HomeMy WebLinkAboutPSD PROSPECT SCHOOL SITE - FDP200003 - DOCUMENT MARKUPS - ROUND 3 - STREET RELATED DOCUMENT (3)PH
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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.
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B M
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F.O.
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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8" W
/ / / / / / / /
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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)
73' FL-EOA
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 15" 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
91.96 LF 12" PVC
S89°59'09"E
79.92 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.=41+93.81
12"X6" SWIVEL TEE w/TB
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:123599.14
E:221036.13
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)
TIE TO EXISTING
4" WATER LINE
w/ 8"x4" REDUCER
RELOCATE EXISTING
VALVE AS NEEDED
N:123508.09
E:220511.94
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
4916.78
4917.32
4917.91
4918.50
4918.97
4918.75
4918.72
4917.00
4916.69
4916.54
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
4918.62
4918.57
4918.57
4918.60
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. 41+93.81
12"X6" SWIVEL TEE w/TB
FH ASSEMBLY
& 6" GV (N)
T.O.P.=4914.03
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 45
NORTH
WT3
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
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
WT1 WT2 WT3
12" WATER LINE-PROSPECT RD
PROFILE SCALE:
LINE
MATCH STA
33+50
MATCH LINE SEE SHEET C201 STA 33+50
SS
W
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN
THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE
SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND TOWN SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
8. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
9. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5'
FROM FINISHED GRADE TO TOP OF PIPE.
10. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE
EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN PIPELINE CO. AND COMPLY WITH ALL
MAGELLAN PIPELINE CO. CRITERIA.
11. ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS.
12. CONTRACTOR TO USE 11.25° BEND(S) WITH ALL JOINTS RESTRAINED 5-FT BOTH SIDES
OF BEND, IF REQUESTED DURING CONSTRUCTION BY ELCO FIELD INSPECTOR (BASED
ON SITE CONDITIONS).
13. CONTRACTOR TO COORDINATE LOCATION OF RELOCATED SERVICE TAPS AND METERS
WITH ELCO FIELD STAFF AND CONNECT TO EXISTING HOME'S SERVICE LINE.
14. SEE CONSTRUCTION PLANS FOR TIMNATH RESERVOIR INLET CANAL DATED DECEMBER
19, 2019
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
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
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
STA.=30+41.16
12"X8" TEE w/TB
1-12" BFV (E), 1-8" GV (S),
56' 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 15" 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
TIE 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
8" WATER LINE
(SEE ONSITE PLANS)
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
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
4918.24
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 45
NORTH
WT2
PLAN & PROFILE
12" WATER LINE - PROSPECT ROAD
7
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
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
WT1 WT2 WT3
12" WATER LINE-PROSPECT RD
PROFILE SCALE:
MATCH LINE SEE SHEET C202 STA 33+50
LINE
MATCH STA
33+50
MATCH LINE SEE SHEET C200 STA 21+50
LINE
MATCH STA
21+50
SS
W
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN
THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE
SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND TOWN SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
8. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
9. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5'
FROM FINISHED GRADE TO TOP OF PIPE.
10. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE
EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN PIPELINE CO. AND COMPLY WITH ALL
MAGELLAN PIPELINE CO. CRITERIA.
11. ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS.
12. CONTRACTOR TO USE 11.25° BEND(S) WITH ALL JOINTS RESTRAINED 5-FT BOTH SIDES
OF BEND, IF REQUESTED DURING CONSTRUCTION BY ELCO FIELD INSPECTOR (BASED
ON SITE CONDITIONS).
13. CONTRACTOR TO COORDINATE LOCATION OF RELOCATED SERVICE TAPS AND METERS
WITH ELCO FIELD STAFF AND CONNECT TO EXISTING HOME'S SERVICE LINE.
14. SEE CONSTRUCTION PLANS FOR TIMNATH RESERVOIR INLET CANAL DATED DECEMBER
19, 2019
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
M
W W CC
E
C
M M
CABLE
W W
W
W
W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
STA.=10+51.62
12"X6" SWIVEL TEE w/TB
& 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)
8" SS
8" 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
56'
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 ONSITE PLANS)
GREELEY STEEL
WATERLINE
STA.=17+61.34
12"X6" SWIVEL TEE w/TB
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
TIE TO EXISTING
2" WATERLINE
w/ 12"x2" REDUCER
N:123516.74
E:218492.14
APPROXIMATE LOCATION OF
EXISTING 2" PVC WATERLINE
68.77 LF 12" PVC
S00°00'51"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
CONNECT TO
EXISTING 2" PVC
EXISTING 2" PVC
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
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. 18+50.1
0.0° DEFLECTION
T.O.P.=4911.19
STA. 10+51.62
12"X6" SWIVEL TEE w/TB
& 1-6" GV (N)
T.O.P.=4910.28
STA. 17+61.34
12"X6" SWIVEL TEE w/TB
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
<edit>° BEND
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
4914.78
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 45
NORTH
WT1
PLAN & PROFILE
12" WATER LINE - PROSPECT ROAD
6
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
P
P
C.O.
G 1 2 3 4 5 4 3 2 1 0 G
G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G
0 0 0 0 0 0 0 0
G 1 2 3 4 5 4 3 2 1 0 G
G 1 2 3 4 5 0 4 0 3 0 2 0 1 0 G
0
0 0 0
0 0 0 0 0 0 0 0
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PROSPECT RD
MAIN STREET
TRIC
WT1 WT2 WT3
12" WATER LINE-PROSPECT RD
PROFILE SCALE:
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
MATCH LINE SEE SHEET C201 STA 21+50
LINE
MATCH STA
21+50
SS
W
EXISTING RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN
THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE
SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND TOWN SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
8. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
9. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5'
FROM FINISHED GRADE TO TOP OF PIPE.
10. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE
EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN PIPELINE CO. AND COMPLY WITH ALL
MAGELLAN PIPELINE CO. CRITERIA.
11. ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS.
12. CONTRACTOR TO USE 11.25° BEND(S) WITH ALL JOINTS RESTRAINED 5-FT BOTH SIDES
OF BEND, IF REQUESTED DURING CONSTRUCTION BY ELCO FIELD INSPECTOR (BASED
ON SITE CONDITIONS).
13. CONTRACTOR TO COORDINATE LOCATION OF RELOCATED SERVICE TAPS AND METERS
WITH ELCO FIELD STAFF AND CONNECT TO EXISTING HOME'S SERVICE LINE.
14. SEE CONSTRUCTION PLANS FOR TIMNATH RESERVOIR INLET CANAL DATED DECEMBER
19, 2019
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
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
/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
W W W
W
W
OHE
OHE OHE
OHE
OHE
W
W
W
W W
W
W
W
G
OHU OHU
/ / / / / / / /
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X
X X X
X
X
X X X X
X
/
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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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EXISTING
90' ROW
EXISTING ±26' EOP-EOP
TO BE REMOVED
/ / /
/
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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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/
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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
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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
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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
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
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
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OHU
S
H2O
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H2O
H2O H2O
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CABLE C
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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
SS
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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
OHU
OHU
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OHU
OHU OHU
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OHU OHU
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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.