HomeMy WebLinkAboutPSD PROSPECT SCHOOL SITE - FDP200003 - DOCUMENT MARKUPS - ROUND 3 - STREET RELATED DOCUMENT (2)PH
SC
H2O
PROSPECT ROAD
INTERSTATE 25
COUNTY ROAD 5
E. MULBERRY STREET
52' FL-EOP w/ DETACHED SIDEWALK ON NORTH SIDE
(PER LCUASS DETAIL 7-2F 1
2 STREET SECTION)
PROSPECT ROAD - PROPOSED SECTION
15' UTIL
ESMT
8'
WALK
10'
PKWY
6' BIKE LANE
11' TRAVEL LANE
12' MEDIAN/
TURN LANE
54' ROADWAY (FL-EOP)
87.5' RIGHT-OF-WAY (MIN.)
8' BIKE LANE
12' TRAVEL LANE
57.5' SECTION LINE
TO PROPOSED ROW
30' 1
2 ROW (MIN.)
76' FL-FL w/ 8' ATTACHED (SOUTH) AND DETACHED (NORTH) SIDEWALKS
(MODIFIED LCUASS DETAIL 7-2F)
PROSPECT ROAD - ULTIMATE SECTION
(4-LANE ARTERIAL)
8'
WALK
10'
PKWY
11' TRAVEL LANE
11' TRAVEL LANE
5' BIKE LANE
76' ROADWAY (FL-FL)
8'
WALK
107.5' ROW
3' BIKE LANE BUFFER
11' TRAVEL LANE
11' TRAVEL LANE
5' BIKE LANE
3' BIKE LANE BUFFER
3' BIKE LANE BUFFER
MATCH EXISTING
12' TURN LANE
LEFT TURN MEDIAN
4' MEDIAN
15' UTIL
ESMT
15' UTIL
ESMT
2' ACCESS
ESMT
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 Drainage Report for PSD Middle School High School #2 dated March 6, 2020 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 53
CS3
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
CITY OF GREELEY
The City's acceptance shall not relieve the design engineer's
responsibility for errors, omissions, or design deficiencies for which
the City is held harmless.
C. CITY OF GREELEY NOTES:
1. All easements and Rights-of-Way crossing the City of Greeley Easement are subject to the rights of said City of Greeley
Easement.
2. There shall be no permanent structures, concrete slabs, detention ponds, fences, walls, trees, or other landscaping or berms
greater than 3 feet at mature growth, or other obstructions within the City of Greeley Easement. no cover shall be removed
and/or added without written permission from City of Greeley Water Engineer.
3. There shall be no other utilities within the City of Greeley Easement except at right angle crossings and unless previously
approved by the City of Greeley Water & Sewer Department. All plans shall be submitted during the design phase at least
two weeks prior to construction and shall show potholed locations and elevations in plan and profile view. Greeley Water &
Sewer will issue appropriate crossing approval.
4. In the event that excavation is required for the City of Greeley water pipelines due to water pipeline repairs, replacement or
other operations, the excavation will be backfilled safely but surface restoration will not be done by/ or at the expense of the
City of Greeley.
5. Greeley water pipeline locations are approximate, contact Keith Ikenouye at 970 371-3718 72 hours in advance of any locate
request or any construction activities within the Greeley Water Pipeline Easement.
6. There shall be no vibratory or heavy sheepsfoot compaction within 20 feet of the existing water transmission pipeline. Static
compaction equipment shall be used.
7. Greeley pipelines are to have a minimum of six (6) feet of cover at all locations to be used as a land bridge during any
construction activities.
8. Greeley water line support at crossings shall be incorporated into the design if proposed utility crossing is below the water line
using open trench construction.
9. Any irrigation lines and/or sprinkler systems located within Greeley Easement requires contractor to provide Greeley a full set
of landscaping & irrigation/sprinkler system plans for review and approval. Plans to be provided a minimum of 2 weeks prior
to construction. Valve boxes are not to be located within Greeley's Easement.
10. Any work to be done on City of Greeley waterline(s) shall conform to current City of Greeley Specifications.
SS SS
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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
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CTV
CTV CTV
CTV
CTV
CTV
OHU
CTV
CTV
CTV CTV
X X
CTV CTV
CTV CTV CTV
CTV
X
X
CTV
CTV
CTV
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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X
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
OHU OHU
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OHU
OHU
OHU
SS SS SS SS
SS SS
SS
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W
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G G
/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
OHU
OHU OHU OHU
B M
C
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GAS
C
WV
B M
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
B M
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
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GAS
F.O. F.O.
VAULT
CABLE
F.O.
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FO FO FO
SS SS
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SS SS SS SS SS SS SS
SS SS
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X X
CTV CTV
CTV CTV
CTV
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OHU
OHU
S S
H2O
H2O
H2O
H2O H2O
H2O
WV
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W
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C
M
CABLE C
M
W W CC
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SS
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G G G G G
G G G
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G G G G G G G G G G G G
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X X X
CTV CTV CTV
CTV CTV CTV
CTV CTV
CTV
CTV
CTV
CTV CTV
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 MH
8" W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W 12" W 12" W 12" W 12" W 12" W
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
SS
SS SS SS SS SS SS SS
SS
SS
SS
SS SS SS SS
SS SS SS SS
SS
SS
SS
G G G G G
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G G
G G G
G G G
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CTV
X
OHU OHU OHU OHU
OHU
OHU
OHU
OHU
S S
S
C
C
GAS
C
C
WV
C
WV WV
W
S
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VAULT
F.O.
VAULT
CABLE C
CABLE
CABLE
CABLE TELE
W
GAS
VAULT
CABLE
F.O.
F.O.
SS
FO
FO
FO
FO
FO
FO
E
T T
T
T
X X
W
MH F.O.
E E F.O.
FO
FO FO
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T
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G
G
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FO FO FO FO
FO FO
FO FO FO
FO
FO FO
W W W W W
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G G G G
6" W
E E E E
EXISTING 20' UTILITY
EASEMENT
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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FES A1
STA 10+37.96
N: 124917.44
E: 221102.07
FES A
STA 10+00.00
N: 124879.50
E: 221100.96
37.96 LF
15" RCP
@ 0.50%
MAIN STREET
EXISTING 8"
WATER
EXISTING
WATER METER
PROPOSED FIRE HYDRANT
(SEE ONSITE PLANS -
SEE NOTE #7)
PROPOSED RIPRAP
4905
4910
4915
4920
4925
4930
4935
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
X
X
X
X X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
107.5' ROW
8' SIDEWALK 8' SIDEWALK
EDGE OF
PAVEMENT
30' BOXELDER SANITATION
DISTRICT EASEMENT
66' FL-EOP
54' FL-EOP
15' UTILITY EASEMENT 15' UTILITY EASEMENT
14.96
15.12
17.99
17.94
17.78
17.77
16.88
17.49
15.01
(14.54)
14.39
(15.06)
(13.05)
(15.00)
(14.62)
14.27
14.86
EOP
MCLAUGHLIN
LANE
17.55
16.93
17.07
17.08
16.68
16.42
16.28
/ / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
TELE
TELE
T
X
X
X X
X X X X
X
X X
X
/
/ / / / / / /
T
(15.97)
(15.74)
(14.87)
(14.79)
(14.45)
(14.52)
(14.50)
(14.48)
(14.39)
(15.08)
(14.01)
X
X X
X X
X X
X
M M
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
CONNECT TO EXISTING
STA.=8+54.26
OFFSET=-10.569
BEGIN TAPER
STA.=8+54.26
OFFSET=-13.469 END TAPER
STA.=10+00.00
OFFSET=-20.259
CONNECT TO EXISTING
STA.=8+54.26
OFFSET=13.611
PROSPECT ROAD
87.5' ROW
PROPOSED 54' FL-EOP
8' SIDEWALK
15' UTILITY EASEMENT
PROPOSED 30"
CURB & GUTTER
PROPOSED EDGE
EDGE OF PAVEMENT OF ASPHALT
STA.=8+54.26
OFFSET=14.713
EXISTING
60' ROW APPROXIMATELY 24'
EOP-EOP
PROPOSED
BARRICADES
2' ACCESS
EASEMENT
JIRON JACKLYN E
4525 E PROSPECT RD
WHITE ERIC S.
CW SUBTRUST
1100 SE FRONTAGE RD
SIGNORELLI JACKLYN C
4529 E PROSPECT RD
GRAY VAL/DELORES K
4517 E PROSPECT RD
ALVAREZ ALBERTO
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
4918.11
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+50.82
PVI STA = 15+50.82
PVI ELEV = 4918.34
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 33+50
4917.83
4917.38
4917.57
4918.12
4918.67
4919.17
4919.07
4918.53
4917.98
4917.97
4917.69
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
-0.55%
0.55%
-0.55%
150.0' VC
HP ELEV = 4919.22
HP STA = 30+37.00
PVI STA = 30+37.00
PVI ELEV = 4919.42
BVCS: 29+62
BVCE: 4919.01
EVCS: 31+12
EVCE: 4919.01
A.D. = 1.10
4905
4910
4915
4920
4925
4930
4905
4910
4915
4920
4925
4930
33+50 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 43+50
4917.43
4916.97
4917.15
4917.70
4918.25
4918.80
4919.35
4919.69
4919.33
4918.84
4917.57
4917.29
4917.15
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
0.55%
-0.55%
-0.35%
PVI STA = 42+73.30
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
43+50 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00
4918.49
4918.14
4917.79
4917.43
4918.57
4918.40
4918.31
4918.22
4918.05
4917.96
4917.87
4917.70
4917.61
4917.52
4917.35
4917.26
-0.35%
PVI STA = 47+56.46
PVI ELEV = 4917.24
-0.50%
0.50%
PVI STA = 52+56.46
PVI ELEV = 4918.00
135.0' VC
LOW PT ELEV = 4916.18
LOW PT STA = 48+57.92
PVI STA = 48+57.92
PVI ELEV = 4916.01
BVCS: 47+90.42
BVCE: 4916.34
EVCS: 49+25.42
EVCE: 4916.34
A.D. = 1.00
K = 135.00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
FUTURE
GRADE
TIE TO
EXISTING
/ / / / / / / /
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X
X
X
X
X X X X X X X
X
X X X
X
X
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
CONNECT TO EXISTING
STA.=10+00.00
OFFSET=12.531
STA.=10+00.00
OFFSET=-16.628
STA.=13+89.97
OFFSET=-24.751
BEGIN TAPER
STA.=10+00.00
OFFSET=20.574
STA.=10+90.94
OFFSET=-18.522
STA.=11+90.90
OFFSET=-20.604
STA.=12+48.94
OFFSET=-21.813
STA.=10+71.28
/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
X
X
X X
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
STA.=15+24.73
OFFSET=-26.000
STA.=15+58.73
OFFSET=-26.000
PROPOSED 68'
EOP-EOP
140' ROW
8' SIDEWALK
EXISTING 10' TRAIL
STA. = 17+16.77
MAIN STREET
STA. = 42+73.30
PROSPECT ROAD
R25'
PROPOSED
54' EOP-EOP
STA.=15+80.68
OFFSET=-26.000
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X X X
X
X
X
X
X
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
X
8' SIDEWALK
120' ROW
CONNECT TO EXISTING
STA.=33+16.84
OFFSET=-14.866
STA.=30+82.81
OFFSET=-25.245
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
X
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
CONNECT TO EXISTING
STA.=35+05.15
OFFSET=22.541
EXISTING
CULVERT
PROPOSED
SAWCUT
MAIN STREET
SERRATOGA
FALLS PARKWAY
KITCHELL WAY
TRACT B
SERRATOGA FALLS 2ND FILING
DUNN, RICHARD L/CAROL B
5021 KITCHELL WAY
EXISTING 120' ROW
EXISTING ± 37'
EOP-EOP
4915
4920
4925
4930
4935
4940
4915
4920
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
T S
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
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/ / / / / / / /
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/ / / / / / / / / / / / / / / /
T S
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
A A
12' LEFT TURN LANE
11' TRAVEL LANE
12' TRAVEL LANE
54'
FL-EOP
87.5'
ROW
6' BIKE LANE
8' BIKE LANE
PROSPECT ROAD
MCLAUGHLIN LANE
EXISTING
EDGE OF ASPHALT
2' SHOULDER
L
PROPOSED
BARRICADES
15' UTILITY EASEMENT
30" VERTICAL
CURB & GUTTER
8' SIDEWALK
EDGE OF
PAVEMENT
STA.=8+54.26
OFFSET=9'
BEGIN 4
STA.=9+24.27
OFFSET=1'
CONTINUE 7
STA.=9+24.57
OFFSET=13'
BEGIN 6
STA.=13+49.01
OFFSET=32'
BEGIN 9
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
T S
/ / / / / / / /
A
A
A
B
B
A
12' LEFT TURN LANE A
11' TRAVEL LANE
9' BIKE LANE
12' RIGHT TURN LANE
12' TRAVEL LANE
8' BIKE LANE 11' TRAVEL LANE
12' LEFT TURN LANE
12' TRAVEL LANE
6' BIKE LANE
72'
FL-FL
97.5'
ROW
PROSPECT ROAD
MEADOWAIRE
DRIVE
CARRIAGE
ROAD
B
B
H
L
L
5' BIKE LANE
12' RIGHT TURN LANE
L
L
15' UTILITY EASEMENT
8' SIDEWALK
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
STA.=30+72.26
OFFSET=22'
BEGIN 4
STA.=30+72.26
OFFSET=33'
BEGIN 1
STA.=30+72.26
OFFSET=42'
BEGIN 4
STA.=32+77.26
OFFSET=42'
BEGIN 3
END 4
STA.=32+77.26
OFFSET=33'
BEGIN 6
END 1
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/ / / / / / / /
C.O.
B
L
13' TRAVEL LANE A A
13' TRAVEL LANE
12' RIGHT TURN LANE
12' LEFT TURN LANE
A
6' BIKE LANE
6' BIKE LANE
66'
EOP-EOP 140'
ROW 16' LEFT TURN LANE
13' TRAVEL LANE
13' TRAVEL LANE
X
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
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
WHITE ERIC S.
CW SUBTRUST
1100 SE FRONTAGE RD
POUDRE SCHOOL
DISTRICT
12' LEFT TURN LANE
11' TRAVEL LANE
11' TRAVEL LANE
8' BIKE LANE
12' RIGHT TURN LANE
11' TRAVEL LANE
11' TRAVEL LANE
5' BIKE LANE w/ 3' BUFFER
12' LEFT TURN LANE
11' TRAVEL LANE
11' TRAVEL LANE
5' BIKE LANE w/ 3' BUFFER
11' TRAVEL LANE
11' TRAVEL LANE
5' BIKE LANE w/ 3' BUFFER
16' MEDIAN/CENTER LANE
11' TRAVEL LANE
11' TRAVEL LANE
5' BIKE LANE w/ 3' BUFFER
11' TRAVEL LANE
11' TRAVEL LANE
5' BIKE LANE w/ 3' BUFFER
8' ATTACHED WALK
8' DETACHED WALK
X
X
X
TELE
G
/ / / / / / / /
/ / / / / / / /
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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
12' LEFT TURN LANE
11' TRAVEL LANE
11' RIGHT TURN LANE
8' BIKE LANE
11' TRAVEL LANE
11' TRAVEL LANE
5' BIKE LANE w/ 3' BUFFER
12' LEFT TURN LANE
11' TRAVEL LANE
11' TRAVEL LANE
8' BIKE LANE
12' RIGHT TURN LANE
11' TRAVEL LANE
11' TRAVEL LANE
5' BIKE LANE w/ 3' BUFFER
8' ATTACHED WALK
8' DETACHED WALK
10' PARKWAY
EXISTING ROW
FUTURE ROW
FUTURE ROW EXISTING ROW
7
A
A 9
12
9 A
A
B
B
H
B
A
K
M
TELE
TELE
T
X
X
X
X
X X
X X
X
X X
X
X
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
T
T
T
/ / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
X
X X X
X X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
8' SIDEWALK
10' CROSS PAN
PROPOSED 30"
CURB & GUTTER
PROPOSED EDGE
OF ASPHALT
R30'
R30'
87.54' ROW
PROPOSED
54' FL-EOP
PROSPECT ROAD
MCLAUGHLIN
LANE
15' UTILITY
EASEMENT
PROPOSED
BARRICADES
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
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ /
8' SIDEWALK
PROPOSED 30"
CURB & GUTTER
PROPOSED EDGE
OF ASPHALT
R30'
107.5' ROW
PROPOSED
66' FL-EOP
107.5' ROW
PROPOSED
54' FL-EOP
PROSPECT ROAD
PROPOSED 4'
SIDEWALK CULVERT
15' UTILITY
EASEMENT
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
12'x6' RCBC
(TRIC)
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
EKBLAD LARRY R/LINDA M
4725 E PROSPECT RD
CENTER
LINE
17+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
X
X
X X X
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
8' SIDEWALK
8' SIDEWALK
10' CROSS PAN
PROPOSED 30"
CURB & GUTTER
15' UTILITY
EASEMENT
R25'
R25'
107.5' ROW
PROPOSED
54' FL-EOP
97.5' ROW
PROPOSED
54' FL-EOP
97.5' ROW
PROPOSED
66' FL-EOP
PROSPECT ROAD
MEADOWAIRE
DRIVE
PROPOSED 4'
SIDEWALK
CULVERT
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
12'x6' RCBC
(TRIC)
NICHOLS LIVING TRUST
1601 MEADOWAIRE DR
EKBLAD LARRY R/LINDA M
4725 E PROSPECT RD
SPLITTGERBER RICHARD
P/MEREDITH JEAN
1600 MEADOWAIRE DR
CENTER
LINE
X X X
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
PROPOSED 30"
CURB & GUTTER PROPOSED 30"
CURB & GUTTER
PROPOSED EDGE
PROPOSED EDGE OF ASPHALT
OF ASPHALT
8' SIDEWALK 8' SIDEWALK
15' UTILITY
EASEMENT
15' UTILITY
EASEMENT
97.5' ROW
PROSPECT ROAD
CARRIAGE ROAD
PROSPECT ROAD
PROPOSED 4'
SIDEWALK CULVERT
32+50
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
12'x6' RCBC
(TRIC)
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
4:1
4:1
5:1
CENTER
LINE
33+00
4910
4912
4916
4920
4910
4912
/ / / / / / / / / / / / / / / / / / / / / / / /
T
TELE
/ / / / / / / /
/ / / / / / / /
G G
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROPOSED EDGE
OF ASPHALT
PROPOSED EDGE
OF ASPHALT
PROPOSED EDGE
OF ASPHALT
PROPOSED EDGE
OF ASPHALT
8' SIDEWALK
15' UTILITY
EASEMENT
118' ROW
PROSPECT ROAD
PROSPECT ROAD
MAIN STREET
SEE SHEETS XS6-XS9
MAIN STREET
SEE SHEETS XS6-XS9
R25'
R25'
R25'
R25'
EXISTING ±24.44'
EOP-EOP
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
EXISTING 10' TRAIL
M
X
X X
X X X X X X X
X
X X
X X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
G G
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
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
R25'
R25'
R25' R25'
CENTER
LINE
18+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
18+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
19+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
19+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
20+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
24+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
24+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
25+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
25+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
26+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
30+00
4914
4916
4920
4924
4914
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
30+50
4914
4916
4920
4924
4914
4916
4920
4924
-40 -20 0 20 40 60
CENTER
LINE
31+00
4916
4920
4924
4928
4916
4920
4924
4928
-40 -20 0 20 40 60
CENTER
LINE
31+50
4916
4920
4924
4928
4916
4920
4924
4928
-40 -20 0 20 40 60
CENTER
LINE
32+00
4916
4920
4924
4928
4916
4920
4924
4928
-40 -20 0 20 40 60
X
X X
X X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
8' SIDEWALK
PROSPECT ROAD
15' UTILITY
EASEMENT
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
JIRON JACKLYN E
4525 E PROSPECT RD
WHITE ERIC S.
CW SUBTRUST
1100 SE FRONTAGE RD
SIGNORELLI JACKLYN C
4529 E PROSPECT RD
GRAY VAL/DELORES K
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
PROPOSED 30"
CURB & GUTTER
ULTIMATE 8' SIDEWALK
ULTIMATE 107.5' ROW
ULTIMATE 76'
FL-FL
ULTIMATE 8' SIDEWALK
ULTIMATE 30"
CURB & GUTTER
ULTIMATE 30"
CURB & GUTTER
ULTIMATE
STRIPING (TYP.)
CENTER
LINE
9+00
4906
4908
4912
4916
4906
X
X X
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
8' SIDEWALK
R30'
R30'
107.5' ROW
PROSPECT ROAD
MCLAUGHLIN
LANE
15' UTILITY
EASEMENT
14+50
15+00
15+50
16+00
16+50
17+00
17+50
18+00
18+50
19+00
19+50
20+00
20+50
21+00
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
SIGNORELLI JACKLYN C
4529 E PROSPECT RD
POUDRE SCHOOL
DISTRICT
PROPOSED 4'
SIDEWALK CULVERT
12'x6' RCBC
(TRIC)
ULTIMATE 88'
FL-FL
ULTIMATE 8' SIDEWALK
PROPOSED 30"
CURB & GUTTER
ULTIMATE 30"
CURB & GUTTER
ULTIMATE
STRIPING (TYP.)
CENTER
LINE
15+00
4910
4912
4916
4920
4910
4912
107.5' ROW
15' UTILITY
EASEMENT
20+50
21+00
21+50
22+00
22+50
23+00
23+50
24+00
24+50
25+00
25+50
26+00
26+50
27+00
EKBLAD LARRY R/LINDA M
4725 E PROSPECT RD
PROPOSED 4'
SIDEWALK
CULVERT
12'x6' RCBC
(TRIC)
ULTIMATE 76'
FL-FL
ULTIMATE 8' SIDEWALK
ULTIMATE 30"
CURB & GUTTER
ULTIMATE
STRIPING (TYP.)
PROPOSED 30"
CURB & GUTTER
8' SIDEWALK
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
CENTER
LINE
21+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
21+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
X
X
X X X
8' SIDEWALK
15' UTILITY 8' SIDEWALK
EASEMENT
R25'
R25'
PROSPECT ROAD
MEADOWAIRE
DRIVE
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
NICHOLS LIVING TRUST
1601 MEADOWAIRE DR
SPLITTGERBER RICHARD
P/MEREDITH JEAN
1600 MEADOWAIRE DR
POUDRE SCHOOL
DISTRICT
10' CROSS PAN
PROPOSED 30"
CURB & GUTTER
12'x6' RCBC
(TRIC)
ULTIMATE 107.5' ROW
ULTIMATE 76'
FL-FL
ULTIMATE 8' SIDEWALK
ULTIMATE 30"
CURB & GUTTER
ULTIMATE
STRIPING (TYP.)
ULTIMATE 107.5' ROW
ULTIMATE 88'
FL-FL
ULTIMATE 8' SIDEWALK
ULTIMATE 30"
CURB & GUTTER
CENTER
LINE
30+50
4910
4912
4916
4920
4910
4912
X X
8' SIDEWALK
15' UTILITY
EASEMENT
CARRIAGE ROAD
PROSPECT ROAD
32+50
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
RYAN JEFFREY L/SYBIL A
1601 CARRIAGE RD
KNIEVEL JANET A
5001 E PROSPECT RD
POUDRE SCHOOL
DISTRICT
PROPOSED 30"
CURB & GUTTER
PROPOSED 4'
SIDEWALK CULVERT
POUDRE SCHOOL
DISTRICT
ULTIMATE 107.5' ROW
ULTIMATE 76'
FL-FL
ULTIMATE 8' SIDEWALK
ULTIMATE 30"
CURB & GUTTER
ULTIMATE
STRIPING (TYP.)
ULTIMATE 30"
CURB & GUTTER
ULTIMATE 107.5' ROW
ULTIMATE 76'
FL-FL
ULTIMATE 8' SIDEWALK
CENTER
LINE
33+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
TELE
G G
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
8' SIDEWALK
15' UTILITY
EASEMENT
PROSPECT ROAD
MAIN STREET
R25'
R25'
R25'
R25'
39+00
39+50
40+00
40+50
41+00
41+50
42+00
42+50
43+00
EXISTING 10' TRAIL
LACY KEITH W JR
1601 S COUNTY ROAD 5
ULTIMATE EDGE
OF ASPHALT
12'x6' RCBC
(TRIC)
POUDRE SCHOOL
DISTRICT
ULTIMATE 107.5' ROW
ULTIMATE 76'
FL-FL
ULTIMATE 8' SIDEWALK
ULTIMATE 30"
CURB & GUTTER
ULTIMATE
STRIPING (TYP.)
PROPOSED 30"
CURB & GUTTER
CENTER
LINE
39+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
E
E
E
E
E
E
E E
E
E E E
E
TELE
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
T S
T S
T S
T S
SIGNAL CABINET
PEDESTRIAN
BUTTON POLE
PEDESTRIAN
BUTTON POLE
PEDESTRIAN
BUTTON POLE
PEDESTRIAN
BUTTON POLE
55' SIGNAL POLE
55' SIGNAL POLE
55' SIGNAL POLE
45' SIGNAL POLE
42" Ø SIGNAL
CAISSON
36" Ø SIGNAL
CAISSON
42" Ø SIGNAL
CAISSON
42" Ø SIGNAL
CAISSON
LACY KEITH W JR
1601 S COUNTY ROAD 5
TRACT C
SERRATOGA FALLS 2ND FILING
PROSPECT ROAD
MAIN STREET
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
PROPOSED
ELECTRIC
E
E E E
E E E E E
ELCO WATER DISTRICT
DETAIL:
DRAWN: DATE:
A A
100 BEDDING REQUIREMENTS AIR RELIEF/VACUUM VALVE THRUST RESTRAINT THRUST BLOCKS
TRACE WIRE TERMINAL BOX TRENCH REQUIREMENTS
ELCO WATER DISTRICT
DETAIL: TYPICAL THRUST RESTRAINT DRAWN: REM DATE: 8/00
SPECIFICATION: 02713
Swivel tee Anchor coupling
Valve
Valve
Concrete thrust block-
See Typical Thrust Blocks Detail
Water main
NOTE: IN-LINE VALVES DO NOT REQUIRE ANCHOR
COUPLING RESTRAINT
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
MIN. THRUST
AREA
CASE A
MIN. THRUST
AREA
CASE B
AREA
MIN. THRUST
MIN. THRUST
AREA
CASE C CASE D
TYPICAL THRUST BLOCKS RKB 7/92
MIN. THRUST
NOTE:
1: ALL CONCRETE SHALL BE POURED AGAINST
UNDISTURBED EARTH.
2: THRUST BLOCKS SHALL BE USED FOR ALL
_ BENDS > 11 1/4 ° & ALL PLUGS.
3: ALL FITTINGS & PLUGS MUST BE WRAPPED
WITH POLYETHYLENE TO PREVENT CONCRETE
FROM ADHERING TO THE BOLTS OR PIPE.
SPECIFICATION: 02713 & 03300
ELCO WATER DISTRICT
DETAIL:
TRACE WIRE TERMINAL BOX DETAIL DRAWN: DLS DATE: 10/98
SPECIFICATION 02622
WATER
DROP LID - TOP VIEW
DROP LID - SIDE VIEW
TOP - SIDE VIEW
BOX AND LID DETAIL
NOT TO SCALE
Box installed to grade -
to either rigt or left
of all new fire hydrant
assemblies
Trace wire, 12-guage
insulated stranded copper
Clean 3/4 inch rock
French drain well
INSTALLATION DETAIL
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
GATE VALVE
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
3-PIECE VALVE BOX
GATE VALVE (AWWA C500)
WATER LINE
MECHANICAL JOINT
GATE VALVE DETAIL
BUTTERFLY VALVE
(AWWA C504)
VALVE BOX
WATER LINE
BUTTERFLY VALVE DETAIL
WATER LINE
MECHANICAL JOINT
A A
A-A
VALVE DETAIL DLS
NOTE: ALL VALVES OPEN LEFT
MECHANICAL JOINT
VALVE BOX SHALL BE SCREWED
DOWN 6" & BURIED BELOW
GRADE IF INSTALLED IN A
NON-PAVED ROADWAY
TRACER WIRE TAPED
TO TOP OF PIPE
"WATER" CAST IN TOP
OF VALVE BOX COVER
2" OPERATING NUT
OPEN LEFT
4'-0" MIN. 4'-0" MIN.
BACKFILL TO BE HANDPLACED
AND COMPACTED
TOP OF VALVE BOX SHALL
BE SET 1/8"-1/2" BELOW
SURROUNDING ASPHALT
6"
2/00
SPECIFICATION 02641
ELCO WATER DISTRICT
DETAIL:
DRAWN: DATE:
NOTE:
CASING CHOCKS TO BE POWERSEAL MODEL 4810
(STANDARD CONFIGURATION) OR EQUAL.
MANUFACTURER:
POWERSEAL PIPELINE PRODUCTS CORP.
P.O. BOX 2014
WICHITA FALLS, TX. 76307
(800) 433-0932
CASING
CARRIER PIPE
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
307 Z-CUT DETAIL
NOTE:
1. TO BE USED AT ALL PAVEMENT EXPANSIONS AND CONTINUATIONS
2. MILL SAW CUT LINE PRIOR TO CUTTING.
MILL PAVEMENT MIN 2"
SAW CUT LINE.
CUT TO CLEAN EDGE.
EX DEPTH PLUS 2"
UP TO 8".
THEN EX DEPTH.
MAX 30°
EXISTING PAVEMENT
NEW PAVEMENT
303 SIGN POST
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 53
D3
SITE DETAILS
46
300 CURB AND GUTTER
8'
DOWELL IF
JOINTS
A TOOL JOINT
A
JOINTS (TYP.)
CONTROL
PARALLEL
STREET
CLASSIFICATION
LOVELAND
DEPTH OF INVERT
W
WIDTH
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT ROAD
MAIN STREET -
COUNTY ROAD 5
18.93
18.75
18.61
18.52
18.48
18.48
18.53
18.62
18.86
18.52
18.22
18.09
18.05
18.05
18.10
18.20
18.79
18.37
17.92
17.86
17.56
17.19
15.70
15.81
18.72
18.15
18.65
18.09
18.58
18.03
18.51
17.98
18.44
17.92
18.37
17.86
18.30
17.80
500 STORMWATER BEDDING REQUIREMENTS
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 53
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
D5
DRAINAGE DETAILS
48
502 CONCRETE END SECTIONS
E
C B
E
E
C
D
PLAN
BACK OF CURB
EDGE OF STREET
5
8" GALV. STEEL PLATE
2
1
2
1
3"x2"x3
8" GALV. ANGLE
SEE DETAIL 1
#4@12"
O.C.
#4@12"
O.C.
#4@12"
O.C.
3"x2"x3
8"
GALV. ANGLE
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PROSPECT ROAD
MCLAUGHLIN
LANE
SF SF SF SF SF
SF SF
SF SF SF SF SF SF
SF SF
SF
SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF SF SF SF SF SF SF
SF
SF SF SF
SF
SF SF SF SF SF
SF SF
SF
15' UTILITY EASEMENT
8' SIDEWALK
81' DITCH
EASEMENT
STORM DRAIN
12'x6' RCBC (TRIC)
SEE CONSTRUCTION PLANS FOR
TIMNATH RESERVOIR INLET CANAL
DATED DECEMBER 19, 2019
30' BOXELDER
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CARRIAGE ROAD
SF
SF SF
SF
SF
SF
SF
SF
SF
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SF SF
SF SF
SF SF
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SF SF
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SF SF
SF SF
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WD WD
SF
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SF SF
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SF SF SF SF
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SF
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MAIN STREET
SF
SF
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SF SF SF
SF
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SF SF
SF
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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 53
EC4
EROSION CONTROL DETAILS
52
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
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e.
RIVER ROCK AND COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC
GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL
LOADS AND CAUSE LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF
THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS
NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING
DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR
OTHERWISE STABILIZED.
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 53
EC5
EROSION CONTROL DETAILS
53
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
008 009 010 MULCHING 011
SURFACE ROUGHENING
NATIVE GRASS SEED MIX:
Species Preferred Varieties
Seeded Rate
(lbs. per acre,
drilled)
PLS
Seeded/acre
Leymus Cinereus Great Basin Wilrye Mangar 3 285,000
Nassella Viridula Green Needlegrass Lodorm 2 362,000
Chnatherum Hymenoides Indian Ricegrass Paloma, Nezpar 1 188,000
Elymus Trachycaulus Slender Wheatgrass Primar, Revenue 2 320,000
Elymus Lanceolatus Thickspike Wheatgrass Critana 3 580,500
Pascopyrum Smithii Western Wheatgrass Arriba, Barton 4 504,000
Totals 15 2,239,500
012 NATIVE GRASS SEED MIX
SURFACE ROUGHENING MULCHING
MU
MAINTENANCE NOTES:
1.
2.
3.
CONSTRUCTION FENCE, TYP., TO DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
R=5'
20' MIN.
3" - 6" ROCK
NO MATERIALS INCLUDING 2x4'S, PIPES,
DIRT, GRAVEL OR ASPHALT, SHALL BE
PLACED IN GUTTER TO FACILITATE
MOUNTING CURB; HOWEVER, CURB MAY BE
CUT DOWN TO A HEIGHT OF 2" OR HIGHER
FOR EASIER ACCESS AND REPLACED AT
PROJECT COMPLETION. OTHER ACCESS
DEVICES MAY BE USED AS ACCEPTED BY
THE CITY.
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
VTC
IP
001 CONCRETE WASHOUT AREA
003 ROCK SOCK DETAIL 004 VEHICLE TRACKING CONTROL PAD
007 CURB INLET PROTECTION
ROCK SOCK SECTION ROCK SOCK PLAN
ROCK SOCK JOINTING
ROCK SOCK INSTALLATION NOTES
1. SEE PLAN VIEW FOR:
- LOCATION (S) OF ROCK SOCKS.
2. CRUSHED ROCK SHALL BE 11
2" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH
GRADATION SHOWN ON THIS SHEET (11
2" MINUS).
3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF
1
2", RECOMMENDED MINIMUM ROLL WIDTH OF 48".
4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2"
CENTERS ON ENDS OF SOCKS.
5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE
ROCK ENCLOSURE.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
3/4" 0-15
3/8" 0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
WIRE ENCLOSED 1 1/2"
WASHED ROCK
2'
RS
002 005 SILT FENCE/PERIMETER PROTECTION
SWALE WATTLE DIKE
NOTES
1. CONCRETE WASHOUT AREA SHALL BE
INSTALLED PRIOR TO ANY CONCRETE
PLACEMENT ON SITE.
2. VEHICLE TRACKING CONTROL IS REQUIRED IF
ACCESS TO CONCRETE WASHOUT AREA IS OFF
PAVEMENT.
3. SIGNS SHALL BE PLACED AT THE
CONSTRUCTION ENTRANCE, AT THE WASHOUT
AREA, AND ELSEWHERE AS NECESSARY TO
CLEARLY INDICATE THE LOCATION OF THE
CONCRETE WASHOUT AREA TO OPERATORS
OF CONCRETE TRUCKS AND PUMP RIGS.
4. THE CONCRETE WASHOUT AREA SHALL BE
REPAIRED AND ENLARGED OR CLEANED OUT
AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
5. THE CONCRETE WASHOUT SHOULD BE
EMPTIED WHEN HALF OF TOTAL HOLDING
CAPACITY HAS BEEN REACHED.
6. AT THE END OF CONSTRUCTION, ALL
CONCRETE SHALL BE REMOVED FROM THE
SITE AND DISPOSED OF AT AN ACCEPTED
WASTE SITE.
7. WHEN THE CONCRETE WASHOUT AREA IS
REMOVED, THE DISTURBED AREA SHALL BE
SEEDED AND MULCHED OR OTHERWISE
STABILIZED IN A MANNER ACCEPTED BY THE
CITY.
8. LOCATION OF CONCRETE WASHOUT AREA IS
CONCEPTUAL ONLY. FINAL LOCATION TO BE
DETERMINED IN THE FIELD AT CONTRACTOR'S
DISCRETION.
3H:1V OR FLATTER
SIDE SLOPES
12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
12" 2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
*IMPERMEABLE LINER MAY BE NEEDED
IF GROUND WATER IS ENCOUNTERED.
POSTS
PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
POST SHALL BE JOINED AS SHOWN, THEN HAS BEEN EXAGGERATED.
ROTATED 180° IN DIRECTION SHOWN AND
DRIVEN INTO THE GROUND.
SILT FENCE JOINTS
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE
LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR
WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES,
ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE
BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY
WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE
RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY
LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
INSTALLATION NOTES:
1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND
AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT
UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED
WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS
STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY
DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
MAINTENANCE NOTES:
1.
2.
3.
4" MIN.
4" MIN.
1
1
2" x 1
1
2" WOODEN FENCE POSTS
SF
SF
RP
NOT TO SCALE
PLANTED RIPRAP INSTALLATION
006 RIPRAP DETAIL
SF
SF
SF
SF
SF
SF
WD
WD
RS
SF
SF
SF
SF
SF SF
PROSPECT ROAD
LACY KEITH W JR
1601 S COUNTY ROAD 5
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
POUDRE SCHOOL
DISTRICT
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
TRACT C
SERRATOGA FALLS 2ND FILING
STORM CULVERT D
SEE SHEET ST1
WD
WD WD
WD WD
WD
SF
SF
RP
4:1
23:1
5:1
4:1
6:1
6:1
RP RIPRAP RUNDOWN
RP RIPRAP RUNDOWN
RP RIPRAP RUNDOWN
PROPOSED
CULVERT
RP
MU MU
MU
4:1
7:1
4:1
7:1
4:1
4:1
4:1
4:1
STORM DRAIN
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X
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X
MAIN STREET
SF
SF
SF SF SF
SF
SF
SF
SF
SF
SF SF
SF SF
SF SF
SF SF
TRACT B
SERRATOGA FALLS 2ND FILING
POUDRE SCHOOL
DISTRICT
TRACT B
SERRATOGA FALLS 2ND FILING
COCHRAN, BRAD M/SANDRA J
1225 S COUNTY ROAD 5
RP
RP RP
PROPOSED
SAWCUT LINE
PROPOSED STORM
(SEE ONSITE PLANS)
PROPOSED 2'
SIDEWALK CULVERT
& RIPRAP RUNDOWN
STORM CULVERT A
SEE SHEET ST1
STORM CULVERT B
SEE SHEET ST1
STORM CULVERT C
SEE SHEET ST1 RP
RP RS
WD WD
WD
WD WD
WD WD
WD
WD
WD
WD
WD
SF SF
MU MU
MU MU MU
MU
MU MU
E 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 53
NORTH
EC3
EROSION CONTROL PLAN
MAIN STREET
51
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
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
F MAIN STREET
A B
C
E
F
D
MATCHLINE - SEE BOTTOM LEFT
MATCHLINE - SEE TOP RIGHT
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
SILT FENCE SF SF
RIPRAP w/ TURF REINFORCEMENT MAT RP
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
3. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4. REFER TO THE DRAINAGE REPORT FOR PSD MIDDLE SCHOOL HIGH SCHOOL #2
DATED MARCH 6, 2020 BY NORTHERN ENGINEERING FOR ADDITIONAL
INFORMATION.
GENERAL NOTES:
WATTLE DIKE WD
CONCRETE WASH AREA CWA
VEHICLE TRACKING CONTROL VTC
INLET PROTECTION IP
ROCK SOCK IP
PROPOSED EDGE OF PAVEMENT / / / / / / / /
SEEDING & MULCHING MU
NOTE:
ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Construction & Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Rip Rap
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Sediment Basin
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Under slope stabilization rolled products. Reseeding may be required.
EROSION CONTROL NOTES:
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs)
IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS
REQUIRED BY LOCAL AUTHORITIES.
2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR
PAVEMENT, ETC.)
8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9. CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE PERMEABLE PAVER SYSTEMS UNTIL
UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED.
10. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. WATTLES SHALL
BE PROVIDED AROUND BUILDING PAD SIDES TO ENSURE AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
11. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY,
TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.)
12. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE
FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF
WATER, WETLAND OR DRAINAGE WAY.
13. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER
INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE
WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
14. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
15. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND
MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION.
16. CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS ON-SITE.
17. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
18. DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S
EROSION CONTROL INSPECTOR.
19. CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM.
1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED
AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. CONTRACTOR SHALL
NOTIFY CITY BY EMAIL AT EROSION@FCGOV.COM OR PHONE (970)224-6015 AS THIS
PROJECT WILL NEED TO BE INSPECTED DURING CONSTRUCTION.
2. ALL REQUIRED BMPS SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY
(STOCKPILING, STRIPPING, GRADING, ETC). ALL OF REQUIRED EROSION CONTROL
MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION
SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS,
AND EROSION CONTROL REPORT.
3. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER
POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE
AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST
PRACTICAL PERIOD OF TIME.
4. 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
PERMANENTEROSION CONTROL IS 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 STORMWATER DEPARTMENT.
5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION
ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES
SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT
PROPERTIES,AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT.
6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND
REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY
14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION.
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 DRAINAGEWAY.
7. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL STOCKPILES SHALL BE
PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND
PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30 DAYS SHALL BE
SEEDED AND MULCHED.
8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY
OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT
DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR.
FORT COLLINS STANDARD
EROSION CONTROL NOTES:
SF
RS
SF
SF
SF
SF
PROSPECT ROAD
MAIN STREET
15' UTILITY EASEMENT
8' SIDEWALK
81' DITCH
EASEMENT
30' BOXELDER
SANITARY EASEMENT
STORM DRAIN
(SEE NOTE #14)
STORM DRAIN
12'x6' RCBC (TRIC)
SEE CONSTRUCTION PLANS FOR
TIMNATH RESERVOIR INLET
CANAL DATED DECEMBER 19,
2019
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED STORM
(SEE ONSITE PLANS)
4' CONCRETE PAN
(SEE ONSITE PLANS)
PROPOSED STORM
(SEE ONSITE PLANS)
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
POUDRE SCHOOL
DISTRICT
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
STORM DRAIN
RP
RIPRAP RUNDOWN
RIPRAP RUNDOWN
PROPOSED
CULVERT
RIPRAP RUNDOWN
RS RS RS
SF
SF SF
SF
SF
SF
SF
IP
RP
RS
RS
RP
RP
MU
MU
4:1
4:1
23:1
5:1
4:1
6:1
RIPRAP RUNDOWN
RP
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT ROAD
SF SF SF
SF SF
SF
SANDERS, DENNIS L/DONI D
1623 CAREFREE DR
FORT COLLINS, CO 80525
TRACT C
SERRATOGA FALLS 2ND FILING
SF
SF
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 53
NORTH
EC2
EROSION CONTROL PLAN
PROSPECT ROAD
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
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
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
A B
C
E
F
D
C
MATCH LINE - SEE SHEET EC1
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
SILT FENCE SF SF
RIPRAP w/ TURF REINFORCEMENT MAT RP
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
3. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4. REFER TO THE DRAINAGE REPORT FOR PSD MIDDLE SCHOOL HIGH SCHOOL #2
DATED MARCH 6, 2020 BY NORTHERN ENGINEERING FOR ADDITIONAL
INFORMATION.
GENERAL NOTES:
WATTLE DIKE WD
CONCRETE WASH AREA CWA
VEHICLE TRACKING CONTROL VTC
INLET PROTECTION IP
ROCK SOCK IP
PROPOSED EDGE OF PAVEMENT / / / / / / / /
SEEDING & MULCHING MU
NOTE:
ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
D PROSPECT ROAD
MATCHLINE - SEE TOP RIGHT
MATCHLINE - SEE MIDDLE LEFT
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Construction & Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Rip Rap
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Sediment Basin
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Under slope stabilization rolled products. Reseeding may be required.
EROSION CONTROL NOTES:
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs)
IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS
REQUIRED BY LOCAL AUTHORITIES.
2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR
PAVEMENT, ETC.)
8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9. CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE PERMEABLE PAVER SYSTEMS UNTIL
UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED.
10. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. WATTLES SHALL
BE PROVIDED AROUND BUILDING PAD SIDES TO ENSURE AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
11. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY,
TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.)
12. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE
FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF
WATER, WETLAND OR DRAINAGE WAY.
13. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER
INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE
WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
14. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
15. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND
MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION.
16. CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS ON-SITE.
17. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
18. DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S
EROSION CONTROL INSPECTOR.
19. CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM.
1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED
AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. CONTRACTOR SHALL
NOTIFY CITY BY EMAIL AT EROSION@FCGOV.COM OR PHONE (970)224-6015 AS THIS
PROJECT WILL NEED TO BE INSPECTED DURING CONSTRUCTION.
2. ALL REQUIRED BMPS SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY
(STOCKPILING, STRIPPING, GRADING, ETC). ALL OF REQUIRED EROSION CONTROL
MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION
SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS,
AND EROSION CONTROL REPORT.
3. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER
POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE
AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST
PRACTICAL PERIOD OF TIME.
4. 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
PERMANENTEROSION CONTROL IS 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 STORMWATER DEPARTMENT.
5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION
ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES
SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT
PROPERTIES,AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT.
6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND
REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY
14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION.
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 DRAINAGEWAY.
7. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL STOCKPILES SHALL BE
PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND
PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30 DAYS SHALL BE
SEEDED AND MULCHED.
8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY
OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT
DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR.
FORT COLLINS STANDARD
EROSION CONTROL NOTES:
SANITARY EASEMENT
4 SIDEWALK
CULVERT
PROPOSED STORM
(SEE ONSITE PLANS)
4' CONCRETE PAN
(SEE ONSITE PLANS)
JIRON JACKLYN E
4525 E PROSPECT RD
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
WHITE ERIC S.
CW SUBTRUST
1100 SE FRONTAGE RD
SIGNORELLI JACKLYN C
4529 E PROSPECT RD
GRAY VAL/DELORES K
4517 E PROSPECT RD
ALVAREZ ALBERTO
4509 E PROSPECT RD
POUDRE R-1 SCHOOL DISTRICT
2407 LAPORTE AVE
POUDRE SCHOOL
DISTRICT
RIPRAP RUNDOWN
SF
RS RS RS
RS
SF
SF
SF
SF SF
SF
SF
SF
SF
IP
CWA
VTC
RS
RP
RP
4:1
4:1
4:1
4:1
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
X
X
X
MEADOWAIRE
DRIVE
SF
SF
SF
SF SF SF SF SF
SF SF SF SF SF
SF
SF
SF
SF SF SF SF
SF
SF
SF
SF SF
SF SF SF SF
SF
SF SF SF SF SF SF
SF SF
SF
SF
SF SF SF
SF
SF
SF SF SF SF SF SF
PROSPECT ROAD
15' UTILITY EASEMENT
8' SIDEWALK
81' DITCH
EASEMENT
30' BOXELDER
SANITARY EASEMENT
STORM DRAIN
12'x6' RCBC (TRIC)
SEE CONSTRUCTION PLANS FOR
TIMNATH RESERVOIR INLET CANAL
DATED DECEMBER 19, 2019
4' SIDEWALK
CULVERT
PROPOSED STORM
(SEE ONSITE PLANS)
4' CONCRETE PAN
(SEE ONSITE PLANS)
PROPOSED STORM
(SEE ONSITE PLANS)
NICHOLS LIVING TRUST
EKBLAD LARRY R/LINDA M 1601 MEADOWAIRE DR
4725 E PROSPECT RD
SPLITTGERBER RICHARD P/MEREDITH JEAN
1600 MEADOWAIRE DR
POUDRE SCHOOL
DISTRICT
RS
RS RS RS
RS
SF
SF
SF
SF
SF SF SF
IP
4:1
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 53
NORTH
EC1
EROSION CONTROL PLAN
PROSPECT ROAD
49
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
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
A B
C
E
F
D
A
B
MATCHLINE - SEE MIDDLE LEFT
MATCHLINE - SEE TOP RIGHT
MATCHLINE - SEE SHEET EC2
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
SILT FENCE SF SF
RIPRAP w/ TURF REINFORCEMENT MAT RP
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
3. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4. REFER TO THE DRAINAGE REPORT FOR PSD MIDDLE SCHOOL HIGH SCHOOL #2
DATED MARCH 6, 2020 BY NORTHERN ENGINEERING FOR ADDITIONAL
INFORMATION.
GENERAL NOTES:
WATTLE DIKE WD
CONCRETE WASH AREA CWA
VEHICLE TRACKING CONTROL VTC
INLET PROTECTION IP
ROCK SOCK IP
PROPOSED EDGE OF PAVEMENT / / / / / / / /
SEEDING & MULCHING MU
NOTE:
ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Construction & Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Rip Rap
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Sediment Basin
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Under slope stabilization rolled products. Reseeding may be required.
EROSION CONTROL NOTES:
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs)
IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS
REQUIRED BY LOCAL AUTHORITIES.
2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR
PAVEMENT, ETC.)
8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9. CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE PERMEABLE PAVER SYSTEMS UNTIL
UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED.
10. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. WATTLES SHALL
BE PROVIDED AROUND BUILDING PAD SIDES TO ENSURE AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
11. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY,
TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.)
12. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE
FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF
WATER, WETLAND OR DRAINAGE WAY.
13. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER
INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE
WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
14. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
15. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND
MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION.
16. CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS ON-SITE.
17. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
18. DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S
EROSION CONTROL INSPECTOR.
19. CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM.
1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED
AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. CONTRACTOR SHALL
NOTIFY CITY BY EMAIL AT EROSION@FCGOV.COM OR PHONE (970)224-6015 AS THIS
PROJECT WILL NEED TO BE INSPECTED DURING CONSTRUCTION.
2. ALL REQUIRED BMPS SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY
(STOCKPILING, STRIPPING, GRADING, ETC). ALL OF REQUIRED EROSION CONTROL
MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION
SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS,
AND EROSION CONTROL REPORT.
3. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER
POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE
AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST
PRACTICAL PERIOD OF TIME.
4. 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
PERMANENTEROSION CONTROL IS 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 STORMWATER DEPARTMENT.
5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION
ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES
SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT
PROPERTIES,AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT.
6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND
REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY
14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION.
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 DRAINAGEWAY.
7. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL STOCKPILES SHALL BE
PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND
PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30 DAYS SHALL BE
SEEDED AND MULCHED.
8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY
OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT
DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR.
FORT COLLINS STANDARD
EROSION CONTROL NOTES:
5
8" GALV.
STEEL PLATE
#3 REBAR
ANCHOR
18 O.C.
3
8" BRASS SCREW
18 O.C. WITH
COUNTERSUNK HEAD
FLUSH WITH PLATE
6"
6"
VARIES
2'
3'
SECTION B-B
DETAIL 1
SECTION A-A
PLAN
SECTION C-C
SLOPE
VARIES
VARIES VARIES
2' DEPRESSED GUTTER
VARIES
EXPANSION
MATERIAL
5
8" GALV.
STEEL
PLATE
EDGE OF
STREET
12" R 12" R
3'-3" 2' OPENING 3'-3"
6" (TYP.)
BACK
OF
CURB
3" (TYP.)
3' (TYP.)
SIDEWALK
(TYP.)
EXTEND WALK 6" ON
BOTH SIDES OF WALK
VARIES VARIES
SLOPE
C C
B B
A
A
8'-6"
EXPANSION
MATERIAL
3
8" BRASS SCREW 18" O.C.
WITH COUNTERSINK
HEAD FLUSH WITH PLATE
2'
6"
0.5% SLOPE (MIN.)
501 METAL SIDEWALK CULVERT
FLOW DIRECTION REVISED
REVISED FLOW DIRECTION
503 GUARDRAIL
* SEE REMAINING SHEETS
FOR ADDITIONAL INFORMATION
18.23
17.74
18.16
17.68
18.73
18.52
18.36
18.53
18.10
18.29
17.85
19.16
19.21
19.24
19.24
19.20
19.14
19.04
18.93
18.81
18.70
18.71
18.55
18.61
18.65
18.65
18.62
18.56
18.47
18.37
18.32
18.25
17.76 18.42
18.14
17.58
17.58 18.04
17.63 18.04
18.09
17.72
18.18
19.61
19.66
19.68
19.68
19.64
19.57
19.48
19.37
19.26
19.15
19.04
19.21
19.26
19.28
19.27
19.24
19.17
19.08
18.97
18.82
18.72
18.67
18.28
18.25
17.86
18.88
18.93
18.95
18.94
18.90
18.83
18.74
18.63
18.47
18.42
18.17
17.79
17.88
18.08
18.27
18.04
18.24
18.18
18.11
17.98
17.92
17.85
17.78
17.72
18.18
18.08
17.96
17.93
17.89
17.89
17.94
18.03
17.60
17.93
18.26
17.71
17.72
17.92
17.91
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
400 STANDARD TEMPORARY DEAD END BARRICADES 401 SIDEWALK DETAIL
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 53
D4
SITE DETAILS
47
402 ACCESS RAMP DETAILS 403 DIRECTIONAL ACCESS RAMP DETAIL
404 INTERSECTION GRADING DETAIL NORTH
Gutter to gutter width of approach street
1/2
R11-2 (48x30)
1/4 1/4
extended by future development.
dead end on a temporary basis, and must be maintained by the Developer until the street is
These signs and barricades must be installed by the Developer at the end of all new streets that
background, front side only, paint back and edges white.
3. Use 6" wide reflectorized orange stripes on reflectorized white
2. Posts shall be 6" x 6" pressure treated, rot-resistant lumber.
1. Rails shall be nominal lumber dimension.
NOTES:
8" to 12"
8" to 12"
8" to 12"
4. Other options may be used as approved by Local Entity Engineer.
ROAD
CLOSED
ATTACHED / SIDEWALK
DOES NOT END AT BARRICADE ENDS AT BARRICADE
DETACHED OR SIDEWALK
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
Transition back of walk (typ.)
Broom finish Broom finish
*
SECTION A-A
MID-BLOCK LOCATION
(min.)
6'
1:12
Slope
(max.)
1:25** slope (max.)
Flowline
(min.)
(max.)
Slope
1:12
5'
A
Slope
1:25
(max.)
6'
Wood float finish thru ramp
Slope
1:12
Slope
1:12
CORNER LOCATION
ramp
finish thru
Wood float
Broom finish
A
(min.)
6'
1:25
(max.)
Slope
(max.)
A
A
4'
(max)
(Radius varies)
(typ.)
back of walk
Transition
2
Broom finish
6"
*
BACK OF WALK / LANDING
Curb (optional)
6"
(min.)
(min.)
6"
Walk
Curb
Gutter
NOTES:
1. * 6" Thickness applies to entire ramp area.
2. ** 1:25 Unless a landing behind ramp (then ramp can be 1:12
with 1:20 on the truncated dome warning.)
3. See CONST. DWG. 1606(a) and 1607 for Fort Collins.
4. See CONST. DWG. 1614, 1615 and 1616 for Loveland.
2'-0" 6"
Walk
Gutter
Curb
Only if needed
(min.)
6'
(min.)
or same
width as
the widest
walk
6' (max.)
walk, if needed.
ground behind the
Curb to retain
Warning Detection
Truncated Dome
at the corners of the
truncated dome warning
curb
0"
curb
6"
curb
0"
curb
6"
truncated dome warning
detection
Warning Detection
Truncated Dome
Radius = 8"
1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inches
from flow line as shown.
2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction 1 is 1:50 or
4" per foot.
3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity.
4. Wood float finish is required over the sloped surface of ramp and flares.
5. A 6" wide curb option may be poured along side of the ramp as shown if required. If curb is used it shall match
style of adjacent curb and gutter.
6. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a
maximum width of 8 feet.
7. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material
to be approved by local engineer
8. T = Concrete thickness, 6" minimum for entire ramp area.
SECTION A-A
PLAN VIEW
N.T.S.
N.T.S.
NOTES:
2' Transition (TYP.)
4' (min)
6"
2'
1:20 (max)
1:12 (max)
T, See Note 8
0" Curb
Lip of Gutter
Detectable
Warning
A
A
1/2" per ft.
1" per ft.
Flare
Curb
Flare Detectable Warning
Curb Option,
See Note 5
Curb
(TYP.) SIDEWALK
SIDEWALK
0" Curb Height,
See Section A-A
(TYP)
Standard Curb
and Gutter,
See Standard
Dwg 701 (TYP)
Pedestrian
Landing Area,
See Note 2
2' (min)
CROSS PAN
Arterial 10' 1 1/4" 1 1/2"
Collector 8' 1" 1 1/8"
Local 6' 3/4" 7/8"
d (MIN.) d (MAX.)
1 1/2"
2 1/2"
2"
DEPTH OF INVERT
FT. COLLINS
d
d
8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY.
**
**
LENGTH
(for monolithic pour)
SECTION A-A
PAVEMENT DESIGN + 1/2" FOR COLLECTOR
8" MIN. FOR RESIDENTIAL. USE CONCRETE
10' MINIMUM (ARTERIAL)
8' MINIMUM (COLLECTOR)
PLAN VIEW
6' MINIMUM (LOCAL)
COLD JOINT (See Standard Drawing 714)
AT 10' O.C.
TOOL JOINT
FOR PANS OVER 40'
CONTROL JOINT REQUIRED
CONTROL
ROADWAY WIDTH
ALL INTERSECTIONS TO
HAVE ACCESS RAMPS
NOTE:
* *
& ARTERIALS.
SIDES.
TO PAN SECTION, TYPICAL BOTH
TRANSITION FROM C & G SECTION
WALK
301 STANDARD DRIVEWAY APPROACH 302 STREET INTERSECTION CROSSPAN
6
"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
NOTES:
1. 6' wide pan for residential streets.
2. All intersections to have access ramps.
3. Standard Curb and Gutter Section, See Standard Drawing 701
4. 0" Curb Height, See Section A-A
5. All of these pedestrian improvements shall
be in ROW or a pedestrian or public access easement.
6. Detectable Warning to extend the full width of the ramp and be 2'-0"
in the direction of travel. Maximum slope in the direction of travel shall be no
more than 5.0 percent (1:20). Material to be approved by local engineer
7. T = 6" for residential and 8" for commercial.
8. Distance from back of curb to the beginning of Detectable
Warning cannot be greater than 5'-0"
TYPE III
DETACHED WALK
N.T.S.
SECTIONS A-A
CLASSIFICATION APPROACH
TYPE
Single Family 12' 24'
Commercial I, II, III, or IV
Multi Family
24' 36'
24' 36'
MINIMUM
WIDTH WIDTH
MAXIMUM
Industrial 24' 36'
I, II, III, or IV
I or II
RESIDENTIAL:
*
*
* *
*
DRIVEWAY WIDTHS
High volume driveways (Type III or IV) allowed for 350 or
greater trip ends/day.
* 30' maximum for 3 car garages.
* *No single opening shall exceed 36'. Wider driveways shall
be divided w/a median not less than 6' wide.
1/4" per ft.
1" per ft.
1:50 Slope
T
Walk
1:50 1:12
(max.)
Gutter
Parkway
Sidewalk
Detached 1:12
A
A
(max)
2'
Flare
See Note 4
See Note 3
If Concrete Driveway
Expansion Joint
See Note 6
1/4" per ft. 1" per ft.
1:12 (max.)
1" per ft.
Driveway
FL
See Note 8
I, II, III, or IV
Sidewalk
Detached
Max. Sign Panel
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
3" - 6" ABOVE GRADE
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
Anchor/Stub Post Size
CRITERIA FOR SINGLE POST
36" x 36" 2.25" x 2.25" x 3'-0"2" x 2" x 12'-0"
5. All "No Parking" signs shall be installed at 45° from Flow Line.
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
Street Curb
See Figure 16-1
SWSAMPLEAVE
2400
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND
GRADE. SIGN MOUNTED TO POST WITH 1 EACH
DRIVE RIVET WITH NYLON WASHER AGAINST SIGN
FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE
SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM
NYLON WASHERS (NYLON WASHER AGAINST SIGN
FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT
ON THE BACK SIDE OF POST.
L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH
NYLON WASHERS
* 12 Gauge
30" 8" 8"
Double Lines
Normal Width Line
4" White
4" Yellow
4" Space
4" White
Preferential lane symbol
(6' X 4') for designated
bikeways. White pavement
marking placed 65' (min) from
the projected flowline and
Projected Flowline (FL)
NO CROSSPAN
Continental bars (9' X 1.5'):
NO CROSSPAN OR EXISTING CROSSPAN
White Stop Bar (1.5' X Length)
30' Gaps
3:1 Ratio
10' Segments
4" White
Broken Line
STANDARD
NO STOP BAR SPECIFIED
STOP BAR SPECIFIED
STOP BAR SPECIFIED
EXISTING CROSSPAN
Crosspan exits (no stop bar) -- shall
No crosspan -- shall be positioned
along projected flowline.
match the edge of the pan.
Crosspan exits (stop bar specified) --
shall be positioned along projected
flowline overlapping 4' of crosspan.
1
2
3
CROSSWALK MARKINGS
FL to stop bar
14.5' Projected
14.5' Stop
Bar to FL
13'
9'
1.5'
6' Crosspan
4'
4'
4'
NOTES:
Continental crosswalk bars shall be placed
centered on each lane line & in the center of
each lane. (Lanes 5' wide or less shall not
receive a bar centered in the lane.) Both outside
Continental bars shall be centered on the curb &
gutter when possible.
If 6' crosspan exists, bars to
match pan edge to 13' from
projected FL.
Exception: The downstream bike lane line shall
terminate at the curb return.
NOTE:
All longitudinal (lane) striping shall terminate at the
continental crosswalk bars when no stop bar exists.
If a stop bar is specified, the striping shall terminate
at the stop bar.
65' (min)
centered on bike lane.
PAVEMENT MARKINGS
Projected Flowline (FL)
Broken line 4" white
10' Segments
30' Gaps
(3:1 Ratio)
Wide Lane
1.5'x9'
8" White
Line 4" white
Double Line
4" Yellow
4" Space
CROSSWALK MARKINGS:
STRIPING:
PREFERENTIAL LANE SYMBOL:
STOP LINES:
MANDATORY MOVEMENT:
1.5'x9
100' Taper (min.)
.2L
L = Turn Bay Storage Length
.4L
10'
.4L
10'
4" Ywllow
4" White Extension Line
An Engineering study should be required before crosswalk markings are installed in locations away
from traffic signals or stop signs. Continental crosswalk bars (1.5' x 9' typ.) shall be placed adjacent
to the projected flowline or abutting to existing crosspan. A bar shall be placed centered on each
lane line and in the center of each lane. Lanes 5' wide or less shall not receive a bar centered in
the lane. It is important that the markings are in alignment with the access ramps / sidewalks.
On curves:
Dotted extension of lane edge with same
as solid downstream line, 2' segments, 4'
gaps.
Mandatory movement lanes shall
use a lane-use arrow marking, the
word marking "only", another
lane-use arrow marking
(accompanied by signs). Symbols
& words are 8' of more in height --
use CDOT specification sizes.
Place stop lines (1.5' x Variable typ.)
only when inportant to indicate the
point behind which vehicles are
required to stop (more often on main
arterials) -- placement should
ordinarily be 4' in advance of and
parallel to the nearest crosswalk line
in the absence of a marked
crosswalk, the stop line should be
placed at the desired stopping point
no more than 30' or less than 4' from
the nearest edge of the intersecting
roadway.
PLS shall be used for designated
bikeways. Intersection placement
-- the symbol shall be placed
downstream to convey to turning
traffic that the bike lane exists. It
shall be placed 4" down from the
PCR & centered on the bike lane.
Frequency of placement between
blocks is a matter for Engineering
judgement.
All Longitudinal (lane) striping shall
terminate at the Continental crosswalk
bars -- except the downstream bike
lane which shall terminate at the curb
return. If a stop line is in place --
upstream stripping shall terminate at
the stop line.
Not Required with lane
lengths less than 100'.
Not Required with lane
lengths less than 100'.
8" White Line
8" White 8" White Extension Line
Extension
4" White Line
65' (min)
4'
20'
4" White Line
20'
4'
6'
Flow Line
Curb
2'
304 STANDARD PAVEMENT MARKINGS 306 TYPICAL BICYCLE LANE PAVEMENT MARKINGS
305 STANDARD PAVEMENT MARKINGS w/ TURN LANE
*DETAIL MODIFIED PER REQUEST
BY TIMNATH AND FORT COLLINS
12' x 1.5'
12'
*DETAIL MODIFIED PER REQUEST
BY TIMNATH AND FORT COLLINS
12' x 1.5'
1'
12' x 1.5'
CASING CHOCKS - 3 PER PIPE
SECTION ON 6' CENTERS
CASING
CARRIER PIPE
CASING CHOCK ASSEMBLY
CENTERLINE SECTION
END SECTION
BURIED CASING DETAIL R.K.B. 12/28/93
SEAL ENDS WITH HIGH DENSITY
RUBBER SEAL & STAINLESS
STEEL BANDS
PIPE BELL
1 " MIN
SPECIFICATION: 02224
BURIED CASING DETAIL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
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 53
D2
UTILITY DETAILS
45
200 201
NOT TO SCALE
Note: Box and lid assembly shall be cast
iron Tyler Slip-Type model 6865 (top only)
or approved equal.
REVISED: 3/06
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
TRENCH WIDTH TABLE
PVC PIPE DUCTILE IRON PIPE AC PIPE
PIPE
DIAMETER
(inches)
MAXIMUM
TRENCH WIDTH
(inches)
PIPE
DIAMETER
(inches) (inches)
TRENCH WIDTH
MAXIMUM PIPE
DIAMETER
(inches) (inches)
TRENCH WIDTH
MAXIMUM
4 28
6 30
8 32
10 34
12 36
14 38
16 40
18 42
24 46
4 28
6 30
8 32
10 34
12 36
4 28
6 32
8 32
10 36
12 36
14 42
16 42
18 44
24 48
SEE TRENCH WIDTH TABLE BELOW
PIPE
TRENCH DETAIL RKB 10/91
12" MIN.
SPECIFICATION: 02221
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
1/4 O.D. 4" MIN.
TRENCH BACKFILL
UNDISTURBED SOIL
3/4" WASHED ROCK COMPACTED
PIPE SUBGRADE
CLASS B BEDDING DETAIL
PIPE O.D.
PIPE SUBGRADE
UNDISTURBED SOIL
1/4 O.D. 4" MIN.
DO NOT USE
MECHANICAL EQUIPMENT
IN THIS ZONE
CAREFULLY COMPACTED
SELECT SOIL
MODIFIED CLASS B BEDDING DETAIL
CLASS B BEDDING DETAIL RKB 10/91
12" MIN.
CAREFULLY COMPACTED
SELECT SOIL
DO NOT USE
MECHANICAL EQUIPMENT
IN THIS ZONE
REQD WITH RCP, VCP, CIP & DIP
3/4" WASHED ROCK COMPACTED
REQD WITH PVC, RPM, STL & CMP
12" MIN.
TRENCH BACKFILL
REVISED: 5/6/94
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
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
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 53
D1
UTILITY DETAILS
44
101 102
104 105
103
E
E E
X X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
X
T S
T S
T S
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
T S
G G G G G G
E E
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
SIGNORELLI JACKLYN C
4529 E PROSPECT RD
PROSPECT ROAD
MCLAUGHLIN
LANE
PEDESTRIAN
BUTTON POLE
30' SIGNAL POLE
54" Ø SIGNAL
CAISSON
PEDESTRIAN
BUTTON POLE
55' SIGNAL POLE
42" Ø SIGNAL
CAISSON
50' SIGNAL POLE
PEDESTRIAN
BUTTON POLE
42" Ø SIGNAL
CAISSON
70' SIGNAL POLE
PROPOSED
ELECTRIC
SIGNAL CABINET
36" Ø SIGNAL
CAISSON
E
E
E
E
E
E
E E
E
E E E
E
TELE
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
T S
T S
T S
T S
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
SIGNAL CABINET
PEDESTRIAN
BUTTON POLE
PEDESTRIAN
BUTTON POLE
55' SIGNAL POLE
55' SIGNAL POLE
55' SIGNAL POLE
45' SIGNAL POLE
42" Ø SIGNAL
CAISSON
36" Ø SIGNAL
CAISSON
42" Ø SIGNAL
CAISSON
42" Ø SIGNAL
CAISSON
LACY KEITH W JR
1601 S COUNTY ROAD 5
TRACT C
SERRATOGA FALLS 2ND FILING
PROSPECT ROAD
MAIN STREET
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
PROPOSED
ELECTRIC
FUTURE
PEDESTRIAN
BUTTON POLE
FUTURE
PEDESTRIAN
BUTTON POLE
E
E E E
E E E E E
E
E E
X X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
X
T S
T S
T S
T S
G G G G G G
E E
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
SIGNORELLI JACKLYN C
4529 E PROSPECT RD
PROSPECT ROAD
MCLAUGHLIN
LANE
30' SIGNAL POLE
54" Ø SIGNAL
CAISSON
PEDESTRIAN
BUTTON POLE
55' SIGNAL POLE
42" Ø SIGNAL
CAISSON
50' SIGNAL POLE
PEDESTRIAN
BUTTON POLE
42" Ø SIGNAL
CAISSON
70' SIGNAL POLE
PROPOSED
ELECTRIC
SIGNAL CABINET
FUTURE
PEDESTRIAN
BUTTON POLE
36" Ø SIGNAL
CAISSON
KEYMAP
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 4 5 4 0 3 2 1 G
1 0 2 0 3 0 0 0 0 0 0
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 53
TS1
TRAFFIC SIGNAL LAYOUT
43
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
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
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 CONTRACTOR SHALL CONTACT TRAFFIC OPERATIONS A MINIMUM OF 6 MONTHS PRIOR TO
EXPECTED SIGNALIZATION AT (970)-416-2268.
2. THE CONTRACTOR SHALL PROVIDE FIELD SURVEY FOR IMPROVEMENTS. TRAFFIC SIGNAL
INFRASTRUCTURE LOCATIONS SHALL BE MARKED IN THE FIELD AS SHOWN ON THE PLANS. THE
EXACT LOCATION SHALL BE DETERMINED AND APPROVED IN THE FIELD BY THE CITY PRIOR TO
BEGINNING INSTALLATION.
3. PULL BOXES SHALL NOT BE INSTALLED WITHIN CONCRETE CURB ACCESS RAMPS. PULL BOXES
SHOULD NOT BE INSTALLED IN CONCRETE WALKWAYS IF ACCEPTABLE LOCATIONS OUTSIDE OF
WALKWAYS EXIST.
4. THE TRAFFIC SIGNAL OPERATION AT EXISTING SIGNALIZED INTERSECTIONS SHALL BE MAINTAINED
THROUGHOUT THE DURATION OF THE PROJECT.
5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE IN PLACE PRIOR TO THE ACTIVATION OF THE
TRAFFIC SIGNAL. ANY EXCEPTIONS SHALL BE APPROVED BY THE TRAFFIC ENGINEER.
PROPOSED STORM INLET
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
A PROSPECT ROAD & MAIN STREET
B PROSPECT ROAD & MCLAUGHLIN LANE
TRAFFIC SIGNAL CASSION T S
TRAFFIC SIGNAL CASSION
TRAFFIC SIGNAL MAST
SIGNAL CABINET
A B
A ULTIMATE PROSPECT ROAD & MAIN STREET
B ULTIMATE PROSPECT ROAD & MCLAUGHLIN LANE
CENTER
LINE
39+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
40+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
40+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
41+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
41+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
42+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
4918.1
4918.80
4918.2
4919.07
4918.4
4919.35
4918.6
4919.60
4918.8
4919.69
4919.0
4919.59
4919.2
4919.33
-2.45%
-2.20%
-2.39%
-2.20%
-2.32%
-2.20%
-2.26%
-2.20%
-2.22%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW
ULT. ROW ULT. ROW ULT. ROW ULT. ROW
ULT. ROW ULT. ROW ULT. ROW
EXISTING
GROUND
ULTIMATE
GROUND
PROPOSED
SIDEWALK
PROPOSED
CURB & GUTTER
EXISTING
GROUND
ULTIMATE
GROUND
ULTIMATE
CURB & GUTTER
ULTIMATE
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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 53
KEYMAP
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
XS15
ULTIMATE ROADWAY CROSS SECTIONS
PROSPECT ROAD
42
XS10 XS11 XS12 XS13 XS14 XS15
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
33+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
34+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
34+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
35+00
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
35+50
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
36+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
36+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
37+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
37+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
38+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
38+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
4918.1
4917.98
4917.9
4917.70
4917.7
4917.43
4917.5
4917.15
4917.3
4916.97
4917.1
4916.97
4917.2
4917.15
4917.3
4917.42
4917.5
4917.70
4917.6
4917.97
4917.8
4918.25
4917.9
4918.52
-2.07%
-2.20%
-2.15%
-2.20%
-2.24%
-2.20%
-2.35%
-2.20%
-2.61%
-2.20%
-2.62%
-2.20%
-2.44%
-2.20%
-2.51%
-2.20%
-2.57%
-2.20%
-2.63%
-2.20%
-2.58%
-2.20%
-2.51%
-2.20%
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
ULT. ROW ULT. ROW ULT. ROW ULT. ROW
ULT. ROW ULT. ROW ULT. ROW ULT. ROW
ULT. ROW ULT. ROW ULT. ROW ULT. ROW
EXISTING
GROUND
ULTIMATE
GROUND
PROPOSED
SIDEWALK
PROPOSED
CURB & GUTTER
EXISTING
GROUND
ULTIMATE
GROUND
ULTIMATE
CURB & GUTTER
ULTIMATE
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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 53
KEYMAP
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
XS14
ULTIMATE ROADWAY CROSS SECTIONS
PROSPECT ROAD
41
XS10 XS11 XS12 XS13 XS14 XS15
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
-60 -40 -20 0 20 40 60
ULT. ROW
CENTER
LINE
27+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
27+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
28+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
28+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
29+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
29+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
30+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
31+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
31+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
32+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
32+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
4918.5
4917.57
4918.6
4917.85
4918.7
4918.12
4918.8
4918.40
4918.9
4918.67
4918.9
4918.95
4918.9
4919.17
4918.8
4919.21
4918.7
4919.07
4918.7
4918.80
4918.5
4918.53
4918.3
4918.25
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.19%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.16%
-2.20%
-2.11%
-2.20%
-2.07%
-2.20%
EX. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
ULT. ROW ULT. ROW ULT. ROW
ULT. ROW ULT. ROW ULT. ROW
ULT. ROW ULT. ROW ULT. ROW ULT. ROW
EXISTING
GROUND
ULTIMATE
GROUND
PROPOSED
SIDEWALK
PROPOSED
CURB & GUTTER
EXISTING
GROUND
ULTIMATE
GROUND
ULTIMATE
CURB & GUTTER
ULTIMATE
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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 53
KEYMAP
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
XS13
ULTIMATE ROADWAY CROSS SECTIONS
PROSPECT ROAD
40
XS10 XS11 XS12 XS13 XS14 XS15
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
22+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
22+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
23+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
23+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
24+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
24+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
25+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
25+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
26+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
26+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
4918.0
4918.31
4918.4
4918.58
4918.5
4918.84
4918.4
4918.96
4918.2
4918.89
4918.1
4918.66
4918.0
4918.38
4918.0
4918.11
4918.1
4917.83
4918.2
4917.56
4918.3
4917.38
4918.4
4917.38
-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%
-2.38%
-2.20%
-2.36%
-2.20%
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
EXISTING
GROUND
ULTIMATE
GROUND
PROPOSED
SIDEWALK
PROPOSED
CURB & GUTTER
EXISTING
GROUND
ULTIMATE
GROUND
ULTIMATE
CURB & GUTTER
ULTIMATE
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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 53
KEYMAP
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
XS12
ULTIMATE ROADWAY CROSS SECTIONS
PROSPECT ROAD
39
XS10 XS11 XS12 XS13 XS14 XS15
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
-60 -40 -20 0 20 40 60
CENTER
LINE
15+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
16+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
16+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
17+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
17+50
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
18+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
18+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
19+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
19+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
20+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
20+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
4916.0
4918.04
4916.0
4918.13
4916.1
4918.04
4916.0
4917.79
4916.1
4917.52
4916.2
4917.24
4916.3
4917.05
4916.5
4917.03
4916.6
4917.21
4916.8
4917.48
4917.2
4917.76
4917.6
4918.03
-2.20%
-2.20%
-2.20%
-2.20%
2.39%
-2.20%
-2.25%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.31%
-2.20%
-2.35%
-2.20%
-2.19%
-2.20%
-2.19%
-2.20%
-2.19%
-2.20%
-2.20%
-2.20%
EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
ULT. ROW ULT. ROW ULT. ROW ULT. ROW
EXISTING
GROUND
ULTIMATE
GROUND
PROPOSED
SIDEWALK
PROPOSED
CURB & GUTTER
EXISTING
GROUND
ULTIMATE
GROUND
ULTIMATE
CURB & GUTTER
ULTIMATE
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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 53
KEYMAP
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
XS11
ULTIMATE ROADWAY CROSS SECTIONS
PROSPECT ROAD
38
XS10 XS11 XS12 XS13 XS14 XS15
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
4908
4912
4916
-60 -40 -20 0 20 40 60
CENTER
LINE
11+00
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
9+50
4906
4908
4912
4916
4906
4908
4912
4916
-60 -40 -20 0 20 40 60
CENTER
LINE
10+00
4906
4908
4912
4916
4906
4908
4912
4916
-60 -40 -20 0 20 40 60
CENTER
LINE
10+50
4906
4908
4912
4916
4906
4908
4912
4916
-60 -40 -20 0 20 40 60
CENTER
LINE
11+50
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
12+00
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
12+50
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
13+00
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
13+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
14+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
CENTER
LINE
14+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40 60
4915.1
4914.81
4915.2
4915.06
4915.3
4915.31
4915.4
4915.58
4915.5
4915.86
4915.6
4916.13
4915.6
4916.41
4915.7
4916.68
4915.7
4916.96
4915.8
4917.23
4915.9
4917.51
4915.9
4917.78
-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%
ULT. ROW
ULT. ROW
PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
ULT. ROW
ULT. ROW ULT. ROW ULT. ROW
ULT. ROW ULT. ROW ULT. ROW ULT. ROW
ULT. ROW ULT. ROW ULT. ROW ULT. ROW
EXISTING
GROUND
ULTIMATE
GROUND
PROPOSED
SIDEWALK
PROPOSED
CURB & GUTTER
EXISTING
GROUND
ULTIMATE
GROUND
ULTIMATE
CURB & GUTTER
ULTIMATE
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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 53
KEYMAP
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
XS10
ULTIMATE ROADWAY CROSS SECTIONS
PROSPECT ROAD
37
XS10 XS11 XS12 XS13 XS14 XS15
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
CENTER
LINE
32+50
4918
4920
4924
4928
4918
4920
4924
4928
-40 -20 0 20 40 60
CENTER
LINE
33+00
4918
4920
4924
4928
4918
4920
4924
4928
-40 -20 0 20 40 60
CENTER
LINE
33+50
4918
4920
4924
4928
4918
4920
4924
4928
-40 -20 0 20 40 60
CENTER
LINE
34+00
4918
4920
4924
4928
4918
4920
4924
4928
-40 -20 0 20 40 60
CENTER
LINE
34+50
4918
4920
4924
4928
4918
4920
4924
4928
-40 -20 0 20 40 60
CENTER
LINE
35+00
4918
4920
4924
4928
4918
4920
4924
4928
-20 0 20 40
-2.09%
-2.20%
-2.24%
-2.20%
-2.35%
-2.20%
4:1
-2.51%
-2.20%
4:1
-2.71%
-2.20%
4:1
-2.96%
4:1
-2.20%
4:1
-3.28%
4:1
-2.20%
4:1
-2.02%
4:1
-2.17%
4:1
-2.32%
4:1
-2.48%
4:1
4922.1
4922.44
4922.6
4922.93
4923.1
4923.38
4923.7
4923.84
4924.1
4924.29
4924.7
4924.75
4925.2
4925.7 4925.20
4927.1 4926.6 4926.1
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED
GROUND
EXISITNG
GROUND
PR. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
X X X X X X X
X
C
ONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
X
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
30+00
30+50
31+00
31+50
32+00
32+50
33+00
33+50
34+00
34+50
35+00
MAIN STREET
SERRATOGA
FALLS PARKWAY KITCHELL WAY
DUNN, RICHARD L/CAROL B
5021 KITCHELL WAY
COCHRAN, BRAD M/SANDRA J
1225 S COUNTY ROAD 5
TRACT B
SERRATOGA FALLS 2ND FILING
PROPOSED
CULVERT
PROPOSED
BARRICADE
PROPOSED
27' CL-EOP
EXISTING
120' ROW
EXISTING ±37'
EOP-EOP
(4.1%)
(1.8%)
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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 53
KEYMAP
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
XS9
ROADWAY CROSS SECTIONS
MAIN STREET
36
XS6 XS7 XS8 XS9
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
CENTER
LINE
26+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
27+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
27+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
28+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
29+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
29+50
4914
4916
4920
4924
4914
4916
4920
4924
-60 -40 -20 0 20 40 60
-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
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
-2.16%
-2.20%
4:1
-2.03%
-2.20%
-2.00%
-2.05%
-2.20%
4920.8
4920.71
4920.9
4920.47
4920.9
4920.22
4920.8
4920.10
4920.7
4920.14
4920.8
4920.34
4920.9
4920.59
4921.2
4920.84
4921.3
4921.09
4921.5
4921.34
4921.7
4921.62
4921.9
4921.99
PROPOSED
SIDEWALK PROPOSED
GROUND
EXISTING
GROUND
PROPOSED
GROUND
EXISITNG
GROUND
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
TIE INTO SERRATOGA FALLS
OFFSITE GRADING
TIE INTO SERRATOGA FALLS
OFFSITE GRADING
TIE INTO SERRATOGA FALLS
OFFSITE GRADING
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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
EXISTING 10' TRAIL
8' SIDEWALK
8' SIDEWALK
R30'
8' SIDEWALK
MAIN STREET
TRACT B
SERRATOGA FALLS 2ND FILING
POUDRE SCHOOL DISTRICT
PROPOSED
CULVERT
R30'
15' UTILITY
EASEMENT
PROPOSED STORM DRAIN
(SEE ONSITE PLANS)
PROPOSED CULVERT
(SEE ONSITE PLANS)
PROPOSED CULVERT
(SEE ONSITE PLANS)
PROPOSED
54' EOP-EOP
PROPOSED
140' ROW
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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 53
KEYMAP
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
XS8
ROADWAY CROSS SECTIONS
MAIN STREET
35
XS6 XS7 XS8 XS9
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
CENTER
LINE
20+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
21+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
21+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
22+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
22+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
23+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
CENTER
LINE
23+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40 60
-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%
4918.7
4918.48
4919.1
4918.59
4919.6
4918.84
4920.1
4919.09
4920.5
4919.34
4920.7
4919.59
4920.8
4919.84
4920.8
4920.09
4920.7
4920.34
4920.7
4920.59
4920.7
4920.80
4920.8
4920.84
TIE INTO SERRATOGA FALLS
OFFSITE GRADING
TIE INTO SERRATOGA FALLS
OFFSITE GRADING
TIE INTO SERRATOGA FALLS
OFFSITE GRADING
PROPOSED
SIDEWALK
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED
GROUND
EXISITNG
GROUND
TIE INTO SERRATOGA FALLS
OFFSITE GRADING
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
PR. ROW
EX. ROW
EX. ROW
G G
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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
8' SIDEWALK
EXISTING 10' TRAIL
R25'
R25'
R25' R25'
MAIN STREET
TRACT C
SERRATOGA FALLS 2ND FILING
1601 S COUNTY ROAD 5 POUDRE SCHOOL DISTRICT
PROSPECT ROAD
SEE SHEETS XS1-XS5
PROSPECT ROAD
SEE SHEETS XS1-XS5
PROPOSED
15' UTILITY CULVERT
EASEMENT
PROPOSED STORM DRAIN
(SEE ONSITE PLANS)
PROPOSED
GUARDRAIL
12'x6' RCBC
(TRIC) PROPOSED
68' EOP-EOP
PROPOSED
140' ROW
PROPOSED
CULVERT
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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 53
KEYMAP
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
XS7
ROADWAY CROSS SECTIONS
MAIN STREET
34
XS6 XS7 XS8 XS9
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
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
HILL SANDRA K/ANTHONY O
1739 ENCHANTMENT DR
PROSPECT ROAD
SEE SHEETS XS1-XS5
PROSPECT ROAD
SEE SHEETS XS1-XS5
PROPOSED
GUARDRAIL
12'x6' RCBC
(TRIC)
EXISTING 90'
ROW
PROPOSED 53'
EOP-EOP
EXISTING ±26'
EOP-EOP
(3.5%) (3.0%)
CENTER
LINE
10+00
4906
4908
4912
4916
4906
4908
4912
4916
-40 -20 0 20 40 60
CENTER
LINE
10+50
4906
4908
4912
4916
4906
4908
4912
4916
-40 -20 0 20 40 60
CENTER
LINE
11+00
4906
4908
4912
4916
4906
4908
4912
4916
-40 -20 0 20 40 60
CENTER
LINE
11+50
4906
4908
4912
4916
4906
4908
4912
4916
-40 -20 0 20 40 60
CENTER
LINE
12+00
4906
4908
4912
4916
4906
4908
4912
4916
-40 -20 0 20 40 60
CENTER
LINE
12+50
4906
4908
4912
4916
4906
4908
4912
4916
-40 -20 0 20 40 60
CENTER
LINE
13+00
4906
4908
4912
4916
4906
4908
4912
4916
-40 -20 0 20 40 60
CENTER
LINE
13+50
4906
4908
4912
4916
4906
4908
4912
4916
-40 -20 0 20 40 60
CENTER
LINE
14+00
4908
4912
4916
4920
4908
4912
4916
4920
-40 -20 0 20 40 60
CENTER
LINE
14+50
4908
4912
4916
4920
4908
4912
4916
4920
-40 -20 0 20 40 60
CENTER
LINE
15+00
4908
4912
4916
4920
4908
4912
4916
4920
-40 -20 0 20 40 60
CENTER
LINE
15+50
4908
4912
4916
4920
4908
4912
4916
4920
-40 -20 0 20 40 60
CENTER
LINE
16+00
4910
4912
4916
4920
4910
4912
4916
4920
-40 -20 0 20 40 60
CENTER
LINE
16+50
4910
4912
4916
4920
4910
4912
4916
4920
-40 -20 0 20 40 60
CENTER
LINE
17+00
4910
4912
4916
4920
4910
4912
4916
4920
-40 -20 0 20 40 60
CENTER
LINE
17+50
4912
4916
4920
4924
4912
4916
4920
4924
-40 -20 0 20 40 60
-2.83%
-2.00%
-2.45%
4:1
-2.20%
-2.20%
4:1
-2.20%
-2.00%
-2.20%
-2.20%
Vertical
-2.20%
-2.20%
Vertical
-2.20%
4:1
-2.20%
Vertical
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
4:1
-2.20%
-2.20%
-2.20%
-2.20%
-2.20%
4:1
-2.20%
4:1
0.49% 0.48%
0.47%
0.04%
0.00%
-0.17%
-0.-0.93% 90% -0.90%
-0.88% -0.87%
-0.71%
-0.71%
-0.41%
0.56% 0.54%
-0.40%
PROPOSED
GROUND
4913.8
4913.80
4914.1
4914.05
4914.3
4914.30
4914.5
4914.55
4914.5
4914.80
4914.5
4915.05
4914.5
4915.30
4914.6
4915.55
4915.1
4915.80
4915.7
4916.05
4916.1
4916.39
4916.6
4916.87
4917.1
4917.50
4917.6
4918.20
4918.5
4918.76
4918.0
4918.65
EXISTING
GROUND
PROPOSED
GROUND
EXISITNG
GROUND
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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 53
KEYMAP
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
XS6
ROADWAY CROSS SECTIONS
MAIN STREET
33
XS6 XS7 XS8 XS9
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
12'x6' RCBC
(TRIC)
LACY KEITH W JR
1601 S COUNTY ROAD 5
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
SANDERS, DENNIS L/DONI D
1623 CAREFREE DR
FORT COLLINS, CO 80525
(2.9%) (1.1%)
4:1
CENTER
LINE
41+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.22%
-2.01%
CENTER
LINE
41+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.20%
-2.02%
CENTER
LINE
42+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.20%
-2.02%
CENTER
LINE
42+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-1.79%
-1.98%
-0.22%
-0.23%
-0.25%
-0.26%
CENTER
LINE
43+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-1.84%
-1.87%
-0.40%
-0.-41% 0.43%
-0.45%
CENTER
LINE
43+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.50%
5.00%
-2.19%
CENTER
LINE
44+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.71%
-2.16%
4:1
CENTER
LINE
44+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.64%
-2.14%
4:1
CENTER
LINE
45+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.57%
-2.11%
4:1
CENTER
LINE
45+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.50%
4:1
-2.08%
4:1
CENTER
LINE
46+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.43%
4:1
-2.04%
4:1
CENTER
LINE
46+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.36%
4:1
-2.00%
4:1
CENTER
LINE
47+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.29%
4:1
-1.96%
4:1
CENTER
LINE
47+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.22%
4:1
-1.91%
4:1
4918.8
4919.69
4919.0
4919.59
4919.2
4919.33
4918.9
4919.06
4918.5
4918.84
4919.2
4918.66
4919.2
4918.49
4918.9
4918.31
4918.7
4918.14
4918.4
4917.96
4918.3
4917.79
4918.0
4917.61
4917.6
4917.43
4917.3
4917.26
EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW
PR. ROW PR. ROW
EX. ROW EX. ROW EX. ROW
EX. ROW
PR. ROW
EXISTING
GROUND
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED
GROUND
TIE INTO
TRIC GRADING
(SEE NOTE #6)
4:1
4:1
4:1
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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 53
KEYMAP
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
XS5
ROADWAY CROSS SECTIONS
PROSPECT ROAD
32
XS1 XS2 XS3 XS4
XS5
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
-60 -40 -20 0 20 40
-2.20%
4:1
-2.07%
CENTER
LINE
33+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
4:1
-2.15%
CENTER
LINE
34+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
4:1
-2.24%
CENTER
LINE
34+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
4:1
-2.35%
CENTER
LINE
35+00
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
4:1
-2.61%
CENTER
LINE
35+50
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
4:1
-2.62%
CENTER
LINE
36+00
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
4:1
-2.44%
CENTER
LINE
36+50
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40
-2.32%
-2.51%
CENTER
LINE
37+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.57%
-2.76%
CENTER
LINE
37+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.63%
-2.72%
CENTER
LINE
38+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.58%
-2.65%
CENTER
LINE
38+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.51%
-2.40%
CENTER
LINE
39+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.45%
-2.22%
CENTER
LINE
39+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.39%
-2.07%
CENTER
LINE
40+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.32%
-1.95%
CENTER
LINE
40+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.26%
-1.97%
4918.1
4917.98
4917.9
4917.70
4917.7
4917.43
4917.5
4917.15
4917.3
4916.97
4917.1
4916.97
4917.2
4917.15
4917.3
4917.42
4917.5
4917.70
4917.6
4917.97
4917.8
4918.25
4917.9
4918.52
4918.1
4918.80
4918.2
4919.07
4918.4
4919.35
4918.6
4919.60
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW
EX. ROW EX. ROW
EX. ROW EX. ROW
EX. ROW EX. ROW
EX. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
SIDEWALK
PROPOSED
CURB & GUTTER
EXISTING
GROUND
PROPOSED
GROUND
4:1
4:1
4:1
4:1
4:1
4:1
4:1
4:1
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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 53
KEYMAP
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
XS4
ROADWAY CROSS SECTIONS
PROSPECT ROAD
31
XS1 XS2 XS3 XS4
XS5
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
25+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
25+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
4:1
-2.20%
CENTER
LINE
26+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
4:1
-2.38%
CENTER
LINE
26+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
4:1
-2.36%
CENTER
LINE
27+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
27+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
28+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
28+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
29+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
29+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
30+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.20%
-2.20%
CENTER
LINE
30+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.20%
-2.20%
CENTER
LINE
31+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.20%
4:1
-2.20%
CENTER
LINE
31+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.20%
4:1
-2.16%
CENTER
LINE
32+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
4:1
-2.11%
CENTER
LINE
32+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
4:1
-2.07%
4918.1
4917.83
4918.2
4917.56
4918.3
4917.38
4918.4
4917.38
4918.5
4917.57
4918.6
4917.85
4918.7
4918.12
4918.8
4918.40
4918.9
4918.67
4918.9
4918.95
4918.9
4919.17
4918.8
4919.21
4918.7
4919.07
4918.7
4918.80
4918.5
4918.53
4918.3
4918.25
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
SIDEWALK
PROPOSED
CURB & GUTTER
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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 53
KEYMAP
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
XS3
ROADWAY CROSS SECTIONS
PROSPECT ROAD
30
XS1 XS2 XS3 XS4
XS5
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
17+50
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
18+00
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
4:1
-2.20%
CENTER
LINE
18+50
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
4:1
-2.20%
CENTER
LINE
19+00
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
4:1
-2.20%
CENTER
LINE
19+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
20+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
20+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
21+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
21+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
22+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
22+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
23+00
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
23+50
4912
4916
4920
4924
4912
4916
4920
4924
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
24+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
24+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
4916.1
4916.2 4917.52
4916.3
4917.05
4916.5
4917.03
4916.6
4917.21
4916.8
4917.48
4917.2
4917.76
4917.6
4918.03
4918.0
4918.31
4918.4
4918.58
4918.5
4918.84
4918.4
4918.96
4918.2
4918.89
4918.1
4918.66
4918.0
4918.38
4918.0
4918.11
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
SIDEWALK
PROPOSED
CURB & GUTTER
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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 53
KEYMAP
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
XS2
ROADWAY CROSS SECTIONS
PROSPECT ROAD
29
XS1 XS2 XS3 XS4
XS5
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
16+00
16+50
17+00
JIRON JACKLYN E
4525 E PROSPECT RD
SIGNORELLI JACKLYN C
4529 E PROSPECT RD
GRAY VAL/DELORES K
4517 E PROSPECT RD
ALVAREZ ALBERTO
4509 E PROSPECT RD
TROXELL BARBARA Y
4417 E PROSPECT RD
CENTER
LINE
11+00
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40
CENTER
LINE
9+00
4906
4908
4912
4916
4906
4908
4912
4916
-60 -40 -20 0 20 40
-3.63%
-2.71%
4:1
4:1
CENTER
LINE
9+50
4906
4908
4912
4916
4906
4908
4912
4916
-60 -40 -20 0 20 40
2.82%
-2.46%
4:1
4:1
CENTER
LINE
10+00
4906
4908
4912
4916
4906
4908
4912
4916
-60 -40 -20 0 20 40
CENTER
LINE
10+50
4906
4908
4912
4916
4906
4908
4912
4916
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
-2.20%
-2.20%
4:1
CENTER
LINE
11+50
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
2.20%
4:1
CENTER
LINE
12+00
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40
2.20%
-2.20%
4:1
CENTER
LINE
12+50
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40
2.20%
-2.20%
4:1
CENTER
LINE
13+00
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
13+50
4908
4912
4916
4920
4908
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
14+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
14+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
15+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
EX. ROW
-2.20%
-2.20%
4:1
CENTER
LINE
15+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4:1
CENTER
LINE
16+00
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
2.20%
-2.20%
CENTER
LINE
16+50
4910
4912
4916
4920
4910
4912
4916
4920
-60 -40 -20 0 20 40
-2.20%
-2.20%
4915.1
4915.10
4915.2
4915.21
4915.3
4915.31
4915.4
4915.58
4915.5
4915.86
4915.6
4916.13
4915.6
4916.41
4915.7
4916.68
4915.7
4916.96
4915.8
4917.23
4915.9
4917.51
4915.9
4917.78
4916.0
4918.04
4916.0
4918.13
4916.1
4918.04
4916.0
4917.79
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
SIDEWALK
PROPOSED
CURB & GUTTER
EXISTING
GROUND
PROPOSED
GROUND
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
PR. ROW PR. ROW PR. ROW PR. ROW
EX. ROW
EX. ROW
EX. ROW EX. ROW EX. ROW EX. ROW
EX. ROW
EX. ROW EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW EX. ROW EX. ROW
EX. ROW
4:1
4:1
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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 53
KEYMAP
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
XS1
ROADWAY CROSS SECTIONS
PROSPECT ROAD
28
XS1 XS2 XS3 XS4
XS5
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
LACY KEITH W JR
1601 S COUNTY
ROAD 5
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
12' LEFT TURN LANE
13' TRAVEL LANE
12' RIGHT TURN LANE
13' TRAVEL LANE
6' BIKE LANE
6' BIKE LANE
A
B B
A
7
8
1
1
4
7
1
K
13' TRAVEL LANE
16' LEFT TURN LANE
13' TRAVEL LANE
6' BIKE LANE
6' BIKE LANE
FUTURE ROW
EXISTING ROW
FUTURE ROW
EXISTING ROW
FUTURE ROW
EXISTING ROW
FUTURE ROW
EXISTING ROW
MAIN STREET
MAIN STREET
ULTIMATE
140' ROW
ULTIMATE
54' EOP-EOP
EXISTING
90' ROW
6
L
4
1
G
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
TRACT C
SERRATOGA FALLS 2ND FILING
POUDRE SCHOOL
DISTRICT
POUDRE SCHOOL
DISTRICT
13' TRAVEL LANE
12' RIGHT TURN LANE
12' LEFT TURN LANE
13' TRAVEL LANE 13' TRAVEL LANE
16' LEFT TURN LANE
13' TRAVEL LANE
6' BIKE LANE
6' BIKE LANE
A
B
A
3
7
1
1
7 A A
1
1
4
PROPOSED ROW
EXISTING ROW
6' BIKE LANE
6' BIKE LANE
MAIN STREET
140' ROW
54' EOP-EOP
B
K
1 L
4
4
L
L
B
X
X X X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
TRACT B
SERRATOGA FALLS 2ND FILING
COCHRAN, BRAD
M/SANDRA J
1225 S COUNTY
ROAD 5
POUDRE SCHOOL
DISTRICT
13' TRAVEL LANE
13' TRAVEL LANE
1
1
7
16' MEDIAN/CENTER LANE
6' BIKE LANE
6' BIKE LANE
FUTURE ROW
MAIN STREET
140' ROW
54' EOP-EOP
ULTIMATE 140' ROW
B L
L
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 53
KEYMAP
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
R15
SIGNAGE & STRIPING PLAN
MAIN STREET ULTIMATE
27
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
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
R13 R14
R15
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.
3. 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 AND TOWN OF TIMNATH TRAFFIC ENGINEERS PRIOR TO PERMANENT
INSTALLATION OF STRIPING AND SYMBOLS.
10 YELLOW ISLAND CROSS HATCHING
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
6" 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 12' 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' 9' 3' 9' 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 CITY OF FORT COLLINS AND TOWN OF TIMNATH ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT
COLLINS AND TOWN OF TIMNATH 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 AND TOWN OF TIMNATH RESERVE THE RIGHT TO
REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS AND TOWN OF TIMNATH DETERMINE
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' 9' 3' 9' 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
FOR REFERENCE ONLY
NOT FOR CONSTRUCTION
4
12
11 7
A
PROSPECT ROAD
MAIN STREET
ULTIMATE 107.5' ROW
ULTIMATE 76' FL-FL
10' 10'
L
3 L
6
4
1
4
L
6 L 1 4
L
L
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
PROPOSED 30" VERTICAL
CURB & GUTTER
B
B
L
B
6
A
K
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
T
T
SD SD
G
G G
P
H
PH
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
TRACT C
SERRATOGA FALLS 2ND FILING
SANDERS, DENNIS L/DONI D
1623 CAREFREE DR
B
A
7
4
7
3
1
PROSPECT ROAD
ULTIMATE 120' ROW
ULTIMATE
54' EOP-EOP
1
6
1
L
L
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 53
KEYMAP
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
R14
SIGNAGE & STRIPING PLAN
PROSPECT ROAD ULTIMATE
26
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
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
R13 R14
R15
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.
3. 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 AND TOWN OF TIMNATH TRAFFIC ENGINEERS PRIOR TO PERMANENT
INSTALLATION OF STRIPING AND SYMBOLS.
10 YELLOW ISLAND CROSS HATCHING
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
6" 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 12' 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' 9' 3' 9' 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 CITY OF FORT COLLINS AND TOWN OF TIMNATH ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT
COLLINS AND TOWN OF TIMNATH 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 AND TOWN OF TIMNATH RESERVE THE RIGHT TO
REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS AND TOWN OF TIMNATH DETERMINE
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' 9' 3' 9' 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 R13
FOR REFERENCE ONLY
NOT FOR CONSTRUCTION
10' PARKWAY
8' ATTACHED WALK
8' DETACHED WALK
10' PARKWAY
8' ATTACHED WALK
6' DETACHED WALK
10' PARKWAY
FUTURE ROW
8
12
9 A
K
A
7
9
12
PROSPECT ROAD
ULTIMATE 107.5' ROW
ULTIMATE 76' FL-FL
A
L
4
L
9
4
12
1
4
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
B
6
MH MH
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
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
NICHOLS LIVING TRUST 1601 MEADOWAIRE DR
POUDRE SCHOOL
DISTRICT
POUDRE SCHOOL
DISTRICT
16' MEDIAN/CENTER LANE
11' TRAVEL LANE
11' TRAVEL LANE
11' TRAVEL LANE
11' TRAVEL LANE
8' ATTACHED WALK
8' DETACHED WALK
10' PARKWAY
EXISTING ROW
FUTURE ROW EXISTING ROW
12
A 3 9
7 3
7
A A
PROSPECT ROAD
ULTIMATE 107.5' ROW
ULTIMATE 76' FL-FL
10'
L
4
4
1 6
4
L
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
5' BIKE LANE w/ 3' BUFFER
5' BIKE LANE w/ 3' BUFFER
B
6
L
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 53
KEYMAP
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
R13
SIGNAGE & STRIPING PLAN
PROSPECT ROAD ULTIMATE
25
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
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
R13 R14
R15
MATCH LINE - SEE MIDDLE LEFT
MATCH LINE - SEE TOP RIGHT
MATCH LINE - SEE SHEET R14
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.
3. 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 AND TOWN OF TIMNATH TRAFFIC ENGINEERS PRIOR TO PERMANENT
INSTALLATION OF STRIPING AND SYMBOLS.
10 YELLOW ISLAND CROSS HATCHING
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
6" 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 12' 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' 9' 3' 9' 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 CITY OF FORT COLLINS AND TOWN OF TIMNATH ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT
COLLINS AND TOWN OF TIMNATH 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 AND TOWN OF TIMNATH RESERVE THE RIGHT TO
REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS AND TOWN OF TIMNATH DETERMINE
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' 9' 3' 9' 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
FOR REFERENCE ONLY
NOT FOR CONSTRUCTION
6' BIKE LANE
6' BIKE LANE
140'
ROW
68'
MAIN STREET EOP-EOP
L
B B
L L
L
8' SIDEWALK
15' UTILITY EASEMENT
10' EXISTING TRAIL
STA.=19+85.64
OFFSET=39'
CONTINUE 1
STA.=21+85.64
OFFSET=21'
BEGIN 1
END 6
STA.=20+15.64
OFFSET=4'
CONTINUE 7
STA.=25+84.01
OFFSET=8'
END 7
CONTINUE 7
STA.=28+07.05
OFFSET=21'
END 1
STA.=28+19.01
OFFSET=8'
END 7
STA.=28+19.01
OFFSET=8'
END 4
STA.=28+80.06
OFFSET=8'
BEGIN 7
STA.=28+80.06
OFFSET=27'
BEGIN 4
STA.=28+97.06
OFFSET=39'
BEGIN 1
STA.=19+85.64
OFFSET=27'
BEGIN 3
END 4
STA.=19+85.64
OFFSET=21'
BEGIN 6
END 1
STA.=21+85.64
OFFSET=27'
END 3
STA.=21+57.07
OFFSET=27'
END 1
STA.=28+80.06
OFFSET=8'
BEGIN 7
STA.=28+80.06
OFFSET=21'
BEGIN 1
STA.=29+70.05
OFFSET=21'
BEGIN 6
END 1
STA.=29+70.05
OFFSET=27'
BEGIN 3
END 4
STA.=29+70.05
OFFSET=39'
CONTINUE 1
PROPOSED
STOP SIGN
TRACT C
SERRATOGA FALLS 2ND FILING
POUDRE SCHOOL
DISTRICT
POUDRE SCHOOL
DISTRICT
PROPOSED "SPEED
STA.=20+15.64 LIMIT 45" SIGN R2-1
OFFSET=8'
END 4
STA.=22+15.64
OFFSET=8'
CONTINUE 7
STA.=23+84.01
OFFSET=8'
CONTINUE 7
STA.=25+84.01
OFFSET=8'
BEGIN 4
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
12' TRAVEL LANE
13' TRAVEL LANE MAIN STREET
SERRATOGA
FALLS
PARKWAY
KITCHELL
WAY
EXISTING EDGE
OF ASPHALT
120'
ROW
STA.=34+02.81
OFFSET=8'
CONTINUE 7
END 7
STA.=37+23.11
OFFSET=4'
END 1
STA.=37+23.11
OFFSET=8'
END 7
STA.=30+42.81
OFFSET=8'
CONTINUE 7
STA.=30+33.65
OFFSET=27'
END 3
END 1
STA.=30+42.81
OFFSET=21'
BEGIN 1
END 6
STA.=34+25.67
OFFSET=4'
CONTINUE 1
PROPOSED
BARRICADE
STA.=37+23.11
OFFSET=21'
END 1
EXISTING
STOP SIGN
EXISTING
STOP SIGN
EXISTING RIGHT LANE
MUST TURN RIGHT
TRACT B
SERRATOGA FALLS 2ND FILING
DUNN, RICHARD L/CAROL B
5021 KITCHELL WAY
COCHRAN, BRAD M/SANDRA J
1225 S COUNTY ROAD 5
EXISTING ±25'
EOP-EOP
L
EXISTING RIGHT LANE
MUST TURN RIGHT
PROPOSED "BIKE
LANE" & "ENDS" SIGNS
R3-17 & R3-17b
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
T
S
T S
T S
T S
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
LACY KEITH W JR
1601 S COUNTY
ROAD 5
B
A A
12' LEFT TURN LANE
13' TRAVEL LANE
13' TRAVEL LANE
A
6' BIKE LANE
6' BIKE LANE
90'
ROW
54'
MAIN STREET EOP-EOP
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
PROSPECT
ROAD
L
L
RELOCATED TIMNATH
TOWN LIMITS SIGN
TRAFFIC
SIGNAL
TRAFFIC
SIGNAL
TRAFFIC
SIGNAL
K
K
53'
EOP-EOP
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+75.57
OFFSET=8'
END 4
STA.=16+75.57
OFFSET=21'
END 1
STA.=17+80.64
OFFSET=4'
BEGIN 7
STA.=14+50.00
OFFSET=20'
CONTINUE 1
STA.=10+00.00
OFFSET=1'
BEGIN 7
BEGIN 7
STA.=14+50.00
OFFSET=4'
CONTINUE 7
STA.=14+50.00
OFFSET=7'
CONTINUE 7
STA.=16+75.57
OFFSET=7'
END 7
STA.=16+75.57
OFFSET=4'
END 7
STA.=17+80.64
OFFSET=8'
BEGIN 7
STA.=16+59.98
OFFSET=20'
END 1
STA.=17+80.64
OFFSET=21'
BEGIN 1
STA.=17+80.64
OFFSET=21'
BEGIN 1
STA.=17+80.64
OFFSET=27'
BEGIN 4
STA.=17+80.64
OFFSET=39'
BEGIN 1
STA.=17+80.64
OFFSET=8'
BEGIN 4
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
TRAFFIC
SIGNAL
EXISTING
STRIPING
EXISTING ±25'
EOP-EOP
PROPOSED "BIKE
LANE" SIGN
R3-17
PROPOSED "BIKE
LANE" & "ENDS" SIGNS
R3-17 & R3-17b
STA.=12+50.00
OFFSET=5'
CONTINUE 7
STA.=14+50.00
OFFSET=8'
BEGIN 4
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 53
NORTH
R12
SIGNAGE & STRIPING PLAN
MAIN STREET
24
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
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
R10
R12
R11
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.
3. 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 AND TOWN OF TIMNATH TRAFFIC ENGINEERS PRIOR TO PERMANENT
INSTALLATION OF STRIPING AND SYMBOLS.
10 YELLOW ISLAND CROSS HATCHING
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
6" 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 12' 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' 9' 3' 9' 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 CITY OF FORT COLLINS AND TOWN OF TIMNATH ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT
COLLINS AND TOWN OF TIMNATH 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 AND TOWN OF TIMNATH RESERVE THE RIGHT TO
REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS AND TOWN OF TIMNATH DETERMINE
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' 9' 3' 9' 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
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
STA.=34+77.26
OFFSET=33'
BEGIN 9
END 6
STA.=42+01.61
OFFSET=21'
CONTINUE 7
STA.=42+19.47
OFFSET=10'
END 7
STA.=42+19.47
OFFSET=18'
END 4
STA.=40+14.47
OFFSET=13'
BEGIN 1
STA.=29+82.26 END 6
OFFSET=10'
END 4
STA.=30+72.26
OFFSET=2'
BEGIN 1
STA.=30+72.26
OFFSET=10'
BEGIN 4
STA.=32+78.92
OFFSET=10'
CONTINUE 4
STA.=36+24.10
OFFSET=15'
END 4
STA.=30+72.26
OFFSET=10'
BEGIN 7
STA.=32+79.20
OFFSET=9'
BEGIN 7
CONTINUE 7
STA.=33+07.26
OFFSET=10'
CONTINUE 7
STA.=40+14.47
OFFSET=18'
BEGIN 4
END 3
STA.=34+64.26
OFFSET=42'
END 3
STA.=29+82.26
OFFSET=2'
END 1
STA.=29+82.26
OFFSET=10'
END 4
STA.=29+82.26
OFFSET=22'
END 7
STA.=29+82.26
OFFSET=33'
END 9
EXISTING
"STOP" SIGN
EDGE OF
ASPHALT STA.=42+19.47
OFFSET=14'
END 1
STA.=42+19.47
OFFSET=2'
END 4
RYAN JEFFREY L/SYBIL A
1601 CARRIAGE RD
RUST 1601 MEADOWAIRE DR
SPLITTGERBER RICHARD P/MEREDITH JEAN
1600 MEADOWAIRE DR
KNIEVEL JANET A
5001 E PROSPECT RD
LACY KEITH W JR
1601 S COUNTY ROAD 5
POUDRE SCHOOL
DISTRICT
PROPOSED
"STOP" SIGN
2' SHOULDER
L
STA.=33+07.26
OFFSET=22'
END 4
STA.=35+34.00
OFFSET=8'
BEGIN 6
END 1
EXISTING
"STOP"
SIGN
STA.=32+78.92
OFFSET=2'
CONTINUE 1
STA.=36+33.98
OFFSET=11'
END 6
STA.=37+54.90
OFFSET=14'
BEGIN 6
END 1
STA.=36+98.63
OFFSET=12'
BEGIN 1
L
STA.=37+84.47
OFFSET=2'
CONTINUE 7
STA.=38+32.68
OFFSET=19'
BEGIN 3 STA.=39+84.47
OFFSET=2'
BEGIN 4
STA.=39+84.47
OFFSET=10'
CONTINUE 7 PROPOSED
"SPEED LIMIT
45" SIGN
30" VERTICAL
CURB & GUTTER
STA.=35+07.26
OFFSET=21'
CONTINUE 7
STA.=35+57.38
OFFSET=32'
BEGIN 7
STA.=42+19.47
OFFSET=32'
END 9
END 7
K
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
T S
T S
T S
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PH
PH
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
PROSPECT ROAD
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
L
STA.=47+56.46
OFFSET=12'
END 1
STA.=47+56.46
OFFSET=12'
END 1
STA.=43+13.02
OFFSET=3'
BEGIN 7
STA.=43+13.02
OFFSET=21'
BEGIN 1
STA.=47+56.46
OFFSET=0'
END 7
EXISTING TRAIL
STA.=43+13.02
OFFSET=9'
BEGIN 7
STA.=43+96.59
OFFSET=12'
CONTINUE 1
STA.=43+96.46
OFFSET=0'
CONTINUE 7
STA.=43+13.02
OFFSET=15'
BEGIN 1
TRAFFIC
SIGNAL
TRAFFIC
SIGNAL
VARIES
FL-EOP
118'
12' TRAVEL LANE ROW
12' TRAVEL LANE
5' BIKE LANE
EXISTING STOP SIGN
AHEAD SIGN
EXISTING ±25'
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
EXISTING
GUARDRAIL
PROPOSED
GUARDRAIL
K
PROPOSED "BIKE
LANE" SIGN
R3-17
PROPOSED "BIKE
LANE" & "ENDS" SIGNS
R3-17 & R3-17b
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 53
NORTH
R11
SIGNAGE & STRIPING PLAN
PROSPECT ROAD
23
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 4 5 4 0 3 2 1 G
1 0 2 0 3 0 0 0 0 0 0
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 R10
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.
3. 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 AND TOWN OF TIMNATH TRAFFIC ENGINEERS PRIOR TO PERMANENT
INSTALLATION OF STRIPING AND SYMBOLS.
10 YELLOW ISLAND CROSS HATCHING
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
6" 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 12' 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' 9' 3' 9' 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 CITY OF FORT COLLINS AND TOWN OF TIMNATH ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT
COLLINS AND TOWN OF TIMNATH 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 AND TOWN OF TIMNATH RESERVE THE RIGHT TO
REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS AND TOWN OF TIMNATH DETERMINE
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' 9' 3' 9' 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
R10
R12
R11
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
END 1
STA.=15+84.26
OFFSET=21'
END 7
STA.=15+84.26
OFFSET=3'
END 1
STA.=11+49.26
OFFSET=9'
BEGIN 3
CONTINUE 7
STA.=13+49.26
OFFSET=9'
BEGIN 4
END 3
STA.=10+89.99
OFFSET=13'
BEGIN 3
STA.=11+80.00
OFFSET=11'
CONTINUE 3
STA.=15+84.26
OFFSET=11'
END 3
STA.=13+49.26
OFFSET=22'
CONTINUE 7
STA.=8+54.26
OFFSET=2'
BEGIN 7
BEGIN 7
STA.=15+84.26
OFFSET=9'
END 4
STA.=15+84.26
OFFSET=32'
END 9
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
WHITE ERIC S.
CW SUBTRUST
1100 SE FRONTAGE RD
POUDRE SCHOOL
DISTRICT
STA.=8+54.26
OFFSET=14'
BEGIN 4
EXISTING 24'
EOP-EOP
STA.=10+25.10
OFFSET=8'
BEGIN 1
END 6
STA.=11+49.55
OFFSET=2'
CONTINUE 1
K
L
PROPOSED "BIKE
LANE" SIGN
R3-17
PROPOSED "BIKE
LANE" & "ENDS" SIGNS
R3-17 & R3-17b
K
T S
T S
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
A
B
A
107.5'
ROW
66'
FL-EOP
12' RIGHT TURN LANE
9' BIKE LANE
11' TRAVEL LANE
12' LEFT TURN LANE
12' TRAVEL LANE
8' BIKE LANE
12' LEFT TURN LANE
12' TRAVEL LANE
8' BIKE LANE
11' TRAVEL LANE
6' BIKE LANE
54'
97.5' FL-EOP
ROW
PROSPECT ROAD
107.5'
ROW
2' SHOULDER
B
A
L
L
J
L
15' UTILITY EASEMENT
8' SIDEWALK
30" VERTICAL
CURB & GUTTER
EDGE OF
PAVEMENT
TRAFFIC
SIGNAL
STA.=16+74.26
OFFSET=22'
BEGIN 4
STA.=16+74.26
OFFSET=10'
BEGIN 7
STA.=18+79.26
OFFSET=42'
BEGIN 3
END 4
STA.=18+79.26
OFFSET=33'
BEGIN 6
END 1
STA.=20+79.26
OFFSET=42'
END 3
STA.=20+79.26
OFFSET=33'
BEGIN 9
END 6
STA.=27+47.26
OFFSET=22'
END 7
CONTINUE 7
STA.=16+74.26
OFFSET=2'
BEGIN 1
STA.=16+74.26
OFFSET=10'
BEGIN 4
STA.=19+09.26
OFFSET=10'
BEGIN 7
CONTINUE 7
STA.=16+74.26
OFFSET=42'
BEGIN 4
STA.=16+74.26
OFFSET=33'
BEGIN 1
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
NICHOLS LIVING TRUST 1601 MEADOWAIRE DR
EKBLAD LARRY R/LINDA M
4725 E PROSPECT RD
POUDRE SCHOOL
DISTRICT
POUDRE SCHOOL
DISTRICT
K L
STA.=19+09.26
OFFSET=22'
END 4
STA.=21+09.26
OFFSET=22'
CONTINUE 7
STA.=27+47.26
OFFSET=10'
BEGIN 4
STA.=25+47.26
OFFSET=10'
CONTINUE 7
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 53
NORTH
R10
SIGNAGE & STRIPING PLAN
PROSPECT ROAD
22
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
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
R10
R12
R11
MATCH LINE - SEE MIDDLE LEFT
MATCH LINE - SEE TOP RIGHT
MATCH LINE - SEE SHEET R11
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.
3. 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 AND TOWN OF TIMNATH TRAFFIC ENGINEERS PRIOR TO PERMANENT
INSTALLATION OF STRIPING AND SYMBOLS.
10 YELLOW ISLAND CROSS HATCHING
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
6" 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 12' 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' 9' 3' 9' 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 CITY OF FORT COLLINS AND TOWN OF TIMNATH ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT
COLLINS AND TOWN OF TIMNATH 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 AND TOWN OF TIMNATH RESERVE THE RIGHT TO
REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS AND TOWN OF TIMNATH DETERMINE
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' 9' 3' 9' 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
4925
4930
4935
4940
34+50 35+00 36+00 37+00 38+00
4927.37
4928.72
4929.89
4927.11
4927.70
4928.04
4928.38
4929.05
4929.39
4929.68
4930.10
4930.32
4930.53
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
EXISTING
GROUND
FUTURE
GRADE
4915
4920
4925
4930
4935
4940
4915
4920
4925
4930
4935
4940
34+50 35+00 36+00
4926.45
4926.22
0.92%
PVI STA = 35+05.27
PVI ELEV = 4926.50
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
KEYMAP
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 53
R9
PLAN & PROFILE
MAIN STREET
21
R6 R7 R8 R9
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
RIGHT EOP
MAIN STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R8 STA 34+50
MAIN STREET
MAIN STREET
PROPOSED CULVERT
(ON-SITE PLANS)
EXISTING GRAVEL DRIVE TO BE
PAVED w/ ASPHALT TO ROW
PROPOSED
54' EOP-EOP
140' ROW
R30'
PROPOSED CULVERT
(ON-SITE PLANS)
PROPOSED
BARRICADE
PROPOSED
SAWCUT
R30'
40'
PROPOSED
42' EOP-EOP
TRACT B
SERRATOGA FALLS 2ND FILING
POUDRE SCHOOL
DISTRICT
TRACT B
SERRATOGA FALLS 2ND FILING
COCHRAN, BRAD M/SANDRA J
1225 S COUNTY ROAD 5
STORM CULVERT A
SEE SHEET ST1
STORM CULVERT B
SEE SHEET ST1
STORM CULVERT C
SEE SHEET ST1
PROPOSED
SIDEWALK CULVERT
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
4923.38
4924.29
4925.20
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
4923.16
4923.61
4923.84
4924.07
4924.52
4924.75
4924.98
-0.50%
0.50%
1.00%
0.91%
PVI STA = 30+42.81
PVI ELEV = 4922.86
PVI STA = 33+16.84
PVI ELEV = 4925.36
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
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
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
4919.63
4919.54
4920.00
4920.50
4921.03
4921.84
4922.79
4923.70
4924.62
4925.54
4919.75
4919.55
4919.50
4919.63
4919.75
4919.87
4920.12
4920.25
4920.37
4920.62
4920.75
4920.88
4921.20
4921.39
4921.61
4922.09
4922.33
4922.56
4923.02
4923.25
4923.48
4923.93
4924.16
4924.39
4924.85
4925.08
4925.31
4925.76
-0.50%
0.50%
1.00%
0.92%
PVI STA = 30+37.85
PVI ELEV = 4922.22
150.0' VC
LP ELEV = 4919.50
LP STA = 25+62.86
PVI STA = 25+62.86
PVI ELEV = 4919.31
BCVS: 24+87.86
BVCE: 4919.69
ECVS: 26+37.86
EVCE: 4919.69
A.D. = 1.00
K = 149.98
150.0' VC
PVI STA = 29+31.13
PVI ELEV = 4921.15
BCVS: 28+56.13
BVCE: 4920.78
ECVS: 30+06.13
EVCE: 4921.90
A.D. = 0.50
K = 300.05
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
-0.50%
0.50%
0.19%
1.30%
0.94%
PVI STA = 28+08.45
PVI ELEV = 4920.53
PVI STA = 30+46.56
PVI ELEV = 4922.26
PVI STA = 33+20.89
PVI ELEV = 4924.85
150.0' VC
LP ELEV = 4919.50
LP STA = 25+64.14
PVI STA = 25+64.13
PVI ELEV = 4919.31
BCVS: 24+89.13
BVCE: 4919.69
ECVS: 26+39.13
EVCE: 4919.69
A.D. = 1.00
K = 150.01
151.1' VC
PVI STA = 29+30.98
PVI ELEV = 4920.76
BCVS: 28+55.42
BVCE: 4920.62
ECVS: 30+06.55
EVCE: 4921.74
A.D. = 1.11
K = 135.76
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
4919.64
4919.54
4919.99
4920.49
4920.78
4921.66
4922.77
4923.71
4924.65
4919.76
4919.55
4919.51
4919.50
4919.62
4919.74
4919.87
4920.12
4920.24
4920.37
4920.56
4920.61
4920.67
4920.93
4921.13
4921.37
4921.98
4922.30
4922.53
4923.00
4923.24
4923.47
4923.95
4924.18
4924.42
KEYMAP
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 53
R8
PLAN & PROFILE
MAIN STREET
20
R6 R7 R8 R9
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
LINE
MATCH STA
34+50
MATCH LINE SEE SHEET R9 STA 34+50
MATCH LINE SEE SHEET R7 STA 24+50
RIGHT EOP
MAIN STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT EOP
MAIN STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
STA.=16+24.68
OFFSET=-26.000
MAIN STREET
PROSPECT ROAD
SEE SHEETS R1-R5
PROSPECT ROAD
SEE SHEETS R1-R5
12'x6' RCBC
TIMNATH RESERVOIR
INLET CANAL
R25'
TRACT C
SERRATOGA FALLS 2ND FILING
LACY KEITH W JR
1601 S COUNTY ROAD 5
COOK STANLEY
L/CHRISTINE K
1609 S COUNTY
ROAD 5
POUDRE SCHOOL
DISTRICT
EXISTING GRAVEL
DRIVEWAY TO BE
PAVED TO ROW
R25' R25'
PROPOSED
GUARD RAIL
STORM CULVERT D
SEE SHEET ST1
90' ROW
53' EOP-EOP
PROPOSED
CULVERT
4910
4915
4920
4925
4930
4935
4910
4915
4920
4925
4930
4935
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+50
4917.50
4918.76
4918.84
4919.34
4919.84
4920.34
4920.80
4920.71
4916.61
4916.87
4917.17
4917.85
4918.20
4918.51
4918.86
4918.65
4918.53
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%
-0.90%
-0.55%
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+44.59
PVI ELEV = 4918.68
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 = 4918.48
LP STA = 18+05.21
PVI STA = 18+03.05
PVI ELEV = 4918.36
BCVS: 17+58.05
BVCE: 4918.61
ECVS: 18+48.05
EVCE: 4918.58
A.D. = 1.05
K = 85.67
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
4910
4915
4920
4925
4930
4935
4910
4915
4920
4925
4930
4935
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+50
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
4918.25
4918.75
4919.25
4919.75
4920.20
4920.12
4917.92
4917.90
4918.00
4918.12
4918.37
4918.50
4918.62
4918.87
4919.00
4919.12
4919.37
4919.50
4919.62
4919.87
4920.00
4920.12
4920.24
4920.24
4920.20
4920.00
1.40%
1.00%
PVI STA = 16+64.66
PVI ELEV = 4917.81
PVI STA = 16+71.76
PVI ELEV = 4917.88
150.0' VC
PVI STA = 15+20.08
PVI ELEV = 4915.79
ECVS: 15+95.08
EVCE: 4916.84
A.D. = 0.93
K = 161.10
0.50%
-0.50%
-0.55%
150.0' VC
HP ELEV = 4920.25
HP STA = 23+37.70
PVI STA = 23+37.70
PVI ELEV = 4920.44
BVCS: 22+62.70
BVCE: 4920.06
EVCS: 24+12.70
EVCE: 4920.06
A.D. = 1.00
K = 149.99
80.5' VC
LP ELEV = 4917.87
LP STA = 18+00.94
PVI STA = 18+03.18
PVI ELEV = 4917.76
BCVS: 17+67.68
BVCE: 4917.96
ECVS: 18+48.18
EVCE: 4917.99
A.D. = 1.05
K = 76.66
4910
4915
4920
4925
4930
4935
4910
4915
4920
4925
4930
4935
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+50
-0.55%
-0.50%
0.50%
0.50%
0.65%
PVI STA = 19+86.62
PVI ELEV = 4918.37
PVI STA = 21+86.86
PVI ELEV = 4919.68
150.0' VC
HP ELEV = 4920.25
HP STA = 23+39.00
PVI STA = 23+38.97
PVI ELEV = 4920.44
BVCS: 22+63.97
BVCE: 4920.06
EVCS: 24+13.97
EVCE: 4920.06
A.D. = 1.00
K = 149.95
64.9' VC
LP ELEV = 4917.52
LP STA = 17+99.10
PVI STA = 18+03.96
PVI ELEV = 4917.46
BCVS: 17+84.01
BVCE: 4917.57
ECVS: 18+48.96
EVCE: 4917.68
A.D. = 1.05
K = 61.83
4917.94
4918.46
4919.11
4919.74
4920.20
4920.13
4917.58
4917.69
4917.81
4918.06
4918.19
4918.31
4918.62
4918.78
4918.95
4919.27
4919.44
4919.60
4919.87
4919.99
4920.11
4920.24
4920.25
4920.21
4920.01
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
1.40%
PVI STA = 16+60.08
PVI ELEV = 4917.77
150.0' VC
PVI STA = 15+18.98
PVI ELEV = 4915.80
ECVS: 15+93.98
EVCE: 4916.85
A.D. = 0.95
K = 158.57
KEYMAP
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 53
R7
PLAN & PROFILE
MAIN STREET
19
R6 R7 R8 R9
CENTERLINE
MAIN STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
LINE
MATCH STA
15+00
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
LINE
MATCH STA
24+50
MATCH LINE SEE SHEET R8 STA 24+50
MATCH LINE SEE SHEET R6 STA 15+00
RIGHT EOP
MAIN STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT EOP
MAIN STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
OFFSET=-18.113
STA.=11+42.92
OFFSET=-19.605
STA.=12+31.89
OFFSET=-21.458
STA.=12+78.82
OFFSET=-22.436
MAIN STREET
EXISTING ±26'
EOP-EOP
90' ROW
EXISTING
GRAVEL DRIVE
EXISTING CONCRETE
IRRIGATION DITCH
STA.=13+55.82
OFFSET=-24.040
STA.=13+46.53
OFFSET=-23.854
EXISTING GRAVEL
DRIVEWAY TO BE
PAVED TO ROW
CONNECT TO EXISTING
STA.=9+59.84
OFFSET=-11.642
EXISTING GRAVEL
DRIVEWAY TO BE
PAVED TO ROW
EXISTING GRAVEL
DRIVEWAY TO BE
PAVED TO ROW
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
90' ROW
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 15+00
4913.80
4914.30
4914.80
4915.30
4915.80
4913.93
4914.05
4914.18
4914.43
4914.55
4914.68
4914.93
4915.05
4915.18
4915.43
4915.55
4915.68
4915.93
4916.05
4916.20
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
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 15+00
4913.22
4913.82
4914.29
4914.76
4915.23
4913.40
4913.59
4913.70
4913.94
4914.05
4914.17
4914.41
4914.52
4914.64
4914.87
4914.99
4915.11
4915.34
4915.46
4915.61
0.72%
0.47%
PVI STA = 10+00.00
PVI ELEV = 4913.22
PVI STA = 10+50.07
PVI ELEV = 4913.59
BCVS: 14+45.08
BVCE: 4915.44
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
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 15+00
4913.40
4913.89
4914.35
4914.80
4915.25
4913.53
4913.67
4913.78
4914.01
4914.12
4914.23
4914.46
4914.57
4914.69
4914.91
4915.03
4915.14
4915.37
4915.48
4915.63
0.54%
0.45%
PVI STA = 10+00.00
PVI ELEV = 4913.40
PVI STA = 10+50.08
PVI ELEV = 4913.67
BCVS: 14+43.98
BVCE: 4915.45
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
KEYMAP
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 53
R6
PLAN & PROFILE
MAIN STREET
18
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
R6 R7 R8 R9
CENTERLINE
MAIN STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT EOP
MAIN STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT EOP
MAIN STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
LINE
MATCH STA
15+00
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
MATCH LINE SEE SHEET R7 STA 15+00
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
D
D
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
T
T
VAULT
F.O.
F.O.
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
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
PROSPECT ROAD
118' ROW
EXISTING
±24' EOP-EOP
STA.=43+96.76
OFFSET=17.000 STA.=47+56.46
OFFSET=12.296
STA.=47+56.46
OFFSET=-11.948
TIMNATH RESERVOIR INLET CANAL
PROPOSED EDGE
OF ASPHALT PROPOSED EDGE
OF ASPHALT
PROPOSED EDGE
OF ASPHALT
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
TRIC BOX CULVERT
(SERRATOGA 2ND FILING)
STA.=47+56.46
OFFSET=17.000
STA.=47+56.46
OFFSET=-17.004 GUARDRAIL
(SERRATOGA 2ND FILING)
10' TRAIL (SERRATOGA 2ND FILING)
4905
4910
4915
4920
4925
4930
4905
4910
4915
4920
4925
4930
43+50 44+00 45+00 46+00 47+00 48+00
4918.03
4917.70
4917.38
4917.05
4918.11
4917.95
4917.86
4917.78
4917.62
4917.54
4917.46
4917.29
4917.21
4917.13
4916.97
4916.89
-0.33%
-0.33%
PVI STA = 43+97.61
PVI ELEV = 4918.04
PVI STA = 47+57.31
PVI ELEV = 4916.86
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
4905
4910
4915
4920
4925
4930
4905
4910
4915
4920
4925
4930
43+50 44+00 45+00 46+00 47+00 48+00 48+50
4917.97
4917.68
4917.39
4917.09
4918.04
4917.90
4917.82
4917.75
4917.60
4917.53
4917.46
4917.31
4917.24
4917.17
4917.02
4916.95
-0.29%
PVI STA = 47+61.50
PVI ELEV = 4916.91
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
KEYMAP
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 53
R5
PLAN & PROFILE
PROSPECT ROAD
17
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
R1 R2 R3 R4
R5
CENTERLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT EOP
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
LINE
MATCH STA
43+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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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
MATCH LINE SEE SHEET R4 STA 43+50
RIGHT EOP
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
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+25.30
PVI STA = 35+25.30
PVI ELEV = 4916.74
BCVS: 34+50.30
BVCE: 4917.15
ECVS: 36+00.30
EVCE: 4917.15
A.D. = 1.10
K = 136.36
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
FUTURE
GRADE
VAULT
F.O.
TELE
F.O.
MH
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
STA. = 42+73.30
PROSPECT ROAD
STA. = 17+16.77
PROSPECT ROAD MAIN STREET
MAIN STREET
SEE SHEETS R6-R9
CARRIAGE ROAD
97.5' ROW
PROPOSED
72' FL-FL
MAIN STREET
SEE SHEETS R6-R9
STA.=36+33.82
OFFSET=17.619
BEGIN CURB & GUTTER
STA.=36+98.54
OFFSET=16.199
STA.=37+78.08
OFFSET=17.500
STA.=42+21.99
OFFSET=30.500
STA.=43+25.41
OFFSET=19.933
STA.=43+25.02
OFFSET=-26.067
15' UTILITY EASEMENT
8' SIDEWALK
PROPOSED 30"
CURB & GUTTER
R25'
12'x6' RCBC (TRIC)
SEE CONSTRUCTION PLANS FOR
TIMNATH RESERVOIR INLET
CANAL DATED DECEMBER 19, 2019
R20'
PROPOSED
GUARD RAIL
4' SIDEWALK CULVERT
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
STORM DRAIN
(SEE NOTE #6)
STORM DRAIN
(SEE NOTE #6)
4' CONCRETE PAN
(SEE ONSITE PLANS)
2' ACCESS
EASEMENT
R25'
R25'
R25'
HEBBELN JAMES
E/DEBRA S
1647 ENCHANTMENT
DR
STA.=40+14.44
OFFSET=30.500
RYAN JEFFREY L/SYBIL A
R20'
PROPOSED 30"
CURB & GUTTER
PROPOSED
RIPRAP
RUNDOWN
4905
4910
4915
4920
4925
4930
4905
4910
4915
4920
4925
4930
33+50 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 43+50
4916.29
4915.79
4916.00
4916.50
4917.04
4917.64
4918.24
4918.64
4918.32
4916.41
4916.16
4916.04
4915.91
4915.66
4915.75
4915.87
4916.12
4916.25
4916.37
4916.62
4916.75
4916.89
4917.19
4917.34
4917.49
4917.79
4917.94
4918.09
4918.39
4918.52
4918.61
4918.63
4918.56
4918.46
-0.50%
-0.55%
0.50% 0.50%
0.60%
PVI STA = 35+28.98
PVI ELEV = 4915.64
PVI STA = 36+03.98
PVI ELEV = 4916.02
PVI STA = 37+56.50
PVI ELEV = 4916.78
PVI STA = 42+11.15
PVI ELEV = 4918.26
150.0' VC
HP ELEV = 4918.64
HP STA = 41+05.46
PVI STA = 41+02.20
PVI ELEV = 4918.86
BVCS: 40+27.20
BVCE: 4918.41
EVCS: 41+77.20
EVCE: 4918.44
A.D. = 1.15
K = 130.43
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
-0.29%
PVI STA = 43+29.97
PVI ELEV = 4918.18
4905
4910
4915
4920
4925
4930
4905
4910
4915
4920
4925
4930
33+50 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 43+50
4916.55
4916.09
4916.27
4916.82
4917.37
4917.92
4918.47
4918.80
4918.45
4916.68
4916.41
4916.27
4916.16
4916.06
4916.09
4916.15
4916.41
4916.54
4916.68
4916.96
4917.09
4917.23
4917.51
4917.64
4917.78
4918.06
4918.19
4918.33
4918.61
4918.72
4918.78
4918.78
4918.71
4918.59
-0.55%
0.55%
-0.55%
PVI STA = 42+20.97
PVI ELEV = 4918.34
150.0' VC
HP ELEV = 4918.80
HP STA = 40+98.52
PVI STA = 40+98.52
PVI ELEV = 4919.01
BVCS: 40+23.52
BVCE: 4918.60
EVCS: 41+73.52
EVCE: 4918.60
A.D. = 1.10
K = 136.36
150.0' VC
LOW PT ELEV = 4916.06
LOW PT STA = 35+25.29
PVI STA = 35+25.29
PVI ELEV = 4915.86
BVCS: 34+50.29
BVCE: 4916.27
EVCS: 36+00.29
EVCE: 4916.27
A.D. = 1.10
K = 136.36
-0.33%
PVI STA = 43+26.20
PVI ELEV = 4918.27
-0.55%
0.50% 0.50% 0.50%
0.50%
PVI STA = 36+98.53
PVI ELEV = 4917.13
PVI STA = 42+22.35
PVI ELEV = 4918.47
PVI STA = 37+54.89
PVI ELEV = 4917.41
PVI STA = 37+78.15
PVI ELEV = 4917.53
PVI STA = 40+14.87
PVI ELEV = 4918.71
150.0' VC
HP ELEV = 4918.95
HP STA = 40+96.80
PVI STA = 41+00.37
PVI ELEV = 4919.14
BVCS: 40+25.37
BVCE: 4918.77
EVCS: 41+75.37
EVCE: 4918.73
A.D. = 1.05
K = 142.85
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
PROPOSED
FLOW LINE
GRADE
KEYMAP
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 53
R4
PLAN & PROFILE
PROSPECT ROAD
16
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
R1 R2 R3 R4
R5
CENTERLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
LINE
MATCH STA
33+50
LINE
MATCH STA
43+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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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
MATCH LINE SEE SHEET R5 STA 43+50
SCALE : 1" = 40' HORIZONTAL 1" = 5' VERTICAL
PROSPECT ROAD
ULTIMATE RIGHT FLOWLINE
MATCH LINE SEE SHEET R3 STA 33+50
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
M
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
PROSPECT ROAD
MEADOWAIRE
DRIVE
107.5' ROW
PROPOSED
54' FL-EOP
97.5' ROW
PROPOSED
66' FL-EOP
STA.=30+02.58
OFFSET=12.500
STA.=30+67.61
OFFSET=12.500
8' SIDEWALK
15' UTILITY EASEMENT 8' SIDEWALK
10' CROSS PAN
PROPOSED 30"
CURB & GUTTER
PROPOSED 30"
CURB & GUTTER
PROPOSED EDGE
OF ASPHALT
R25'
R25'
12'x6' RCBC (TRIC)
SEE CONSTRUCTION PLANS FOR
TIMNATH RESERVOIR INLET
CANAL DATED DECEMBER 19,
2019
R20'
R20'
4' SIDEWALK CULVERT
∆ ∆
NICHOLS LIVING TRUST 1601 MEADOWAIRE DR SPLITTGERBER RICHARD P/MEREDITH JEAN
1600 MEADOWAIRE DR
POUDRE SCHOOL
DISTRICT
EKBLAD LARRY R/LINDA M
4725 E PROSPECT RD
STORM DRAIN
(SEE NOTE #6)
STORM DRAIN
(SEE NOTE #6)
4' CONCRETE PAN
(SEE ONSITE PLANS)
2' ACCESS
EASEMENT
14' ACCESS
EASEMENT
RYAN JEFFREY L/SYBIL A
BEGIN TAPER
STA.=32+78.91
OFFSET=12.50
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 33+50
4916.80
4916.28
4916.53
4917.08
4917.63
4918.16
4917.79
4917.29
4916.79
4916.94
4916.67
4916.53
4916.40
4916.15
4916.28
4916.40
4916.66
4916.80
4916.94
4917.21
4917.35
4917.49
4917.76
4917.90
4918.03
4918.16
4918.04
4917.91
4917.66
4917.54
4917.41
4917.16
4917.04
4916.91
4916.66
-0.55%
-0.50%
0.50%
-0.50%
-0.50%
0.50%
0.55%
-0.50%
PVI STA = 25+50.37
PVI ELEV = 4916.53
PVI STA = 26+25.37
PVI ELEV = 4916.15
PVI STA = 27+00.37
PVI ELEV = 4916.53
PVI STA = 29+63.81
PVI ELEV = 4917.98
PVI STA = 30+13.16
PVI ELEV = 4918.22
PVI STA = 31+15.32
PVI ELEV = 4917.71
PVI STA = 32+80.58
PVI ELEV = 4916.89
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
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 33+50
4916.95
4916.50
4916.69
4917.24
4917.79
4918.29
4918.19
4917.65
4917.10
4917.09
4916.81
4916.67
4916.56
4916.47
4916.50
4916.57
4916.83
4916.96
4917.10
4917.38
4917.51
4917.65
4917.93
4918.06
4918.20
4918.33
4918.33
4918.28
4918.06
4917.92
4917.78
4917.51
4917.37
4917.23
4916.96
-0.55%
0.55%
-0.55%
150.0' VC
HP ELEV = 4918.34
HP STA = 30+37.00
PVI STA = 30+37.00
PVI ELEV = 4918.54
BVCS: 29+62
BVCE: 4918.13
EVCS: 31+12
EVCE: 4918.13
A.D. = 1.10
K = 136.36
150.0' VC
LOW PT ELEV = 4916.47
LOW PT STA = 26+23.56
PVI STA = 26+23.56
PVI ELEV = 4916.27
BVCS: 25+48.56
BVCE: 4916.68
EVCS: 26+98.56
EVCE: 4916.68
A.D. = 1.10
K = 136.36
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
KEYMAP
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 53
R3
PLAN & PROFILE
PROSPECT ROAD
15
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
R1 R2 R3 R4
R5
CENTERLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
LINE
MATCH STA
33+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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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
MATCH LINE SEE SHEET R4 STA 33+50
SCALE : 1" = 40' HORIZONTAL 1" = 5' VERTICAL
PROSPECT ROAD
ULTIMATE RIGHT FLOWLINE
MATCH LINE SEE SHEET R2 STA 24+50
BVCS: 14+75.82
BVCE: 4917.92
EVCS: 16+25.82
EVCE: 4917.92
A.D. = 1.10
K = 136.36
150.0' VC
HP ELEV = 4918.96
HP STA = 22+56.75
PVI STA = 22+56.75
PVI ELEV = 4919.17
BVCS: 21+81.75
BVCE: 4918.76
EVCS: 23+31.75
EVCE: 4918.76
A.D. = 1.10
K = 136.36
150.0' VC
LP ELEV = 4917.02
LP STA = 18+28.20
PVI STA = 18+28.20
PVI ELEV = 4916.81
BCVS: 17+53.20
BVCE: 4917.22
ECVS: 19+03.20
EVCE: 4917.22
A.D. = 1.10
K = 136.36
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
W
X
X X
M M MM M
W
/
/ / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ /
STA.=16+00.01
OFFSET=12.498
STA.=16+54.01
OFFSET=12.500
PROSPECT ROAD
MCLAUGHLIN
LANE
107.5' ROW
PROPOSED 66' FL-EOP
8' SIDEWALK
15' UTILITY EASEMENT
10' CROSS PAN
PROPOSED 30"
CURB & GUTTER
PROPOSED EDGE
OF ASPHALT
EXISTING 60" STEEL
GREELEY WATER MAIN
4' SIDEWALK CULVERT
12'x6' RCBC (TRIC)
SEE CONSTRUCTION PLANS FOR
TIMNATH RESERVOIR INLET CANAL
DATED DECEMBER 19, 2019
R20' R20'
∆ ∆
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
EKBLAD LARRY R/LINDA M
SIGNORELLI JACKLYN C 4725 E PROSPECT RD
4529 E PROSPECT RD
POUDRE SCHOOL
DISTRICT
STORM DRAIN
(SEE NOTE #6)
4' CONCRETE PAN
(SEE ONSITE PLANS)
14' ACCESS
EASEMENT
2' ACCESS
EASEMENT
2' ACCESS
EASEMENT
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
-0.-0.50% 50%
-0.50%
-0.80%
-0.50%
0.68%
0.55%
-0.55%
-0.50%
0.50%
0.68%
-0.55%
0.55%
PVI STA = 15+70.47
PVI ELEV = 4917.07
PVI STA = 15+97.43
PVI ELEV = 4916.93
PVI STA = 16+62.54
PVI ELEV = 4916.42
PVI STA = 16+92.70
PVI ELEV = 4916.26
PVI STA = 20+81.07
PVI ELEV = 4917.16
PVI STA = 17+54.64
PVI ELEV = 4915.92
PVI STA = 18+29.64
PVI ELEV = 4915.55
PVI STA = 18+82.91
PVI ELEV = 4915.82
PVI STA = 19+78.38
PVI ELEV = 4916.46
92.2' VC
HP ELEV = 4917.14
HP STA = 15+46.91
PVI STA = 15+38.07
PVI ELEV = 4917.23
BVCS: 14+75.04
BVCE: 4916.88
EVCS: 15+67.25
EVCE: 4917.08
A.D. = 1.05
K = 87.74
150.0' VC
HP ELEV = 4917.93
HP STA = 22+58.56
PVI STA = 22+58.56
PVI ELEV = 4918.13
BVCS: 21+83.56
BVCE: 4917.72
EVCS: 23+33.56
EVCE: 4917.72
A.D. = 1.10
K = 136.36
4917.00
4916.91
4916.22
4915.70
4915.93
4916.61
4917.26
4917.80
4917.86
4917.35
4916.88
4917.09
4917.13
4917.05
4916.71
4916.52
4916.35
4916.09
4915.95
4915.82
4915.57
4915.65
4915.78
4916.10
4916.27
4916.44
4916.78
4916.95
4917.12
4917.40
4917.54
4917.67
4917.88
4917.92
4917.92
4917.76
4917.63
4917.49
4917.22
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
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
4917.15
4917.16
4916.63
4916.16
4916.32
4916.87
4917.42
4917.96
4918.01
4917.50
4917.04
4917.22
4917.25
4917.23
4917.05
4916.91
4916.77
4916.50
4916.36
4916.24
4916.14
4916.15
4916.22
4916.46
4916.60
4916.74
4917.01
4917.15
4917.29
4917.56
4917.70
4917.84
4918.04
4918.08
4918.07
4917.91
4917.77
4917.64
4917.36
-0.55%
0.55%
-0.55%
0.55%
150.0' VC
HP ELEV = 4917.25
HP STA = 15+50.81
PVI STA = 15+50.81
PVI ELEV = 4917.45
BVCS: 14+75.81
BVCE: 4917.04
EVCS: 16+25.81
EVCE: 4917.04
A.D. = 1.10
K = 136.37
150.0' VC
HP ELEV = 4918.08
HP STA = 22+56.75
PVI STA = 22+56.75
PVI ELEV = 4918.29
BVCS: 21+81.75
BVCE: 4917.87
EVCS: 23+31.75
EVCE: 4917.87
A.D. = 1.10
K = 136.36
150.0' VC
LOW PT ELEV = 4916.14
LOW PT STA = 18+28.19
PVI STA = 18+28.19
PVI ELEV = 4915.93
BVCS: 17+53.19
BVCE: 4916.34
EVCS: 19+03.19
EVCE: 4916.34
A.D. = 1.10
K = 136.36
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
KEYMAP
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 53
R2
PLAN & PROFILE
PROSPECT ROAD
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
R1 R2 R3 R4
R5
CENTERLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
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
MATCH LINE SEE SHEET R3 STA 24+50
SCALE : 1" = 40' HORIZONTAL 1" = 5' VERTICAL
PROSPECT ROAD
ULTIMATE RIGHT FLOWLINE
MATCH LINE SEE SHEET R1 STA 14+50
TROXELL BARBARA Y 4509 E PROSPECT RD
4417 E PROSPECT RD
POUDRE R-1 SCHOOL DISTRICT
BEGIN CURB AND GUTTER 2407 LAPORTE AVE
STA.=10+00.00
OFFSET=-41.546
END OF TAPER
STA.=11+80.00
OFFSET=12.467
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
0.20%
0.55%
PVI STA = 8+53.58
PVI ELEV = 4915.01
PVI STA = 10+00.01
PVI ELEV = 4915.31
4915.10
4915.31
4915.86
4916.41
4916.96
4917.51
4915.05
4915.16
4915.21
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 = 10+00.01
PVI ELEV = 4915.31
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
FUTURE
GRADE
TIE TO
EXISTING
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
0.55%
PVI STA = 10+00.01
PVI ELEV = 4914.27
4914.82
4915.37
4915.92
4916.47
4914.41
4914.55
4914.68
4914.96
4915.10
4915.23
4915.51
4915.65
4915.78
4916.06
4916.20
4916.33
4916.61
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
0.50%
FUTURE
GRADE
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
4912.43
4912.93
4913.43
4913.93
4914.43
4914.98
4915.53
4916.08
4916.63
4912.05
4912.18
4912.30
4912.55
4912.68
4912.80
4913.05
4913.18
4913.30
4913.55
4913.68
4913.80
4914.05
4914.18
4914.30
4914.56
4914.70
4914.84
4915.11
4915.25
4915.39
4915.66
4915.80
4915.94
4916.21
4916.35
4916.49
4916.76
0.50%
0.55%
PVI STA = 10+00.00
PVI ELEV = 4914.43
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
KEYMAP
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 53
R1
PLAN & PROFILE
PROSPECT ROAD
13
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
R1 R2 R3 R4
R5
CENTERLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
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.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING EDGE OF ASPHALT / / / / / / / /
EXISTING STORM SEWER
PROPOSED LIGHT POLE
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
MATCH LINE SEE SHEET R2 STA 14+50
SCALE : 1" = 40' HORIZONTAL 1" = 5' VERTICAL
PROSPECT ROAD
ULTIMATE RIGHT FLOWLINE
(14.18)
(13.72)
(13.75)
(13.36)
15.46
13.22
(13.37)
(13.80)
13.40
(13.55)
13.76
13.85
14.09
14.31
14.49
14.57
14.71
15.01
15.05
15.21
16.01
16.37
16.40
18.37
19.32
19.68
17.45
20.37
2.6% 2.2%
2.0%
2.1%
2.2%
2.2%
2.2%
2.2%
2.2%
0.5%
0.5%
2.0%
2.0%
2.0%
0.5% 0.5%
(3.5%) (3.0%)
2.2% 2.2%
2.2% 2.2%
2.2% 2.2%
18.26
17.95
17.60
17.20
18.51
17.93
17.96
17.94
17.81
17.42
17.34
(17.00)
(16.95)
15.04
18.06
18.14
18.31
18.12
17.90
17.25
17.74
18.02
18.64
(16.01)
0.4%
MAIN STREET MAIN STREET
PROPOSED STORM DRAIN
(ON-SITE PLANS
- SEE NOTE #8)
8' SIDEWALK
15' UTILITY EASEMENT
8' SIDEWALK
15' UTILITY EASEMENT
68' EOP-EOP
140' ROW
90' ROW
EDGE OF EXISTING 10' TRAIL
PAVEMENT
EDGE OF
PAVEMENT
LACY KEITH W JR
1601 S COUNTY ROAD 5
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
STORM DRAIN
(SEE NOTE #9)
PROSPECT ROAD
SEE CONSTRUCTION PLANS FOR
TIMNATH RESERVOIR INLET
CANAL DATED DECEMBER 19,
2019
12'x6' RCBC (TRIC)
EXISTING GRAVEL
DRIVEWAY TO BE
PAVED TO ROW
EXISTING GRAVEL
DRIVEWAY TO BE
PAVED TO ROW
EXISTING GRAVEL
DRIVEWAY TO BE
PAVED TO ROW
STORM CULVERT D
SEE SHEET ST1
0.5%
18.28
18.58
18.59
18.45
17.42
17.56
16.78
FES E1
INV. OUT=4916.94 (N) FES E
INV. IN=4916.85 (S)
30.00 LF
15" RCP
@ 0.30%
10'x4'x1.5' DEEP
RIPRAP RUNDOWNS
10'x4'x1.5' DEEP
RIPRAP RUNDOWN
17.09
18.42
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
X X
X X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
X
18.72
16.79
20.25
18.30
20.43
20.21
20.10
20.16
20.28
20.89
20.36
20.73
20.57
20.60
21.71
18.90
21.35
19.48
19.85
22.26
20.04
22.65
(21.00)
(20.89)
21.14
24.62
(24.85)
(25.40)
(26.97)
26.50
(26.61)
24.17
22.27
2.2%
2.2%
2.2%
2.2%
2.0%
2.2%
2.0%
2.2%
2.2%
2.2%
3.3%
2.2%
(2.8%)
2.5%
0.5%
0.8%
0.5%
0.8% 0.5%
18.06
0.5%
2.0%
2.0%
2.0%
2.0%
2.0%
0.5%
20.91
21.23
22.31
22.91
0.6%
0.6%
25.13
24.77
(2.0%)
18.09
MAIN STREET
PROPOSED CULVERT
PROPOSED CULVERT
(ON-SITE PLANS) PROPOSED CULVERT
(ON-SITE PLANS)
PROPOSED
BARRICADE
PROPOSED STORM DRAIN
(ON-SITE PLANS)
8' SIDEWALK
15' UTILITY EASEMENT
8' SIDEWALK
15' UTILITY
EASEMENT
120' ROW
54' EOP-EOP
140' ROW
EXISTING 10' TRAIL
PROPOSED EDGE
OF PAVEMENT
PROPOSED EDGE
OF PAVEMENT
2' SIDEWALK
CULVERT
(3.8%)
TRACT B
SERRATOGA FALLS 2ND FILING
POUDRE SCHOOL
DISTRICT
TRACT B
SERRATOGA FALLS 2ND FILING
DUNN, RICHARD L/CAROL B
COCHRAN, BRAD M/SANDRA J 5021 KITCHELL WAY
1225 S COUNTY ROAD 5
EXISTING GRAVEL
DRIVEWAY TO BE
PAVED TO ROW
PROPOSED SAW CUT
STORM CULVERT A
SEE SHEET ST1
STORM CULVERT B
STORM CULVERT C SEE SHEET ST1
SEE SHEET ST1
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 53
NORTH
G2
GRADING PLAN
MAIN STREET
12
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
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
E MAIN STREET
A B C
D
E
MATCHLINE - SEE BOTTOM LEFT
MATCHLINE - SEE TOP RIGHT
LEGEND:
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A
CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6. ADD 4900-FT TO PROPOSED CONTOURS,AND SPOT ELEVATIONS WHERE
TRUNCATED.
7. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
8. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD
HIGH SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL CURB AND GUTTER
PROPOSED SWALE
SAW CUT
NOTE: SEE SHEET D4 FOR
INTERSECTION GRADING DETAIL
16.26
16.62
16.96
15.55
4 SIDEWALK
CULVERT
2.2% 2.2%
2.2% 2.2%
2.2% 2.2%
2.2% 2.5%
(4.2%)(5.3%)
2.0%
BARRICADE
30" VERTICAL
CURB & GUTTER
17.29
16.40
WALK
2.0%
15.45
FL
17.11
2.0%
4:1
4:1
EDGE OF
PAVEMENT
15.80
16.66
17.16
18.01
2.2% 2.2% 2.0%
30" VERTICAL
CURB & GUTTER
87.5' ROW
PROSPECT ROAD PROSPECT ROAD
JIRON JACKLYN E
4525 E PROSPECT RD
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
WHITE ERIC S.
CW SUBTRUST
1100 SE FRONTAGE RD
SIGNORELLI JACKLYN C
4529 E PROSPECT RD
GRAY VAL/DELORES K
4517 E PROSPECT RD
ALVAREZ ALBERTO
4509 E PROSPECT RD
POUDRE R-1 SCHOOL DISTRICT
2407 LAPORTE AVE
FORT COLLINS, CO 80521
POUDRE SCHOOL
DISTRICT
PROPOSED STORM
(SEE ONSITE PLANS
- NOTE # 8)
4' CONCRETE PAN
(SEE ONSITE PLANS
- NOTE # 8)
81' DITCH
EASEMENT
STORM DRAIN
(SEE NOTE #9)
12'x6' RCBC (TRIC)
17.80
17.83
17.80
17.37
17.34
17.65
17.60
(13.01)
17.08
17.11
17.52
17.40
17.43
14'
EOP-EOP
3.9%
4.0%
1.1%
1.1%
0.5%
0.8%
1.5%
1.5%
0.5%
2.0%
2.3%
10'x4'x1.5' DEEP
RIPRAP RUNDOWN
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
X
X
X
8' SIDEWALK 8' SIDEWALK
EDGE OF
PAVEMENT
15' UTILITY EASEMENT 15' UTILITY EASEMENT
18.90
18.10
18.03
18.91
(17.83)
(17.72)
16.15
4' SIDEWALK
CULVERT
18.02
18.05
18.12
18.03
17.90
17.85
17.85
18.34
18.09
18.21
18.37
18.43
18.82
18.64
18.80
18.89
2.2% 2.6%
2.2% 2.2%
2.2% 2.2%
2.2% 2.2%
17.00
WALK
2.0%
2.0%
54' FL-EOP
107.5' ROW
66' FL-EOP
97.5' ROW
16.89
17.73
2.0%
EDGE OF
PAVEMENT
18.71
2.0%
2.0%
30" VERTICAL
CURB & GUTTER
16.06
FL
PROSPECT ROAD
MEADOWAIRE
DRIVE
NICHOLS LIVING TRUST
1601 MEADOWAIRE DR
EKBLAD LARRY R/LINDA M
4725 E PROSPECT RD SPLITTGERBER RICHARD P/MEREDITH JEAN
1600 MEADOWAIRE DR
RYAN JEFFREY L/SYBIL A
1601 CARRIAGE RD
POUDRE SCHOOL
DISTRICT POUDRE SCHOOL
DISTRICT
81' DITCH
EASEMENT
30' BOXELDER
SANITARY EASEMENT STORM DRAIN
(SEE NOTE #9)
STORM DRAIN
(SEE NOTE #9) SEE CONSTRUCTION PLANS FOR
TIMNATH RESERVOIR INLET CANAL
DATED DECEMBER 19, 2019
12'x6' RCBC (TRIC)
PROPOSED STORM
(SEE ONSITE PLANS
- NOTE # 8)
4' CONCRETE PAN
(SEE ONSITE PLANS
-NOTE # 8)
0.9%
0.9%
1.1%
2.0%
1.3%
1.3%
PROPOSED STORM
(SEE ONSITE PLANS
- NOTE # 8)
PROPOSED STORM
(SEE ONSITE PLANS
- NOTE # 8)
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
T
TELE
EDGE OF
PAVEMENT
118' ROW
30' ELCO
EASEMENT
55'
CACHE LA POUDRE
RESERVOIR CO.
EASEMENT
8' SIDEWALK
EDGE OF
PAVEMENT
15' UTILITY EASEMENT
16.95
16.37
16.22
17.13
(16.23)
(16.17)
(16.01)
(16.00)
18.72
18.42
18.27
17.88
18.11
16.86
16.91
18.14
17.96
17.88
17.93
17.97
17.42
17.34
15.04
18.26
17.89
17.60
18.06
18.04
18.08
15.64
PROPOSED 4'
SIDEWALK CULVERT
(17.01)
(17.24)
(16.97)
17.28
17.77
17.20
18.31
(17.00)
(16.95)
2.2% 2.9%
2.0% 2.2%
2.6% 2.2%
2.5% 2.1%
2.2% 1.9%
16.49
WALK
2.0%
2.0%
2.0%
(2.6%)(1.0%)
73' FL-EOP
97.5' ROW
TIMNATH RESERVOIR INLET CANAL
15.55
FL
4:1
EXISTING 10' TRAIL
2.1%
2.2%
2.0%
0.5%
2.2% 2.2%
0.4%
PROSPECT ROAD
PROSPECT ROAD
CARRIAGE ROAD
MAIN STREET
PROSPECT ROAD
8' SIDEWALK
15' UTILITY EASEMENT
KNIEVEL JANET A
5001 E PROSPECT RD
LACY KEITH W JR
1601 S COUNTY ROAD 5
TRACT C
SERRATOGA FALLS 2ND FILING
POUDRE SCHOOL
DISTRICT
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR SANDERS, DENNIS L/DONI D
1623 CAREFREE DR
FORT COLLINS, CO 80525
RYAN JEFFREY L/SYBIL A
1601 CARRIAGE RD
81' DITCH
EASEMENT
30' BOXELDER
SANITARY EASEMENT
STORM DRAIN
(SEE NOTE #9)
SEE CONSTRUCTION PLANS FOR
TIMNATH RESERVOIR INLET CANAL
DATED DECEMBER 19, 2019
12'x6' RCBC (TRIC)
4' CONCRETE PAN
(SEE ONSITE PLANS
- SEE NOTE #8)
PROPOSED STORM
(SEE ONSITE PLANS
- NOTE # 8)
STORM DRAIN
FES E1 (SEE NOTE #9)
INV. OUT=4916.94 (N)
FES E
INV. IN=4916.85 (S)
30.00 LF
15" RCP
@ 0.30%
0.5%
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
17.42
17.53
18.27
18.16
17.92
10'x4'x1.5' DEEP
RIPRAP RUNDOWN
18.06
17.96
18.20
18.30
18.17
17.59
17.91
18.16
18.21
19.29
19.13
18.58
18.45
17.42
18.59
17.56
17.99
17.84
PROPOSED
GUARDRAIL
10'x4'x1.5' DEEP
RIPRAP RUNDOWN
10'x4'x1.5' DEEP
RIPRAP RUNDOWN
18.41
18.42
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 53
NORTH
G1
GRADING PLAN
PROSPECT ROAD
11
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
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
PROSPECT ROAD
A B C
D
E
A
B
C
MATCHLINE - SEE MIDDLE LEFT
MATCHLINE - SEE TOP RIGHT
MATCHLINE - SEE BOTTOM LEFT
MATCHLINE - SEE MIDDLE RIGHT
LEGEND:
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
33.43
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A
CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6. ADD 4900-FT TO PROPOSED CONTOURS,AND SPOT ELEVATIONS WHERE
TRUNCATED.
7. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER
19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT
BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
8. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD
HIGH SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
NOTES:
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL CURB AND GUTTER
PROPOSED SWALE
SAW CUT
NOTE: SEE SHEET D4 FOR
INTERSECTION GRADING DETAIL
4940
4945
4905
4910
4915
4920
4925
4930
4935
4940
4945
11+00 10+00 9+50
37.96 LF
15" RCP
@ 0.50%
FES A
STA 10+00.00
INV. 4919.85 (N)
FES A1
STA 10+37.96
INV. 4920.04 (S)
PROPOSED
GROUND
EXISTING
GROUND
4900
4905
4910
4915
4920
4925
4930
4935
4940
4900
4905
4910
4915
4920
4925
4930
4935
4940
11+50 11+00 10+00 9+50
77.04 LF
15" RCP
@ 0.50%
FES B
STA 10+00.00
INV. 4918.22 (N)
FES B1
STA 10+77.04
INV. 4918.60 (S)
PROPOSED
GROUND
EXISTING
GROUND
4900
4905
4910
4915
4920
4925
4930
4935
4940
4900
4905
4910
4915
4920
4925
4930
4935
4940
9+50 10+00 11+00
40.23 LF
15" RCP
@ 0.50%
FES C
STA 10+00.04
INV. 4916.60 (E)
FES C1
STA 10+40.27
INV. 4916.80 (W)
PROPOSED
GROUND
EXISTING
GROUND
4900
4905
4910
4915
4920
4925
4930
4935
4940
4900
4905
4910
4915
4920
4925
4930
4935
4940
9+50 10+00 11+00 11+50
64.84 LF
24" RCP
@ 4.45%
FES D
STA 10+00.00
INV. 4913.50 (E)
FES D1
STA 10+64.84
INV. 4916.38 (W)
PROPOSED
GROUND
EXISTING
GROUND
VAULT
CABLE F.O.
T T T T T T
G G G G
G
G
FO
FO
FO
FO FO
FO
W
W W
W W W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
FES B1
STA 10+77.04
N: 124720.41
E: 221085.09
FES B
STA 10+00.00
N: 124643.75
E: 221092.79
77.04 LF
15" RCP
@ 0.50%
MAIN STREET
EXISTING 8"
WATER
PROPOSED CULVERT
(SEE ONSITE PLANS -
SEE NOTE #7)
PROPOSED CULVERT
(SEE ONSITE PLANS -
SEE NOTE #7)
15' UTILITY EASEMENT
8' SIDEWALK
PROPOSED RIPRAP
PROPOSED 2'
SIDEWALK
CULVERT & RIPRAP
RUNDOWN
T T T T
G G G G
FO FO
FO FO FO
FO FO FO FO FO
W
W
W W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
FES C1
STA 10+40.27
N: 124358.06
E: 221091.93
FES C
STA 10+00.04
N: 124357.25
E: 221051.70
40.23 LF
15" RCP
@ 0.50%
MAIN STREET
EXISTING 8"
WATER
PROPOSED STORM DRAIN
(SEE ONSITE PLANS -
SEE NOTE #7)
15' UTILITY EASEMENT
8' SIDEWALK
PROPOSED RIPRAP
SS SS SS SS
SS SS
S
F.O. F.O.
VAULT
CABLE
F.O.
E
E
T T T T T
G G G G G
FO
FO
FO
FO FO
FO
FO
FO
FO FO FO FO
W W W
W
W
MAIN STREET
15' UTILITY EASEMENT
8' SIDEWALK
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
FES D1
STA 10+64.84
N: 123812.97
E: 221085.97
FES D
STA 10+00.00
N: 123813.15
E: 221021.13
64.84 LF
24" RCP
@ 4.45%
EXISTING 12" PVC
SANITARY SEWER
(BOXELDER)
PROPOSED STORM DRAIN
(SEE ONSITE PLANS -
SEE NOTE #7)
PROPOSED 2' CONCRETE PAN
(SEE ONSITE PLANS -
SEE NOTE #7)
PROPOSED RIPRAP
PROPOSED 15"
RCP CULVERT
KEYMAP
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
CULVERT D
CULVERT A
NORTH
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 53
ST1
PLAN & PROFILE
STORM CULVERTS A, B, C, & D
10
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 WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EASEMENT LINE
CONTROL
IRR
PROPOSED GAS G
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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET
BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING
LENGTH OF FLARED END SECTIONS.
4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE
CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE)
OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER.
ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT
WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC
PIPE).
5. ALL RIPRAP PADS SHALL BE 4'x4'x1.5 DEEP TYPE L.
6. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED
DECEMBER 19, 2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY
AND HAVE NOT BEEN SURVEYED. CONTRACTOR TO VERIFY RELEVANT
INFORMATION PRIOR TO CONSTRUCTION.
7. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY
PLANS FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS
FOR PSD HIGH SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
NOTES:
PROPOSED ELECTRIC E
EASEMENT LINE
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROFILE SCALE: PROFILE SCALE: PROFILE SCALE: PROFILE SCALE:
CULVERT A CULVERT B CULVERT C CULVERT D
NORTH NORTH NORTH
CULVERT B
CULVERT C
T
T T
T
T
T
FO FO FO FO
FO
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
CTV CTV CTV CTV
T
T
T
T
T
T
T T
T
G
G
G
G
G
MH
W W
OHE OHE
W W
W W
W
G
WV
W W
W
W W
W
G
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
8" W
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
STA.=43+25.53
CONNECT TO EXISITNG
w/ 12"X12" CROSS w/ TB
1-12" BFV (W), 12"x2" REDUCER (S),
& 12"x8" REDUCER (E)
72' FL-FL
97.5' PROPOSED ROW
EXISTING GAS
LINE
EXISTING GAS
LINE
15' UTILITY EASEMENT
8' SIDEWALK
81' DITCH EASEMENT
30' BOXELDER
SANITARY EASEMENT
PROSPECT ROAD
MAIN STREET
CARRIAGE ROAD
STORM DRAIN
(SEE NOTE #14)
EXISTING 12" PVC SANITARY
SEWER (BOXELDER)
TIMNATH RESERVOIR INLET CANAL
APPROXIMATE LOCATION
EXISTING 8" WATER
STORM DRAIN
(SEE NOTE #14)
APPROXIMATE LOCATION
EXISTING 2" WATER
24" STEEL CASING
PIPE (SEE NOTE #14)
APPROXIMATE LOCATION
EXISTING 2" WATER
STA.=41+13.89
ARV
80.17 LF 12" PVC
S89°59'09"E
91.71 LF 12" PVC
S89°59'09"E
22.63 LF 12" PVC
S44°59'09"E
17.13 LF 12" PVC
S89°59'09"E
STA.=42+05.60
12"X6" SWIVEL TEE
w/ FH ASSEMBLY
& 6" GV (N)
442.88 LF 12" PVC
S89°59'09"E
629.84 LF 12" PVC
S89°59'09"E
FIRE HYDRANT
N:123599.13
E:221047.93
STA.=42+85.77
45° BEND w/TB
STA.=43+08.40
45° BEND w/TB
12'x6' RCBC (TRIC)
SEE CONSTRUCTION PLANS FOR
TIMNATH RESERVOIR INLET CANAL
DATED DECEMBER 19, 2019
76.93 LF 8" PVC
N00°38'58"E
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
POUDRE SCHOOL
DISTRICT
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
STA.=36+71.01
12"X8" TEE w/TB
1-12" BFV (E), 1-8" GV (S)
CONNECT TO EXISTING
4" WATER LINE
w/ 8"x4" REDUCER
RELOCATE EXISTING
VALVE AS NEEDED
N:123508.09
E:220511.94
PROPOSED 15" RCP
CULVERT
EXISTING 8" WATER
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
4916.85
4916.24
4916.28
4916.79
4917.32
4917.91
4918.50
4918.97
4918.75
4918.72
4917.00
4916.69
4916.39
4916.13
4916.06
4916.16
4916.40
4916.53
4916.66
4916.91
4917.04
4917.17
4917.46
4917.61
4917.76
4918.05
4918.20
4918.35
4918.64
4918.79
4918.90
4918.98
4918.95
4918.88
4918.61
4918.46
4918.53
4918.56
12" PVC
12" PVC
12" PVC
12" PVC
STA. 43+25.5
CONNECT TO EXISITNG
w/ 12"X12" CROSS w/ TB
1-12" BFV (W), 12"x2" REDUCER (S),
& 12"x8" REDUCER (E)
T.O.P.=4913.69
STA. 36+71.0
0.0° DEFLECTION
T.O.P.=4912.18
STA. 35+94.2
0.3° DEFLECTION
T.O.P.=4911.72
STA. 36+71.01
12"X8" TEE w/TB
1-12" BFV (E), 1-8" GV (S),
& 8"x4" REDUCER (S)
T.O.P.=4912.18
STA. 42+85.77
45° BEND w/TB
T.O.P.=4913.79
STA. 43+08.40
45° BEND w/TB
T.O.P.=4913.73
STA. 41+13.89
ARV
T.O.P.=4914.29
STA. 42+05.60
12"X6" SWIVEL TEE
w/ FH ASSEMBLY
& 6" GV (N)
T.O.P.=4914.00
100.7' DEF.
STA. 40+79.58
T.O.P.=4914.24
STA. 41+80.25
T.O.P.=4914.06
(@ 0.1°)
PROPOSED
GROUND
EXISTING
GROUND
TOP OF
PIPE
PROPOSED
GROUND
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 53
NORTH
WT3
PLAN & PROFILE
12" WATER LINE - PROSPECT ROAD
9
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
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
WT1 WT2 WT3
12" WATER LINE-PROSPECT RD
PROFILE SCALE:
LINE
MATCH STA
33+50
MATCH LINE SEE SHEET WT2 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).
13. CONTRACTOR TO COORDINATE LOCATION OF RELOCATED SERVICE TAPS AND METERS
WITH ELCO FIELD STAFF AND CONNECT TO EXISTING HOME'S SERVICE LINE.
14. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER 19,
2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT BEEN
SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
15. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS FOR
PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
16. EXISTING 4" A.C. WATER LINE IN PROSPECT ROAD SHALL BE REMOVED BY EAST
LARIMER COUNTY WATER DISTRICT DUE TO HAZARDOUS MATERIAL. CONTRACTOR'S
DEMOLITION RESPONSIBILITIES FOR THE 4" A.C. WATER LINE IN PROSPECT ROAD SHALL
BE LIMITED TO EXPOSING THE PIPE. CONTRACTOR SHALL COORDINATE ALL WATER
LINE'S DEMOLITION ACTIVITIES WITH EAST LARIMER COUNTY WATER DISTRICT
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
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
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
8" SS
STA.=30+41.16
12"X8" TEE w/TB
1-12" BFV (E), 1-8" GV (S),
54' FL-EOA
107.5' PROPOSED ROW
±24' OF SERVICE TO
BE EXTENDED WITH
2" HDPE CASING
EXISTING GAS
LINE
STA.=23+21.60
12"X8" TEE w/TB
1-12" BFV (E)
& 1-8" GV (N)
TEMP FH
w/ 8"x6" REDUCER
T.O.P. ELEV: 4911.54
N:123615.35
E:219163.93
719.57 LF 12" PVC
S89°59'09"E
15' UTILITY EASEMENT
8' SIDEWALK
81' DITCH EASEMENT
30' BOXELDER
SANITARY EASEMENT
629.84 LF 12" PVC
S89°59'09"E
MEADOWAIRE
DRIVE
PROSPECT ROAD
EXISTING 12" PVC SANITARY
SEWER (BOXELDER)
STORM DRAIN
(SEE NOTE #14)
20" STEEL CASING
PIPE (SEE NOTE #14)
97.5' PROPOSED ROW
560.25 LF 12" PVC
S89°59'09"E
12'x6' RCBC (TRIC)
SEE CONSTRUCTION PLANS FOR
TIMNATH RESERVOIR INLET CANAL
DATED DECEMBER 19, 2019
79.97 LF 8" PVC
N00°12'06"E
CONNECT TO EXISTING
4" WATER LINE
w/ 8"x4" REDUCER
RELOCATE EXISTING
VALVE AS NEEDED
N:123505.20
E:219883.21
30.00 LF 8" PVC
S00°00'48"W
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
8" WATER LINE
(SEE NOTE #15)
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
4918.05
4918.25
4917.80
4917.25
4916.72
4916.78
4917.31
4917.86
4918.40
4918.46
4917.97
4917.45
4917.91
4918.17
4918.27
4918.19
4918.08
4917.94
4917.66
4917.53
4917.39
4917.11
4916.98
4916.84
4916.61
4916.55
4916.66
4916.90
4917.04
4917.18
4917.45
4917.59
4917.73
4918.00
4918.14
4918.28
4918.49
4918.52
4918.51
4918.36
4918.23
4918.10
4917.84
4917.71
4917.58
4917.30
12" PVC
STA. 30+41.16
12"X8" TEE w/TB
1-12" BFV (E), 1-8" GV (S)
T.O.P.=4911.55
STA. 23+21.60
12"X8" TEE w/TB
1-12" BFV (E)
& 1-8" GV (N)
T.O.P.=4911.33
PROPOSED
GROUND
EXISTING
GROUND
TOP OF
PIPE
PROPOSED
GROUND
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 53
NORTH
WT2
PLAN & PROFILE
12" WATER LINE - PROSPECT ROAD
8
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
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
WT1 WT2 WT3
12" WATER LINE-PROSPECT RD
PROFILE SCALE:
MATCH LINE SEE SHEET WT3 STA 33+50
LINE
MATCH STA
33+50
MATCH LINE SEE SHEET WT1 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).
13. CONTRACTOR TO COORDINATE LOCATION OF RELOCATED SERVICE TAPS AND METERS
WITH ELCO FIELD STAFF AND CONNECT TO EXISTING HOME'S SERVICE LINE.
14. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER 19,
2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT BEEN
SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
15. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS FOR
PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
16. EXISTING 4" A.C. WATER LINE IN PROSPECT ROAD SHALL BE REMOVED BY EAST
LARIMER COUNTY WATER DISTRICT DUE TO HAZARDOUS MATERIAL. CONTRACTOR'S
DEMOLITION RESPONSIBILITIES FOR THE 4" A.C. WATER LINE IN PROSPECT ROAD SHALL
BE LIMITED TO EXPOSING THE PIPE. CONTRACTOR SHALL COORDINATE ALL WATER
LINE'S DEMOLITION ACTIVITIES WITH EAST LARIMER COUNTY WATER DISTRICT
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
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
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
C
M M
CABLE
W W
W
W W
W
W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W 12" W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
STA.=10+51.62
12"X6" SWIVEL TEE
& 1-6" GV (N)
STA.=10+41.62
45° BEND w/TB
& 12"X4" REDUCER (E)
STA.=16+72.83
12"X8" TEE w/TB
1-8" GV (N)
& 2-12" BFV (E,W)
12" SS
12" SS
G G G G
E E
STA.=10+05.00
45° BEND w/TB
TEMP FH
w/ 8"x6" REDUCER
T.O.P. ELEV: 4912.12
N:123615.51
E:218515.17
54'
FL-EOA
87.5' ROW
±57' OF SERVICE TO
BE EXTENDED WITH
2" HDPE CASING
±57' OF SERVICE TO
BE EXTENDED WITH
2" HDPE CASING
±57' OF SERVICE TO
BE EXTENDEDWITH
2" HDPE CASING
EXISTING GAS
LINE
EXISTING 15"
SANITARY SEWER
(BOXELDER)
EXISTING 60"
GREELEY STEEL
WATERLINE
15' UTILITY EASEMENT
8' SIDEWALK
15' UTILITY EASEMENT
8' SIDEWALK
81' DITCH
EASEMENT
30' BOXELDER SANITARY EASEMENT
107.5' ROW
PROSPECT ROAD
MCLAUGHLIN
LANE
STORM DRAIN (SEE NOTE #14)
24" STEEL
CASING PIPE
(SEE NOTE #14)
8" WATER LINE
EXISTING 60" (SEE NOTE #15)
GREELEY STEEL
WATERLINE
STA.=17+61.34
12"X6" SWIVEL TEE
w/ FH ASSEMBLY
& 1-6" GV (N)
STA.=16+49.83
12"X12" TEE w/TB
& 1-12" BFV (S)
560.25 LF 12" PVC
S89°59'09"E
88.51 LF 12" PVC
S89°59'09"E
23.01 LF 12" PVC
S89°59'09"E
FIRE HYDRANT
N:123599.91
E:217893.95
FIRE HYDRANT
N:123611.74
E:218603.67
12'x6' RCBC (TRIC)
SEE CONSTRUCTION PLANS FOR
TIMNATH RESERVOIR INLET
CANAL DATED DECEMBER 19, 2019
CONNECT TO EXISTING
2" WATER
w/ 12"x2" REDUCER
N:123425.82
E:218492.09
APPROXIMATE LOCATION OF
EXISTING 2" PVC WATERLINE
159.69 LF 12" PVC
S00°01'26"W
RELOCATED SERVICE
FOR 4529 E. PROSCPECT
ROAD (NOTE #13)
N:123476.79
E:218474.52
30.00 LF 8" PVC
S00°00'48"W
RELOCATED SERVICE
FOR 4533 E. PROSCPECT
ROAD (NOTE #13)
N:123456.79
E:218474.51
STA.=10+00.00
CONNECT TO
EXISTING 4" AC
w/ 4"X2" TEE w/TB
& 1-2" GV (S)
5.00 LF 4" PVC
N89°48'30"E
36.62 LF 4" PVC
N45°00'36"E
5.00 LF 4" PVC
N89°48'30"E
10.00 LF 12" PVC
S89°59'24"E
32.00 LF 2" PVC
S00°11'30"E
APPROXIMATE LOCATION
EXISTING 2" PVC WATER
40' CITY OF GREELEY
WATER EASEMENT
REC. NO. 2006-0079451
JIRON JACKLYN E
4525 E PROSPECT RD EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD
WHITE ERIC S.
CW SUBTRUST
1100 SE FRONTAGE RD
SIGNORELLI JACKLYN C
4529 E PROSPECT RD
GRAY VAL/DELORES K
4517 E PROSPECT RD
ALVAREZ ALBERTO
4509 E PROSPECT RD
POUDRE R-1 SCHOOL DISTRICT
2407 LAPORTE AVE
POUDRE SCHOOL
DISTRICT
598.21 LF 12" PVC
S89°59'09"E
CONNECT TO EXISTING
2" PVC WATER
N:123529.26
E:217852.92
EXISTING WATER
METER (TYP.)
PVC UTILITY CONDUIT
(SEE NOTE #15)
EXISTING 12"
SANITARY SEWER
(BOXELDER)
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
STA. 10+00.0
CONNECT TO
EXISTING 4" AC
T.O.P.=4910.04
STA. 12+50.0
0.3° DEFLECTION
T.O.P.=4911.19
STA. 10+51.62
12"X6" SWIVEL TEE
& 1-6" GV (N)
T.O.P.=4910.28
STA. 17+61.34
12"X6" SWIVEL TEE
w/ FH ASSEMBLY
& 1-6" GV (N)
T.O.P.=4911.19
STA. 16+72.83
12"X8" TEE w/TB
1-8" GV (N)
& 1-12" BFV (E)
T.O.P.=4911.19
STA. 10+05.00
45° BEND w/TB
T.O.P.=4910.07
STA. 10+41.62
45° BEND w/TB
& 12"X4" REDUCER (E)
T.O.P.=4910.23
STA. 16+49.83
12"x12" TEE w/ TB
& 1-12" BFV (S)
T.O.P.=4911.19
PROPOSED
GROUND
EXISTING
GROUND
4915.16
4915.05
4915.60
4916.15
4916.70
4917.25
4917.41
4916.94
4916.40
4916.42
4916.95
4917.50
4914.92
4914.91
4915.19
4915.33
4915.46
4915.74
4915.88
4916.01
4916.29
4916.43
4916.56
4916.84
4916.98
4917.11
4917.36
4917.42
4917.44
4917.33
4917.21
4917.07
4916.80
4916.66
4916.52
4916.30
4916.23
4916.31
4916.54
4916.67
4916.81
4917.09
4917.22
4917.36
4917.64
TOP OF
PIPE
PROPOSED
GROUND
15" PVC SANITARY
STA.=17+42.31
INV.=4898.64
EXISTING 60" GREELEY
STEEL WATERLINE
STA.=17+06.43
TOP=4904.11
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 53
NORTH
WT1
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
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
WT1 WT2 WT3
12" WATER LINE-PROSPECT RD
PROFILE SCALE:
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
MATCH LINE SEE SHEET WT2 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).
13. CONTRACTOR TO COORDINATE LOCATION OF RELOCATED SERVICE TAPS AND METERS
WITH ELCO FIELD STAFF AND CONNECT TO EXISTING HOME'S SERVICE LINE.
14. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER 19,
2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT BEEN
SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
15. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS FOR
PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
16. EXISTING 4" A.C. WATER LINE IN PROSPECT ROAD SHALL BE REMOVED BY EAST
LARIMER COUNTY WATER DISTRICT DUE TO HAZARDOUS MATERIAL. CONTRACTOR'S
DEMOLITION RESPONSIBILITIES FOR THE 4" A.C. WATER LINE IN PROSPECT ROAD SHALL
BE LIMITED TO EXPOSING THE PIPE. CONTRACTOR SHALL COORDINATE ALL WATER
LINE'S DEMOLITION ACTIVITIES WITH EAST LARIMER COUNTY WATER DISTRICT
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
FO
FO FO FO FO
FO
FO
FO
FO
E
E E
E E
T T T T
T
T
T
T
T
FO FO
FO
FO
FO
FO
FO FO
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
CTV CTV
T
T
T
T
T T
G
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
W
G
OHU OHU
/ / / / / / / /
/ / / / / / / /
X
X
X X X
X
X
X X X X
X
/
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/ / / / / / / /
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/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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
G
W
W
W
PROSPECT ROAD
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/
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/
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/
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/
/ / / / / / / / /
EXISTING
90' ROW
EXISTING ±26' EOP-EOP
TO BE REMOVED
/ / /
/
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/
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/
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/
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EXISTING BOXELDER
SANITARY EASEMENT
(WIDTH VARIES)
EXISTING GAS
LINE TO REMAIN
EXISTING GRAVEL DRIVEWAY
APPROACH TO BE REMOVED
AND REPLACED
EXISTING GRAVEL DRIVEWAY
APPROACH TO BE REMOVED
AND REPLACED
EXISTING GRAVEL DRIVEWAY
APPROACH TO BE REMOVED
AND REPLACED
EXISTING 8"
WATER (ELCO)
EXISTING FIBER OPTIC
VAULT TO BE RELOCATED
EXISTING SIGN TO
BE REMOVED
EXISTING STOP
SIGN AHEAD SIGN
TO BE REMOVED
EXISTING CONCRETE DITCH
LACY KEITH W JR
1601 S COUNTY ROAD 5
HEBBELN JAMES E/DEBRA S
1647 ENCHANTMENT DR
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
/ / / / / / / / / / / / / / /
/
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/
/ / / / / / / / / / / / / / /
MAIN STREET
MAIN STREET
EXISTING
GAS
EXISTING
COMMMUNICATION
EXISTING
OVERHEAD UTILITY
EXISTING CONCRETE
IRRIGATION DITCH TO BE
REMOVED AS NEEDED
EXISTING ELECTRIC
PEDESTAL
(TO BE RELOCATED IF NEEDED)
APPROXIMATE LOCATION OF
EXISTING 2" WATER LINE (ELCO)
FIBER OPTIC VAULT
TO BE RELOCATED
EXISTING STOP SIGN
TO BE REMVOED
EXISTING OVERHEAD UTILITY TO BE
REMOVED AND UNDERGROUNDED
(SEE NOTE #7)
EXISTING OVERHEAD UTILITY TO BE
REMOVED AND UNDERGROUNDED
(SEE NOTE #7)
EXISTING POWER POLE
TO BE REMOVED
(SEE NOTE #7)
EXISTING POWER POLE
TO BE REMOVED
(SEE NOTE #7)
EXISTING POWER POLE
TO BE REMOVED
(SEE NOTE #7)
EXISTING POWER POLE
TO BE REMOVED
(SEE NOTE #7)
HAZARD STRIPS
SIGNS TO BE
REMOVED
EXISTING GRAVEL ACCESS
TO BE REMOVED
24" STEEL
CASING PIPE
(SEE NOTE #8)
APPROXIMATE
LOCATION EXISTING
2" WATER (ELCO)
APPROXIMATE
LOCATION EXISTING
8" WATER (ELCO)
STOP SIGN TO BE
REMOVED
EXISTING 15" PVC
SANITARY SEWER
(BOXELDER)
TIMNATH RESERVOIR INLET
CANAL (SEE NOTE #8)
POUDRE R-1 SCHOOL DISTRICT
2407 LAPORTE AVE
FORT COLLINS, CO 80521
SS SS SS
SS
SS SS SS
SS
SS
SS SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS
OHU OHU
C
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
X X
X
X
W
MH F.O.
S
C.O.
S
S
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 SD SD
S
E
E
E E E
E
E E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E E 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
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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 ±25'
EOP-EOP
TO BE REMOVED
EXISTING ±25'
EOP-EOP
TO BE REMOVED
EXISTING 10' CONCRETE TRAIL
100' EXISTING
ROW
100' EXISTING
ROW
EXISTING 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
TRACT B
SERRATOGA FALLS 2ND FILING
COCHRAN, BRAD M/SANDRA J
1225 S COUNTY ROAD 5
MAIN STREET
EXISTING
GAS
EXISTING
ELECTRIC
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)
POUDRE R-1 SCHOOL DISTRICT
2407 LAPORTE AVE
FORT COLLINS, CO 80521
SS SS SS SS SS
LT
LT
LT
LT
LT
LT
LT
LT
LT
SP
SP
SP
SP
SP
SP
SP
SP SP
SP
SP
D
/ / / / / / / /
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/ / / / / / / / / / / / / / / /
X
X
F
E
S
F
E
S
W
E
C
S
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
SD SD
E
E E
E E
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
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
/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
EXISTING 120'
ROW
120' EXISTING
ROW
EXISTING 36.8'
EOP-EOP
TRACT B
SERRATOGA FALLS 2ND FILING
DUNN, RICHARD L/CAROL B
5021 KITCHELL WAY
COCHRAN, BRAD
M/SANDRA J
1225 S COUNTY ROAD 5
EXISTING MAIN STREET
GAS
EXISTING
CULVERT
EXISTING
8" WATER
(ELCO)
PROPOSED
SAWCUT
SERRATOGA
FALLS
PARKWAY
KITCHELL
WAY
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 53
NORTH
EX3
DEMOLITION PLAN
EXISTING CONDITIONS &
6
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
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.
8. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER 19,
2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT BEEN
SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
9. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS FOR
PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
10. EXISTING 4" A.C. WATER LINE IN PROSPECT ROAD SHALL BE REMOVED BY EAST
LARIMER COUNTY WATER DISTRICT DUE TO HAZARDOUS MATERIAL. CONTRACTOR'S
DEMOLITION RESPONSIBILITIES FOR THE 4" A.C. WATER LINE IN PROSPECT ROAD
SHALL BE LIMITED TO EXPOSING THE PIPE. CONTRACTOR SHALL COORDINATE ALL
WATER LINE'S DEMOLITION ACTIVITIES WITH EAST LARIMER COUNTY WATER DISTRICT.
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 OVERHEAD UTILITY OHU
EXISTING FIBER OPTIC FO
EXISTING CABLE CTV
G
EXISTING TELEPHONE T
EXISTING GAS
EXISTING LOT LINE
EASEMENT
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING WATER TO BE REMOVED/LEFT IN PLACE W
EX1
EX3
EX2
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
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
OHU OHU
OHU
OHU OHU OHU
S S S
C
CC
WV
WV
C C
T T
T
FO FO FO
FO FO FO
/ / / / / /
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/ / / / / /
/
/ / / / / /
/
/ / / / / /
/
/ / / / / / / / / /
/
/ /
/
/ / / / / /
/
/ /
/
/ / / / / / / / /
/
/ /
/
/ / / / / / / / / / / /
/
/ / / / / / / / / / / /
/
/ / / / / / / / / / / /
/
/ / / / / / / / / / / /
/
/ / / / / / / / / / / /
/
/ / / / / / / / / / / /
/
/ / / / / / / / / / / / /
/
/ / /
/
/ / / / / / / / / / / / / / / /
/
/ / /
/
/ / / / / / / / / / / /
/
/ / /
/
/
EXISTING ±25' EOP-EOP
TO BE REMOVED
EXISTING 70'
ROW
30' BOXELDER
SANITATION DISTRICT
UTILITY EASEMENT
81' DITCH
EASMENT
TIMNATH RESERVOIR INLET CANAL
STORM DRAIN
(SEE NOTE #8)
EXISTING 15" PVC SANITARY
SEWER (BOXELDER)
SECTION LINE
EXISTING SPEED LIMIT
SIGN TO BE REMOVED
& RELOCATED
STORM DRAIN
(SEE NOTE #8)
SEE CONSTRUCTION PLANS FOR
TIMNATH RESERVOIR INLET CANAL
DATED DECEMBER 19, 2019
EXISTING FENCES
TO BE REMOVED
EXISTING 4" A.C. WATERLINE
TO BE REMOVED
(SEE NOTE #10) ±49 LF EXISTING 4" A.C.
WATERLINE TO BE REMOVED
(SEE NOTE #10)
/ /
/
/ / /
/
/ / / / / /
/
/ / /
EXISTING 4" A.C. WATERLINE
TO BE REMOVED
(SEE NOTE #10)
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
EXISTING OVERHEAD UTILITY TO BE
REMOVED AND UNDERGROUNDED
(SEE NOTE #7)
EXISTING POWER POLE
TO BE REMOVED
(SEE NOTE #7)
/ / / / / / / / / / / / / / /
/
/ / / / / / / / / / / /
/
/ / / / / /
/
/ / / / / / / / / / / /
/
/ / / / / / / / / / / / / / / / / / /
/
/ / / / / / / / / / /
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
PROSPECT ROAD
MEADOWAIRE
DRIVE
CARRIAGE ROAD
POUDRE R-1 SCHOOL DISTRICT
2407 LAPORTE AVE
FORT COLLINS, CO 80521
EXISTING
"STOP" SIGN
EXISTING
"STOP" SIGN
SS
SS SS
SS
SS
SS
W
W
G G
G
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
OHU
OHU OHU OHU
B M
C
S
GAS
C
WV
B M
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
D
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
T
B M
H2O
WV
WV
WV
W
S
O
TELE
VAULT
F.O.
VAULT
VAULT CABLE
F.O. C
CABLE
CABLE
CABLE TELE
GAS
VAULT
CABLE
F.O.
F.O.
GAS
GAS
T GAS
H
Y
D
S
SD
SD
SD
S
G
G
G
FO
FO
FO FO
E
T
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
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
P
H
PH
MH
W
W
WV
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
W 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
OHU OHU
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
OHU
OHU OHU
WV
W
W
W W W W
W
W
W
W W W W W W
W
W
W
G
W
W
W
W
W
/ / / /
/
/ / /
/
/ / / / / / / /
/
/ / / / / / /
/
/ / / /
/
/ / / /
/
/ / / /
/
/ / / /
/
/
/ / /
/
/ / /
/
/ / /
/
/ / /
/
/ / /
/
/ / /
/
/
/ / / / /
/
/ / / / / /
/
/ / / / / /
/
/ / /
EXISTING ±24' EOP-EOP
TO BE REMOVED EXISTING 118' ROW
/ / / / / / / / / / / /
/
/ / / /
/
/ / / /
/
/ / / / / / / / / / / / / / / / / /
/
/
/ / / / / / / / / / / / /
/
/ / / /
/
/ / / /
/
/ / / /
/
/ / / /
/
/ / / /
/
/
/ / /
/
/ / / /
/
/
/
/ / / /
/
/ / / /
/
/ / / /
/
TIMNATH RESERVOIR INLET CANAL
EXISTING ±25' EOP-EOP
TO BE REMOVED
10' CONCRETE TRAIL
IRRIGATION EASEMENT 50' GAS LINE
EASEMENT
30' ELCO WATER
LINE EASEMENT
55' CACHE LA POUDRE
RESERVOIR CO.
EASEMENT
30' ELCO WATER
LINE EASEMENT
TRACT C
SERRATOGA FALLS 2ND FILING
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
EXISTING CABLE BOX TO BE
REMOVED AND RELOCATED
HAZARD STRIPS SIGNS
TO BE REMOVED
EXISTING GRAVEL ACCESS
TO BE REMOVED
EXISTING MANHOLE
EXISTING 8"
WATER (ELCO)
APPROXIMATE LOCATION
EXISTING 2" WATER
24" STEEL CASING
PIPE (SEE NOTE #8)
EXISTING 15" PVC
SANITARY SEWER
(BOXELDER)
EXISTING
STOP SIGNS
TO BE REMOVED
EXISTING TREES
TO BE REMOVED
EXISTING
FIBER OPTIC
15" STORM PIPE
(SEE NOTE #8)
EXISTING OVERHEAD UTILITY TO BE
REMOVED AND UNDERGROUNDED
(SEE NOTE #7)
EXISTING 4" A.C. WATERLINE
TO BE REMOVED
(SEE NOTE #10)
EXISTING POWER POLE
TO BE REMOVED
(SEE NOTE #7)
/ / / / / / / / / / / / / / /
/
/ /
/
/ / / / / /
/
/ /
/
/ / / / / / / / /
/
/ / / / / / / / /
/
/ /
/
/ / / / / /
/
/ /
/
/ / / / / /
/
/ /
/
EXISTING POWER POLE
TO BE REMOVED
(SEE NOTE #7)
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING POWER POLE
TO BE REMOVED
(SEE NOTE #7)
MAIN STREET
PROSPECT ROAD
APPROXIMATE LOCATION
EXISTING 8" WATER
APPROXIMATE LOCATION
EXISTING 2" WATER
EXISTING 12"
WATERLINE
BY OTHERS
EXISTING FIRE
HYDRANT
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 53
NORTH
EX2
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
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.
8. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER 19,
2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT BEEN
SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
9. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS FOR
PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
10. EXISTING 4" A.C. WATER LINE IN PROSPECT ROAD SHALL BE REMOVED BY EAST
LARIMER COUNTY WATER DISTRICT DUE TO HAZARDOUS MATERIAL. CONTRACTOR'S
DEMOLITION RESPONSIBILITIES FOR THE 4" A.C. WATER LINE IN PROSPECT ROAD
SHALL BE LIMITED TO EXPOSING THE PIPE. CONTRACTOR SHALL COORDINATE ALL
WATER LINE'S DEMOLITION ACTIVITIES WITH EAST LARIMER COUNTY WATER DISTRICT.
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 OVERHEAD UTILITY OHU
EXISTING FIBER OPTIC FO
EXISTING CABLE CTV
G
EXISTING TELEPHONE T
EXISTING GAS
EXISTING LOT LINE
EASEMENT
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING WATER TO BE REMOVED/LEFT IN PLACE W
EX1
EX3
EX2
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 SHEET EX1
MATCH LINE - SEE BELOW LEFT
MATCH LINE - SEE ABOVE RIGHT
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
X
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
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
W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
W W W
WV
W
W
W
W
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
/ / / / / /
/
/ / / / / / / /
/
/ / / / / / / /
/
/ / / / / / / /
/
/ / / / / / / /
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/ / /
/
/ / / / / / / / / /
/
/ / / / / / / / /
/
/ / / / / / / / / /
/
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EXISTING ±24' EOP-EOP
TO BE REMOVED
EXISTING ±24'
EOP-EOP
EXISTING 60'
ROW
TIMNATH RESERVOIR INLET CANAL
40' CITY OF GREELEY
WATER EASEMENT
REC. NO. 2006-0079451
EXISTING 15" PVC
SANITARY SEWER
(BOXELDER)
EXISTING 60" WATERLINE
(CITY OF GREELEY)
EXISTING 4" A.C. WATERLINE
TO BE REMOVED
(SEE NOTE #10)
EXISTING OVERHEAD UTILITY TO BE
REMOVED AND UNDERGROUNDED
(SEE NOTE #7)
SECTION LINE
24" STEEL CASING
PIPE (SEE NOTE #8)
EXISTING
WATER METER (TYP.)
APPROXIMATE LOCATION OF
±100 LF EXISTING 2" PVC
WATERLINE TO BE
ABANDONED IN PLACE
EXISTING SERVICE FOR 4533 E.
PROSPECT ROAD TO BE RELOCATED
APPROXIMATE LOCATION OF
EXISTING 2" PVC WATERLINE TO
BE ABANDONED IN PLACE (ELCO)
EXISTING SERVICE
TO BE RELOCATED
EXISTING 4" A.C.
WATERLINE TO REMAIN
APPROXIMATE LOCATION OF
EXISTING 2" PVC WATERLINE
EXISTING UTILITY POLE
TO BE REMOVED (SEE NOTE #7)
EXISTING UTILITY POLE
TO BE REMOVED (SEE NOTE #7)
JIRON JACKLYN E
4525 E PROSPECT RD
WHITE ERIC S.
CW SUBTRUST
1100 SE FRONTAGE RD
SIGNORELLI JACKLYN C
4529 E PROSPECT RD
GRAY VAL/DELORES K
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
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PROSPECT ROAD
MCLAUGHLIN
LANE
APPROXIMATELY 115 LF EXISTING
±12'-16' GRAVEL ROAD TO BE REMOVED
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SS SS SS
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SS SS SS SS
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CTV
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OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
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VAULT
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VAULT
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TIMNATH RESERVOIR INLET CANAL
EXISTING 80'
ROW
30' BOXELDER
SANITATION DISTRICT
UTILITY EASEMENT
EXISTING ±25' EOP-EOP
TO BE REMOVED
EXISTING 97.5'
ROW
81' DITCH
EASMENT
EXISTING OVERHEAD UTILITY TO BE
REMOVED AND UNDERGROUNDED
(SEE NOTE #7)
STORM DRAIN
(SEE NOTE #8)
SECTION LINE
EXISTING 15" PVC SANITARY
SEWER (BOXELDER)
EXISTING ELECTRIC
EQUIPMENT TO BE
REMOVED & RELOCATED
EXISTING OVERHEAD UTILITY TO BE
REMOVED AND UNDERGROUNDED
(SEE NOTE #7)
STORM DRAIN
(SEE NOTE #8)
20" STEEL CASING
PIPE (SEE NOTE #8)
SEE CONSTRUCTION PLANS FOR
TIMNATH RESERVOIR INLET CANAL
DATED DECEMBER 19, 2019
EXISTING 4" A.C. WATERLINE
TO BE REMOVED
(SEE NOTE #10)
EXISTING UTILITY POLE
TO BE REMOVED
(SEE NOTE #7)
EXISTING UTILITY POLE
TO BE REMOVED
(SEE NOTE #7)
EXISTING POWER POLE
TO BE REMOVED
(SEE NOTE #7)
EXISTING 4" A.C. WATERLINE
TO BE REMOVED
(SEE NOTE #10)
±49 LF EXISTING 4" A.C.
WATERLINE TO BE REMOVED
(SEE NOTE #10)
/ / / / / / / / / / / /
/
/ / /
/
EXISTING UTILITY POLE
TO BE REMOVED
(SEE NOTE #7)
EKBLAD LARRY R/LINDA M
4701 E PROSPECT RD NICHOLS LIVING TRUST 1601 MEADOWAIRE DR
EKBLAD LARRY R/LINDA M
4725 E PROSPECT RD
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MEADOWAIRE
DRIVE
PROSPECT ROAD
POUDRE R-1 SCHOOL DISTRICT
2407 LAPORTE AVE
FORT COLLINS, CO 80521
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 53
NORTH
EX1
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
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.
8. EXISTING INFORMATION FOR TIMNATH RESERVOIR INLET CANAL, DATED DECEMBER 19,
2019, IMPROVEMENTS BASED ON DESIGN INFORMATION ONLY AND HAVE NOT BEEN
SURVEYED. CONTRACTOR TO VERIFY RELEVANT INFORMATION PRIOR TO
CONSTRUCTION.
9. THIS PROJECT IS TO BE CONSTRUCTED CONCURRENTLY WITH THE UTILITY PLANS FOR
PSD HIGH SCHOOL MIDDLE SCHOOL #2. REFER TO UTILITY PLANS FOR PSD HIGH
SCHOOL MIDDLE SCHOOL #2 FOR ADDITIONAL INFORMATION.
10. EXISTING 4" A.C. WATER LINE IN PROSPECT ROAD SHALL BE REMOVED BY EAST
LARIMER COUNTY WATER DISTRICT DUE TO HAZARDOUS MATERIAL. CONTRACTOR'S
DEMOLITION RESPONSIBILITIES FOR THE 4" A.C. WATER LINE IN PROSPECT ROAD
SHALL BE LIMITED TO EXPOSING THE PIPE. CONTRACTOR SHALL COORDINATE ALL
WATER LINE'S DEMOLITION ACTIVITIES WITH EAST LARIMER COUNTY WATER DISTRICT.
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 OVERHEAD UTILITY OHU
EXISTING FIBER OPTIC FO
EXISTING CABLE CTV
G
EXISTING TELEPHONE T
EXISTING GAS
EXISTING LOT LINE
EASEMENT
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING WATER TO BE REMOVED/LEFT IN PLACE W
EX1
EX3
EX2
MATCH LINE - SEE BELOW LEFT
MATCH LINE - SEE ABOVE RIGHT
MATCH LINE - SEE SHEET EX2
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
D. EAST LARIMER COUNTY WATER DISTRICT
GENERAL NOTES FOR CONSTRUCTION
Version: 11/22/2019
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 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
public and private property.
4. Safety: Contractor shall comply with any and all requirements and regulations as set forth by any local, City, County, State
or Federal agency 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 acceptance 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 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 with the proposed change indicated on a copy of the signed design drawings. Any field revision
approved and installed shall also be accurately documented on the As-Built Drawings.
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 hydrant into a tracer wire box.
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 new and 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. All fitting bolts shall have zinc
caps installed.
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 per the pipe
manufacturer’s installation recommendations. Note maximum trench width detail.
11. Backfill: Backfill of acceptable material shall be placed in ‘lifts’ of uniform horizontal layers not to exceed 6-inches of
compacted depth per lift. Minimum 18" of compacted backfill above pipe must be in place before rolling mechanical
equipment type compaction is to be used. Backfill shall be compacted to 95% of optimum density in roadway areas or per
road authority’s requirements, and 90% in fields or non-road locations. Backfill compaction testing frequency shall be at
least one test per 100-lineal feet of pipeline length and at varying depths and locations in accordance with the requirements
of the applicable road authority or beginning 1.5-feet above top of pipe and at 1-foot increments to grade.
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 assign an inspector who shall inspect, check and verify that any and all
work, including all materials to be incorporated in the work, excavation, bedding, backfill, testing and all construction
methods and practices of the installed facilities is equal to or better than minimum construction requirements as set forth in
the District’s Specifications.
18. Testing: 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. Preliminary Acceptance: Preliminary Acceptance shall be issued to the Owner when all project work is complete, tested and
operational such that the infrastructure is ready to be accepted by the District. Documentation required prior to issuance of
Preliminary Acceptance includes but is not limited to chlorination test report, bacteriological test report, hydrotest report,
compaction testing report, verification of project costs, As-built drawings and Record Drawings. Following receipt, review
and acceptance by the District of these and other documents as may be required per project specifics, the District will issue
Preliminary Acceptance.
20. Project As-Built and Record Drawing Requirements:
a. As-Built Drawings are compiled and maintained during construction by the Contractor and identify, in red ink, on-site
changes to the original design. As-Built Drawings shall be delivered to the District (electronically in PDF format or
otherwise as requested by the District) for acceptance and to the project’s design engineer for creation of Record
Drawings.
21. Record Drawings are prepared by the project’s design engineer and shall accurately reflect any change made in the field
which varies from the accepted construction plans, as noted in the As-Built Drawings, including at a minimum, field
dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances. The Record
Drawings shall be reviewed and accepted by the District prior to Preliminary Acceptance of the project. Record Drawings
are to be delivered to the District in electronic format as Adobe (PDF), AutoCAD and ArcView shape files (release version to
be confirmed with District at time of submittal).
22. Warranty: The Owner 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 Owner 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.
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER 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 - 3.19'
Basis of Bearings
The Basis of Bearings is the South line of the Southeast Quarter of Section 15 as bearing North 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.
B. 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 Drainage Report for PSD Middle School High School #2 dated March 6, 2020 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 53
CS2
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
7.5'
GRADE
TIE-IN
2' ACCESS
ESMT
MATCH EXISTING
16' CENTER
MEDIAN
2' ASPHALT
SHOULDER
2.2%
(TYP.)
2.2%
(TYP.)
2.2%
(TYP.)
2.2%
(TYP.)
WIDTH VARIES FL-FL w/ DETACHED SIDEWALK ON NORTH SIDE
(PER LCUASS DETAIL 7-2F 1
2 STREET SECTION)
PROSPECT ROAD - PROPOSED SECTION
(STA. 36+99 - 42+22)
15' UTIL
ESMT
8'
WALK
10'
PKWY
6' BIKE LANE
11' TRAVEL LANE
72' ROADWAY (FL-FL
(WIDTH VARIES)
97.5' RIGHT-OF-WAY
57.5' SECTION LINE
TO PROPOSED ROW
40' 1
2 ROW
3' BIKE LANE BUFFER
MATCH EXISTING
2' ACCESS
ESMT
2.2%
(TYP.)
2.2%
(TYP.)
12' TRAVEL LANE
12' TURN LANE
11' TRAVEL LANE
5' BIKE LANE
12' TURN LANE
76' EOP-EOP w/ DETACHED SIDEWALK
(PER SERRATOGA FALLS OFF-SITE PLANS)
MAIN STREET/COUNTY ROAD 5 - LONG RANGE ULTIMATE SECTION
(RURAL 4 - LANE ARTERIAL)
4:1
4:1
ROADSIDE SWALE
(MIN. 2' DEPTH)
2' SHOULDER
80' EOP-EOP
4:1
ROADSIDE SWALE
(MIN. 2' DEPTH)
2' SHOULDER
4:1
18" VERTICAL
CURB & GUTTER
18" VERTICAL
CURB & GUTTER
16'
TURN / MEDIAN
140' ROW
54' EOP-EOP
13' TRAVEL LANE
6' BIKE LANE
13' TRAVEL LANE
6' BIKE LANE
2' GRAVEL
SHOULDER
2' GRAVEL
SHOULDER
4:1
4:1
ROADSIDE SWALE
(MIN. 2' DEPTH)
15' UTIL
ESMT
MATCH EXISTING
54' EOP-EOP w/ DETACHED SIDEWALK
(PER SERRATOGA FALLS OFF-SITE PLANS)
MAIN STREET/COUNTY ROAD 5 - PROPOSED SECTION
(RURAL 2 - LANE ARTERIAL)
16'
TURN / MEDIAN
13' TRAVEL LANE
13' TRAVEL LANE
12' TRAVEL LANE
12' TRAVEL LANE
7' BIKE LANE
7' BIKE LANE
8'
WALK
140' ROW
15' UTIL
ESMT
8'
WALK
2.2%
(TYP.)
2.2%
(TYP.)
2.2%
(TYP.)
2.2%
(TYP.)
MARCH 2020
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 - 3.19'
Basis of Bearings
The Basis of Bearings is the South line of the Southeast Quarter of Section 15 as bearing North 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
THE RIGHT OF WAYS OF EAST PROSPECT ROAD AND MAIN STREET (COUNTY ROAD 5) LOCATED IN
SECTIONS 14, 15, 22, & 23, 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
CONTACT INFORMATION
PROJECT TEAM:
SHEET INDEX
ENGINEER ING
N O R T H E RN
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-- Luke Unruh (970) 416-2724
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-----------Brian Zick (970) 498-0604
STORMWATER- City of Fort Collins Utilities----------- Dan Mogen (970) 305-5989
LANDSCAPE ARCHITECT STORMWATER- Town of Timnath------------------------ Eric Fuhrman (970) 226-0557
GEOTECHNICAL ENGINEER
PROJECT
LOCATION
PROSPECT ROAD & MAIN STREET
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 CS1 COVER SHEET
2 CS2 GENERAL & CONSTRUCTION NOTES
3 CS3 UTILITY NOTES
4-6 EX1-EX3 EXISTING CONDITIONS & DEMOLITION PLAN
7-9 WT1-WT3 12" WATER LINE - PROSPECT ROAD
10 ST1 STORM CULVERTS A, B, C, & D - PLAN & PROFILE
11 G1 PROSPECT ROAD - GRADING PLAN
12 G2 MAIN STREET - GRADING PLAN
13-17 R1-R5 PROSPECT ROAD - PLAN & PROFILE
18-21 R6-R9 MAIN STREET - PLAN & PROFILE
22-23 R10-R11 PROSPECT ROAD - SIGNAGE & STRIPING PLAN
24 R12 MAIN STREET - SIGNAGE & STRIPING PLAN
25-26 R13-R14 PROSPECT ROAD - ULTIMATE SIGNAGE & STRIPING PLAN
27 R15 MAIN STREET - ULTIMATE SIGNAGE & STRIPING PLAN
28-32 XS1-XS5 PROSPECT ROAD - ROADWAY CROSS SECTIONS
33-36 XS6-XS9 MAIN STREET - ROADWAY CROSS SECTIONS
37-42 XS10-XS15 PROSPECT ROAD - ULTIMATE ROADWAY CROSS SECTIONS
43 TS1 TRAFFIC SIGNAL LAYOUT
44-45 D1-D2 UTILITY DETAILS
46-47 D3-D4 SITE DETAILS
48 D5 DRAINAGE DETAILS
49-50 EC1-EC2 PROSPECT ROAD EROSION CONTROL PLAN
51 EC3 MAIN STREET EROSION CONTROL PLAN
52-53 EC4-EC5 EROSION CONTROL DETAILS
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 53
CS1
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:
CITY OF GREELEY
The City's acceptance shall not relieve the design engineer's
responsibility for errors, omissions, or design deficiencies for which
the City is held harmless.