.14
4917.05
4917.02
4917.03
4917.08
4917.18
4917.32
4917.46
4917.59
4917.73
4917.87
4918.01
4918.14
4918.28
4918.42
4918.56
4918.69
4918.80
4918.86
4918.88
4918.85
4918.77
4918.65
4918.51
4918.37
4918.24
4918.10
4917.96
4917.82
4917.69
4917.55
12" PVC
12" PVC
12" PVC
12" PVC
STA. 26+22.9
45° BEND
T.O.P.=4912.32
STA. 26+38.3
45° BEND
T.O.P.=4909.06
STA. 26+42.9
45° BEND
T.O.P.=4912.33
STA. 25+35.4
0.3° DEFLECTION
T.O.P.=4912.22
STA. 26+28.3
45° BEND
T.O.P.=4909.06
STA. 23+09.95
12"X8" TEE w/TB
T.O.P.=4912.92
STA. 30+29.59
12"X8" TEE w/TB
T.O.P.=4913.71
213.5' DEF.
STA. 21+61.91
T.O.P.=4912.66
STA. 23+75.45
T.O.P.=4912.75
(@ 0.0°)
200.0' DEF.
STA. 29+66.15
T.O.P.=4913.57
STA. 31+66.15
T.O.P.=4913.31
(@ 0.1°)
PROPOSED
GROUND
EXISTING
GROUND
TOP OF
PIPE
PROPOSED
GROUND
FUTURE 24" RCP STORM
STA.=26+32.49
INV.=4910.84
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
NORTH
C201
PLAN & PROFILE
12" WATER LINE - PROSPECT ROAD
7
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
C200 C201 C202
12" WATER LINE-PROSPECT RD
PROFILE SCALE:
MATCH LINE SEE SHEET C202 STA 33+50
LINE
MATCH STA
33+50
MATCH LINE SEE SHEET C200 STA 21+50
LINE
MATCH STA
21+50
SS
W
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN
THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE
SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND TOWN SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
8. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
9. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5'
FROM FINISHED GRADE TO TOP OF PIPE.
10. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE
EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN PIPELINE CO. AND COMPLY WITH ALL
MAGELLAN PIPELINE CO. CRITERIA.
11. ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS.
12. CONTRACTOR TO USE 11.25° BEND(S) WITH ALL JOINTS RESTRAINED 5-FT BOTH SIDES
OF BEND, IF REQUESTED DURING CONSTRUCTION BY ELCO FIELD INSPECTOR (BASED
ON SITE CONDITIONS).
G
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED CURB & GUTTER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED WATER MAIN W
EXISTING OVERHEAD UTILITY OHU
EXISTING TELEPHONE T
EXISTING CABLE CTV
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
M
W W CC
E
C
M M
CABLE
W
W
W
/ / / / / / / / / / / / / / / /
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
STA.=10+23.93
12"X6" SWIVEL TEE w/TB
& 1-12" BFV (W)
1-6" GV (N)
STA.=10+13.93
45° BEND w/TB
13.93 LF 12" PVC
N45°00'36"E
STA.=16+61.19
12"X12" TEE w/TB
& 2-12" BFV (N,E)
8" SS 8" SS
G G G G
E E
12" W 12" W
STA.=10+00.00
CONNECT TO EXISTING
2" ELCO WATERLINE
w/12"x2" REDUCER
TEMP FH
w/ 12"x6" REDUCER
N:123615.51
E:218515.17
52'
FL-EOA
87.5' ROW
±9' OF SERVICE
TO BE EXTENDED
±9' OF SERVICE
TO BE EXTENDED
±9' OF SERVICE
TO BE EXTENDED
WHITE ERIC S.
CW SUBTRUST
1100 SE FRONTAGE RD
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
EXISTING GAS
LINE
EXISTING 15"
SANITARY SEWER
(BOXELDER)
EXISTING 60"
GREELEY STEEL
WATERLINE
10.00 LF 12" PVC
S89°59'24"E
15' UTILITY EASEMENT
8' SIDEWALK
15' UTILITY EASEMENT
8' SIDEWALK
81' DITCH
EASEMENT
30' BOXELDER SANITARY EASEMENT
107.5' ROW
648.76 LF 12" PVC
S89°59'09"E
637.26 LF 12" PVC
S89°59'24"E
SIGNORELLI JACKLYN C
4529 E PROSPECT RD
JIRON JACKLYN E
GRAY VAL/DELORES K 4525 E PROSPECT RD
4517 E PROSPECT RD
ALVAREZ ALBERTO
4509 E PROSPECT RD
PROSPECT ROAD
MCLAUGHLIN
LANE
POUDRE SCHOOL
DISTRICT
POUDRE SCHOOL
DISTRICT
2 - 6'x6' RCBC TIMNATH
RESERVOIR INLET CANAL
TIMNATH RESERVOIR INLET CANAL
EXISTING STORM DRAIN
24" STEEL
CASING PIPE
12" WATER LINE
(BY OTHERS) (ELCO)
FUTURE STORM CROSSING
STA.=18+37.13
EXISTING 60"
GREELEY STEEL
WATERLINE
EXISTING 4" A.C. WATERLINE TO
BE ABANDONED PLACE (ELCO)
4895
4900
4905
4910
4915
4920
4925
4930
4935
4895
4900
4905
4910
4915
4920
4925
4930
4935
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50
12" PVC
12" PVC 12" PVC
12" PVC
STA. 10+00.0
CONNECT TO EXISTING
T.O.P.=4909.34
STA. 13+41.3
0.1° DEFLECTION
T.O.P.=4909.79
STA. 16+44.1
0.0° DEFLECTION
T.O.P.=4910.73
STA. 18+31.2
45° BEND
T.O.P.=4911.30
STA. 18+33.0
45° BEND
T.O.P.=4909.74
STA. 18+43.0
45° BEND
T.O.P.=4909.74
STA. 18+44.5
45° BEND
T.O.P.=4911.18
STA. 10+13.93
45° BEND
T.O.P.=4909.36
STA. 10+23.93
12"x6" SWIVEL TEE w/TB
T.O.P.=4909.37
STA. 16+61.19
12"X12" TEE w/TB
T.O.P.=4910.78
PROPOSED
GROUND
EXISTING
GROUND
4915.17
4915.47
4916.02
4916.57
4917.12
4917.66
4917.73
4917.22
4916.73
4916.82
4917.37
4917.92
4915.05
4915.19
4915.33
4915.60
4915.74
4915.88
4916.15
4916.29
4916.43
4916.70
4916.84
4916.98
4917.25
4917.39
4917.53
4917.75
4917.79
4917.78
4917.63
4917.50
4917.36
4917.09
4916.95
4916.82
4916.68
4916.68
4916.73
4916.95
4917.09
4917.23
4917.50
4917.64
4917.78
4918.05
TOP OF
PIPE
PROPOSED
GROUND
60" WATER
STA.=16+94.42
TOP=4905.37
15" PVC SANITARY
STA.=17+30.73
INV.=4898.60
FUTURE 24" RCP STORM
STA.=18+37.13
INV.=4911.34
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
NORTH
C200
PLAN & PROFILE
12" WATER LINE - PROSPECT ROAD
6
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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
C200 C201 C202
12" WATER LINE-PROSPECT RD
PROFILE SCALE:
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
MATCH LINE SEE SHEET C201 STA 21+50
LINE
MATCH STA
21+50
SS
W
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN
THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE
SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND TOWN SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
8. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
9. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5'
FROM FINISHED GRADE TO TOP OF PIPE.
10. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE
EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN PIPELINE CO. AND COMPLY WITH ALL
MAGELLAN PIPELINE CO. CRITERIA.
11. ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS.
12. CONTRACTOR TO USE 11.25° BEND(S) WITH ALL JOINTS RESTRAINED 5-FT BOTH SIDES
OF BEND, IF REQUESTED DURING CONSTRUCTION BY ELCO FIELD INSPECTOR (BASED
ON SITE CONDITIONS).
G
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED CURB & GUTTER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED WATER MAIN W
EXISTING OVERHEAD UTILITY OHU
EXISTING TELEPHONE T
EXISTING CABLE CTV
FO FO
FO
FO
FO
FO FO
FO
FO
FO
FO
E
E E
E E
T T T T
T
T
T
T
FO
FO
FO
FO
FO FO
G G G G G
G G G
G G G G
G G G
G G G G
FO
FO FO
FO
FO FO
FO
FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO FO
FO
FO FO FO
FO
FO FO FO
FO
FO FO
FO
FO FO FO
FO
FO
FO
CTV
T
T
T
T
G
G
T
MH
W W
W W
W W
W W
W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
W W W W W
OHE
OHE OHE
OHE
OHE
W
W
W W
W
W
W
G
OHE
OHE OHE
/ / / / / / / /
/ / / / / / / /
X
X
X X X
X
X X X X X
X
/
/ / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
OHU
OHU OHU
OHU
OHU OHU
OHU
OHU OHU
OHU
OHU OHU
OHU
OHU OHU
OHU
OHU OHU
OHU
F
.O.
T
W
WV
W W
W W
W W
W W
W
EXISTING HEADWALL
TO BE REMOVED
HAZARD STRIPS SIGNS
TO BE REMOVED
EXISTING GRAVEL ACCESS
TO BE REMOVED
LACY KEITH W JR
1601 S COUNTY ROAD 5
MAIN STREET
EXISTING GAS
LINE TO REMAIN
PROSPECT ROAD
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
POUDRE SCHOOL
DISTRICT
COOK STANLEY L/CHRISTINE K
1609 S COUNTY ROAD 5
FORT COLLINS, CO 80524
REED SANDRA K
1707 ENCHANTMENT DR
FORT COLLINS, CO 80525
LONGMIRE CAROLYN A/ROBERT C
1617 S COUNTY ROAD 5
FORT COLLINS, CO 80524
LOPP JOHN W/PATRICIA A
1701 S COUNTY ROAD 5
FORT COLLINS, CO 80524
LEWIS ALFRED WRAY
BEVERLY JANE
1709 S COUNTY ROAD 5
FORT COLLINS, CO 80524
LEBSOCK BRANDON J/KIMBERLY J
1717 S COUNTY ROAD 5
FORT COLLINS, CO 80524
HILL SANDRA K/ANTHONY O
1739 ENCHANTMENT DR
FORT COLLINS, CO 80525
EXISTING BOXELDER
SANITARY EASEMENT
(WIDTH VARIES)
EXISTING
GRAVEL DRIVE EXISTING
GRAVEL DRIVE
EXISTING
GRAVEL DRIVE
EXISTING
GRAVEL DRIVE
EXISTING
GRAVEL DRIVE
EXISTING
EXISTING GRAVEL DRIVE
GAS
EXISTING
COMMMUNICATION
EXISTING CONCRETE
IRRIGATION DITCH
EXISTING
90' ROW
EXISTING 2" WATER
EXISTING ELECTRIC
PEDESTAL
(TO BE RELOCATED IF NEEDED)
EXISTING POWER POLE
TO BE RELOCATED
APPROXIMATE
LOCATION OF
EXISTING 2"
WATER LINE
(ELCO)
EXISTING ±26' EOP-EOP
TO BE REMOVED
EXISTING 8"
WATER (ELCO)
24" STEEL
CASING PIPE
APPROXIMATE
LOCATION EXISTING
2" WATER (ELCO)
APPROXIMATE
LOCATION EXISTING
8" WATER (ELCO)
MAIN STREET
OHU
C
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
X
X X
X
SS SS SS SS SS
SS
SS SS
SS
SS
SS
SS SS
W
MH F.O.
S
C.O.
VAULT
CABLE F.O.
F.O.
F.O.
F.O.
S
SD SD SD
SD
SD SD SD SD SD SD SD SD SD SD
S
E
E
E
E
E
E
E
E
E
E
E
E E E
FO
FO
FO
FO FO
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
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
FO FO FO FO
FO
FO FO
FO FO FO FO
FO FO FO
FO FO FO FO
FO FO
FO
FO FO FO FO
FO
FO FO FO
FO
FO FO
FO
FO FO FO
FO
FO FO 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
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
EXISTING 10' CONCRETE TRAIL
MAIN STREET
PROPOSED SIGNS TO BE
REMOVED
SPEED LIMIT SIGN TO BE
REMOVED AND REPLACED
EXISTING FIBER OPTIC
LINES TO REMAIN
EXISTING GAS
LINE TO REMAIN
LINE TO REMAIN EXISTING GAS
LINE TO REMAIN
EXISTING 8" WATER
(ELCO)
EXISTING CABLE BOX TO BE
REMOVED & RELOCATED
±63 LF 12" ADS CULVERT
TO BE REMOVED AND
REPLACED
EXISTING GRAVEL DRIVEWAY
APPROACH TO BE REMOVED
AND REPLACED
SECTION LINE
POUDRE SCHOOL
DISTRICT
TRACT B
SERRATOGA FALLS 2ND FILING
100' EXISTING
ROW
EXISTING BOXELDER
SANITARY EASEMENT
(WIDTH VARIES)
100' EXISTING
ROW
25'
EOP-EOP
COCHRAN, BRAD
M/SANDRA J
1225 S COUNTY
ROAD 5
EXISTING ±25'
EOP-EOP
TO BE REMOVED
EXISTING ±25'
EOP-EOP
TO BE REMOVED
EXISTING
GAS
EXISTING
60' ROW
EXISTING
COMMUNICATION
EXISTING
COMMUNICATION
EXISTING 8" PVC
SANITARY SEWER (BOXELDER)
EXISTING CULVERT
TO BE REMOVED
EXISTING ±8'
GRAVEL DRIVEWAY
TO BE REMOVED
EXISTING 8" WATER
(ELCO)
EO
EO
EO
EO
EO
EO
EO
EO
ET
ET
LT
LT
LT
LT
LT
LT
LT
LT
LT
SP
SP
SP
SP
SP SP
SP
SP
/
/ / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
X
X
F
E
S
W
E
C
CONTROL
IRR
VAULT
ELEC
ELEC
BRKR
F.O.
F.O.
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
F.O. F.O.
SD SD SD SD SD SD SD SD
SD
E
E E
E E
E
E
E
FO FO FO FO FO FO FO FO
FO
FO
FO
T
T
T T
T
G G
G G
G G
G G
FO
FO FO FO FO
FO FO FO FO
FO FO FO
FO
FO FO FO
FO
W
T
T T T
T
F.O. F.O.
CONTROL
IRR
VAULT
ELEC
ELEC
BRKR
VAULT
ELEC
VAULT
F.O.
VAULT
F.O.
T
WV
WV
WV
W W
T W T
FO FO FO FO FO
G G G G G G
FO
FO
W
W
E
E
E
CTV
CTV
T
T
T
T
T
T
T
W
W W W
W
W
W
W W
W
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
TRACT B
SERRATOGA FALLS 2ND FILING SERRATOGA
FALLS
PARKWAY
KITCHELL
WAY
DUNN, RICHARD L/CAROL B
COCHRAN, BRAD 5021 KITCHELL WAY
M/SANDRA J
1225 S COUNTY
ROAD 5
120' EXISTING
ROW
EXISTING
GAS
EXISTING
CULVERT
EXISTING 120'
ROW
EXISTING
8" WATER
(ELCO)
PROPOSED
SAWCUT
MAIN STREET
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
NORTH
C101
DEMOLITION PLAN
EXISTING CONDITIONS &
5
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
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
EXISTING ELECTRIC E
LEGEND:
EXISTING STORM SEWER
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING RIGHT-OF-WAY
EXISTING CONTOUR
FIELD SURVEY 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.
ENGINEER IS NOT RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE
DETERMINED IN THE FIELD BY THE CITY OR TOWN ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OR TOWN STREET REPAIR STANDARDS.
4. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ACTIVITIES.
5. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
6. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
7. POWERPOLE RELOCATION TO BE COORDINATED WITH UTILITY PROVIDER AT
CONSTRUCTION. OVERHEAD UTILITIES TO BE UNDERGROUNDED, UNLESS SPECIFIED
OTHERWISE BY UTILITY PROVIDER.
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
CONTROL
IRR
EXISTING ASPHALT & CONCRETE TO BE REMOVED
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NO. 100-019
DATE: JULY 2016
ADDITIONAL SURVEY:
NORTHERN ENGINEERING SERVICES, INC. NORTHERN ENGINEERING SERVICES, INC.
PROJECT NO. 100-019 PROJECT NO. 100-019
DATE: MAY 2019 DATE: JULY 2019
NORTHERN ENGINEERING SERVICES, INC. NORTHERN ENGINEERING SERVICES, INC.
PROJECT NO. 100-024 PROJECT NO. 694-003
DATE: AUGUST 2019 DATE: JUNE 2014
EXISTING ELECTRIC OHU
EXISTING ELECTRIC FO
EXISTING ELECTRIC CTV
G
EXISTING TELEPHONE T
EXISTING GAS
EXISTING LOT LINE
EASEMENT
C100
C101
MATCH LINE - SEE BELOW LEFT
MATCH LINE - SEE ABOVE RIGHT
MATCH LINE - SEE BELOW LEFT
MATCH LINE - SEE ABOVE RIGHT
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
OHU
OHU
OHU
OHU
S
H2O
H2O
H2O
H2O H2O
H2O
WV
WV
W
S
C C
C
M
CABLE C
M
W W CC
E
C
M M
CABLE
W
W
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
WHITE ERIC S.
CW SUBTRUST
1100 SE FRONTAGE RD
SIGNORELLI JACKLYN C
4529 E PROSPECT RD
JIRON JACKLYN E
GRAY VAL/DELORES K 4525 E PROSPECT RD
4517 E PROSPECT RD
ALVAREZ ALBERTO
4509 E PROSPECT RD
TROXELL BARBARA Y
4417 E PROSPECT RD
POUDRE R-1 SCHOOL
DISTRICT
2407 LAPORTE AVE
FORT COLLINS, CO 80521
PROSPECT ROAD
MCLAUGHLIN
LANE
EXISTING 15" PVC
SANITARY SEWER
(BOXELDER)
EXISTING 60" WATERLINE (CITY
OF GREELEY)
EXISTING 4" A.C. WATERLINE TO
BE ABANDONED PLACE (ELCO)
EXISTING 4" A.C. WATERLINE TO
REMAIN
EXISTING OVERHEAD UTILITY TO BE
REMOVED AND UNDERGROUNDED
(SEE NOTE 7)
2 - 6'x6' RCBC TIMNATH
RESERVOIR INLET CANAL
SECTION LINE
24" STEEL
CASING PIPE
EXISTING
WATER METER (TYP.)
EXISTING ±24' EOP-EOP
TO BE REMOVED
EXISTING ±24'
EOP-EOP
EXISTING 60'
ROW
TIMNATH RESERVOIR INLET CANAL
CTV CTV
CTV
CTV
CTV
CTV
CTV
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
/ / / / / / / /
CTV
CTV
CTV CTV CTV
CTV CTV CTV CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV CTV
CTV
CTV CTV CTV
CTV
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS
SS SS SS SS
OHU OHU
OHU
OHU OHU OHU OHU OHU OHU OHU OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU
OHU OHU OHU
OHU
OHU
S
S
S
W
MM
C W
M
CABLE
CABLE
CABLE
CABLE
CABLE
VAULT
CABLE
C
CABLE M
CABLE
VAULT
ELEC
ELEC
C
WV
SS
SS
SS
SS SS SS
M
H
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD NICHOLS LIVING TRUST 1601 MEADOWAIRE DR
EKBLAD LARRY R/LINDA M
4725 E PROSPECT RD
TIMNATH RESERVOIR INLET CANAL
POUDRE SCHOOL
DISTRICT
MEADOWAIRE
DRIVE
EXISTING OVERHEAD UTILITY TO BE
REMOVED AND UNDERGROUNDED
(SEE NOTE 7)
EXISTING INLET GRATE
TO BE REMOVED &
REPLACE w/ TYPE R TOP
EXISTING STORM DRAIN
SECTION LINE
EXISTING 15" PVC SANITARY
SEWER (BOXELDER)
EXISTING ELECTRIC
EQUIPMENT TO BE
REMOVED & RELOCATED
EXISTING UTILITY
POLE TO BE
REMOVED
EXISTING OVERHEAD UTILITY TO BE
REMOVED AND UNDERGROUNDED
(SEE NOTE 7)
PROSPECT ROAD
EXISTING INLET GRATE
TO BE REMOVED &
REPLACE w/ TYPE R TOP
EXISTING 80'
ROW
30' BOXELDER
SANITATION DISTRICT
UTILITY EASEMENT
EXISTING ±25' EOP-EOP
TO BE REMOVED
EXISTING 97.5'
ROW
81' DITCH
EASMENT EXISTING STORM DRAIN
2 - 6'x6' RCBC TIMNATH
RESERVOIR INLET CANAL
20" STEEL
CASING PIPE
NATH RESERVOIR INLET CANAL
EXISTING 4" A.C. WATERLINE TO
BE ABANDONED PLACE (ELCO)
EXISTING 4" A.C.
WATER LINE
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
/
/ / / / / / /
X
X
X X X
/ / / / / / / /
CTV
X
X X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS SS SS SS
OHU OHU
OHU OHU
OHU
OHU OHU OHU OHU
OHU OHU OHU
OHU
OHU OHU
OHU
OHU OHU
S S S
W
C
CC
WV
WV
C C
T T
T
FO FO FO
FO FO FO
SS
SS
SPLITTGERBER RICHARD P/MEREDITH JEAN
1600 MEADOWAIRE DR
RYAN JEFFREY L/SYBIL A
1601 CARRIAGE RD
KNIEVEL JANET A
5001 E PROSPECT RD
LACY KEITH W JR
1601 S COUNTY ROAD 5
POUDRE SCHOOL
DISTRICT
PROSPECT ROAD
MEADOWAIRE
DRIVE
CARRIAGE ROAD
EXISTING STORM DRAIN
EXISTING WATER
METER TO BE
REMOVED
EXISTING 15" PVC SANITARY
SEWER (BOXELDER)
SECTION LINE
EXISTING SPEED LIMIT
SIGN TO BE REMOVED
& RELOCATED
EXISTING INLET GRATE
TO BE REMOVED &
REPLACE w/ TYPE R TOP
EXISTING ±25' EOP-EOP
TO BE REMOVED
EXISTING 70'
ROW
30' BOXELDER
SANITATION DISTRICT
UTILITY EASEMENT
81' DITCH
EASMENT
TIMNATH RESERVOIR INLET CANAL
EXISTING 4" A.C. WATERLINE TO
BE ABANDONED PLACE (ELCO) EXISTING 4" A.C.
WATER LINE
EXISTING STORM DRAIN
W
W
G G G
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
SS SS
OHU
OHU
OHU
OHU
B M
C
S
GAS
C
WV
B M
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
D
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
T
SS
SS
SS
B M
H2O
WV
WV
WV WV
W
S
O
TELE
VAULT
F.O.
VAULT
VAULT CABLE
F.O. C
CABLE TELE
GAS
F.O.
GAS
GAS
T GAS
H
Y
D
S
SD
SD
S
G
G
FO
FO
T
T
T T
T
T
FO FO
FO
FO
FO
FO
FO FO
G
G G G
FO
FO
FO
FO
FO
FO FO FO FO
FO
FO
FO
FO FO FO
FO FO
FO FO FO
FO
FO FO FO FO FO FO
FO
CTV CTV CTV CTV CTV
CTV CTV CTV CTV CTV CTV
T
T
T
T
T
T
T T T T
T
T T T
T
T
T T T T
T
T T
G G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
PH
MH
W
W
WV
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
W
OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE
OHE
OHE OHE
OHE
OHE
OHE OHE
OHE
OHE
W W
W W W
W W W
W W
W
W W
W
W
G
OHE
OHE OHE OHE
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
OHU OHU
WV
W
W W W W W W
W
W
W
W
W W W W
W
W
W
TRACT C
SERRATOGA FALLS 2ND FILING
EXISTING CABLE BOX TO BE
REMOVED AND RELOCATED
EXISTING HEADWALL
TO BE REMOVED
HAZARD STRIPS SIGNS
TO BE REMOVED
EXISTING GRAVEL ACCESS
TO BE REMOVED
MAIN STREET
PROSPECT ROAD
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
SANDERS, DENNIS L/DONI D
1623 CAREFREE DR
FORT COLLINS, CO 80525
VAN DYNE, DAVID M/AHN HAE K
1622 CAREFREE DR
FORT COLLINS, CO 80525
30' WATER
EASEMENT
TIMNATH RESERVOIR INLET CANAL
EXISTING ±24' EOP-EOP
TO BE REMOVED EXISTING 118' ROW
EXISTING MANHOLE
APPROXIMATE LOCATION
EXISTING 8" WATER
EXISTING ±25' EOP-EOP
TO BE REMOVED
APPROXIMATE LOCATION
EXISTING 2" WATER
EXISTING 8"
WATER (ELCO)
APPROXIMATE LOCATION
EXISTING 2" WATER
24" STEEL
CASING PIPE
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
NORTH
C100
DEMOLITION PLAN
EXISTING CONDITIONS &
4
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
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
EXISTING ELECTRIC E
LEGEND:
EXISTING STORM SEWER
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING RIGHT-OF-WAY
EXISTING CONTOUR
FIELD SURVEY 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.
ENGINEER IS NOT RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE
DETERMINED IN THE FIELD BY THE CITY OR TOWN ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OR TOWN STREET REPAIR STANDARDS.
4. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ACTIVITIES.
5. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
6. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
7. POWERPOLE RELOCATION TO BE COORDINATED WITH UTILITY PROVIDER AT
CONSTRUCTION. OVERHEAD UTILITIES TO BE UNDERGROUNDED, UNLESS SPECIFIED
OTHERWISE BY UTILITY PROVIDER.
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
CONTROL
IRR
EXISTING ASPHALT & CONCRETE TO BE REMOVED
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NO. 100-019
DATE: JULY 2016
ADDITIONAL SURVEY:
NORTHERN ENGINEERING SERVICES, INC. NORTHERN ENGINEERING SERVICES, INC.
PROJECT NO. 100-019 PROJECT NO. 100-019
DATE: MAY 2019 DATE: JULY 2019
NORTHERN ENGINEERING SERVICES, INC. NORTHERN ENGINEERING SERVICES, INC.
PROJECT NO. 100-024 PROJECT NO. 694-003
DATE: AUGUST 2019 DATE: JUNE 2014
EXISTING ELECTRIC OHU
EXISTING ELECTRIC FO
EXISTING ELECTRIC CTV
G
EXISTING TELEPHONE T
EXISTING GAS
EXISTING LOT LINE
EASEMENT
C100
C101
MATCH LINE - SEE BELOW LEFT
MATCH LINE - SEE ABOVE RIGHT
MATCH LINE - SEE BELOW LEFT
MATCH LINE - SEE ABOVE RIGHT
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
MATCH LINE - SEE ABOVE RIGHT
MATCH LINE - SEE BELOW LEFT
9. Materials of Construction:
a. Pipe: All water piping shall be Polyvinyl Chloride (PVC). All PVC piping 6-inch through 12-inch shall be DR 18 (pressure
class 235 psi) and manufactured in accordance with AWWA Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe,
4-inch through 12-inch, For Water Distribution". All PVC piping 14-inch through 24-inch shall be DR 18 (pressure class
235 psi) and manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission
Pipe, Nominal Diameters 14-inch through 36". Pipe with a diameter greater than 24 inches shall be specified based on
engineered design.
b. Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six hundred
(600) volt taped to top of pipe and surfaced at each valve as a tracer wire.
c. Pipe Joints: Pipe joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using
machined couplings of a sleeve type with rubber ring gaskets and machined pipe ends to form a push-on type joint.
d. Materials and Installation: All materials installed shall be free of manufacturer defects. Any defective or damaged
materials noted on the construction site shall be so marked and removed from the site. Under no circumstances shall
any PVC piping be installed utilizing mechanical equipment to seat the joints.
e. Pipe Fittings: All fittings shall be mechanical joint, ductile iron, manufactured in accordance with AWWA Standard C153.
Fittings shall be furnished with a cement-mortar lining of standard thickness class with a 250 psi pressure rating.
f. Gate Valves: Gate valves shall conform to AWWA Standard C509 with mechanical joint, 2" open left operating nut and
resilient seat.
g. Butterfly Valves: Butterfly valves shall be used for all valves 12-inches and larger and conform to AWWA Standard C504
with mechanical joint, 2" open left operating nut, resilient seat and shall be equipped with sand bonnet.
h. Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut. Allowable
manufacturers and models are Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous
Pacer WB-67-250X with epoxy coated shoe. All fittings shall be swing assemblies with anchor couplings.
i. Pipe, Valve and Fitting Wrap: All fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick
polyethylene plastic wrap, double layered, and ends securely taped prior to backfill.
10. Bedding: All pipe shall be bedded in 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a
depth below established grade equal to 1
4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event
that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for
stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Minimum 30" backfill
above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail.
11. Backfill: Backfill of acceptable material shall be placed in lifts not greater than one (1) foot. Backfill shall be compacted to
95% of optimum density in roadway areas or per road authority’s requirements, and 90% in all other locations. Compaction
testing of bedding and backfill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance
with the requirements of the applicable authority.
12. Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings and/or joint restraint in
accordance with District Specifications or as required per engineer’s design. Thrust blocks shall be used only as required
per field conditions and as approved or directed by the District field inspector.
13. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only.
14. Asphalt Replacement: For asphalt pavement that is cut and has been in place less than two years (according to City or
County Engineer's record), the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a
paving machine.
15. Pipe Cover: A minimum cover of 4-1/2 feet of cover over top of pipe shall be maintained throughout the waterline and
service line installation, particularly in areas of new grading and drainage swales. Extra bury depth may be required to
maintain minimum cover at drainage culvert crossings and/or fire hydrant runs. Maximum allowable cover shall be 6 feet,
unless specifically approved by the District.
16. Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by District
personnel or the District's authorized contractor with no exception.
17. Inspection: The District shall have the authority to inspect and verify that all construction of facilities is equal to or better than
minimum construction requirements as set forth in the District’s Specifications. The District shall also have the authority to
assign an inspector to check any and all work, including all materials to be incorporated in the work, excavation, bedding,
backfill, testing and all construction methods and practices.
18. Testing and Acceptance: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with
District Specifications and under the District's supervision. Upon passing chlorination testing, bacteriological testing will be
completed by a State certified water quality control laboratory. Copies of all passing test results, including soils compaction
in the area of water main construction, shall be provided to the District.
19. Project As-Built and Record Drawing Requirements:
a. As-built drawings are prepared by the contractor. They confirm, in red ink, on-site changes to the original construction
documents. The As-built drawings shall be delivered to the project’s design engineer for conversion to Record Drawings.
A PDF version shall be delivered to the District.
b. Record Drawings are prepared by the project’s design engineer and reflect on-site changes the contractor noted in the
As-built drawings. The Record Drawings shall be approved by the District prior to Preliminary Acceptance of the project.
Record Drawings are to be delivered to the District in hard copy (11 x 17 format) and electronic format. Hard copy
drawing text font size shall be large enough to be legible with font size approved by the District. Electronic format shall be
delivered in Adobe (PDF), AutoCAD and ArcView shape files (release version to be confirmed with District at time of
submittal). These documents shall accurately reflect any change made in the field which varies from the approved
construction plan and including, at a minimum, field dimensions and elevations, horizontal and vertical locations of
underground utilities and appurtenances. Include with the Record Drawings a complete copy of the recorded Filing Plat
and a written confirmation of total costs of all water system improvements involved.
20. Warranty: The Contractor shall warrant all work associated with the waterline installation including, but not limited to the
materials, installation workmanship and surface restoration for a period of two years from date of Preliminary Acceptance.
During this warranty period the Contractor shall repair any defects in the work and maintain the work area. At the close of
the two-year warranty period and upon satisfactory correction of any deficiencies noted, the District shall accept the
constructed lines and appurtenances as the sole property and responsibility of the District.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort
Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If
the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an
improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at
all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for
roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree
removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of
Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall
be responsible for providing any and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic
sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 27-01
Northeast corner of C.R.5 and E. Prospect RD., on the end block of a 15" diameter steel pipe.
ELEV.= 4918.13
City of Fort Collins Benchmark 47-01
South Side of Prospect Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, On a Dept of
Highways brass Cap
ELEV.= 4934.13
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted Datum (Prior
City of Fort Collins Datum) for their vertical datums.
If NGVD29 Unadjusted Datum (Prior City of Fort Collins Datum) is required for any purpose, the following equation should be used:
NGVD29 Unadjusted Datum (Prior City of Fort Collins Datum) = NAVD88 - 3.18'
Basis of Bearings
The Basis of Bearings is the South line of the Southeast Quarter of Section 15 as bearing South 89° 59' 09" West (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.
16. For additional information see separate Stormwater Management Plan / Erosion Control Report for TBD.
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 PRELIMNARY DRAINAGE REPORT FOR PSD MIDDLE SCHOOL HIGH SCHOOL #2 DATED OCTOBER 9, 2019 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.
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
C002
GENERAL & CONSTRUCTION NOTES
2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
13' TRAVEL LANE
5' BIKE LANE
4' GRAVEL
SHOULDER
4' GRAVEL
SHOULDER
8' DETACHED SIDEWALK
4:1
4:1
ROADSIDE SWALE
(MIN. 2' DEPTH)
2.0% 2.0%
4:1
4:1
ROADSIDE SWALE
(MIN. 2' DEPTH)
15' UTIL
ESMT
15' UTIL
ESMT
16'
TURN / MEDIAN
140' ROW
52' EOP-EOP
13' TRAVEL LANE
5' BIKE LANE
13' TRAVEL LANE
5' BIKE LANE
4' GRAVEL
SHOULDER
4' GRAVEL
SHOULDER
8' DETACHED SIDEWALK
4:1
4:1
ROADSIDE SWALE
(MIN. 2' DEPTH)
2.0% 2.0%
15' UTIL
ESMT
MATCH EXISTING
52' EOP-EOP w/ DETACHED SIDEWALK
MAIN STREET INTERM SECTION
(RURAL 2 - LANE ARTERIAL)
OCTOBER 2019
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
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 27-01
Northeast corner of C.R.5 and E. Prospect RD., on the end block of a 15" diameter steel pipe.
ELEV.= 4918.13
City of Fort Collins Benchmark 47-01
South Side of Prospect Road where it intersects I-25, on the west end of the parapet wall to the bridge
(B16 AM) over I-25, On a Dept of Highways brass Cap
ELEV.= 4934.13
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used
NGVD29 Unadjusted Datum (Prior City of Fort Collins Datum) for their vertical datums.
If NGVD29 Unadjusted Datum (Prior City of Fort Collins Datum) is required for any purpose, the
following equation should be used:
NGVD29 Unadjusted Datum (Prior City of Fort Collins Datum) = NAVD88 - 3.18'
Basis of Bearings
The Basis of Bearings is the South line of the Southeast Quarter of Section 15 as bearing South 89° 59'
09" West (assumed bearing).
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 SOUTH HALF OF SECTION 15, TOWNSHIP 7 NORTH,
RANGE 68 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.
Andy Reese
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SURVEYOR
ARCHITECT
CONTACT INFORMATION
PROJECT TEAM:
SHEET INDEX
ENGINEER ING
N O R T H E RN
PRELIMINARY ROADWAY IMPROVEMENT PLANS FOR
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-- Cody Snowdon (970) 416-2306
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------ East Larimer County Water District-Randy Siddens (970) 493-2044
WASTEWATER--Boxelder Sanitation District-----------Eric Garner (970) 498-0604
STORMWATER- City of Fort Collins Utilities----------- Dan Mogen (970) 305-5989
LANDSCAPE ARCHITECT
GEOTECHNICAL ENGINEER
PROJECT
LOCATION
PROSPECT ROAD & MAIN STREET
RB+B Architects, Inc.
315 E Mountain Ave,
Fort Collins, Colorado, 80524
(970)-484-0117
BHA Design Incorporated
Jeff Kroeger, PLA
1603 Oakridge Drive, Suite 100
Fort Collins, Colorado 80525
(970) 223-7577
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
ENGINEER ING
N O R T H E RN
Ground Engineering
Kelsey Van Bemmel, P.E.
41 Inverness Drive East
Englewood, Colorado 80112
(303)-289-1989
Ground Engineering
Preliminary Subsurface Exploration Program Report
Poudre School District New Prospect 6-12 School
Fort Collins, Colorado
Ground Eng. Project No. 18-0045
Date: November 16, 2018
SUBSURFACE EXPLORATION BY:
Poudre School District
315 E Mountain Ave,
Fort Collins, Colorado, 80524
(970)-484-0117
TRAFFIC ENGINEER
Delich Associates
Matt Delich, PE
2272 Glen Haven Drive
Loveland, CO 80538-4903
(970) 669-2061
1 C001 COVER SHEET
2 C002 GENERAL & CONSTRUCTION NOTES
3 C003 UTILITY NOTES
4-5 C100-C101 EXISTING CONDITIONS & DEMOLITION PLAN
6-8 C200-C202 12" WATER LINE - PROSPECT ROAD
9-13 C300-C304 PROSPECT ROAD - PLAN & PROFILE
14-17 C305-C308 MAIN STREET - PLAN & PROFILE
18-19 C309-C311 PROSPECT ROAD - SIGNAGE & STRIPING PLAN
20 C311 MAIN STREET - SIGNAGE & STRIPING PLAN
21-22 C312-C313 PROSPECT ROAD - ULTIMATE SIGNAGE & STRIPING PLAN
23 C314 MAIN STREET - ULTIMATE SIGNAGE & STRIPING PLAN
24-28 C315-C319 PROSPECT ROAD - ROADWAY CROSS SECTIONS
29-32 C320-C322 MAIN STREET - ROADWAY CROSS SECTIONS
Sheet
PROSPECT ROAD & MAIN STREET 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
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 32
C001
COVER SHEET
1
UTILITY PLAN REVIEW
Northern Engineering Services, Inc. EAST LARIMER COUNTY WATER DISTRICT
Project No. 100-019
Date: July 2016
Additional Survey:
Northern Engineering Services, Inc. Northern Engineering Services, Inc.
Project No. 100-019 Project No. 100-019
Date: May 2019 Date: July 2019
Northern Engineering Services, Inc. Northern Engineering Services, Inc.
Project No. 100-024 Project No. 694-003
Date: August 2019 Date: June 2014
TYPICAL SECTIONS: