HomeMy WebLinkAboutWILLOX FARM - FDP240005 - SUBMITTAL DOCUMENTS - ROUND 1 - Utility PlansNO
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WEST WILLOX LANE
HICKORY STREET
16'
7'
PARK
TRAVEL
7'
PARK
8.5'
(MIN.)
PKWY
30' ROADWAY
57' ROW (MIN.)
(MIN)
WALK
5'
UTIL.
ESMT.
9'
9'UTIL.
ESMT.
(MIN.)
PKWY
8.5'
WALK
(MIN)
5'
(MIN.)
WALK
42' HALF ROW
46' ROADWAY PKWY.
6'
(MIN.)
10'
ESMT.
UTIL.
15'
CENTER
10'
TRAVEL
11'
TRAVEL
11'
6'
2 LANE ARTERIAL
(INTERIM WEST WILLOX LANE)
±40' EOA - FLRESIDENTIAL LOCAL
30' FL - FL
(MIN.)
WALK
84' ROW (MIN.)
52' ROADWAY
7'
WALK
(MIN.)
(MIN.)
PKWY.
10'
PKWY.
6'
(MIN.)
10'
UTIL.
ESMT.
15'
ESMT.
UTIL.
15'
CENTER
10'
TRAVEL
11'
TRAVEL
11'
3'
LANE
BIKE
7'3'
BIKE
LANE
BUFFER
6'
BIKE
LANE
BUFFER
LANE
BIKE
2 LANE ARTERIAL
(ULTIMATE WEST WILLOX LANE)
52' FL - FL
±2
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5
'
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ROW ROW ROWEX. ROW
2% MIN.
CROSS-SLOPE
1.5% - 4.0%
CROSS-SLOPE
2% MIN.
CROSS-SLOPE
BIKE
LANE
SECTION LINE
EXISTING 30' HALF ROW
TIE TO
EXISTING Sheet
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Original Field Survery:
Northern Engineering
Project No. 987-012
Date: November 2019
Additional Field Survey:
Northern Engineering
Project No. 987-012
Date: May 2020
APRIL 2024 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
City of Fort Collins Benchmark NO. 9-07.
Southeast corner of Shields ST. and Willox Lane on the South east wingwall of
the bridge over an irrigation ditch. ELEV.=4999.15
NGS Benchmark V-401.
In Fort Collins, at the junction of U.S. 287 and Bristlecone Drive, 59.4 meters
(194.9 ft) east of the north bound lanes of the highway, 14.7 meters (48.2 ft)
North of the center of the drive, and 1.1 meters (3.6 ft) north of a utility pole and
powerline crossing the drive, Note--access to the datum is through a 5-inch logo
cap. ELEV.=4977.81
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding
developments have used NGVD29 Unadjusted Datum (prior City of Fort Collins
Datum) for their vertical datums.
If NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) is required for
any purpose, the following equation should be used:
NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) = NAVD88 - 3.18'
Basis of Bearings
Assuming the North line of the Northeast Quarter of the Northwest Quarter of
Section 2, Township, 7 North, Range 69 West of the 6th P.M.,as bearing
North 89°33'13" East.
PROJECT BENCHMARKS:
WILLOX FARM
PROJECT TEAM:
Kristin Turner
TB Group
444 Mountain Avenue
Berthoud, Colorado 80513
(970) 532-5891
EPS Group, Inc. | Northern Engineering Services, Inc.
Amanda Poincelot
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
SHEET INDEX
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
FIELD SURVEY BY:
EPS Group, Inc. | Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE SURVEYOR
TYPICAL SECTIONS
FINAL UTILITY PLANS FOR
Earth Engineering Consultants, LLC
Preliminary Subsurface Exploration Report
Proposed Residential Development Willox Farm
Larimer County, Colorado
EEC Project No. 1212027
Date: May 6, 2021
SUBSURFACE EXPLORATION BY:
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS-----------------Xcel Energy-----------------------------Stephanie Rich (970) 225-7857
ELECTRIC--------City of Fort Collins Light & Power--Cody Snowdon (970) 416-2306
CABLE-------------Comcast----------------------------------Marcus Petty (720) 275-0572
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------City of Fort Collins Utilities-----------Wes Lamarque (970) 416-2418
WASTEWATER--City of Fort Collins Utilities-----------Wes Lamarque (970) 416-2418
STORMWATER-City of Fort Collins Utilities----------- Wes Lamarque (970) 416-2418
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.
before you dig.Call
R
APPROVED:
City Engineer:Approved Sheets Date
Water & Wastewater Utility Approved Sheets Date
Stormwater Utility Approved Sheets Date
Park Planning and Development Approved Sheets Date
Traffic Operations Approved Sheets Date
Environmental Planner Approved Sheets Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
APPROVED:
APPROVED:
APPROVED:
APPROVED:
1 CS1 COVER SHEET
2 CS2 GENERAL & CONSTRUCTION NOTES
3 CS3 EROSION CONTROL NOTES
4 EX1 EXISTING CONDITIONS & DEMOLITION PLAN
UTILITY SHEETS
5 OU1 OVERALL UTILITY PLAN
6 - 9 U1 - U4 UTILITY PLANS
10 SS1 SANITARY LINE A PLAN & PROFILE
11 SS2 SANITARY LINE A4 PLAN & PROFILE
12 SS3 SANITARY LINE A6 PLAN & PROFILE
13 SS4 SANITARY LINE A7 PLAN & PROFILE
14 WT1 WILLOX WATER LINE PLAN & PROFILE
15-16 WT2-WT3 WATER LINE A PLAN & PROFILE
17-18 WT4-WT5 WATER LINE B PLAN & PROFILE
19 WT6 WATER LINE C PLAN & PROFILE
20 WT7 WATER LINE D PLAN & PROFILE
21 ST1 STORM DRAIN A PLAN & PROFILE
22 ST2 STORM DRAINS B & C PLAN & PROFILE
23 ST3 WILLOX STORM DRAIN PLAN & PROFILE
24 ST4 WILLOX EAST STORM DRAIN PLAN & PROFILE
GRADING SHEETS
25 OG1 OVERALL GRADING PLAN
26-29 G1-G4 GRADING PLAN
STREET SHEETS
30 - 31 R1 - R2 SAINT THERESE STREET PLAN & PROFILE
32 R3 SAINT GRACE STREET PLAN & PROFILE
33 R4 SAINT JOSEPH STREET PLAN & PROFILE
34 R5 SAINT JEROME STREET PLAN & PROFILE
35 R6 MOLLER STREET PLAN & PROFILE
36 R7 WEST WILLOX LANE - RIGHT FLOW LINE PLAN & PROFILE
37 - 39 R8 - R10 WEST WILLOX LANE (ULTIMATE) PLAN & PROFILE
40 SG1 WEST WILLOX LANE INTERIM STRIPING PLAN
41 SG2 WEST WILLOX LANE ULTIMATE STRIPING PLAN
42 - 43 XS1 - XS2 WEST WILLOX LANE INTERIM CROSS-SECTIONS
44 - 45 INT1 - INT2 INTERSECTION DETAILS
DETAIL SHEETS
46-47 D1-D2 WATER DETAILS
48 D3 SANITARY SEWER DETAILS
49-52 D4-D7 DRAINAGE DETAILS
53-54 D8-D9 SITE DETAILS
DRAINAGE SHEETS
55 - 56 EC1 - EC2 EROSION CONTROL PLANS
57 EC3 EROSION CONTROL DETAILS
58 DR1 HISTORIC DRAINAGE EXHIBIT
59-60 DR2-DR3 DEVELOPED DRAINAGE EXHIBIT
PROJECT
LOCATION
Capri Colorado Holdings, LLC
James Righeimer
4040 MacArthur Blvd. Suite 250
Newport Beach, CA 92660
GEOTECHNICAL ENGINEER
Earth Engineering Consultants, LLC
David A. Richer, PE
4396 Greenfield Drive
Windsor, Colorado 80550
(970) 545-3908
Additional Subsurface Exploration:
Earth Engineering Consultants, LLC
Additional Subsurface Exploration /
Geothechnical Engineering Report
Proposed Willox Farm Residential
Development (Larimer County Parcel
#970220003)
Larimer County, Colorado
EEC Project No. 1212027
Date: April 13, 2022
Additional Field Survey:
Majestic Surveying
Project No. 2020351
Date: November 2020
Additional Field Survey:
Majestic Surveying
Project No. 2020351
Date: April 2022
NORTHERN COLORADO
WATER ASSOCIATION
Sheet
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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 Final Drainage Report dated April 12, 2024 by Northern Engineering shall be followed and implemented.
20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must
be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by
the the City of Fort Collins street inspector.
22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit
is obtained, if applicable.
23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort
Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If
the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an
improper installation.
24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.
25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at
all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for
roads within these districts.
28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree
removal requiring a permit.
30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of
Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall
be responsible for providing any and all traffic control devices as may be required by 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 NO. 9-07.
Southeast corner of Shields ST. and Willox Lane on the South east wingwall of the bridge over an irrigation ditch.
ELEV.=4999.15
NGS Benchmark V-401.
In Fort Collins, at the junction of U.S. 287 and Bristlecone Drive, 59.4 meters (194.9 ft) east of the north bound lanes of the highway, 14.7
meters (48.2 ft) North of the center of the drive, and 1.1 meters (3.6 ft) north of a utility pole and powerline crossing the drive, Note--access
to the datum is through a 5-inch logo cap.
ELEV.=4977.81
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for
their vertical datums.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.18'
Basis of Bearings
Assuming the North line of the Northeast Quarter of the Northwest Quarter of Section 2, Township, 7 North, Range 69 West of the 6th P.M.,
as bearing North 89°33'13" East.
41.All stationing is based on centerline of roadways unless otherwise noted.
42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like
kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the
issuance of the first Certificate of Occupancy.
43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large
patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,
including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48.Approved Variances are listed as follows:
1) N/A
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.
10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
16.For additional information see separate Stormwater Management Plan / Erosion Control Report for Willox Farm.
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 Final Drainage Report dated April 12, 2024 by Northern Engineering shall be followed and implemented.
3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
E. Utility Notes
1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of
construction.
2.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water
utility.
3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The
HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be
installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per City
Water Detail 11A.
INFILL AND REDEVELOPMENT NOTE
A.Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and
redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly
recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when
they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, but
additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and Construction
Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work.
SOFT GOLD PARK NOTE
A.The Developer shall notify PPD staff immediately if any damage to existing infrastructure in Soft Gold Park not identified in the development
construction planset occurs during construction. The developer shall be responsible to restore damaged infrastructure at their cost. PPD staff must
inspect and accept all restored/re_built infrastructure prior to acceptance.
ADDITIONAL NOTES
A.Colorado is a "Right-to-Farm" State pursuant to C.R.S 35-3.5-101 to 35-5.5-103. Landowners, residents and visitors must be prepared to accept
the activities, sights, sounds, and smells of agricultural operations as a normal and necessary aspect of living in a rural or agricultural sector. State
law provide that ranching, farming, or other agricultural activities and operations shall not be considered to be nuisances so long as operated in
conformance with the law and in a non-negligent manner. Therefore, all must be prepared to encounter activities, sounds, odors, lights, mud, dust,
smoke, chemicals, machinery on public roads, livestock on public roads, storage and disposal of manure, and the application by spraying or
otherwise of chemical fertilizers, soil amendments, herbicides, And pesticides, and one or more of which may naturally occur as a part of legal and
non-negligent agricultural operations.
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
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3
STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS)
General Erosion Control Requirements
These notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater
Criteria Manual (FCSCM), and that any conflict is resolved by the more stringent requirement controlling.
1.The Property Owner, Owner’s Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the
developing entity (here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control
Criteria set forth in the Manual as an attempt to identify erosion, sediment, and other potential pollutant sources associated with these
Construction Activities and preventing those pollutants from leaving the project site as an illicit discharge. Full City requirements and are
outlined and clarified in the Manual under Chapter 4: Construction Control Measures and should be used to identify and define what is
needed on a project.
2.The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, the
Development Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials are
applicable to this project.
3.The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final
stabilization of the construction site.
4.The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities on
this site to allow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request)
that the site is in fact protected from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those
Initial Erosion Control Inspections well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin without
delay. Failure to receive an on-site confirmation before construction activities commence is an automatic “Notice of Violation” and can result
in further enforcement actions.
5.The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward
properties. This includes but is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams,
rivers, and utilities that are not designed for removal, relocation, or replacement in the course of construction.
6.At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired,
replaced, and ultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as a
result of construction activities associated with this project.
7.All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those construction
activities commencing.
8.As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures in
addition, or different, to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures
that are most effective with the current state and progress of construction. The Developer shall implement whatever measures are
determined necessary, and/or as directed by the City Erosion Control Inspector. The Developer shall insure that all Erosion Control Plans
(Maps) or SWMP documents are updated to reflect the current site conditions, with updates being initialed and dated. These site inspections
and site condition updates shall be made available upon request by the City.
9.All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents
(Including but not limited to the erosion control reports, development agreements, landscape, and drainage materials) shall meet or exceed
the most restrictive language for City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution
source Control Measures. The Developer shall be responsible to comply with all of these aforementioned laws and regulations.
10.The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction
Activity, Dewatering, Clean Water Act, Army Corps of Engineers’ 404 Wetlands Mitigation Permit, etc.) have been attained prior to the
relevant activity has begun. These permits or copies shall be made available upon request by the City.
11.The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and
self-inspections, etc. of the Control Measures involved in the construction activities.
12.The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans
for the site or site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control
Inspector will not be responsible for any explanations, interpretations, or supplementary data provided by others.
13.All Control Measures shall be installed in accordance with the Manual.
14.The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal
authority.
15.As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot
be justified. In these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of the
Manual.
16.Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks
during construction and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained by
the contractor.
17.All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of their
intended function. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and
location so as not to cause their release into any drainage way.
18.Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater
protection than the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle
alone on commercial construction sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied
by a construction fence to prevent vehicle traffic.
19.Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require
the review and acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control
Measures’ details shall be submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the
functionality and effectiveness in accordance with sound engineering and hydrological practices
Land disturbance, Stockpiles, and Storage of Soils
20.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be
preapproved by the City. Disturbances beyond these limits will be restored to original condition.
21.Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetation
shall be limited to the area required for immediate construction operations, and for the shortest practical period of time. This should include
sequencing and phasing construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit grading
to small areas. This should also include when practical advancing the schedule on stabilization activities such that landscaping takes place
shortly if not immediately after grading has occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilized
condition. Sensitive areas should avoid clearing and grading activities as much possible.
22.All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to
prevent materials from leaving the site.
23.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened
condition at all times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil
surface until mulch, vegetation, and/or other permanent erosion control is installed.
24.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface
roughening, watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in
accordance with Municipal Code §12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no
later than the completion of construction activities or abandonment of the project. All off-site stockpile storage locations in City limits shall
have a stockpile permit from the City Engineering Department prior to using the area to store material. If frequent access from hardscape to
the stockpile is needed a structural tracking Control Measure shall be implemented.
25.All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the required
erosion Control Measures must be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
26.All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall be
protected with Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the
protection has failed, the pipes shall be thoroughly cleaned out.
27.All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction
activity through the use of Control Measures.
28.All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape
shall have some form of effective sediment control as the, or as part of the, perimeter control.
29.All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sediment
transport through use of Control Measures.
30.No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary
seeding or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned;
this includes any project that is temporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwise
approved by the City Erosion Control Inspector. During a season when seeding does not produce vegetative cover, another temporary
erosion control shall be implemented with or until temporary seeding or permanent erosion control can be performed.
31.All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to
the front yet on those cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street,
those individual lots will need protection on that down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details
for further clarification.
Vehicle Tracking
32.At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.)
shall have installed at least one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate
perimeter control shall be considered a point where vehicles exit the site. Access points should be limited to as few entrances as possible
(All perimeter areas shall be protected from tracking activities).
33.In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is
required. All inlets located near access points and affected by tracking activities shall be prevented from the introduction of sediment into the
drainage system.
34.City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city
streets by or from any source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private
property if there is a significant potential for migration of such pollutant. Therefore, all tracked or deposited materials (intentional or
inadvertent) are not permitted to remain on the street or gutter and shall be removed and legally disposed of by the Developer in a timely
and immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of code and shall not be permitted in the
street right of way (public or private).
35.If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City Erosion
Control Inspector.
Loading and Unloading Operations
36.The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site
in close proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle
tracking, and sediment deposition that could impact water quality.
Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals
37.Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material during
routine inspection and will generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways.
38.Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater
(lubricants, fuels, paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site where
practical. When not practical, they should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or
stormwater runoff. Where not available, they shall be stored outside in a raised (high spots or on pallets), covered (plastic or tarped), and
sealed (leak proof container) in secondary containment location. The secondary containment or other Control Measure shall be adequately
sized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be
monitored as part of the routine inspections.
Vehicle and equipment maintenance and fueling
39.Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel
storage areas. This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or
drainage ways and shall be monitored as part of the routine inspections. All areas shall keep spill kits and supplies close.
Significant Dust or Particulate generating Process
40.The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land
disturbing activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent
properties and community health. All required practices shall be implemented and additional ones shall be followed. These practices include
watering the sites and discontinuing construction activities until the wind subsides as determined by any City Inspectors. Concrete truck /
equipment washing, including the concrete truck chute and associated fixtures and equipment
41.All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These
Control Measures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage
ways and shall be monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash from
leaving the Control Measure. If frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measure
shall be implemented. These Control Measures shall be frequently cleaned out.
42.The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not
washing or dumping wash water on to the dirt or other uncontrolled locations.
Dedicated Asphalt and concrete batch plants
43.Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed
written request and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the
Erosion Control Inspector. The Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants
that is to be used on site.
Concrete Saw Cutting Materials
44.Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall
prevent material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all
material and shall have proper and legal disposal.
Waste Materials Storage and Sanitary Facilities
45.Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim
stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of
the wind and covered as able. Where not able to cover, locating said areas on the side of other structures to reduce exposure to winds, and
follow maximum loading guidelines as marked on the container. The Developer is required to practice good housekeeping to keep the
construction site free of litter, construction debris, and leaking containers.
46.Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. These
facilities shall also be located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material
transport from leaving the local area. This consists of the facility being located, where practical, at least fifty (50) feet from any permanent or
interim drainage ways.
Other Site Operations and Potential Spill Areas
47.Spills: For those minor spills that; are less than the State’s reportable quantity for spills, stay within the permitted area, and in no way
threaten any stormwater conveyance, notify the City of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. For
any significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has been
notified and is on route, County Health Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985,
and the State Spill Hotline Incident Reporting have been contacted 1-877-518-5608. Written documentation shall be provided to the City
within 5 days of the event. All spills shall be cleaned up immediately.
48.Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as
these have proven to cause entrapment issues.
Final stabilization and project completion
49.Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of
the project and before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term
maintenance of those facility.
50.All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures.
51.All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans and
per City of Fort Collins standards within 14 working days of final grading.
52.Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections
12-130 through 12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code.
53.All seeding shall refer to landscaping plans or the Erosion Control Plans for species mixture and application rates and depths requirements.
54.All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate as
prescribed for drill seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes
steeper than 3(H):1(V) or on other areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as two
separate processes of seeding and tackification.
55.All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately applied
tackifier. The use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded
before vegetation has been established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an
erosion mat or approved equal to ensure seed will be able to germinate on the steep slopes. During a season when seeding doesnot
produce vegetative cover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanent
erosion control can be performed.
56.The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent (70%)
vegetative cover has been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual
Chapter 4: Construction Control Measures.
57.The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been
obtained. All Control Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed
from the site. When any Control Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment and
debris from that Control Measure. At the point at which the site has been deemed stabilized and verified by City Erosion Control Inspector,
all temporary Control Measures can then be fully removed. All measures shall be removed within 30 days after final stabilization is achieved.
58.The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1)
stabilization has been reached and 2) all Control Measures and/or BMPs have sediment materials collected and the Control Measure
removed from the site. At that time the site will be considered completed and any remaining Erosion Control Escrow shall be returned to the
appropriate parties.
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.
before you dig.Call
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ACKELSON CONNIE A.KAFKA, AMY
PITT, JEAN
GBP LLC.
WEST WILLOX LANE
SOFT GOLD DOG PARK
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PEREZ DANIEL A.
PEREZ DANIEL A.
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EXISTING 20' SANITARY SEWER EASEMENT TO BE VACATED (ENCROACHES ON PROPERTY. SEE PLAT FOR NOTES)
EXISTING 20'
PRIVATE DRAINAGE
EASEMENT
TO BE CONVERTED
TO PUBLIC EASEMENT
EXISTING 10' UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 10'
MOUNTAIN STATES UTILITY
EASEMENT
EXISTING 30'
NORTHERN COLORADO
WATER ASSOCIATION
(NCWA) EASEMENT
REMOVE APPROXIMATELY 656' OF EXISTING BARBWIRE FENCE
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 60'
ROW
100' UNION PACIFIC
RAILROAD ROW
EXISTING OUT BUILDING
PROPERTY
BOUNDARY
EXISTING GREEN
HOUSES
EXISTING
GAS LINE
REMOVE AND RELOCATE
EXISTING OVERHEAD UTILITIES
EXISTING FIBER
OPTIC CABLE
EXISTING BARBWIRE FENCE
(PROTECT IN PLACE)
EXISTING BARBWIRE FENCE
EXISTING BARBWIRE FENCE
EXISTING BARBWIRE FENCE
TO BE REMOVED
EXISTING 6' WOOD
\PRIVACY FENCE
EXISTING TREE (TYP.)
EXISTING CHAIN LINK FENCE
TO BE REMOVED
EXISTING DENSE
SHRUBS & TREES
EXISTING TREE (TYP.)
EXISTING STEEL PANELS w/ WOOD
POSTS ENCROACHES ON PROPERTY.
DO NOT REMOVE
EXISTING UNDERGROUND
ELECTRICAL
REMOVE AND
RELOCATE
EXISTING R.R.
CROSSING SIGN
EXISTING UTILITY
POLE (TYP.)
EXISTING
MAILBOX (TYP.)
EXISTING 12"
RCP CULVERT
REMOVE EXISTING TREE/BUSH
REMOVE & REPLACE
EXISTING BURIED PIPE
UNION PACIFIC RAILROAD
EXISTING SANITARY MANHOLE
CENTERLINE OF TWO
TRACK DIRT ROAD
CENTERLINE OF TWO
TRACK DIRT ROAD
EXISTING 12" PVC
WATER LINE
(FORT COLLINS)
EXISTING GAS
METER (TYP.)
EXISTING
FIRE HYDRANT
REMOVE EXISTING TREE (TYP.)
REMOVE AND RELOCATE
EXISTING TELEPHONE PEDESTAL
REMOVE AND RELOCATE
EXISTING SIGN
EXISTING NoCO
WATER LINE
REMOVE EXISTING
UTILITY POLE
REMOVE ± 665 LF
EXISTING STRIPING
REMOVE & REPLACE
±9,900 SF OF ASPHALT
EXISTING
WATER METER (TYP.)
EXISTING
NORTHERN COLORADO WATER
ASSOCIATION WATER MAIN
EXISTING OVER
HEAD LINE TO
TO BE REPLACED
UNDER GROUND
EXISTING
GATE
EXISTING
NORTHERN COLORADO WATER
ASSOCIATION WATER MAIN
EXISTING
GATE
REMOVE APPROXIMATELY
160' OF EXISTING DOG PARK FENCE
LIMITS OF SAWCUT &
TRENCH FOR WATER LINE
BORNING
LIMITS OF SAWCUT &
TRENCH FOR WATER LINE
BORINGLIMITS OF
SAWCUT
EXISTING ELECTRICAL
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EXISTING GAS
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XX
SOFT GOLD
BICYCLE COURSE
SOFT GOLD PARK
NO SURVEY DATA
IN THIS AREA
NO SURVEY DATA
IN THIS AREA
SOFT GOLD
BASKETBALL COURTS
EXISTING
PLAYGROUND
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CITY OF FORT COLLINS
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40' ROW
EXISTING 20'
UTILITY EASEMENT
EXISTING 50' TEMP
CONSTRUCTION EASEMENT
EXISTING COFC CATHODIC PROTECTION
PROJECT EASEMENT
(WIDTH VARIES)
HANSON WILLIAM
A/ MERIAM P
WETLAND
BOUNDARY
SHRUB &
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BICYCLE COURSE
TRACK RULES
SHRUB & TREE
BOUNDARY (APPROXIMATE)
CENTERLINE OF
TWO TRACK DIRT ROAD
EXISTING NATURAL
AREA SIGN
RESTROOMS
EXISTING 6'
CONCRETE TRAIL
TO BE REMOVED & REPLACED
EXISTING GAZEBO
EXISTING 8' CRUSHER
FINES PATH
TO BE REMOVED & REPLACED
EXISTING
TREE (TYP.)
EXISTING DOG
PARK FENCE
EXISTING 6'
CONCRETE TRAIL
REMOVE & REPLACE EXISTING
PEDESTRIAN RAMP
EXISTING
PEDESTRIAN RAMP
EXISTING 8" PVC
STORM LINE
EXISTING UNDERGROUND
ELECTRIC LINES
EXISTING
FENCE
EXISTING 36" WATER MAIN
(ANHEUSER-BUSCH)
EXISTING 8"
WATER LINE
RELOCATE EXISTING FIRE HYDRANT
REMOVE ±110' OF EXISTING 8" WATER LINE & 8" GATE VALVE
EXISTING TREES (TYP.)
PROPOSED
SAW CUT
PROPOSED
SAW CUT
REMOVE ±3260 SF
OF EXISTING CONCRETE TRAIL
REMOVE & REPLACE ±895 SF
OF EXISTING ASPHALT
REMOVE EXISTING
CRUSHER FINES TRAIL
REMOVE AND RELOCATE
EXISTING IRRIGATION BOXES
REMOVE AND RELOCATE
EXISTING IRRIGATION BOXES
EXISTING WATER &
IRRIGATION METERS
PROPOSED
SAW CUT
EXISTING 6'
CONCRETE TRAIL
TO BE REMOVED & REPLACED
PROPOSED
SAW CUT
TEST STATION
EXISTING COFC CATHODIC PROTECTION
TEST STATION ON CONCRETE PAD
EXISTING WATER
SERVICE
SOFT GOLD
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±15,000 SF
APPROXIMATE LOCATION
EXISTING 24" WATER
(ELCO)
REMOVE & REPLACE
±180 SF OF SIDEWALK
REMOVE & REPLACE
±30 LF OF 18"
VERTICAL CURB & GUTTER
EXISTING STORM DRAIN
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OF EXISTING ASPHALT
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KEYMAP
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C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
MATCH LINE - SEE THIS SHEET
MATCH LINE - SEE THIS SHEET
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
NOTES:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING CABLE CTV
EXISTING FIBER OPTIC FO
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.
4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6.THERE SHALL BE NO EQUIPMENT, MATERIALS, OR ITEMS STORED ON A FORT
COLLINS PARKS TRAIL OR WITHIN THE TRAIL EASEMENT. IF THERE IS A NEED TO
CLOSE A SECTION OF THE TRAIL FOR ANY REASON, A TRAFFIC CONTROL PLAN IS
REQUIRED TO BE SUBMITTED AND APPROVED THROUGH TRAFFIC CONTROL. THE
PARKS DEPARTMENT WILL SIGN OFF ON IT ONCE SUBMITTED. PLEASE KEEP THE
CLOSURES TO THE SHORTEST AMOUNT OF TIME DEPENDING ON WORK SCHEDULING
AND FLOW. PARKS DEPARTMENT PLANNING STAFF CAN HELP WITH ANY QUESTIONS
YOU MAY HAVE REGARDING THESE STANDARDS. PLEASE CONTACT JILL WUERTZ
(jwuertz@fcgov.com), 9704162062, OR PARKS PLANNING TECHNICIAN, AARON WAGNER
(aawagner@fcgov.com) 9706820344, 413 S. BRYAN AVE, FORT COLLINS, CO 80521
REGARDING THE PARKS’ DEPARTMENT’S INTEREST.
7.THERE SHALL BE NO ENCROACHMENTS INTO THE TRAIL EASEMENT DURING THE
CONSTRUCTION PROCESS. IF IT IS DETERMINED THAT AN ENCROACHMENT IS
REQUIRED, FOR ANY REASON, PLEASE CONTACT ONE OF THE ABOVE PARKS
REPRESENTATIVES.
EXISTING OVERHEAD UTILITY OHE
Original Field Survery:
Northern Engineering
Project No. 987-012
Date: November 2019
(Additional May 2020)
S
W
EXISTING METAL FENCE POST
EXISTING WOOD FENCE POST
Earth Engineering Consultants,
LLC
Preliminary Subsurface
Exploration Report
Proposed Residential
Development Willox Farm
Larimer County, Colorado
EEC Project No. 1212027
Date: May 6, 2021
Additional Subsurface Exploration:
Earth Engineering Consultants, LLC
Additional Subsurface Exploration /
Geothechnical Engineering Report
Proposed Willox Farm Residential
Development
(Larimer County Parcel #970220003)
Larimer County, Colorado
EEC Project No. 1212027
Date: April 13, 2022
EXISTING CRUSHER FINES TRAIL (TO BE REMOVED)
EXISTING CONCRETE TRAIL (TO BE REMOVED)
EXISTING ASPHALT (TO BE REMOVED)
Additional Field Survey:
Majestic Surveying
Project No. 2020351
Date: April 2022
LIMITS OF TRENCHING WITHIN EXISTING ROAD
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.
before you dig.Call
R
LIMITS OF SAW CUT
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W
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FO FO
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/ / / / / / / /
ACKELSON CONNIE A. 603
W WILLOX LANE,KAFKA, AMY
PITT, JEAN
GBP LLC
EXISTING 10'
UTILITY EASEMENT
12" SS 12" SS 12" SS 12" SS
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
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PEREZ DANIEL A.
400 HICKORY STREET 149
PEREZ DANIEL A.
400 HICKORY STREET 149
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
LOT 3 LOT 8
LOT 10
LOT 9
LOT 7
LOT 6
LOT 1
LOT 2
LOT 4
LOT 5
LOT 14
LOT 13
LOT 12
LOT 6
LOT 8
LOT 7
LOT 5
LOT 11
LOT 10
LOT 9
LOT 1
LOT 2
LOT 3
LOT 4
LOT 9
LOT 8
LOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 14
LOT 13
LOT 12
LOT 11
LOT 10
LOT 7
LOT 1
LOT 12
LOT 11
LOT 8
LOT 13
LOT 9
LOT 10
LOT 1LOT 2LOT 3
LOT 4LOT 5LOT 6
LOT 7
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 1 LOT 2 LOT 3
LOT 5
LOT 4
TRACT B
DE
TRACT A
DE,UE,AE
TRACT D
TRACT C
DE
BLOCK 3
BLOCK 6
BLOCK 2
BLOCK 5
BLOCK 4
BLOCK 1
PROPOSED
FIRE HYDRANT
PROPOSED 2'
SIDEWALK CHASE
CONNECT TO EXISTING
12" DIP WATER LINE
EXISTING NCWA WATERLINE
TO BE PROTECTED IN PLACE
EXISTING FH
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED POND
OUTLET STRUCTURE
18" STEEL CASING
TO BE BORED UNDER
UNION PACIFIC ROW
REMOVABLE
BOLLARDS (TYP.)
PROPOSED
FOREBAY (TYP.)
PROPOSED
FOREBAY
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(TO BE DESIGNED BY OTHERS)
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(TO BE DESIGNED BY OTHERS)
PROPOSED
UNDERGROUND
ELECTRIC
RAIN GARDEN B
BIOMEDIA AREA
RAIN GARDEN A
BIOMEDIA AREA
EXISTING 20' PRIVATE
DRAINAGE EASEMENT
TO BE CONVERTED TO PUBLIC
EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 10' MOUNTAIN STATES
UTILITY EASEMENT
EXISTING 30'
NCWA EASEMENT
100' UNION PACIFIC
RAILROAD ROW
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
PROPOSED DETENTION POND
SANITARY LINE A4
SS2 SEE SHEET
SANITARY LINE A
SEE SHEET SS1
SANITARY LINE A7
SEE SHEET SS4
SANITARY LINE A6
SEE SHEET SS3
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
WILLOX STORM DRAIN
SEE SHEET ST3
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN C
SEE SHEET ST2
STORM DRAIN B
SEE SHEET ST2
PROPOSED 2'
CONCRETE PAN
PROPOSED 4'
SIDEWALK CHASE
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED 4'
CONCRETE PAN
w/ 6" CURBS
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CONCRETE PAN
SA
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SAINT JOSEPH STREET
MOLLER STREET
SAINT GRACE STREET
WEST WILLOX LANE
PROPOSED 4'
SIDEWALK CULVERT
18' UTILITY EASEMENT
RG B UNDERDRAIN
SEE SHEET U2
PROPOSED 2'
CONCRETE PAN
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED 2'
CONCRETE PAN
WILLOX WATER LINE
SEE SHEET WT1
WATER LINE B
SEE SHEET WT4-WT5
WATER LINE B
SEE SHEET WT4-WT5
WATER LINE C
SEE SHEET WT6
WATER LINE A
SEE SHEET WT2-WT3
WATER LINE D
SEE SHEET WT7
WATER LINE C
SEE SHEET WT6
PROPOSED 4'
CONCRETE PAN
w/ 7" CURBS
RG A UNDERDRAIN
SEE SHEET U2
WILLOX EAST STORM DRAIN
SEE SHEET ST4
EMERGENCY
OVERFLOW
WEIR
PROPOSED 2"
IRRIGATION
METER
W
W
W
WTESTSTA
CONTROLIRR
CONTROL
IRR CONTROL
IRR
CONTROL
IRR
W
W
E
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X
X
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X
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CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
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IRR
CONTROL
IRR
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HANSON WILLIAM
A/ MERIAM P
EXISTING
RESTROOMS
EXISTING GAZEBO
CONNECT TO EXISTING
8" PVC WATER LINE
REPLACE ± 140 LF
OF FENCE ALONG EASEMENT LINE
EXISTING 36" WATER LINE
(ANHEUSER- BUSCH)
TO BE PROTECTED IN PLACE
TEST STATION
COFC CATHODIC PROTECTION
TEST STATION ON CONCRETE PAD
PROPOSED
FIRE HYDRANT
REMOVABLE BOLLARDS
APPROXIMATE LOCATION
EXISTING 24" WATER LINE
(ELCO)
TO BE PROTECTED IN PLACE
PROPOSED UNDERGROUND
ELECTRIC (TYP.)
40' ROW
EXISTING 20'
UTILITY EASEMENT
EXISTING 50' TEMP
CONSTRUCTION EASEMENT
COFC CATHODIC PROTECTION
PROJECT EASEMENT
(WIDTH VARIES)
BICYCLE COURSE
DOG PARK
SOFT GOLD PARK
BASKETBALL COURTS
EXISTING
PLAYGROUND
BASEBALL DIAMOND
PARKING LOT
WOOD
DUCK
POND
HICKORY STREET
CULVERT
SEE SHEET U4
4 - EXISTING 8"
STORM PIPES
EXISTING 30"
STORM DRAIN
WATER LINE A
SEE SHEET WT2-WT3
WATER LINE A
SEE SHEET WT2-WT3
40' UTILITY
EASEMENT
(BY SEPARATE
DOCUMENT)
Sheet
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( IN FEET )
1 inch = ft.
Feet08080
80
160 240
NOTES:
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
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 CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO
MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS
SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL
DEFLECTIONS.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
5.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.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
10.ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS.
PROPOSED UNDER GROUND ELECTRIC UGE UGE
EXISTING EDGE OF ASPHALT
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING GAS METER
EXISTING WATER METER
EXISTING MAIL BOX M
19' UTILITY EASEMENT
MATCH LINE - SEE THIS SHEET
MATCH LINE - SEE THIS SHEET
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.
before you dig.Call
R
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
U1
U2
U3
U4
W WWW
W
S
S
W
T
ELEC
S
S
M
W
W
T
S
MM
W
M
H YD
FO FO FO
XXXX
G
G
OHU OHU
FO FO
W W W W W W W W W W W W W W W W W W
W
WFOFOFO
X X
G G G FO FO FO
F
O
W
G G G G G G
G
X X X X X X
X X X X X X X
X
FO FO FO FO FO
OHU OHU OHU OHU
O
H
U
OHU OHU OHU OHU
W W W
FO FO FO FO
X X
X
X
X X X X X X X X X X X X X X
X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
XXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X
X
X
FO FO FO FO FO FO FO FO FO FO FO FO
FO
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 FOFO
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W
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W
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OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
WWWWWWWWW W W W W W W W W W W W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
T
12" SS 12" SS
12"
S
S
12" SS
12
"
S
S
12
"
S
S
1
2
"
S
S
1
2
"
S
S
1
2
"
S
S
1
2
"
S
S
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W W
W
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W
W
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WW
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WW
WW
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W
W
W
SS
S
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
IR
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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MOLLER STREET
SAINT JOSEPH STREET
ACKELSON CONNIE A.
KAFKA, AMY
PEREZ DANIEL A.
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 7
LOT 1
LOT 7
LOT 5
BLOCK 4
TRACT A
DE,UE,AE
TRACT A
DE,UE,AE
TRACT B
DE
8" PVC WATER
EXISTING 30' NCWA
UTILITY EASEMENT
EXISTING 30' NCWA
UTILITY EASEMENT
LOT 6
LOT 1
LOT 2
LOT 3
LOT 9
LOT 8
LOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 14
LOT 13
LOT 12
LOT 11
LOT 10
LOT 4
TRACT C
DE
LOT 1 LOT 2
LOT 3
LOT 5
LOT 4
BLOCK 1
BLOCK 5
BLOCK 5
BLOCK 2
TRACT C
DE
EXISTING 6' CITY OF
FORT COLLINS UTILITY EASEMENT
57'
ROW
57'
ROW
30'
-
30'
-
30'
-
100' UNION PACIFIC
RAILROAD ROW
72' ROW
EXISTING 10'
MOUNTAIN STATES
UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
CONNECT TO EXISTING
12" DIP WATERLINE
REMOVE STUBPROPOSED
10' CONCRETE TRAIL
EXISTING
FIRE HYDRANT
EXISTING
NCWA WATERLINE
EXISTING
NCWA WATERLINE
± 114 LF PROPOSED 24"
STAINLESS STEEL CASING
TO BE BORED UNDER
UNION PACIFIC ROW
EXISTING EDGE
OF ASPHALT
PROPOSED
10' CONCRETE TRAIL
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(BY OTHERS)
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(BY OTHERS)
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5'
S
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W
A
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K
5'
S
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W
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5'
S
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W
A
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K
5' SIDEWALK
5'
S
I
D
E
W
A
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K
UTILITY EASEMENT
(WIDTH VARIES)
UTILITY EASEMENTUTILITY EASEMENT
WEST WILLOX LANE
6
'
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'
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6' UTILITY EASEMENT
6'
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6'
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18' UTILITY & DRAINAGE EASEMENT 18' UTILITY EASEMENT
PROPOSED
FIRE HYDRANT
EXISTING
SSMH
PROPOSED 2'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
w/ 6" CURBS
SANITARY LINE A4
SEE SHEET WT2-WT3
SANITARY LINE A
SEE SHEET SS1
SANITARY LINE A7
SEE SHEET SS4
WILLOX STORM DRAIN
SEE SHEET ST3
WILLOX WATER LINE
SEE SHEET WT1
WATER LINE B
SEE SHEET WT4-WT5
WATER LINE B
SEE SHEET WT4-WT5
WATER LINE D
SEE SHEET WT7
PROPOSED 4'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED 2'
CONCRETE PAN
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED WATER
SERVICE (TYP.)
PROPOSED SANITARY
SERVICE (TYP.)
PROPOSED WATER
SERVICE (TYP.)
PROPOSED SANITARY
SERVICE (TYP.)
WILLOX EAST STORM DRAIN
SEE SHEET ST3
WILLOX EAST STORM DRAIN
SEE SHEET ST3
PROPOSED 4'
CONCRETE PAN
w/ 7" CURBS
PROPOSED 4'
SIDEWALK CULVERT
1
1
1
1
1
1
1
PROPOSED 2"
IRRIGATION METER
Sheet
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I
E
W
S
E
T
of 60
FO
R
T
C
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|
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S
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|
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2
2
1
.
4
1
5
8
U1
UT
I
L
I
T
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P
L
A
N
6
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
NORTH
( IN FEET )
1 inch = ft.
Feet0####
##
#####
NOTES:
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
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 CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO
MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS
SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL
DEFLECTIONS.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
5.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.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
10.ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS.
PROPOSED UNDER GROUND ELECTRIC UGE UGE
EXISTING EDGE OF ASPHALT
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING GAS METER
EXISTING WATER METER
EXISTING MAIL BOX M
19' UTILITY EASEMENT
MATCH LINE - SEE SHEET U2
U1
U2
U3
U4
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.
before you dig.Call
R
W
W
T
W
X
X
X
X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X
XXX
X
X
X
X
X
X
X
X
X
X
12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS
UG
E
UG
E
UG
E
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UG
E
U
G
E
UGE
U
G
E
UGE
U
G
E
VAU
L
TELE
C
UD UD
UD
U
D
U
D
UD
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SSSS
S
S
S
S
S
S
S
S
W
W W
W W
W
W
WWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
SS
W
W
W
W
W
W
UD
UD
X
X
SA
I
N
T
T
H
E
R
E
S
E
S
T
R
E
E
T
SA
I
N
T
J
E
R
O
M
E
S
T
R
E
E
T
MOLLER STREET
MOLLER STREET
SAINT GRACE STREET
PITT, JEAN
GBP LLC PEREZ DANIEL A.
LOT 3
LOT 3LOT 4
LOT 5LOT 6
LOT 12
LOT 11
LOT 8
LOT 13
LOT 9
LOT 7
LOT 8
LOT 10
LOT 9
LOT 7
LOT 6
LOT 1
LOT 2
LOT 4
LOT 5
LOT 8
LOT 7
LOT 11
LOT 10
LOT 9
LOT 10
LOT 1
LOT 2
BLOCK 3
BLOCK 6 BLOCK 2
TRACT D
TRACT A
DE,UE,AE
8" PVC WATER
LOT 14
LOT 13
LOT 12
EXISTING 20'
DRAINAGE EASEMENT
57'
ROW 57'
ROW
30'
-
30'
-
57'
ROW
30'
-
57'
ROW
30'
-
57'
ROW
30'
-
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
30' DRAINAGE EASEMENT
(BY SEPARATE DOCUMENT)
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
10' CONCRETE TRAIL
PROPOSED
10' CONCRETE TRAIL
50' NATURAL
FEATURE BUFFER
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(BY OTHERS)
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(BY OTHERS)
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
( BY OTHERS)
EXISTING 10' UTILITY EASEMENT
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5' SIDEWALK
5' SIDEWALK
15' UTILITY EASEMENT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
DOG PARK
6' UTILITY EASEMENT
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
PROPOSED
OUTLET STRUCTURE
PROPOSED
FOREBAY
PROPOSED
FOREBAY
PROPOSED
RAIN GARDEN A
BIOMEDIA AREA
PROPOSED
RAIN GARDEN B
BIOMEDIA AREA
PROPOSED
FOREBAY
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
UNDERGROUND
ELECTRIC
PROPOSED
4' SIDEWALK
CULVERT
PROPOSED
4' CONCRETE PAN
w/ 6" CURBS
SANITARY LINE A6
SEE SHEET SS3
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN C
SEE SHEET ST2
STORM DRAIN B
SEE SHEET ST2
WATER LINE C
SEE SHEET WT6
WATER LINE A
SEE SHEET WT2-WT3
WATER LINE C
SEE SHEET WT6
WATER LINE B
SEE SHEET WT4-WT5
PROPOSED WATER
SERVICE (TYP.)
PROPOSED SANITARY
SERVICE (TYP.)
PROPOSED WATER
SERVICE (TYP.)
PROPOSED SANITARY
SERVICE (TYP.)
PROPOSED 2'
SIDEWALK CHASE
40' UTILITY EASEMENT
(BY SEPARATE DOCUMENT)
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
RG B BEND w CO & ELBOW 1-2
INV. IN=4982.40 (N)
INV. OUT=4983.40 (S)
FG=4985.76
RG B CO 1-3-1
INV. OUT=4982.56 (W)
FG=4985.75
RG B CO 1-4
INV. OUT=4982.59 (S)
FG=4985.73
RG B PIPE END 1
FG=4983.96
RG B TEE 1-3
INV.=4982.48
FG=4982.85
55.98 LF
4" PERF. HDPE
@ 0.20%
39.87 LF
4" PERF. HDPE
@ 0.20%
16.80 LF 6" HDPE @ 0.20%
41.28 LF
4" PERF. HDPE
@ 0.20%
RG A BEND w CO 1
INV.=4983.37
FG=4986.44
RG A CO 1-6
INV. OUT=4982.75 (SE)
FG=4986.13
RG A BEND w CO & ELBOW 1-2
INV. IN=4982.52 (NE)
INV. OUT=4983.44 (S)
FG=4985.89
OUTLET C2
INV. IN=4982.98 (E)
INV. OUT=4982.98 (SW)
FG=4985.45
RG A 1-5
INV.=4982.70
FG=4983.07
RG A 1-4
INV.=4982.65
FG=4983.02
RG A 1-3
INV.=4982.56
FG=4982.92
388.24 LF
6" HDPE
@ 0.10%
76.73 LF
6" HDPE
@ 0.10%
33.40
L
F
4" PER
F
.
H
D
P
E
@ 0.10
%
91.19 LF
4" PERF. HDPE
@ 0.10%
54.96 LF
4" PERF. HDPE
@ 0.10%
43.50 LF
4" PERF. HDPE
@ 0.10%
SMALL PIPE HEADWALL
(SEE DETAIL)
PROPOSED 2'
CONCRETE PAN
EMERGENCY
OVERFLOW
WEIR
1
1
1
1
1
Sheet
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7
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
NORTH
( IN FEET )
1 inch = ft.
Feet0####
##
#####
NOTES:
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
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 CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO
MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS
SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL
DEFLECTIONS.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
5.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.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
10.ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS.
PROPOSED UNDER GROUND ELECTRIC UGE UGE
EXISTING EDGE OF ASPHALT
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING GAS METER
EXISTING WATER METER
EXISTING MAIL BOX M
19' UTILITY EASEMENT
MATCH LINE - SEE SHEET U3
MATCH LINE - SEE SHEET U1 U1
U2
U3
U4
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.
before you dig.Call
R
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
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X
X
X
X
X
X
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X
UG
E
UG
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E
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E
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X
X
JENSEN GORDON L.
CITY OF FORT COLLINS
PEREZ DANIEL A.
40' UTILITY EASEMENT
(BY SEPARATE
DOCUMENT)
PROPOSED
10' CONCRETE TRAIL
SOFT GOLD PARK
CITY OF FORT COLLINS
IRRIGATION POND
PROPOSED
12' CONCRETE TRAIL
PROPOSED
12' CONCRETE TRAIL
PROPOSED
CONCRETE TRAIL
(WIDTH VARIES)
WATER LINE A
SEE SHEET WT2-WT3
Sheet
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KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
NOTES:
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
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 CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO
MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS
SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL
DEFLECTIONS.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
5.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.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
10.ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS.
PROPOSED UNDER GROUND ELECTRIC UGE UGE
EXISTING EDGE OF ASPHALT
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING GAS METER
EXISTING WATER METER
EXISTING MAIL BOX M
19' UTILITY EASEMENT
MATCH LINE - SEE SHEET U4
MATCH LINE - SEE SHEET U2
U1
U2
U3
U4
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.
before you dig.Call
R
W W W
W
W W W
WTESTSTA
CONTROL
IRR
CONTROL
IRR CONTROL
IRR
CONTROL
IRR
W
W
W
W
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X
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C SW
H2O
CS
CS
VAULT
ELEC
CONTROL
IRR
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IRR
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IRR
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IRR
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IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
ELEC
C.O.
S
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OHU
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E
E E E E
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XXXX
UGEUGE
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/
/
CITY OF FORT COLLINS
CITY OF FORT COLLINS
PEREZ DANIEL A.
HANSON WILLIAM
A/ MERIAM P
40' ROW
EXISTING 20' UTILITY EASEMENT
EXISTING 50' TEMP
CONSTRUCTION EASEMENT
COFC CATHODIC PROTECTION
PROJECT EASEMENT
(WIDTH VARIES)
40' UTILITY
EASEMENT
(BY SEPARATE
DOCUMENT)
CONNECT TO EXISTING
8" PVC WATER MAIN
PROPOSED
FIRE HYDRANT
EXISTING 36" ANHEUSER-BUSH
WATER MAIN
EXISTING 8" PVC
WATER MAIN
EXISTING
RESTROOMS
EXISTING 30"
STORM DRAIN
EXISTING
TEST STATION
COFC CATHODIC PROTECTION
TEST STATION ON CONCRETE PAD
EXISTING 12"
SANITARY SEWER
EXISTING WATER
SERVICE
SOFT GOLD PARK
HICKORY STREET
BASKETBALL COURTS
EXISTING
PLAYGROUND
BASEBALL DIAMOND
PARKING LOT
CONNECT EXISTING METER
TO NEW SERVICE LINE
APPROXIMATE LOCATION
EXISTING 24" ELCO
WATER MAIN
PROPOSED
12' CONCRETE TRAIL
WOOD
DUCK
POND
WATER LINE A
SEE SHEET WT2-WT3
FES F1
FG=4980.67
FES F
FG=4980.52
23.05 LF
12" RCP
@ 0.68%
EXISTING 4-8" PVC
STORM DRAIN
Sheet
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NOTES:
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
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 CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO
MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS
SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL
DEFLECTIONS.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
5.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.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
10.ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS.
PROPOSED UNDER GROUND ELECTRIC UGE UGE
EXISTING EDGE OF ASPHALT
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING GAS METER
EXISTING WATER METER
EXISTING MAIL BOX M
19' UTILITY EASEMENT
MATCH LINE - SEE SHEET U3
U1
U2
U3
U4
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.
before you dig.Call
R
12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS
12" SS 12" SS
12" SS
12
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S
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12
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1
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X X X X
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W
57'
ROW
30'
-
BLOCK 6 LOT 9
TRACT A
DE,UE,AE
S
A
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T
EXMH A
STA 10+00.00
N: 139339.55
E: 192323.69
20.00 LF
12" PVC
@ 0.22%
SSMH A1
STA 10+20.00
N: 139332.69
E: 192304.90
54.53 LF
12" PVC
@ 0.22%
SSMH A2
STA 10+74.53
N: 139299.90
E: 192261.34
134.36 LF
12" PVC
@ 0.22%
SSMH A3
STA 12+08.89
N: 139301.65
E: 192126.99
83.56 LF
12" PVC
@ 0.22%
SSMH A4
STA 12+92.45
N: 139281.31
E: 192045.94
196.73 LF
12" PVC
@ 0.22%
SSMH A5
STA 14+89.17
N: 139089.52
E: 192089.73
136.63 LF 12" PVC @ 0.22%
SSMH A6
STA 16+25.80
N: 138952.89
E: 192088.81
311.26 LF 12" PVC @ 0.22%
SSMH A7
STA 19+37.06
N: 138954.99
E: 191777.55
180.24 LF 12" PVC @ 0.22%
SSMH A8
STA 21+17.30
N: 138956.20
E: 191597.32
30'
-
30'
-
57'
ROW
30'
-
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5' SIDEWALK
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
UTILITY EASEMENT
15' UTILITY EASEMENT
UTILITY EASEMENT
15' UTILITY EASEMENT
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
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A
S
E
M
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N
T
6
'
U
T
I
L
I
T
Y
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A
S
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M
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N
T
6'
U
T
I
L
I
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Y
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A
S
E
M
E
N
T
6
'
U
T
I
L
I
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Y
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A
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M
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N
T
6'
U
T
I
L
I
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Y
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A
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N
T
6'
U
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I
L
I
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A
S
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M
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N
T
9
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
SANITARY LINE A7
SEE SHEET SS4
STORM DRAIN A
SEE SHEET ST1
WATER LINE B
SEE SHEET WT4-WT5
WATER LINE D
SEE SHEET WT7
WATER LINE B
SEE SHEET WT4-WT5
TRACT B
DE
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 8
LOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 13
LOT 6
LOT 1
LOT 2
LOT 3
LOT 8
LOT 7
LOT 5
LOT 4
LOT 9
LOT 14
LOT 13
LOT 12
LOT 11
LOT 10
TRACT C
DE
BLOCK 2
BLOCK 5
BLOCK 6BLOCK 3
BLOCK 4
BLOCK 5
LOT 6
LOT 5
30' SANITARY SEWER
EASEMENT
1
0
'
C
O
N
C
R
E
T
E
T
R
A
I
L
10
'
C
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N
C
R
E
T
E
T
R
A
I
L
CONNECT TO EXISTING
SANITARY MANHOLE
CORE DRILL & RESHAPE BASE
WATER SERVICE
(TYP.)
ENCASE 20 LF SANITARY IN CONCRETE
PER FORT COLLINS DETAIL WW-6
ENCASE 20 LF SANITARY IN CONCRETE
PER FORT COLLINS DETAIL WW-6
SANITARY LINE A4
SEE SHEET SS2
SANITARY LINE A6
SEE SHEET SS3
FUTURE IRRIGATION
(CITY OF FORT COLLINS)
(BY OTHERS)
MOLLER STREET
WATER LINE C
SEE SHEET WT6
WILLOX EAST STORM DRAIN
SEE SHEET ST4
4970
4975
4980
4985
4990
4995
5000
5005
5010
4970
4975
4980
4985
4990
4995
5000
5005
5010
9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00
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1
.
4
0
(
N
)
IN
V
.
O
U
T
4
9
8
1
.
4
0
(
S
)
8" PVC WATER
STA.=16+35.80
TOP=4987.37
8" PVC WATER
STA.=19+47.06
TOP=4983.42
18" MIN.
CONNECT TO EXISTING
SANITARY MANHOLE
CORE DRILL & RESHAPE BASE
30
0
.
0
0
L
F
1
5
"
H
D
P
E
@
0
.
5
0
%
15" HDPE IRRIGATION
FUTURE (BY OTHERS)
STA.=21+07.30
INV.=4982.23
30" RCP STORM
STA.=20+83.20
INV.=4986.77
PROPOSED
GROUND
EXISTING
GROUND18" MIN.
2.5"
ENCASE 20 LF SANITARY IN CONCRETE
PER FORT COLLINS DETAIL WW-6
ENCASE 20 LF SANITARY IN CONCRETE
PER FORT COLLINS DETAIL WW-6
12" HDPE STORM
STA.=11+28.65
INV.=4987.12
Sheet
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10
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
SANITARY
LINE A
PROFILE SCALE:
SANITARY LINE A
EXISTING WATER MAIN
PROPOSED 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 SANITARY CONSTRUCTION SHALL BE CITY OF FORT COLLINS, LATEST EDITION.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
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
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
NORTH
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.
before you dig.Call
R
12" SS 12" SS
12" SS
1
2
"
S
S
S S
S
S
S
S
S
S
S
W W
W
W
W
W
W
WW
WW
W
W
SS
S
IR
W WWW
S
X X
X
X
X
X
X
X
X
X
X
X
X
E
E
E
E
E
E E E E
W
W
W
W
O
H
U
30'
-TRACT A
DE,UE,AE
SA
I
N
T
T
H
E
R
E
S
E
S
T
R
E
E
T
SSMH A4
STA 10+00.00
N: 139281.31
E: 192045.94
6' CITY OF
FORT COLLINS UTILITY EASEMENT
57'
ROW
30'
-
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
5' SIDEWALK
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9' UTILITY EASEMENT
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6' UTILITY EASEMENT
SANITARY LINE A7
SEE SHEET SS4
WATER LINE B
SEE SHEET WT4-WT5
WATER LINE D
SEE SHEET WT7
TRACT B
DE
LOT 6
LOT 5
LOT 8
LOT 6
LOT 7
LOT 1
LOT 9
LOT 1 LOT 2
LOT 3
LOT 5
LOT 4
TRACT C
DE
BLOCK 2BLOCK 5
BLOCK 5
30' SANITARY SEWER
EASEMENT
10
'
C
O
N
C
R
E
T
E
T
R
A
I
L
WATER SERVICE
(TYP.)
SANITARY LINE A
SEE SHEET SS1
BLOCK 1
SSMH A4-4
STA 12+72.23
N: 139410.57
E: 191832.22
75.23 LF
8" PVC
@ 1.00%
SSMH A4-3
STA 11+97.01
N: 139409.60
E: 191907.44
SSMH A4-2
STA 11+13.62
N: 139374.45
E: 191983.05
83.38 LF
8" PVC
@ 0.50%
70.99 LF
8" PVC
@ 0.50%
SSMH A4-1
STA 10+42.63
N: 139320.53
E: 192029.23
42.63 LF
8" PVC
@ 0.50%
BLOCK 4
EXISTING
SANITARY SEWER
MANHOLE
WILLOX EAST STORM DRAIN
SEE SHEET ST4
4970
4975
4980
4985
4990
4995
5000
5005
5010
4970
4975
4980
4985
4990
4995
5000
5005
5010
9+5010+0011+0012+0013+0013+50
PROPOSED
GROUND
EXISTING
GROUND
75.23 LF
8" PVC
@ 1.00%
SS
M
H
A
4
-
4
ST
A
1
2
+
7
2
.
2
3
RI
M
4
9
9
1
.
1
±
IN
V
.
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U
T
4
9
8
5
.
7
0
(
E
)
83.38 LF
8" PVC
@ 0.50%
SS
M
H
A
4
-
3
ST
A
1
1
+
9
7
.
0
1
RI
M
4
9
9
0
.
6
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IN
V
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N
4
9
8
4
.
9
5
(
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)
IN
V
.
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U
T
4
9
8
4
.
7
5
(
S
E
)
SS
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A
4
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2
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A
1
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1
3
.
6
2
RI
M
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9
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.
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IN
V
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N
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9
8
4
.
3
3
(
N
W
)
IN
V
.
O
U
T
4
9
8
4
.
1
3
(
S
E
)
70.99 LF
8" PVC
@ 0.50%
42.63 LF
8" PVC
@ 0.50%
SS
M
H
A
4
-
1
ST
A
1
0
+
4
2
.
6
3
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9
8
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6
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IN
V
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4
9
8
3
.
7
8
(
N
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)
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V
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U
T
4
9
8
3
.
5
8
(
S
E
)
SS
M
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A
4
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A
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0
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0
0
.
0
0
RI
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4
9
8
9
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±
IN
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3
.
0
3
(
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)
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V
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9
8
3
.
3
7
(
N
W
)
IN
V
.
O
U
T
4
9
8
2
.
8
3
(
E
)
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4
11
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
SANITARY
LINE A4
PROFILE SCALE:
SANITARY LINE A4
EXISTING WATER MAIN
PROPOSED 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 SANITARY CONSTRUCTION SHALL BE CITY OF FORT COLLINS, LATEST EDITION.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
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
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
NORTH
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.
before you dig.Call
R
12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS
UG
E
U
G
E
UGE
U
G
E
U
G
E
VAU
L
TELE
C
12
"
S
S
UD
U
D
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SSSS
S
S
S
S
S
S
S
S
W
W
W W
W W
W
W
WWW
W
W
W
W
W
W
W
W
W
W W
WW
W
W
W
S
S
SS
W W
WW
WW
UD
W
W
T
W
X
X
X
X
X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
30'
-5' SIDEWALK
6' UTILITY EASEMENT
BLOCK 6
BLOCK 3
BLOCK 2
LOT 3 LOT 8
LOT 10
LOT 9
LOT 7
LOT 1
LOT 2
LOT 4
LOT 11
LOT 10
LOT 9
LOT 1
LOT 2LOT 3LOT 4LOT 5LOT 6
LOT 7
LOT 14
LOT 13
LOT 12
TRACT D
SAINT GRACE STREET
SSMH A6
STA 10+00.00
N: 138952.89
E: 192088.81
EXISTING 20'
DRAINAGE EASEMENT
57'
ROW 57'
ROW
30'
-
30'
-
57'
ROW
30'
-
57'
ROW
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
5' SIDEWALK
5' SIDEWALK
15' UTILITY EASEMENT
15' UTILITY EASEMENT
UTILITY EASEMENT
15' UTILITY EASEMENT
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6' UTILITY EASEMENT
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN B
SEE SHEET
WATER LINE C
SEE SHEET WT6
WATER LINE A
SEE SHEET WT2-WT3
WATER LINE C
SEE SHEET WT6
LOT 10
LOT 12
LOT 11
LOT 8
LOT 13
LOT 9
LOT 8
LOT 7
BLOCK 6
BLOCK 3
LOT 6
LOT 5
WATER SERVICE
(TYP.)
ENCASE 20 LF SANITARY IN CONCRETE
PER FORT COLLINS DETAIL WW-6
SANITARY LINE A
SEE SHEET SS1
TRACT A
DE,UE,AE
SANITARY LINE A
SEE SHEET SS1
290.64 LF 8" PVC @ 0.40%
SSMH A6-1
STA 12+90.64
N: 138662.26
E: 192086.86
37.28 LF 8" PVC @ 0.40%
SSMH A6-2
STA 13+27.92
N: 138636.08
E: 192060.32
284.90 LF
8" PVC
@ 0.40%
SSMH A6-3
STA 16+12.82
N: 138637.99
E: 191775.42
SSMH A6-4
STA 17+96.32
N: 138821.49
E: 191776.66
183.50 LF 8" PVC @ 0.40%
ENCASE 20 LF
SANITARY IN
CONCRETE
PER FORT COLLINS
DETAIL WW-6
BLOCK 2
FUTURE IRRIGATION
(CITY OF FORT COLLINS)
(BY OTHERS)
RAIN GARDEN B
BIOMEDIA AREA
RG B UNDERDRAIN
SEE SHEET U2
WATER LINE B
SEE SHEET WT4-WT5
RAIN GARDEN A
BIOMEDIA AREA
RG A UNDERDRAIN
SEE SHEET U2
4970
4975
4980
4985
4990
4995
5000
5005
5010
4970
4975
4980
4985
4990
4995
5000
5005
5010
9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+50
PROPOSED
GROUND
EXISTING
GROUND
SS
M
H
A
6
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
9
1
.
7
±
IN
V
.
I
N
4
9
8
4
.
1
5
(
W
)
IN
V
.
I
N
4
9
8
4
.
4
9
(
S
)
IN
V
.
O
U
T
4
9
8
3
.
9
5
(
N
)
290.64 LF 8" PVC @ 0.40%
SS
M
H
A
6
-
1
ST
A
1
2
+
9
0
.
6
4
RI
M
4
9
9
0
.
4
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37.28 LF 8" PVC @ 0.40%
SS
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183.50 LF 8" PVC @ 0.40%
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(
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18" MIN.
ENCASE 20 LF SANITARY IN CONCRETE
PER FORT COLLINS DETAIL WW-6
8" PVC WATER
STA.=16+43.32
TOP=4986.11 8" PVC WATER
STA.=13+03.37
TOP=4984.37
ENCASE 20 LF SANITARY IN CONCRETE
PER FORT COLLINS DETAIL WW-6
18" MIN.
Sheet
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6
12
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
SANITARY
LINE A6
PROFILE SCALE:
SANITARY LINE A6
EXISTING WATER MAIN
PROPOSED 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 SANITARY CONSTRUCTION SHALL BE CITY OF FORT COLLINS, LATEST EDITION.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
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
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
NORTH
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.
before you dig.Call
R
12
"
S
S
12
"
S
S
12
"
S
S
12
"
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
WW
WW
W S
S
S
S
WW
W W
W W
W
W
W
W
S
S
S
IR
X X X X X
X
X X X X X X X
LOT 3LOT 4
SAINT THERESE STREET
SSMH A7
STA 10+00.00
N: 138954.99
E: 191777.55
57
'
RO
W
30
'
-30
'
-
57'
ROW
FO
R
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5'
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W
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5' SIDEWALK
5'
S
I
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E
W
A
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5'
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9'
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15
'
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9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
SANITARY LINE A
SEE SHEET SS1
STORM DRAIN A
SEE SHEET ST1
WATER LINE B
SEE SHEET WT4-WT5
WATER LINE C
SEE SHEET WT6
WATER LINE D
SEE SHEET WT7
TRACT B
DE
LOT 6
LOT 1LOT 2LOT 3LOT 4LOT 5
LOT 8
LOT 3 LOT 2LOT 4LOT 5LOT 6LOT 7
LOT 1
LOT 12 LOT 11LOT 13
BLOCK 6
BLOCK 3BLOCK 4
BLOCK 5
LOT 5
WATER SERVICE
(TYP.)
SANITARY LINE A4
SEE SHEET SS2
57
'
RO
W
SSMH A7-2
STA 13+49.16
N: 139304.02
E: 191770.19
252.38 LF 8" PVC @ 0.60%
SSMH A7-1
STA 10+96.78
N: 139051.77
E: 191778.20
96.78 LF 8" PVC @ 0.50%
FUTURE IRRIGATION
(CITY OF FORT COLLINS)
(BY OTHERS)
PROPOSED 2"
IRRIGATION METER
4970
4975
4980
4985
4990
4995
5000
5005
5010
4970
4975
4980
4985
4990
4995
5000
5005
5010
9+5010+0011+0012+0013+0014+00
PROPOSED
GROUND
EXISTING
GROUND
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7
13
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
SANITARY
LINE A7
PROFILE SCALE:
SANITARY LINE A7
EXISTING WATER MAIN
PROPOSED 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 SANITARY CONSTRUCTION SHALL BE CITY OF FORT COLLINS, LATEST EDITION.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
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
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
NORTH
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.
before you dig.Call
R
S
W
T
ELEC
S
S
T MS
W
W
WM
W
W
T
S
MM
W
M
H YD MM
FO FO FO FO
XXXX
X
XX
G G G G
G
OHU OHU OHU OHU
FO FO FO FO FO
W W
X
W W W W W W W W W W W W W W W
W
WFOFO
X
G G FO FO
F
O
W
G G G G G G
G
G
X X X X X X X X X
X X X X X X X X X
FO FO FO FO
OHU OHU OHU OHU OHU
O
H
U
OHU OHU OHU OHU OHU OHU
W W W W W
FO FO FO FO FO FO
X X X X X X X X X X X
X X X X X X
X
X
X
X
X
X
X
X
FO FO FO FO FO FO FO FO FO FO
FOGGGGGGGGGGG
FO FO FO FO FO FO FO FO FO FOFO
G
E
E
E
E
W
W
W
W
W
OHU
O
H
U
O
H
U
O
H
U
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
WWWWWWWWWW W W W W W W W W W
/ / / / / / / /
/ / / / / / / /
TRACT A
DE,UE,AE
KAFKA, AMY
EXISTING 30' NCWA
UTILITY EASEMENT
EXISTING 30' NCWA
UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS UTILITY EASEMENT
57'
ROW
30'
-
100' UNION PACIFIC
RAILROAD ROW
72' ROW
EXISTING 10'
MOUNTAIN STATES
UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
PROPOSED
FIRE HYDRANT
PROPOSED
10' CONCRETE TRAIL EXISTING
FIRE HYDRANT
EXISTING
NCWA WATERLINE
±114' LF 24" STEEL CASING
TO BE BORED UNDER
UNION PACIFIC ROW
EXISTING EDGE
OF ASPHALT
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(BY OTHERS)
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9' UTILITY EASEMENT
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
WEST WILLOX LANE
6' UTILITY EASEMENT
18' UTILITY EASEMENT 18' UTILITY EASEMENT
PROPOSED 2'
CONCRETE PAN
ACKELSON CONNIE A.
TRACT B
DE
BLOCK 1
LOT 3
LOT 1 LOT 2
LOT 5
LOT 4
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
T
S S
S
S
S
W W
W
W
W
30.81 LF 12" PVC
N66°26'52"W
145.90 LF 12" PVC
N89°09'59"W
471.89 LF 12" PVC
N89°09'45"W
162.50 LF 12" PVC
N89°09'48"W
8.00 LF 12" PVC
N89°09'59"W
STA.=10+00.00
REMOVE STUB &
CONNECT TO EXISTING
WATER LINE
22.5° BEND w/MJR
N:139625.22
E:192410.03
STA.=10+30.81
22.5° BEND w/MRJ
1 - 12" GV (W)
N:139637.53
E:192381.79
STA.=11+76.71
1 - 12" GV
N:139639.65
E:192235.90
STA.=16+48.61
12"X8" TEE w/MJR
1 - 12" GV (E)
1 - 8" GV (S)
N:139646.55
E:191764.06
STA.=18+11.11
12"X6" TEE w/MJR
1 - 12" GV (W)
1 - 6" GV (S)
1 - FH ASSEMBLY (S)
N:139648.92
E:191601.58
STA.=18+19.11
12" STUB
RESTRAINED TO TEE (E)
N:139649.04
E:191593.58
SA
I
N
T
T
H
E
R
E
S
E
S
T
R
E
E
T
PROPOSED 4'
SIDEWALK CULVERT
WILLOX STORM DRAIN
SEE SHEET ST3
WATER LINE B
SEE SHEET WT4-WT5
WILLOX EAST STORM DRAIN
SEE SHEET ST3
±41'
EOP-FL
FIRE HYDRANT
N:139622.68
E:191601.24
EXISTING
NCWA WATERLINE
4970
4975
4980
4985
4990
4995
5000
5005
5010
4970
4975
4980
4985
4990
4995
5000
5005
5010
9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+60
12" PVC12" PVC
ST
A
.
1
0
+
0
0
.
0
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.
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=
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9
8
7
.
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.
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7
+
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°
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PROPOSED
GROUND
EXISTING
GROUND
113.30 LF 24" STEEL CASING @ 0.00%
STA.=11+68.49
INV. = 4986.126
STA.=10+55.19
INV. = 4986.126
49
9
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TOP OF
PIPE
PROPOSED
GROUND
FUTURE 15" HDPE
IRRIGATION
(BY OTHERS)
STA.=17+87.11
INV.=4985.70
18" MIN.
Sheet
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14
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
WILLOX WATER LINE
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
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.
before you dig.Call
R
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 FORT COLLINS UTILITIES, WATER &
WASTE WATER DESIGN CRITERIA MANUAL, LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.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.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
11.PVC - PIPE JOINT DEFLECTION FOR PVC PIPE SHALL NOT EXCEED 1 DEGREE PER
SECTION OF PIPE. BENDING OF THE PIPE IS NOT ALLOWED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
NORTH
WT1
W
W
W
W
W
W
W
TES
T
STA
CON
T
R
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L
IRR
CON
T
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IRR
CON
T
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IRR
CON
T
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IRR
WWWEE
E
EE
E
X
X
X
X
X
X
X
X
X
X
C SW
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C S
C S
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CON
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CON
T
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CON
T
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L
IRR
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CON
T
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CON
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ELECC.O
.
B M
S
OH
U
OH
U
OH
U
E
E
E
E
E
E
E
E
E
E
X
X
X
X
X
X
X
X
X
X
X
X
E
X
X
X
X
X
W
W
W
X
X
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X
X
X
/ / / / /
/
/
/
/ / / / / /
/
/
/ / / / / / /
/
/ / /
/
/
/
/
/
/ / / / / / / /
/ / / / / /
/
/
/ / /
/
/
/
/
/
UGE
UGE
UGE
UGE
UGE
UG
E
UGE
UGE
UGEUGEUGE
UGE
UGE
U
G
E
U
G
E
U
G
E
U
G
E
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U
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U
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UG
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UGE
U
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E
56.03 LF 8" PVC
N89°33'35"W
66.44 LF 8" PVC
N67°03'35"W
133.5
0
L
F
8
"
P
V
C
N67°0
3
'
3
5
"
W
67.94 LF 8" PVC
N22°03'35"W
140.15 LF 8" PVC
N39°32'35"W
40.48 LF 8" PVC
N02°07'18"W
50.59 LF 8" PVC
N24°54'24"E
91.54 LF 8"PVCR=300.00'
195.94 LF 8"PVC
R=300.00'
161.41LF
8"
P
V
C
R=300.00'
3
0
2.9
3
LF
8"
PVC
R
=300.00'
STA.=10+00.00
CONNECT TO EXISTING
WATERLINE
1 - 8" GV w/MJR
N:137033.04
E:192458.90
STA.=10+56.03
22.5° BEND w/MRJ
N:137033.47
E:192402.87
STA.=11+22.47
8"X6" SWIVEL TEE
1 - 6" GV (NE)
1 - 8" GV (NW)
1 - FH ASSEMBLY (NE)
N:137059.36
E:192341.69
STA.=12+55.96
45° BEND w/MJR
N:137111.40
E:192218.75
STA.=13+23.90
BEGIN HORIZ.
DEFLECTION
STA.=14+15.45
END HORIZ.
DEFLECTION
STA.=15+55.59
BEGIN HORIZ.
DEFLECTION
STA.=17+51.53
END HORIZ.
DEFLECTION
STA.=17+92.01
BEGIN HORIZ.
DEFLECTION
STA.=19+53.43
BEGIN HORIZ.
DEFLECTION
STA.=19+53.43
END HORIZ.
DEFLECTION SOFT GOLD PARK
HIC
K
O
R
Y
S
T
R
E
E
T
BASKETBALL COURTS
EXISTING
PLAYGROUND
BASEBALL DIAMOND
PARKING LOT
EXISTING 36" ANHEUSER-BUSH
WATER MAIN
EXISTING 8" PVC
WATER MAIN
EXISTING
RESTROOMS
EXISTING 30"
STORM DRAIN
EXISTING
TEST STATION
COFC CATHODIC PROTECTION
TEST STATION ON CONCRETE PAD
EXISTING 12"
SANITARY SEWER
EXISTING WATER
SERVICE
CONNECT EXISTING METER
TO NEW SERVICE LINE
APPROXIMATE LOCATION
EXISTING 24" ELCO
WATER MAIN
PROPOSED
12' CONCRETE TRAIL
EXISTING 4-8"
STORM DRAINCOFC CATHODIC PROTECTION
PROJECT EASEMENT
(WIDTH VARIES)
40' UTILITY
EASEMENT
(BY SEPARATE
DOCUMENT)
CITY OF FORT COLLINS
PEREZ DANIEL A.
HANSON WILLIAM
A/ MERIAM P
CULVERT
SEE SHEET U4
40'
U
T
I
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I
T
Y
EA
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M
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N
T
(BY
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P
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A
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DO
C
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N
T
)
4955
4960
4965
4970
4975
4980
4985
4990
4995
4955
4960
4965
4970
4975
4980
4985
4990
4995
9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+50
30" RCP STORM
STA.=10+71.47
INV.=4975.22
36" WATER
STA.=10+96.38
TOP=4974.83
8" P
V
C
8" PVC
8" PVC8" PVC
8" PVC
8" PVC
8" PV
C
ST
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1
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+
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(@ 0.9°)
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7
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55.0' DEF.
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.
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0
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0
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.
=
4
9
7
2
.
9
8
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A
.
1
3
+
8
5
.
9
0
T.
O
.
P
.
=
4
9
7
4
.
0
6
(@ 0.8°)
50.0' DEF.
ST
A
.
1
8
+
0
8
.
9
3
T.
O
.
P
.
=
4
9
7
4
.
8
7
ST
A
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1
8
+
5
8
.
9
3
T.
O
.
P
.
=
4
9
7
5
.
2
5
(@ 0.8°)
8" PVC STORM
STA.=12+13.11
INV.=4977.18
8" PVC STORM
STA.=12+15.64
INV.=4977.15
8" PVC STORM
STA.=12+17.58
INV.=4977.19
8" PVC STORM
STA.=12+11.22
INV.=4977.30
EXISTING
GROUND
PROPOSED
GROUND
49
7
9
.
9
7
49
8
0
.
2
4
49
8
0
.
2
5
49
8
0
.
2
6
49
8
0
.
3
1
49
8
0
.
3
9
49
8
0
.
4
8
49
8
0
.
4
8
49
8
0
.
3
6
49
8
0
.
2
4
49
8
0
.
2
3
49
8
0
.
0
6
49
7
9
.
7
8
49
7
9
.
4
9
49
7
9
.
8
4
49
8
1
.
4
9
49
8
1
.
7
9
49
8
2
.
1
1
49
8
2
.
3
3
49
8
2
.
4
5
PROPOSED
GROUND
TOP OF
PIPE
18" MIN.
Sheet
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0
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2
2
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PL
A
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WA
T
E
R
L
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E
A
15
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
WATER LINE A
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
21
+
5
0
WT
3
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
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.
before you dig.Call
R
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 FORT COLLINS UTILITIES, WATER &
WASTE WATER DESIGN CRITERIA MANUAL, LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.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.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
11.PVC - PIPE JOINT DEFLECTION FOR PVC PIPE SHALL NOT EXCEED 1 DEGREE PER
SECTION OF PIPE. BENDING OF THE PIPE IS NOT ALLOWED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
L
I
N
E
MA
T
C
H
ST
A
2
1
+
5
0
NORTH
WT2
WT3
4965
4970
4975
4980
4985
4990
4995
5000
5005
4965
4970
4975
4980
4985
4990
4995
5000
5005
21+5022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+00
24" RCP STORM
STA.=29+16.36
INV.=4984.91
8" PVC
ST
A
.
3
0
+
3
9
.
3
8"
X
8
"
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E
E
2
-
8
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G
V
(
S
W
,
S
E
)
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4
9
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2
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4
9
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3
3
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°
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A
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6
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4
6
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3
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9
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2
3
(@ 0.0°)
55.0' DEF.
ST
A
.
2
9
+
5
6
.
4
3
T.
O
.
P
.
=
4
9
8
3
.
2
4
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A
.
3
0
+
1
1
.
3
8
T.
O
.
P
.
=
4
9
8
4
.
3
5
(@ 0.8°)
75.0' DEF.
ST
A
.
2
8
+
7
4
.
2
3
T.
O
.
P
.
=
4
9
8
1
.
3
1
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A
.
2
9
+
4
9
.
2
3
T.
O
.
P
.
=
4
9
8
2
.
9
6
(@ 0.5°)
EXISTING
GROUND
PROPOSED
GROUND
49
8
4
.
0
9
49
8
5
.
1
4
49
8
6
.
8
1
49
8
6
.
4
1
49
8
6
.
7
2
49
9
0
.
6
2
49
8
3
.
7
7
49
8
3
.
7
6
49
8
3
.
6
8
49
8
4
.
2
8
49
8
4
.
4
3
49
8
5
.
0
4
49
8
5
.
4
3
49
8
6
.
3
4
49
8
7
.
2
0
49
8
6
.
1
8
49
8
5
.
7
4
49
8
5
.
9
4
49
8
6
.
2
0
49
8
6
.
2
8
49
8
6
.
7
2
49
8
7
.
1
8
49
8
8
.
7
1
49
8
9
.
7
2
49
9
0
.
2
5
PROPOSED
GROUND
TOP OF
PIPE
ENCASE 20 LF SANITARY IN CONCRETE
PER FORT COLLINS DETAIL WW-6
18" MIN.
8" PVC SANITARY
STA.=30+29.28
INV.=4985.89
24" RCP STORM
STA.=29+11.73
INV.=4984.91
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X UGEUGE
UGE
UGE
UGE
UG
E
UGE
UGE UGE UGE
UGE
UGE
UGEUG
E
UGEUGE
U
G
E
U
G
E
U
G
E
UG
E
UGE
UGE
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
UGE
UGE
UGE
UGE
UGE
VA
U
L
T
EL
E
C
UD
U
D
UD
UD
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
S
S
S
SS
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
W
W W
W
W
W
LOT 11LOT 10
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
TRACT A
DE,UE,AE
TRACT D
LOT 3
LOT 8 LOT 10LOT 9LOT 7
LOT 1LOT 2LOT 4
BLOCK 3
BLOCK 6
LOT 14LOT 13LOT 12
40.48 LF 8" PVC
N02°07'18"W
50.59 LF 8" PVC
N24°54'24"E
1
7
9
.
3
6
L
F
8
"
P
V
C
N
4
7
°
2
4
'
2
4
"
E
61.83 LF 8" PVC
N01°39'24"E
177.51 LF 8" PVC
N44°36'54"W
1 6 1 .4 1 L F 8 "P V C
R =3 0 0 .0 0 '
3 0 2 .9 3 L F 8 "P V C
R =3 0 0 .0 0 '
97.91 LF 8"PVCR=300.00'
215.72 LF 8"PVCR=300.00'
STA.=30+39.28
8"X8" TEE w/MJR
2 - 8" GV (SW, SE)
N:138660.44
E:192070.77
STA.=28+61.77
45° BEND w/MJR
N:138534.08
E:192195.44
STA.=27+99.94
45° BEND w/MJR
N:138472.28
E:192193.65
STA.=26+20.59
END HORIZ.
DEFLECTION
STA.=24+04.87
REVERSE HORIZ.
DEFLECTION
STA.=23+06.96
BEGIN HORIZ.
DEFLECTION
STA.=17+92.01
BEGIN HORIZ.
DEFLECTION
STA.=19+53.43
BEGIN HORIZ.
DEFLECTION
STA.=19+53.43
END HORIZ.
DEFLECTION
STA.=22+56.36
END HORIZ.
DEFLECTION
STA.=23+06.96
1 - 8" GV
N:138068.57
E:191940.27
EX
I
S
T
I
N
G
1
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
15
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
SOFT GOLD PARK
DOG PARK
CITY OF FORT COLLINS
IRRIGATION POND
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6' UTILITY EASEMENT
6' UTILITY EASEMENT
PROPOSED
10' CONCRETE TRAIL
50' NATURAL
FEATURE BUFFER
PROPOSED
FOREBAY
PROPOSED
RAIN GARDEN A
BIOMEDIA AREA
PROPOSED
12' CONCRETE TRAIL
PROPOSED
CONCRETE TRAIL
(WIDTH VARIES)
PROPOSED
FOREBAY
PROPOSED
UNDERGROUND
ELECTRIC
PROPOSED
4' SIDEWALK
CULVERT
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
57'
ROW
57'
ROW
30'
-
30'
-
57'
ROW
30'
-
40' UTILITY EASEMENT
(BY SEPARATE
DOCUMENT)
40' UTILITY EASEMENT
(BY SEPARATE DOCUMENT)
SA
I
N
T
G
R
A
C
E
S
T
R
E
E
T
SAINT THERESE STREET
SAINT JEROME STREET
ENCASE 20 LF SANITARY IN CONCRETE
PER FORT COLLINS DETAIL WW-6
STORM DRAIN B
SEE SHEET ST2
WATER LINE C
SEE SHEET WT6
RG A UNDERDRAIN
SEE SHEET U2WATER LINE B
SEE SHEET WT4-WT5
PROFILE SCALE:
WATER LINE A
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
21
+
5
0
WT
2
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
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.
before you dig.Call
R
Sheet
WI
L
L
O
X
F
A
R
M
Th
e
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e
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a
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V
I
E
W
S
E
T
of 60
FO
R
T
C
O
L
L
I
N
S
|
G
R
E
E
L
E
Y
|
M
E
S
A
|
G
O
O
D
Y
E
A
R
|
T
U
C
S
O
N
|
N
O
R
T
H
P
H
O
E
N
I
X
|
F
O
R
T
W
O
R
T
H
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
WT3
PL
A
N
&
P
R
O
F
I
L
E
WA
T
E
R
L
I
N
E
A
16
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
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 FORT COLLINS UTILITIES, WATER &
WASTE WATER DESIGN CRITERIA MANUAL, LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.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.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
11.PVC - PIPE JOINT DEFLECTION FOR PVC PIPE SHALL NOT EXCEED 1 DEGREE PER
SECTION OF PIPE. BENDING OF THE PIPE IS NOT ALLOWED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
LI
N
E
MA
T
C
H
ST
A
21
+
5
0
NORTH
WT2
WT3
WT
EL
E
C
SS
S
MM
W
W
W
W
W
W
W
W
W
W
WFO
X
G
FO
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
EEEEEE
E
OHU
OHU
OHU
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
W
W
W
W
W
W
W
W
W
W
/
/
/
/
/
/
/
/
12
"
S
S
12
"
S
S
12
"
S
S
12
"
S
S
12
"
S
S
12
"
S
S
12
"
S
S
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
T
12
"
S
S
1
2
"
S
S
12" SS 12" SS
12" SS
12" SS
12" SS
S
S
S
S
SS
S
S
S
S
S
S
S
S
S
S
SSS
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWW
W
W W
W
W
W W
WW
WW
W
W
W
W
S
S
S
IR
BLOCK 4
BLOCK 1
BLOCK 2
BLOCK 5
TRACT B
DE
TRACT C
DE
TRACT A
DE,UE,AE
LOT 1
LOT 2
LOT 3
LOT 5
LOT 4
LOT 9
LOT 8
LOT 3LOT 2 LOT 4 LOT 5 LOT 6
LOT 14
LOT 13 LOT 12
LOT 11
LOT 10
LOT 7
LOT 1
LOT 1
LOT 2LOT 3
LOT 4LO
T
6
LOT 8 LOT 7
LOT 5
LOT 6
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
16.88 LF 8" PVC
R=300.00'
6 9 .3 5 L F 8 "P V C
R =3 0 0 .0 0 '
ACKELSON CONNIE A.
5'
S
I
D
E
W
A
L
K
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5' SIDEWALK
9' UTILITY EASEMENT
UT
I
L
I
T
Y
E
A
S
E
M
E
N
T
(W
I
D
T
H
V
A
R
I
E
S
)
UT
I
L
I
T
Y
E
A
S
E
M
E
N
T
15
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
WE
S
T
W
I
L
L
O
X
L
A
N
E
6' UTILIT
Y
E
A
S
E
M
E
N
T
6' UTILITY
E
A
S
E
M
E
N
T
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6' UTILITY EASEMENT
18
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
18
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
SAINT THERESE STREET
MO
L
L
E
R
S
T
R
E
E
T
SA
I
N
T
J
O
S
E
P
H
S
T
R
E
E
T
PROPOSED
FIRE HYDRANT
PROPOSED
10' CONCRETE TRAIL
EXISTING
NCWA WATERLINE
EXISTING
NCWA WATERLINE
EXISTING EDGE
OF ASPHALT
PROPOSED 2'
CONCRETE PAN
PROPOSED 4'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED 2'
CONCRETE PAN
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED WATER
SERVICE (TYP.)
PROPOSED SANITARY
SERVICE (TYP.)
EXISTING 6' CITY OF
FORT COLLINS UTILITY EASEMENT
57'
ROW
57'
ROW
30'
-
30'
-
30'
-
57'
ROW
30'
-
ROW
30'
-
72' ROW
126.90 LF 8" PVC
S00°41'00"W
118.19 LF 8" PVC
S00°45'03"W
14
4
.
1
8
L
F
8
"
P
V
C
S8
9
°
1
6
'
0
5
"
E
79
.
0
7
L
F
8
"
P
V
C
S6
5
°
0
3
'
5
0
"
E
67.28 LF 8" PVC
S40°34'26"E
20.78 LF 8" PVC
S16°05'02"E
97.68 LF 8" PVC
S16°05'02"E
64.26 LF 8" PVC
S12°51'35"E
144.14 LF 8" PVC
S00°23'06"W
STA.=10+00.00
12"X8" TEE w/MJR
1 - 12" GV (E)
1 - 8" GV (S)
N:139646.55
E:191764.06
STA.=11+26.90
8"X6" TEE w/MJR
1 - 6" GV (E)
1 - FH ASSEMBLY (E)
N:139519.65
E:191762.55
STA.=12+45.09
8"X8" TEE w/MJR
2 - 8" GV (S, E)
N:139401.47
E:191761.00
STA.=13+89.28
22.5° BEND w/MRJ
N:139399.63
E:191905.17
STA.=14+68.35
22.5° BEND w/MRJ
N:139366.30
E:191976.87
STA.=15+35.63
22.5° BEND w/MRJ
N:139315.19
E:192020.63
STA.=15+56.41
8"X6" TEE w/MJR
1 - 6" GV (SW)
1 - FH ASSEMBLY (SW)
N:139295.22
E:192026.39
STA.=16+54.09
BEGIN HORIZ.
DEFLECTION
STA.=16+70.97
END HORIZ.
DEFLECTION
STA.=17+35.22
BEGIN HORIZ.
DEFLECTION
STA.=18+04.57
END HORIZ.
DEFLECTION
SANITARY LINE A4
SEE SHEET WT2-WT3
SANITARY LINE A
SEE SHEET SS1
SANITARY LINE A7
SEE SHEET SS4
WILLOX WATER LINE
SEE SHEET WT1
WATER LINE D
SEE SHEET WT7
WILLOX EAST STORM DRAIN
SEE SHEET ST3
SANITARY LINE A
SEE SHEET SS1
EXISTING WATER CROSSING
STA.=10+40.41
PROPOSED 2"
IRRIGATION METER
4970
4975
4980
4985
4990
4995
5000
5005
5010
4970
4975
4980
4985
4990
4995
5000
5005
5010
9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+50
8" PVC
8" PVC
ST
A
.
1
0
+
0
0
.
0
12
"
x
8
"
T
E
E
T.
O
.
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.
=
4
9
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.
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5
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=
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9
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1
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+
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8
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D
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.
=
4
9
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3
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°
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=
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=
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=
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6
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8"
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6
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(
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)
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=
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=
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3
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5
°
B
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=
4
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=
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5
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6
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4
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6
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T
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G
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(
S
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)
1
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9
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A
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3
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G
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ST
A
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=
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2
3
(@ 0.4°)
PROPOSED
GROUND
EXISTING
GROUND
49
9
2
.
5
4
49
9
2
.
9
0
49
9
2
.
3
4
49
9
1
.
2
9
49
9
0
.
5
6
49
8
9
.
9
1
49
9
0
.
0
1
49
9
0
.
6
0
49
9
1
.
1
2
49
9
1
.
9
4
49
9
2
.
2
4
49
9
2
.
6
3
49
9
3
.
0
1
49
9
2
.
9
4
49
9
2
.
7
0
49
9
1
.
9
9
49
9
1
.
6
5
49
9
1
.
3
4
49
9
1
.
0
7
49
9
0
.
8
6
49
9
0
.
7
3
49
9
0
.
3
4
49
9
0
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2
0
49
9
0
.
1
0
49
8
9
.
7
5
49
8
9
.
6
1
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8
9
.
8
2
49
9
0
.
1
8
49
9
0
.
3
3
49
9
0
.
4
7
49
9
0
.
7
2
49
9
0
.
8
4
49
9
0
.
9
7
49
9
1
.
2
5
PROPOSED
GROUND
TOP OF
PIPE
CO
N
T
R
A
C
T
O
R
T
O
V
E
R
I
F
Y
LO
C
A
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P
R
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O
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T
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CO
N
S
T
R
U
C
T
I
O
N
.
EXISTING 4" PVC NOCO WATER
STA.=10+40.41
TOP=4986.17
18" MIN.
Sheet
WI
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T
E
R
L
I
N
E
B
17
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
WATER LINE B
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
18
+
5
0
WT
5
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
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.
before you dig.Call
R
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 FORT COLLINS UTILITIES, WATER &
WASTE WATER DESIGN CRITERIA MANUAL, LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.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.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
11.PVC - PIPE JOINT DEFLECTION FOR PVC PIPE SHALL NOT EXCEED 1 DEGREE PER
SECTION OF PIPE. BENDING OF THE PIPE IS NOT ALLOWED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
LI
N
E
MA
T
C
H
ST
A
18
+
5
0
NORTH
WT4
WT5
4970
4975
4980
4985
4990
4995
5000
5005
5010
4970
4975
4980
4985
4990
4995
5000
5005
5010
18+5019+0020+0021+0022+0022+50
8" PVC
8" PVC
ST
A
.
2
2
+
0
0
.
3
8"
X
8
"
T
E
E
2
-
8
"
G
V
(
S
W
,
S
E
)
T.
O
.
P
.
=
4
9
8
5
.
9
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A
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1
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4
8
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3
°
D
E
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O
.
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.
=
4
9
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7
.
3
7
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A
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1
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+
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8
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8"
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6
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T
E
E
1
-
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"
G
V
(
S
)
1
-
6
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V
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W
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)
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D
T.
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.
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=
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ST
A
.
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8
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.
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0
T.
O
.
P
.
=
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9
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7
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9
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A
.
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8
+
9
8
.
4
0
T.
O
.
P
.
=
4
9
8
7
.
3
7
(@ 1.0°)
20.0' DEF.
ST
A
.
1
8
+
5
4
.
3
5
T.
O
.
P
.
=
4
9
8
6
.
8
8
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A
.
1
8
+
7
4
.
3
5
T.
O
.
P
.
=
4
9
8
7
.
1
2
(@ 0.6°)
PROPOSED
GROUND
EXISTING
GROUND
49
9
1
.
6
2
49
9
1
.
6
8
49
9
1
.
1
8
49
9
0
.
4
0
49
9
1
.
5
0
49
9
1
.
7
5
49
9
1
.
8
0
49
9
1
.
7
8
49
9
1
.
5
5
49
9
1
.
4
3
49
9
1
.
3
0
49
9
1
.
0
2
49
9
0
.
8
4
49
9
0
.
6
4
TOP OF
PIPE
18"
MIN.
12" PVC SANITARY
STA.=19+05.21
INV.=4984.17
WW
T
WXXXXXX
12
"
S
S
12
"
S
S
12
"
S
S
12" SS 12" SS
UD
U
D
UD
UD
S
S
SSS
S
S
S
S
S
S
S
S
S
SS
S
S
S
S
W
WWW
W
W
W
W
W
W
W
W
W
W W
WW
W
W
W
LOT 11 LOT 10 LOT 9
LOT 1
LOT 2
LOT 3
LOT 4
TRACT A
DE,UE,AE TRACT D
LOT 8
LOT 10
LOT 9
LOT 7
BLOCK 3
BLOCK 6
LOT 14
LOT 13
LOT 12
BLOCK 5
LOT 14
LO
T
6
LOT 6
LOT 8 LOT 7
LOT 5
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
SAINT JEROME STREET
MO
L
L
E
R
S
T
R
E
E
T
SA
I
N
T
G
R
A
C
E
S
T
R
E
E
T
PROPOSED
10' CONCRETE TRAIL
PROPOSED
10' CONCRETE TRAIL
PROPOSED
FOREBAY
PROPOSED
RAIN GARDEN B
BIOMEDIA AREA
PROPOSED
FOREBAY
PROPOSED
4' SIDEWALK
CULVERT
PROPOSED
4' CONCRETE PAN
w/ 6" CURBS
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
57'
ROW
30'
-
30'
-
57'
ROW
30'
-
30'
-
144.14 LF 8" PVC
S00°23'06"W
243.00 LF 8" PVC
S00°23'06"W
8.59 LF 8" PVC
S45°23'06"W
STA.=18+04.57
END HORIZ.
DEFLECTION
STA.=19+48.71
8"X6" TEE w/MJR
1 - 8" GV (S)
1 - 6" GV (W)
1 - FH ASSEMBLY (W)
N:138909.46
E:192078.52
STA.=21+91.71
45° BEND w/MJR
N:138666.47
E:192076.88
STA.=22+00.29
8"X8" TEE w/MJR
2 - 8" GV (SW, SE)
N:138660.44
E:192070.77
SANITARY LINE A6
SEE SHEET SS3
STORM DRAIN B
SEE SHEET ST2
WATER LINE A
SEE SHEET WT2-WT3
WATER LINE C
SEE SHEET WT6
BLOCK 2
SANITARY LINE A
SEE SHEET SS1
PROFILE SCALE:
WATER LINE B
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
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.
before you dig.Call
R
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 FORT COLLINS UTILITIES, WATER &
WASTE WATER DESIGN CRITERIA MANUAL, LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.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.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
11.PVC - PIPE JOINT DEFLECTION FOR PVC PIPE SHALL NOT EXCEED 1 DEGREE PER
SECTION OF PIPE. BENDING OF THE PIPE IS NOT ALLOWED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
LI
N
E
MA
T
C
H
ST
A
18
+
5
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18
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
NORTH
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
18
+
5
0
WT
4
WT4
WT5
X
X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS
12
"
S
S
UD
U
D
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SSSS
S
S
S
S
S
S
S
S
W
W
W W
W W
W
W
WWW
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
S
S
SS
W W
WW
WW
UD
LOT 11
LOT 10
LOT 9
LOT 10
LOT 1
LOT 2LOT 3LOT 4LOT 5LOT 6
LOT 12
LOT 11
LOT 8
LOT 9
LOT 7
TRACT DLOT 3
LOT 8
LOT 10
LOT 9
LOT 7
LOT 1
LOT 2
LOT 4
BLOCK 3
BLOCK 6
LOT 14
LOT 13
LOT 12
BLOCK 2
LOT 6LOT 5
LOT 8
LOT 7
LOT 13
98.50 LF 8" PVC
S00°23'06"W
18
8
.
0
0
L
F
8
"
P
V
C
S0
0
°
2
3
'
0
6
"
W
43.14 LF 8" PVC
S44°36'54"E
243.13 LF 8" PVC
S89°36'54"E
17.12 LF 8" PVC
S89°36'54"E
20.41 LF 8" PVC
N45°23'06"E
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5' SIDEWALK
5' SIDEWALK
UTILITY EASEMENT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
9' UTILITY EASEMENT
UTILITY EASEMENT
15' UTILITY EASEMENT
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
SA
I
N
T
T
H
E
R
E
S
E
S
T
R
E
E
T
SA
I
N
T
J
E
R
O
M
E
S
T
R
E
E
T
MOLLER STREET MOLLER STREET
SAINT GRACE STREET
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
PROPOSED
FOREBAY
PROPOSED
FOREBAY
PROPOSED A
RAIN GARDEN
BIOMEDIA AREA
PROPOSED
FOREBAY
PROPOSED
4' SIDEWALK
CULVERT
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CONCRETE PAN
EXISTING 20'
DRAINAGE EASEMENT
57'
ROW
57'
ROW
30'
-
30'
-
57'
ROW
30'
-
57'
ROW
30'
-
57'
ROW
30'
-STA.=10+04.66
8"X6" TEE w/MJR
1 - 8" GV (W)
1 - 6" GV (N)
1 - FH ASSEMBLY (N)
N:138966.06
E:191618.12
PITT, JEAN
GBP LLC
STA.=10+00.00
8" STUB
RESTRAIN TO TEE (E)
N:138966.09
E:191613.46
STA.=11+54.16
8"X8" TEE w/MJR
2 - 8" GV (S, W)
N:138965.05
E:191767.62
STA.=12+52.66
8"X6" TEE w/MJR
1 - 6" GV (E)
1 - FH ASSEMBLY (E)
N:138866.56
E:191766.96
STA.=14+40.66
45° BEND w/MJR
N:138678.56
E:191765.69
STA.=14+83.80
45° BEND w/MJR
N:138647.86
E:191795.99
STA.=17+26.93
8"X6" TEE w/MJR
1 - 8" GV (W)
1 - 6" GV (S)
1 - FH ASSEMBLY (S)
N:138646.22
E:192039.12
STA.=17+64.47
8"X8" TEE w/MJR
2 - 8" GV (SW, SE)
N:138660.44
E:192070.77
STA.=17+44.06
45° BEND w/MJR
N:138646.11
E:192056.24
ENCASE 20 LF SANITARY IN CONCRETE
PER FORT COLLINS DETAIL WW-6
ENCASE 20 LF SANITARY IN CONCRETE
PER FORT COLLINS DETAIL WW-6
SANITARY LINE A
SEE SHEET SS1
SANITARY LINE A6
SEE SHEET SS3
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN B
SEE SHEET ST2
WATER LINE A
SEE SHEET WT2-WT3
WATER LINE B
SEE SHEET WT4-WT5
4970
4975
4980
4985
4990
4995
5000
5005
5010
4970
4975
4980
4985
4990
4995
5000
5005
5010
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
8" PVC
8" PVC
ST
A
.
1
0
+
0
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.
0
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S
T
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°
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.
=
4
9
8
7
.
0
0
ST
A
.
1
1
+
5
6
.
2
45
°
B
E
N
D
T.
O
.
P
.
=
4
9
8
7
.
6
7
ST
A
.
1
1
+
6
0
.
4
45
°
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E
N
D
T.
O
.
P
.
=
4
9
8
3
.
4
2
ST
A
.
1
1
+
6
7
.
9
45
°
B
E
N
D
T.
O
.
P
.
=
4
9
8
3
.
4
2
ST
A
.
1
1
+
7
1
.
6
45
°
B
E
N
D
T.
O
.
P
.
=
4
9
8
7
.
0
6
ST
A
.
1
0
+
1
2
.
1
45
°
B
E
N
D
T.
O
.
P
.
=
4
9
8
6
.
9
9
ST
A
.
1
4
+
4
1
.
1
0.
0
°
D
E
F
L
E
C
T
I
O
N
T.
O
.
P
.
=
4
9
8
6
.
1
1
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A
.
1
4
+
6
8
.
6
0.
0
°
D
E
F
L
E
C
T
I
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N
T.
O
.
P
.
=
4
9
8
6
.
1
1
ST
A
.
1
7
+
6
4
.
5
8"
X
8
"
T
E
E
2
-
8
"
G
V
(
S
W
,
S
E
)
T.
O
.
P
.
=
4
9
8
5
.
9
0
ST
A
.
1
2
+
5
2
.
6
6
8"
X
6
"
T
E
E
1
-
6
"
G
V
(
E
)
1
-
F
H
A
S
S
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M
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L
Y
(
E
)
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O
.
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.
=
4
9
8
8
.
5
0
ST
A
.
1
4
+
4
0
.
6
6
45
°
B
E
N
D
T.
O
.
P
.
=
4
9
8
6
.
1
1
ST
A
.
1
4
+
8
3
.
8
0
45
°
B
E
N
D
T.
O
.
P
.
=
4
9
8
6
.
1
0
ST
A
.
1
7
+
2
6
.
9
3
8"
X
6
"
T
E
E
1
-
8
"
G
V
(
W
)
1
-
6
"
G
V
(
S
)
1
-
F
H
A
S
S
E
M
B
L
Y
(
S
)
T.
O
.
P
.
=
4
9
8
5
.
9
3
ST
A
.
1
7
+
4
4
.
0
6
45
°
B
E
N
D
T.
O
.
P
.
=
4
9
8
5
.
9
1
ST
A
.
1
0
+
0
4
.
6
6
8"
X
6
"
T
E
E
1
-
8
"
G
V
(
W
)
1
-
6
"
G
V
(
N
)
1
-
F
H
A
S
S
E
M
B
L
Y
(
N
)
T.
O
.
P
.
=
4
9
8
7
.
0
4
ST
A
.
1
1
+
5
4
.
1
6
8"
X
8
"
T
E
E
2
-
8
"
G
V
(
S
,
W
)
T.
O
.
P
.
=
4
9
8
7
.
6
6
155.5' DEF.
ST
A
.
1
1
+
7
4
.
9
3
T.
O
.
P
.
=
4
9
8
7
.
1
7
ST
A
.
1
3
+
3
0
.
4
0
T.
O
.
P
.
=
4
9
8
7
.
6
4
(@ 0.4°)
92.7' DEF.
ST
A
.
1
3
+
4
4
.
6
9
T.
O
.
P
.
=
4
9
8
7
.
2
8
ST
A
.
1
4
+
3
7
.
4
2
T.
O
.
P
.
=
4
9
8
6
.
1
1
(@ 0.3°)
30" RCP STORM
STA.=10+18.08
INV.=4986.79
12" PVC SANITARY
STA.=11+64.16
INV.=4984.95
8" PVC SANITARY
STA.=14+54.80
INV.=4987.63
PROPOSED
GROUND
EXISTING
GROUND
18" MIN.
18" MIN.
18" MIN.
ENCASE 20 LF SANITARY IN CONCRETE
PER FORT COLLINS DETAIL WW-6
ENCASE 20 LF SANITARY IN CONCRETE
PER FORT COLLINS DETAIL WW-6
49
9
1
.
5
6
49
9
1
.
5
0
49
9
1
.
6
1
49
9
1
.
7
3
49
9
1
.
8
6
49
9
1
.
9
8
49
9
2
.
1
1
49
9
2
.
1
1
49
9
2
.
3
0
49
9
2
.
7
2
49
9
3
.
0
1
49
9
3
.
1
6
49
9
3
.
2
2
49
9
3
.
1
9
49
9
3
.
0
8
49
9
2
.
9
5
49
9
2
.
7
6
49
9
2
.
5
8
49
9
2
.
5
2
49
9
2
.
2
2
49
9
2
.
0
1
49
9
1
.
8
2
49
9
1
.
6
4
49
9
1
.
4
8
49
9
1
.
3
6
49
9
1
.
2
3
49
9
1
.
1
1
49
9
0
.
9
6
49
9
0
.
7
8
49
9
0
.
5
6
49
9
0
.
2
9
PROPOSED
GROUND
TOP OF
PIPE
Sheet
WI
L
L
O
X
F
A
R
M
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
i
n
s
t
r
u
m
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n
t
s
of
s
e
r
v
i
c
e
p
r
o
v
i
d
e
d
b
y
N
o
r
t
h
e
r
n
En
g
i
n
e
e
r
i
n
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e
r
v
i
c
e
s
,
I
n
c
.
a
n
d
a
r
e
no
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t
o
b
e
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e
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f
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r
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t
y
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n
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t
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t
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o
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n
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e
s
s
s
i
g
n
e
d
a
n
d
se
a
l
e
d
b
y
a
P
r
o
f
e
s
s
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o
n
a
l
E
n
g
i
n
e
e
r
in
t
h
e
e
m
p
l
o
y
o
f
N
o
r
t
h
e
r
n
En
g
i
n
e
e
r
i
n
g
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e
r
v
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c
e
s
,
I
n
c
.
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
R
E
V
I
E
W
S
E
T
of 60
FO
R
T
C
O
L
L
I
N
S
|
G
R
E
E
L
E
Y
|
M
E
S
A
|
G
O
O
D
Y
E
A
R
|
T
U
C
S
O
N
|
N
O
R
T
H
P
H
O
E
N
I
X
|
F
O
R
T
W
O
R
T
H
no
r
t
h
e
r
n
e
n
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i
n
e
e
r
i
n
g
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
WT6
PL
A
N
&
P
R
O
F
I
L
E
WA
T
E
R
L
I
N
E
C
19
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
WATER LINE C
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
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.
before you dig.Call
R
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 FORT COLLINS UTILITIES, WATER &
WASTE WATER DESIGN CRITERIA MANUAL, LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.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.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
11.PVC - PIPE JOINT DEFLECTION FOR PVC PIPE SHALL NOT EXCEED 1 DEGREE PER
SECTION OF PIPE. BENDING OF THE PIPE IS NOT ALLOWED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
NORTH
WT6
W
W
X
X
X
X
XXXXXXXXXX
X
XX
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
W
W
W
W
W
W
/
/
/
/
/
/
/
/
12
"
S
S
12
"
S
S
12
"
S
S
12
"
S
S
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W W
W
W W
WW
WW
W
W
W
W
S
S
S
IR
BLOCK 4
BLOCK 1
BLOCK 5
TRACT B
DE
TRACT C
DE
LOT 1
LOT 2
LOT 3
LOT 8
LOT 3LOT 2 LOT 4 LOT 5 LOT 6 LOT 7
LOT 1
LOT 6
LOT 1 LOT 2
LOT 3 LOT 4
LOT 5
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5' SIDEWALK
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5' SIDEWALK
9' UTILITY EASEMENT
UT
I
L
I
T
Y
E
A
S
E
M
E
N
T
(W
I
D
T
H
V
A
R
I
E
S
)
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
UT
I
L
I
T
Y
E
A
S
E
M
E
N
T
UT
I
L
I
T
Y
E
A
S
E
M
E
N
T
15
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
WE
S
T
W
I
L
L
O
X
L
A
N
E
6' UTILITY EASEMENT
6' UTILITY EASEMENT
18
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
SAINT THERESE STREET
MO
L
L
E
R
S
T
R
E
E
T
SA
I
N
T
J
O
S
E
P
H
S
T
R
E
E
T
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
EXISTING
NCWA WATERLINE
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(BY OTHERS)
PROPOSED
4' CONCRETE PAN
w/ 7" CURBS
PROPOSED 2'
CONCRETE PAN
57'
ROW
30'
-
57'
ROW
57'
ROW
30'
-
72' ROW
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
KAFKA, AMY PROPOSED
FIRE HYDRANT
57'
ROW
30'
-
65.02 LF 8" PVC
S00°33'38"W104.53 LF 8" PVC
S02°13'27"E
29.70 LF 8" PVC
S00°23'06"W
12 7 .18 L F 8 "P V C
R =2 5 0 5 .0 0 '110.12 LF 8 "P V C
R =2 4 9 5 .0 0 '
STA.=10+00.00
8"X8" TEE w/MJR
2 - 8" GV (S, E)
N:139401.47
E:191761.00
STA.=10+65.02
BEGIN HORIZ.
DEFLECTION
STA.=11+92.20
END HORIZ.
DEFLECTION
STA.=12+96.73
8"X6" TEE w/MJR
1 - 6" GV (W)
1 - FH ASSEMBLY (W)
N:139104.85
E:191766.13
STA.=12+96.73
BEGIN HORIZ.
DEFLECTION
STA.=14+06.85
END HORIZ.
DEFLECTION
STA.=14+36.55
8"X8" TEE w/MJR
2 - 8" GV (S, W)
N:138965.05
E:191767.62
SANITARY LINE A4
SEE SHEET WT2-WT3
SANITARY LINE A7
SEE SHEET SS4
WILLOX STORM DRAIN
SEE SHEET ST3STORM DRAIN A
SEE SHEET ST1
WILLOX WATER LINE
SEE SHEET WT1
WATER LINE B
SEE SHEET WT4-WT5
WATER LINE C
SEE SHEET WT6
SANITARY LINE A7
SEE SHEET SS4
PROPOSED
2" IRRIGATION
METER
4975
4980
4985
4990
4995
5000
5005
5010
5015
4975
4980
4985
4990
4995
5000
5005
5010
5015
9+5010+0011+0012+0013+0014+0014+80
8" PVC
8" PVC
8" PVC
ST
A
.
1
0
+
0
0
.
0
8"
X
8
"
T
E
E
2
-
8
"
G
V
(
S
,
E
)
T.
O
.
P
.
=
4
9
8
7
.
1
8
ST
A
.
1
4
+
3
6
.
6
8"
X
8
"
T
E
E
2
-
8
"
G
V
(
S
,
W
)
T.
O
.
P
.
=
4
9
8
7
.
1
1
ST
A
.
1
2
+
8
2
.
9
0.
3
°
D
E
F
L
E
C
T
I
O
N
T.
O
.
P
.
=
4
9
8
8
.
6
3
ST
A
.
1
0
+
6
5
.
0
2
BE
G
I
N
H
O
R
I
Z
.
D
E
F
L
E
C
T
I
O
N
T.
O
.
P
.
=
4
9
8
7
.
5
1
ST
A
.
1
2
+
9
6
.
7
3
8"
X
6
"
T
E
E
1
-
6
"
G
V
(
W
)
1
-
F
H
A
S
S
E
M
B
L
Y
(
W
)
BE
G
I
N
H
O
R
I
Z
.
D
E
F
L
E
C
T
I
O
N
T.
O
.
P
.
=
4
9
8
8
.
6
3
ST
A
.
1
1
+
9
2
.
2
0
EN
D
H
O
R
I
Z
.
D
E
F
L
E
C
T
I
O
N
T.
O
.
P
.
=
4
9
8
8
.
1
7
ST
A
.
1
4
+
0
6
.
8
5
EN
D
H
O
R
I
Z
.
D
E
F
L
E
C
T
I
O
N
T.
O
.
P
.
=
4
9
8
7
.
7
1
75.0' DEF.
ST
A
.
1
3
+
2
6
.
1
7
T.
O
.
P
.
=
4
9
8
8
.
6
1
ST
A
.
1
4
+
0
1
.
1
7
T.
O
.
P
.
=
4
9
8
7
.
8
3
(@ 0.3°)
PROPOSED
GROUND
EXISTING
GROUND
Sheet
WI
L
L
O
X
F
A
R
M
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
i
n
s
t
r
u
m
e
n
t
s
of
s
e
r
v
i
c
e
p
r
o
v
i
d
e
d
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( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
WATER LINE D
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
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.
before you dig.Call
R
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 FORT COLLINS UTILITIES, WATER &
WASTE WATER DESIGN CRITERIA MANUAL, LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.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.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
11.PVC - PIPE JOINT DEFLECTION FOR PVC PIPE SHALL NOT EXCEED 1 DEGREE PER
SECTION OF PIPE. BENDING OF THE PIPE IS NOT ALLOWED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
NORTH
WT7
4970
4975
4980
4985
4990
4995
5000
5005
5010
4970
4975
4980
4985
4990
4995
5000
5005
5010
9+50 10+00 11+00 12+00 13+00 14+00 15+00
48.78 LF 36" RCP @ 0.20%
FE
S
A
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
8
4
.
7
4
(
N
)
75.57 LF 36" RCP @ 0.20%
ST
M
H
A
1
ST
A
1
0
+
4
8
.
7
8
RI
M
4
9
9
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.
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±
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V
.
I
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9
8
4
.
8
4
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V
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O
U
T
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8
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.
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A
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A
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2
4
.
3
5
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V
.
4
9
8
4
.
9
9
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)
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V
.
4
9
8
6
.
1
6
(
E
)
IN
V
.
4
9
8
4
.
9
9
(
S
)
112.53 LF 36" RCP @ 0.20%
TE
E
A
3
ST
A
1
2
+
3
6
.
8
8
IN
V
.
4
9
8
5
.
2
2
(
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V
.
4
9
8
6
.
4
0
(
E
)
IN
V
.
4
9
8
5
.
2
2
(
S
)
87.14 LF 36" RCP @ 0.20%
31.87 LF
30" RCP
@ 2.65%
ST
M
H
A
4
ST
A
1
3
+
2
4
.
0
2
RI
M
4
9
9
0
.
6
±
IN
V
.
I
N
4
9
8
5
.
9
0
(
N
E
)
IN
V
.
O
U
T
4
9
8
5
.
3
9
(
S
)
30.00 LF
30" RCP
@ 0.20%
IN
L
E
T
A
5
ST
A
1
3
+
5
5
.
8
8
RI
M
4
9
9
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.
2
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V
.
I
N
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9
8
6
.
7
4
(
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V
.
O
U
T
4
9
8
6
.
7
4
(
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W
)
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L
E
T
A
6
ST
A
1
3
+
8
5
.
8
8
RI
M
4
9
9
1
.
2
±
IN
V
.
I
N
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9
8
6
.
8
0
(
N
)
IN
V
.
O
U
T
4
9
8
6
.
8
0
(
S
)
36.45 LF
24" RCP
@ 0.20%
FE
S
A
7
ST
A
1
4
+
2
2
.
3
3
IN
V
.
4
9
8
6
.
8
7
(
S
)
8" PVC WATER
STA.=13+80.89
TOP=4984.72
12" PVC SANITARY
STA.=13+70.88
INV.=4985.25
2.5"
ENCASE 20 LF SANITARY IN CONCRETE
PER FORT COLLINS DETAIL WW-6
PROPOSED
GROUND
EXISTING
GROUND
XXXXXXXXXXX
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXX
12
"
S
S
12
"
S
S
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S
S
12
"
S
S
UD
S
S SSS
S
W W
W W W W W
W
S
S
W
UD UD UD
/ / / / / / / /
LOT 10 LOT 12LOT 11
LOT 8
LOT 13
LOT 9
LOT 7
LOT 1 LOT 2 LOT 3
TRACT B
DE
TRACT A
DE,UE,AE
BLOCK 3
BLOCK 4
57'
ROW
3
0
'
I
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6' UTILITY EASEMENT
6' UTILITY EASEMENT
WATER LINE C
SEE SHEET WT6
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(BY OTHERS)
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(BY OTHERS)
PROPOSED
FOREBAY
PROPOSED
RAIN GARDEN B
BIOMEDIA AREA
4' CONCRETE PAN
w/ 7" CURBS
PROPOSED INLET
(SEE SHEET U2
SMALL PIPE HEADWALL
(SEE DETAIL)
RG B UNDERDRAIN
SEE SHEET U2
INLET A5
STA 13+55.88
N: 138940.97
E: 191631.24
INLET A6
STA 13+85.88
N: 138970.97
E: 191631.60
STMH A4
STA 13+24.02
N: 138912.57
E: 191616.80
STMH A1
STA 10+48.78
N: 138637.35
E: 191613.51
FES A7
STA 14+22.33
N: 139005.68
E: 191620.46
TEE A3
STA 12+36.88
N: 138825.43
E: 191615.76
TEE A2
STA 11+24.35
N: 138712.91
E: 191614.41
FES A
STA 10+00.00
N: 138589.76
E: 191624.21
36.45 LF
24" RCP
@ 0.20%
87.14 LF
36" RCP
@ 0.20%
30.00 LF
30" RCP
@ 0.20%
48.78 LF
36" RCP
@ 0.20%
31.87 LF
30" RCP
@ 2.65%
75.57 LF
36" RCP
@ 0.20%
112.53 LF
36" RCP
@ 0.20%
30'
FL-FL
PROPOSED INLET
(SEE SHEET U2
SANITARY LINE A
SEE SHEET SS1
MO
L
L
E
R
S
T
R
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T
ENCASE 20 LF SANITARY IN CONCRETE
PER FORT COLLINS DETAIL WW-6
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KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
ST1
PL
A
N
&
P
R
O
F
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E
ST
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M
D
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21
STORM
DRAIN A6
PROFILE SCALE:
STORM DRAIN A
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.
before you dig.Call
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY FORT
COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W.
SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.CONCRETE FORBAYS SHALL NOT BE CONSTRUCTED ON RAIN GARDEN BIOMEDIA
SOIL. CONTRACTOR SHALL ENSURE FORBAYS ARE CONSTRUCTED ON COMPACTED
NATIVE SOIL.
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
NORTH
4965
4970
4975
4980
4985
4990
4995
5000
5005
4965
4970
4975
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00
FE
S
B
1
-
A
&
B
1
-
B
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
8
4
.
8
9
(
N
E
)
FE
S
B
2
-
A
&
B
2
-
B
ST
A
1
0
+
4
3
.
1
5
IN
V
.
4
9
8
4
.
9
8
(
S
W
)
43.15 LF
2 - 24" RCP
@ 0.20%
8" PVC WATER
STA.=10+06.28
TOP=4981.87
2.73'
W
T
W
X
X
X
X
X
X
UGE
UG
E
U
G
E
U
G
E
U
G
E
U
G
E
UGE
U
G
E
VAU
L
TELE
C
UD
UD
U
D
U
D
S
S
S
S
W
W W
W
W
LOT 1
LOT 13
LOT 14
TRACT A
DE,UE,AE
BLOCK 3
BLOCK 2
BLOCK 6
PROPOSED
10' CONCRETE TRAIL
PROPOSED
FOREBAY
PROPOSED
RAIN GARDEN A
BIOMEDIA AREA
PROPOSED
FOREBAY
PROPOSED
4' SIDEWALK
CULVERT
SAINT GRACE
STREET
SA
I
N
T
J
E
R
O
M
E
ST
R
E
E
T
FES B1-A
STA 10+00.00
N: 138568.19
E: 192152.85
FES B2-A
STA 10+43.15
N: 138600.33
E: 192181.65
43.15 LF
24" RCP
@ 0.20%
FES B1-B
STA 10+00.00
N: 138565.04
E: 192156.23
43.15 LF 24" RCP @ 0.20%
FES B2-B
STA 10+43.94
N: 138597.18
E: 192185.03
WATER LINE A
SEE SHEET WT3
PROPOSED
4' CONCRETE PAN
w/ 6" CURBS
RG A UNDERDRAIN
SEE SHEET U2
4965
4970
4975
4980
4985
4990
4995
5000
5005
4965
4970
4975
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00
43.09 LF
15" RCP
@ 0.20%
FE
S
C
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
8
2
.
8
9
(
N
E
)
OU
T
L
E
T
C
2
ST
A
1
0
+
4
3
.
0
9
IN
V
.
4
9
8
2
.
9
8
(
E
)
IN
V
.
4
9
8
2
.
9
8
(
S
W
)
FUTURE 15" HDPE IRRIGATION
(BY OTHERS)
STA.=10+12.76
INV.=4980.42
12"
X
X
X
X
X
X
X
X
X
X
X
X
UD
TRACT A
DE,UE,AE
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
30' DRAINAGE EASEMENT
(BY SEPARATE DOCUMENT)
EXISTING 10' UTILITY EASEMENT
CITY OF FORT
COLLINS
IRRIGATION POND
50' NATURAL
FEATURE BUFFER
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(TO BE DESIGNED BY OTHERS)
PROPOSED
OUTLET STRUCTURE
PROPOSED
RAIN GARDEN B
BIOMEDIA AREA
PROPOSED 2'
CONCRETE PAN
SMALL PIPE HEADWALL
(SEE DETAIL)
OUTLET C2
STA 10+43.09
N: 138379.46
E: 191652.57
FES C
STA 10+00.00
N: 138352.89
E: 191618.65
43.09 LF
15" RCP
@ 0.20%
RG A UNDERDRAIN
SEE SHEET U2
DETENTION
POND
EMERGENCY
OVERFLOW
WEIR
Sheet
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97
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.
2
2
1
.
4
1
5
8
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
ST2
PL
A
N
&
P
R
O
F
I
L
E
ST
O
R
M
D
R
A
I
N
S
B
&
C
22
STORM
DRAIN B
PROFILE SCALE:
STORM DRAIN B
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.
before you dig.Call
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY FORT
COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W.
SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.CONCRETE FORBAYS SHALL NOT BE CONSTRUCTED ON RAIN GARDEN BIOMEDIA
SOIL. CONTRACTOR SHALL ENSURE FORBAYS ARE CONSTRUCTED ON COMPACTED
NATIVE SOIL.
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
NORTH
STORM DRAIN C
STORM
DRAIN C
PROFILE SCALE:
4970
4975
4980
4985
4990
4995
5000
5005
5010
4970
4975
4980
4985
4990
4995
5000
5005
5010
9+5010+0011+00
14.09 LF
15" RCP
@ 0.35%
FE
S
W
2
ST
A
1
0
+
4
5
.
7
9
IN
V
.
4
9
8
9
.
9
3
(
E
)
ST
M
H
W
1
ST
A
1
0
+
3
1
.
7
0
RI
M
4
9
9
3
.
0
±
IN
V
.
I
N
4
9
8
9
.
8
8
(
W
)
IN
V
.
O
U
T
4
9
8
9
.
8
8
(
S
)
31.70 LF
15" RCP
@ 0.35%
FE
S
W
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
8
9
.
7
7
(
N
)
PROPOSED
GROUND
EXISTING
GROUND
EXISTING
4" PVC WATER
STA.=10+21.47
TOP=4986.38
MS
W
W
FO FO FO
XXXXXX
/ / / / / / / /
/ /
/
/
/
/
/
/
G
G G
OHU OHU OHU
FO FO FO / / / / / / / // / / / / / / // / / / / / / // / / / / / / /
W W W W W W W WXXXXXXX X
X
X
X
X
X
X
X
X
FO FO FO FO FO
G G G G G
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /FO FO FO FO
OHU OHU
OHU OHU OHU OHU
W W W W W W W W
12" W 12" W 12" W 12" W
UGE UGE UGE UGE UGE
/ / / / / / / /
/ / / / / / / /
TRACT B
DE
EXISTING 30' NCWA
UTILITY EASEMENT
72' ROW
EXISTING 10'
MOUNTAIN STATES
UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
WEST WILLOX LANE
18' UTILITY EASEMENT
WILLOX WATER LINE
SEE SHEET WT1
EXISTING
NCWA WATERLINE
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(BY OTHERS)
PROPOSED
FIRE HYDRANT
±41'
FL- EOP
STMH W1
STA 10+31.70
N: 139617.51
E: 191615.20
FES W2
STA 10+45.79
N: 139617.69
E: 191601.12
FES W
STA 10+00.00
N: 139585.81
E: 191614.83
14.09 LF
15" RCP
@ 0.35%
31.70 LF
15" RCP
@ 0.35%
PROPOSED
4' CONCRETE PAN
w/ 7" CURBS
EXISTING FIBER OPTIC
TO BE RELOCATED
Sheet
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97
0
.
2
2
1
.
4
1
5
8
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
ST3
PL
A
N
&
P
R
O
F
I
L
E
WI
L
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S
T
O
R
M
D
R
A
I
N
23
WILLOX
STORM DRAIN
PROFILE SCALE:
WILLOX STORM DRAIN
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.
before you dig.Call
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY FORT
COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W.
SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.CONCRETE FORBAYS SHALL NOT BE CONSTRUCTED ON RAIN GARDEN BIOMEDIA
SOIL. CONTRACTOR SHALL ENSURE FORBAYS ARE CONSTRUCTED ON COMPACTED
NATIVE SOIL.
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
NORTH
4970
4975
4980
4985
4990
4995
5000
5005
5010
4970
4975
4980
4985
4990
4995
5000
5005
5010
9+5010+0011+0012+0013+0014+0015+0016+00
PROPOSED
GROUND
EXISTING
GROUND
78.04 LF
12" HDPE
@ 0.20%
FE
S
E
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
8
7
.
0
0
(
N
W
)
28.79 LF
12" HDPE
@ 0.20%
BE
N
D
E
1
w
C
O
ST
A
1
0
+
7
8
.
0
4
RI
M
4
9
8
9
.
7
±
IN
V
.
I
N
4
9
8
7
.
1
6
(
W
)
IN
V
.
O
U
T
4
9
8
7
.
1
6
(
S
E
)
BA
S
I
N
E
2
ST
A
1
1
+
0
6
.
8
3
RI
M
4
9
8
9
.
6
±
IN
V
.
I
N
4
9
8
7
.
4
1
(
N
)
IN
V
.
I
N
4
9
8
7
.
2
1
(
W
)
IN
V
.
O
U
T
4
9
8
7
.
2
1
(
E
)
78.68 LF
12" HDPE
@ 0.20%
13.54 LF
12" HDPE
@ 0.20%
BE
N
D
E
3
ST
A
1
1
+
8
5
.
5
2
IN
V
.
4
9
8
7
.
3
7
(
N
W
)
IN
V
.
4
9
8
7
.
3
7
(
E
)
BE
N
D
E
4
w
C
O
ST
A
1
1
+
9
9
.
0
5
RI
M
4
9
8
9
.
8
±
IN
V
.
I
N
4
9
8
7
.
4
0
(
N
)
IN
V
.
O
U
T
4
9
8
7
.
4
0
(
S
E
)
291.93 LF
12" HDPE
@ 0.50%
35.14 LF
12" HDPE
@ 1.20%
BA
S
I
N
E
5
ST
A
1
4
+
9
0
.
9
8
RI
M
4
9
9
3
.
0
±
IN
V
.
I
N
4
9
8
8
.
8
6
(
E
)
IN
V
.
O
U
T
4
9
8
8
.
8
6
(
S
)
FE
S
E
6
ST
A
1
5
+
2
6
.
1
2
IN
V
.
4
9
8
9
.
2
8
(
W
)
12" PVC SANITARY
STA.=10+60.04
INV.=4982.28
EXISTING
4" PVC WATER
STA.=14+81.42
TOP=4985.98
W WWW
S
X
X
X
X
X
X
X
X
X
E
E
E
E
E
E
E E E E E E
W
W
W
W
12" SS 12" SS 12" SS
12"
S
S
12" SS
12" SS
1
2
"
S
S
S
S
S
S
W
W
W
W
W
LOT 1
LOT 9
LOT 5
LOT 4
TRACT A
DE,UE,AE
BLOCK 5
BLOCK 2
EXISTING 6' CITY OF
FORT COLLINS UTILITY EASEMENT
PROPOSED
FIRE HYDRANT
EXISTING
SSMH
PROPOSED 4'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 4'
SIDEWALK CULVERT
78.04 LF
12" HDPE
@ 0.20%
28.79 LF
12" HDPE
@ 0.20%
78.68 LF
12" HDPE
@ 0.20%
13.54 LF
12" HDPE
@ 0.20%
291.93 LF
12" HDPE
@ 0.50%
BEND E4 w CO
STA 11+99.05
N: 139321.91
E: 192075.49
BEND E3
STA 11+85.52
N: 139312.19
E: 192084.92
BASIN E2
STA 11+06.83
N: 139311.17
E: 192163.60
BEND E1 w CO
STA 10+78.04
N: 139310.80
E: 192192.38
FES E
STA 10+00.00
N: 139266.61
E: 192256.71
SANITARY LINE A
SEE SHEET SS1
FES E2-1
INV. OUT=4987.79 (S)10.30 LF
12" HDPE
@ 3.70%
PROPOSED
4' CONCRETE PAN
w/ 6" CURBS
PROPOSED
10' CONCRETE TRAIL
S
ELEC
S
S
T
S
MM
W
W W W W W W W W
W
W
W
FO FO FO FO
/ / / / / / / /
/
/
/
/
/
/
/
/
/ / / / / / / // / / / / / / /
/ / /
/
/
/
/
/
/ / / / / / / // / / / / / / // / / / / / / /
X X
G G G G FO
G
X
FO FO FO FO FO FO
X X X X X X X X
FO FO FO FO
FO
FOGGGGGG
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FO FO FO FO FO
G
E
E
E
E
E
E
W
W
W
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
W W W W W W W W W W W W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
S
W
UGE UGE UGE UGE UGE UGE
/ / / / / / / /
TRACT A
DE,UE,AE
LOT 5
LOT 4
EXISTING 30' NCWA
UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS UTILITY EASEMENT
100' UNION PACIFIC
RAILROAD ROW
18' UTILITY EASEMENT
PROPOSED
10' CONCRETE TRAIL
EXISTING
NCWA WATERLINE
EXISTING EDGE
OF ASPHALT
PROPOSED 2'
CONCRETE PAN
72' ROW ±41'
FL- EOP
WILLOX WATER LINE
SEE SHEET WT1
291.93 LF
12" HDPE
@ 0.50%
35.14 LF
12" HDPE
@ 1.20%FES E6
STA 15+26.12
N: 139616.24
E: 192115.23
BASIN E5
STA 14+90.98
N: 139613.79
E: 192080.18
Sheet
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KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
ST4
PL
A
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P
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24
WILLOX EAST
STORM DRAIN
PROFILE SCALE:
WILLOX EAST STORM DRAIN
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.
before you dig.Call
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY FORT
COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W.
SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.CONCRETE FORBAYS SHALL NOT BE CONSTRUCTED ON RAIN GARDEN BIOMEDIA
SOIL. CONTRACTOR SHALL ENSURE FORBAYS ARE CONSTRUCTED ON COMPACTED
NATIVE SOIL.
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
NORTH
LINE
MATCH STA
13+50
LINE
MATCH STA
13+50
T
T
T
T
XXXX
X
X X X
X X X X
X
X
X
X X X X X X X
X X X X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
/ / / / / / / /
UD
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SAINT JOSEPH STREET
MOLLER STREET
SAINT GRACE STREET
PROPOSED POND
FUTURE CITY OF FORT COLLINS
IRRIGATION PIPE (TO BE
DESIGNED BY OTHERS)
PROPOSED
POND OUTFALL
WEST WILLOX LANE
ACKELSON CONNIE A.
KAFKA, AMY
PITT, JEAN
GBP LLC
PEREZ DANIEL A.
JENSEN GORDON L.
LOT 3LOT 4LOT 5LOT 6
LOT 12
LOT 11
LOT 8
LOT 13
LOT 9
LOT 7
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 7
LOT 1
LOT 8
LOT 10
LOT 9
LOT 7
LOT 6
LOT 1
LOT 2
LOT 4
LOT 5
LOT 8
LOT 7
LOT 5
LOT 4
LOT 11
LOT 10
LOT 9
LOT 10
LOT 1LOT 2
LOT 3
BLOCK 3
BLOCK 6
BLOCK 2
TRACT B
DE
TRACT A
DE,UE,AE
TRACT D
TRACT A
DE,UE,AE
PROPOSED RAIN GARDEN A
BIOMEDIA AREA
A3A3
A1A1
A2A2
LOT 1 LOT 2 LOT 3
LOT 5
LOT 4
LOT 6
LOT 1
LOT 2
LOT 3
LOT 9
LOT 8
LOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 14
LOT 13
LOT 12
LOT 11
LOT 10
LOT 14
LOT 13
LOT 2
TRACT C
DE
BLOCK 1
BLOCK 5
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 20' PRIVATE
DRAINAGE EASEMENT
TO BE CONVERTED TO
PUBLIC EASEMENT
EXISTING 10'
UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 10' MOUNTAIN STATES
UTILITY EASEMENT
EXISTING 30'
NCWA EASEMENT
100' UNION PACIFIC
RAILROAD ROW
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
PROPOSED
SIDEWALK
CHASES
LOT 12
S
A
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T
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T
FUTURE CITY OF FORT COLLINS
IRRIGATION PIPE (TO BE
DESIGNED BY OTHERS)
PROPOSED RAIN GARDEN B
BIOMEDIA AREA
WILLOX STORM DRAIN
SEE SHEET ST3
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN C
SEE SHEET ST2
STORM DRAIN B
SEE SHEET ST2
RG B UNDERDRAIN
SEE SHEET U2
RG A UNDERDRAIN
SEE SHEET U2
WILLOX EAST STORM DRAIN
SEE SHEET ST4
PROPOSED
SIDEWALK
CULVERT
EMERGENCY
OVERFLOW
WEIR
TESTSTA
CONTROL
IRR
CONTROLIRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
X
X
X
X
X
X
X
X
X
C.O.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
/
/
/
/
/
/
/
/
/ / /
/
/
/
/
/
/ /
/
/
/
/
/
/
/ / /
/
/
/
/
/
SOFT GOLD PARK
HICKORY STREET
CITY OF FORT COLLINS
HANSON WILLIAM
A/ MERIAM P
40' ROW
20' UTILITY EASEMENT
50' TEMP CONSTRUCTION EASEMENT
COFC CATHODIC PROTECTION
PROJECT EASEMENT
(WIDTH VARIES)
WOOD
DUCK
POND
CULVERT
SEE SHEET U4
4 - EXISTING 8"
STORM PIPES
EXISTING 30"
STORM DRAIN
Sheet
WI
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25
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
NORTH
( IN FEET )
1 inch = ft.
Feet08080
80
160 240
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
SWALE SECTIONS
PROPOSED ASPHALT REPAVING
PROPOSED CONCRETE REPAVING
SWALE SUMMARY TABLE
SWALE
ID MIN D
MIN
TW
S1
(n:1)BW
S2
(n:1)Q Q*1.33
A1 - A1 0.63 26.41 13.0 2.0 27.0 8.1 10.77
A2 - A2 0.96 22.11 10.7 4.0 16.7 39.0 51.87
A3 - A3 0.78 4.90 144.0 4.0 6.0 7.8 10.37
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.
before you dig.Call
R
MATCH LINE - SEE THIS SHEET
MATCH LINE - SEE THIS SHEET
G1
G2
G3
G4
W WWW
W
T
S
S
M
W
W
T
S
MM
W
M
XXXX
X X
X X X X X X
X X X X X X X
X
X X
X
X
X X X X X X X X X X X X X X
X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
XXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X
X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
SA
I
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T
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E
R
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S
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S
T
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T
MOLLER STREET
SAINT JOSEPH STREET
ACKELSON CONNIE A.
KAFKA, AMY
PEREZ DANIEL A.
A3A3
A1A1
LOT 7
LOT 5
LOT 4
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 7
LOT 1
TRACT B
DE
TRACT A
DE,UE,AE
LOT 1 LOT 2 LOT 3
LOT 5
LOT 4
LOT 8
LOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 9
LOT 14
LOT 13
LOT 12
LOT 11
LOT 10
LOT 1
LOT 2
LOT 3
LOT 6
TRACT C
DE
BLOCK 1
BLOCK 5
EXISTING 30' NCWA
UTILITY EASEMENT
EXISTING 30' NCWA
UTILITY EASEMENT
0
.
5
%
0
.
5
%
PROPOSED 10'
CONCRETE TRAIL
PROPOSED
SIDEWALK CULVERT
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(TO BE DESIGNED BY OTHERS)
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(TO BE DESIGNED BY OTHERS)
PROPOSED
CULVERT
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED
4' CONCRETE PAN
w/ 7" CURBS
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
57'
ROW
57'
ROW
30'
-
30'
-
30'
-
100' UNION PACIFIC
RAILROAD ROW
72' ROW
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
9'
U
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A
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T
9
'
U
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5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5'
S
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K
5'
S
I
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E
W
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5'
S
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5'
S
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A
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K
5' SIDEWALK
5'
S
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E
W
A
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K
9'
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9'
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T
9'
U
T
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T
9' UTILITY EASEMENT
WEST WILLOX LANE
6
'
U
T
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E
A
S
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N
T
6
'
U
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T
6' UTILITY EASEMENT
6'
U
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E
A
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6'
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T
9
'
U
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T
UTILITY EASEMENT
(WIDTH VARIES)
15' UTILITY EASEMENT
15' UTILITY EASEMENT
0.
5
%
94.24
94.32
94.09
93.81
93.54
93.2789.01
92.47
92.7488.81
88.67
93.01
93.2988.56
88.48
93.52
93
.
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4
88.91
92.86
90.17
9
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.
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90.48
90.6792.5391.53
91.31
92.31
90.56
90.26
92.04
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90.64
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89.63
91.38
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90.79
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91.39
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92.4192.84
92.86
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92.80
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2
.
3
7
91.
1
8
91.
3
9
90.
3
2
91.
1
0
89.7
7
87.
4
1
(89.4
6
)
0
.
9
%
2.3%
1.5%
89
.
5
5
90.1
1
90
.
2
2
90.6
8
90.70
91.26
91
.
3
9
93.80
HP
(89
.
9
3
)
0
.
5
%
0.5%
0.5
%
0
.
5
%
0.
5
%
89
.
3
6
89
.
2
5
89
.
2
0
89.0
9
0
.
5
%
0.5
%
89.00 88.89
88
.
6
9
88
.
4
1
87
.
8
5
87.
6
5
WILLOX STORM DRAIN
SEE SHEET ST3
WILLOX EAST STORM DRAIN
SEE SHEET ST3
WILLOX EAST STORM DRAIN
SEE SHEET ST3
T
FG=94.30
TF=94.97
B
FG=93.37
TF=94.04
B
FG=92.92
TF=93.59
B
FG=92.65
TF=93.32
B
FG=92.25
TF=92.92
B
FG=94.00
TF=94.67
B
FG=94.23
TF=94.90
B
FG=94.45
TF=95.12
9
2
.
8
7
B
FG=94.68
TF=95.35
B
FG=94.90
TF=95.57
B
FG=95.03
TF=95.70
B
FG=95.03
TF=95.70
B
FG=94.90
TF=95.57
B
FG=93.55
TF=94.22
B
FG=93.31
TF=93.98
B
FG=92.92
TF=93.59
B
FG=92.69
TF=93.36
B
FG=92.37
TF=93.04
B
FG=92.14
TF=92.81
B
FG=92.12
TF=92.79
B
FG=92.33
TF=93.00
B
FG=92.54
TF=93.21
B
FG=92.81
TF=93.48
B
FG=93.03
TF=93.70
B
FG=93.25
TF=93.92
B
FG=93.48
TF=94.15
B
FG=94.74
TF=95.41
B
FG=94.82
TF=95.49
B
FG=94.82
TF=95.49
B
FG=94.59
TF=95.26
B
FG=94.31
TF=94.98
B
FG=94.04
TF=94.71
PROPOSED
4' CONCRETE PAN
w/ 7" CURBS
PROPOSED
4' CONCRETE PAN
w/ 6" CURBS
0.
5
%
0.
5
%
0.
5
%
PROPOSED 2'
CONCRETE PAN
(89
.
2
7
)
1.5%
1.0%
86.87
(87.7
3
)
STORM DRAIN A
SEE SHEET ST1
88.27
(8
7
.
7
9
)
PROPOSED
SIDEWALK
CULVERT
PROPOSED
SIDEWALK
CULVERT
PROPOSED
SIDEWALK
CHASE
89.
9
6
89.
6
8
93.
0
5
93.
8
5
Sheet
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G1
GR
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A
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26
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
SWALE SECTIONS
PROPOSED ASPHALT REPAVING
PROPOSED CONCRETE REPAVING
SWALE SUMMARY TABLE
SWALE
ID MIN D
MIN
TW
S1
(n:1)BW
S2
(n:1)Q Q*1.33
A1 - A1 0.63 26.41 13.0 2.0 27.0 8.1 10.77
A2 - A2 0.96 22.11 10.7 4.0 16.7 39.0 51.87
A3 - A3 0.78 4.90 144.0 4.0 6.0 7.8 10.37
MATCH LINE - SEE SHEET G2
G1
G2
G3
G4
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.
before you dig.Call
R
W
W
T
W
X
X
X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X
XXX
X
X
X
X
X
X
X
X
X
X
X
UD UD
UD
U
D
U
D
UD
UD
UD
57'
ROW
30'
-
57'
ROW
30'
-
SA
I
N
T
T
H
E
R
E
S
E
S
T
R
E
E
T
SA
I
N
T
J
E
R
O
M
E
S
T
R
E
E
T
MOLLER STREET
SAINT GRACE STREET
PITT, JEAN
GBP LLC PEREZ DANIEL A.
A2A2
LOT 8
LOT 11
LOT 10
LOT 9
LOT 10
LOT 1LOT 2
LOT 3LOT 4LOT 5
LOT 6
LOT 12
LOT 11
LOT 8
LOT 13
LOT 9
LOT 7
LOT 3 LOT 8
LOT 10
LOT 9
LOT 7
LOT 6
LOT 1
LOT 2
LOT 4
LOT 5
TRACT A
DE,UE,AE
TRACT D
BLOCK 6
LOT 14
LOT 13
LOT 12
0.
5
%
0.
5
%
PROPOSED 2'
SIDEWALK CHASE
PROPOSED
SIDEWALK
CULVERT
PROPOSED RAIN GARDEN
UNDER DRAIN
PROPOSED 10'
CONCRETE TRAIL
PROPOSED 10'
CONCRETE TRAIL
PROPOSED POND
OUTLET STRUCTURE
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(TO BE DESIGNED BY OTHERS)
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(TO BE DESIGNED BY OTHERS)
PROPOSED 2'
CONCRETE PAN
EXISTING 20'
DRAINAGE EASEMENT
EXISTING 10'
UTILITY EASEMENT
57'
ROW 57'
ROW
30'
-
30'
-
57'
ROW
30'
-
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
9' UTILITY EASEMENT
9' UTILITY EASEMENT
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5' SIDEWALK
PROPOSED DETENTION POND
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6' UTILITY EASEMENT
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
15' UTILITY EASEMENT15' UTILITY EASEMENT
DOG PARK
5'
S
I
D
E
W
A
L
K
PROPOSED
FOREBAY
PROPOSED
FOREBAY
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
STORM DRAIN
30' DRAINAGE
EASEMENT
91.69
92.0792.3592.60
92.87
93.05
93.21
93.
3
8
93.76
94.17
94.34
94.21
93.56
90.69 92.76
93.41
89.67
89.19
93.54
93.37
90
.
1
8
89.66
92.96
92.86
92
.
5
8
92.
4
1
89.
5
2
89.43
89.33
9
2
.
2
5
92.
0
7
9
2
.
1
8
9
2
.
1
0
92.
0
3 91.88
91.35
90.99
90.89
88.27
88.2788.8089.05
89.30
91.80
91.55
88.27
90.19
90.63
90.74
9
0
.
5
3
88.
2
6
9
0
.
9
8
91.97
88.
7
6
8
8
.
9
1
92.23
91.30
9
1
.
5
8
9
2
.
5
8
89.52
91.8
0
92.80 89.71
89.9093.0392.03
92.13 9
3
.
0
0
90.09
90.2892.9891.98
92
.
1
3
92
.
0
4
93
.
3
4
92.4
4
92.38
92
.
4
6
93.1
8
91
.
8
1
9
2
.
2
0
92
.
9
9
91.5
9
91
.
3
3
92
.
7
3
91
.
9
5
92.4
4
91
.
6
9
91
.
0
8
91.02
92
.
3
5
92.82
9
2
.
8
5
9
1
.
8
4
9
2
.
0
7
92
.
2
9
9
4
.
2
5
9
3
.
4
5
9
3
.
1
9
9
3
.
5
4
9
4
.
3
4
92.52
92.7494.1793.37
9
2
.
8
0
93.56
9
2
.
9
7
9
1
.
9
7
91.27
9
2
.
2
5
H
P
0.
5
%
91.27
91.07
91.43
92.37
92
.
8
1
92.1
9
91.06
93.29
88.17
85
.
7
4
86.24
0
.
5
%
0.5%
85.89
86.39
8
4
.
8
9
84.
8
9
8
4
.
9
9
82.
9
6
0.
5
%
8
5
.
0
7
85.28
86.82
8
7
.
2
2
8
6
.
9
0
86.38
86.53
87.32
8
5
.
2
4
84.84
82.
8
9
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN C
SEE SHEET ST2
STORM DRAIN B
SEE SHEET ST2
B
FG=93.50
TF=94.17
B
FG=93.50
TF=94.17
B
FG=93.53
TF=94.20
B
FG=93.30
TF=93.97
B
FG=93.08
TF=93.75
B
FG=92.73
TF=93.40
B
FG=92.47
TF=93.14
B
FG=92.19
TF=92.86
B
FG=92.57
TF=93.24
B
FG=92.85
TF=93.52
B
FG=93.10
TF=93.77
B
FG=93.37
TF=94.04
B
FG=93.55
TF=94.22
B
FG=93.71
TF=94.38
B
FG=93.88
TF=94.55
B
FG=94.26
TF=94.93
B
FG=94.67
TF=95.34
B
FG=94.84
TF=95.51
B
FG=94.84
TF=95.51
B
FG=94.71
TF=95.38
B
FG=94.67
TF=95.34
B
FG=94.84
TF=95.51
B
FG=94.84
TF=95.51
B
FG=94.75
TF=95.42
B
FG=94.49
TF=95.16
B
FG=93.23
TF=93.90
B
FG=93.49
TF=94.16
B
FG=93.68
TF=94.35
B
FG=93.84
TF=94.51
B
FG=93.86
TF=94.53
93.36
PROPOSED
4' CONCRETE PAN
w/ 6" CURBS
PROPOSED
RAIN GARDEN A
BIOMEDIA AREA
PROPOSED
RAIN GARDEN B
BIOMEDIA AREA
EMERGENCY
OVERFLOW
WEIR
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
9
0
.
0
0
89.62
8
8
.
9
0
8
9
.
9
7
88.41
84.74
87.25
8
3
.
3
5
85.74
83.67
87.28
87
.
2
0
86.20
8
6
.
2
0
8
6
.
2
0
87.2
0
8
2
.
9
9
85.31
84.58
84.74
8
4
.
7
4
8
6
.
2
4
85.16
8
5
.
2
6
8
5
.
0
2
8
5
.
5
6
84.9
1
8
5
.
9
2
86.39
84.81
84.74
87.52
88.19
8
6
.
7
6
PROPOSED
LANDSCAPE WALL
PROPOSED
LANDSCAPE
WALL
84
.
9
1
84
.
8
9
84
.
9
1
85.
0
2
85.
2
3
86
.
0
8
0.5%0.5%
0.5
%
87
.
2
8
87.20
85.98
85.
1
9
84.50
83.64
85.80
86.39
86.04
85.99
94.00
(82.67)
Sheet
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G2
GR
A
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27
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
SWALE SECTIONS
PROPOSED ASPHALT REPAVING
PROPOSED CONCRETE REPAVING
SWALE SUMMARY TABLE
SWALE
ID MIN D
MIN
TW
S1
(n:1)BW
S2
(n:1)Q Q*1.33
A1 - A1 0.63 26.41 13.0 2.0 27.0 8.1 10.77
A2 - A2 0.96 22.11 10.7 4.0 16.7 39.0 51.87
A3 - A3 0.78 4.90 144.0 4.0 6.0 7.8 10.37
MATCH LINE - SEE SHEET G3
MATCH LINE - SEE SHEET G1
G1
G2
G3
G4
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.
before you dig.Call
R
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
JE
N
S
E
N
G
O
R
D
O
N
L
.
CITY OF FORT COLLINS
PEREZ DANIEL A.
133' OF PROPOSED
DOG PARK FENCE
PROPOSED 10'
CONCRETE TRAIL
50' NHBZ
40' UTILITY
EASEMENT
PROPOSED 12'
CONCRETE TRAIL
SOFT GOLD PARK
CITY OF FORT COLLINS
IRRIGATION POND
PROPOSED 12'
CONCRETE TRAIL
PROPOSED
CONCRETE TRAIL
(WIDTH VARIES)
84.18
83
.
8
0
(84
.
3
3
)
83.85
82.78
81.88
80.17
Sheet
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G3
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28
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
SWALE SECTIONS
PROPOSED ASPHALT REPAVING
PROPOSED CONCRETE REPAVING
SWALE SUMMARY TABLE
SWALE
ID MIN D
MIN
TW
S1
(n:1)BW
S2
(n:1)Q Q*1.33
A1 - A1 0.63 26.41 13.0 2.0 27.0 8.1 10.77
A2 - A2 0.96 22.11 10.7 4.0 16.7 39.0 51.87
A3 - A3 0.78 4.90 144.0 4.0 6.0 7.8 10.37
MATCH LINE - SEE SHEET G4
MATCH LINE - SEE SHEET G2
G1
G2
G3
G4
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.
before you dig.Call
R
TESTSTA
X
X
X
B M
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
XX
XXXX
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ / / /
/
/
/
/
/ / / / /
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ / /
/
/
/
/
/
/ / / / / /
/
/
CITY OF FORT COLLINS
CITY OF FORT COLLINS
PEREZ DANIEL A.
HANSON WILLIAM
A/ MERIAM P
PROPOSED 12'
CONCRETE TRAIL
40' ROW
EXISTING 20' UTILITY EASEMENT
EXISTING 50' TEMP CONSTRUCTION EASEMENT
COFC CATHODIC PROTECTION
PROJECT EASEMENT
(WIDTH VARIES)
UTILITY EASEMENT
(WIDTH VARIES)
HICKORY STREET
BASKETBALL COURTS
EXISTING
PLAYGROUND
BASEBALL DIAMOND
SOFT GOLD PARK
WOOD
DUCK
POND
REMOVABLE
BOLLARDS
CULVERT
SEE SHEET U3
EXISTING 30"
STORM DRAIN
EXISTING 4-8" PVC
STORM DRAIN
B80.37
B
8
0
.
2
6
B
(78.93)
B
(7
8
.
7
6
)
B81.00
B(77.73)
B(78.37)
B(79.27)
B(80.02)
B
(79
.
3
6
)
B(78.16)
B(78.56)
Sheet
WI
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.
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G4
GR
A
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I
N
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P
L
A
N
29
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
SWALE SECTIONS
PROPOSED ASPHALT REPAVING
PROPOSED CONCRETE REPAVING
SWALE SUMMARY TABLE
SWALE
ID MIN D
MIN
TW
S1
(n:1)BW
S2
(n:1)Q Q*1.33
A1 - A1 0.63 26.41 13.0 2.0 27.0 8.1 10.77
A2 - A2 0.96 22.11 10.7 4.0 16.7 39.0 51.87
A3 - A3 0.78 4.90 144.0 4.0 6.0 7.8 10.37
MATCH LINE - SEE SHEET G3
G1
G2
G3
G4
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.
before you dig.Call
R
X
X
X
X
X
X
X
X
X
W
W
W
W
W
SAINT THERESE STREET
30'
FL-FL
5 ' SIDEWALK
5 ' SIDEWALK
5 ' SIDEWALK
SAINT JOSEPH STREET
(SEE SHEET R4)
WEST WILLOX LANE
(SEE SHEET R7-R10)
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
TRACT B
TRACT A
DE,UE,AE
LOT 3LOT 4LOT 5
LOT 7
LOT 6
PROPOSED 10'
CONCRETE PAN
PROPOSED DRIVEOVER
CURB & GUTTER
57' ROW
STA. = 12+40.94
(SAINT THERESE ST)
STA. = 10+00.00
(SAINT JOSEPH STREET)
R25'R25'
LOT 1
LOT 8 LOT 4LOT 5LOT 6
LOT 2
BLOCK 1
BLOCK 5
LOT 3
TRACT B
DE
10' CROSS PAN
STA. = 10+00.00
(SAINT THERESE ST)
STA. = 21+58.53
(WEST WILLOX LANE)
STOP SIGN
STOP SIGN
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00 12+00 13+00 14+00 15+00
49
9
2
.
4
7
49
9
3
.
0
1
49
9
2
.
4
5
49
9
2
.
0
5
49
9
2
.
6
4
49
9
1
.
9
1
49
9
2
.
2
6
49
9
2
.
7
3
49
9
3
.
1
2
49
9
3
.
0
5
49
9
2
.
8
2
49
9
2
.
0
4
49
9
1
.
5
7
49
9
1
.
6
8
49
9
2
.
2
6
49
9
2
.
3
9
49
9
2
.
5
1
49
9
2
.
7
6
49
9
2
.
8
9
49
9
3
.
0
1
-2.21%2.00%
-1.50%0.50%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
9
2
.
4
7
PV
I
S
T
A
=
1
0
+
2
9
.
0
0
PV
I
E
L
E
V
=
4
9
9
1
.
7
7
PV
I
S
T
A
=
1
2
+
5
9
.
6
9
PV
I
E
L
E
V
=
4
9
9
1
.
3
7
50.0' VC
PVI STA = 10+84.00
PVI ELEV = 4992.94
BV
C
S
:
1
0
+
5
9
BV
C
E
:
4
9
9
2
.
4
4
EV
C
S
:
1
1
+
0
9
EV
C
E
:
4
9
9
3
.
0
7
A.D. = 1.50
K = 33.33
60.0' VC
PVI STA = 12+24.69
PVI ELEV = 4992.08
BV
C
S
:
1
1
+
9
4
.
6
9
BV
C
E
:
4
9
9
2
.
5
3
EV
C
S
:
1
2
+
5
4
.
6
9
EV
C
E
:
4
9
9
1
.
4
8
A.D. = 0.52
K = 116.27
60.0' VC
PVI STA = 12+94.69
PVI ELEV = 4992.11
BV
C
S
:
1
2
+
6
4
.
6
9
BV
C
E
:
4
9
9
1
.
4
8
EV
C
S
:
1
3
+
2
4
.
6
9
EV
C
E
:
4
9
9
2
.
2
6
A.D. = 1.60
K = 37.51
75.0' VC
HP ELEV = 4993.12
HP STA = 11+27.75
PVI STA = 11+46.50
PVI ELEV = 4993.26
BV
C
S
:
1
1
+
0
9
BV
C
E
:
4
9
9
3
.
0
7
EV
C
S
:
1
1
+
8
4
EV
C
E
:
4
9
9
2
.
6
9
A.D. = 2.00
K = 37.50
PROPOSED
GRADE
EXISTING GROUND
PROPOSED
GRADE
EXISTING
GROUND
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00 12+00 13+00 14+00 15+00
49
9
2
.
0
5
49
9
2
.
3
1
49
9
2
.
5
6
49
9
2
.
7
0
49
9
2
.
6
3
49
9
2
.
4
0
49
9
2
.
0
4
49
9
1
.
7
1
49
9
1
.
3
9
49
9
1
.
4
4
49
9
1
.
7
2
49
9
1
.
8
4
49
9
1
.
9
7
49
9
2
.
0
9
49
9
2
.
2
2
49
9
2
.
3
5
49
9
2
.
4
7
49
9
2
.
6
0
PROPOSED
GRADE
EXISTING
GROUND
-1.50%
-1.25%0.50%0.50%0.50%
1.67%
1.50%
1.00%
1.00%
0.50%
PV
I
S
T
A
=
1
0
+
2
9
.
0
1
PV
I
E
L
E
V
=
4
9
9
1
.
7
0
PV
I
S
T
A
=
1
2
+
0
6
.
7
0
PV
I
E
L
E
V
=
4
9
9
1
.
9
4
PV
I
S
T
A
=
1
2
+
5
9
.
7
9
PV
I
E
L
E
V
=
4
9
9
1
.
2
2
PV
I
S
T
A
=
1
3
+
2
4
.
6
9
PV
I
E
L
E
V
=
4
9
9
1
.
8
4
PV
I
S
T
A
=
1
4
+
3
7
.
1
2
PV
I
E
L
E
V
=
4
9
9
2
.
4
1
PV
I
S
T
A
=
1
0
+
5
1
.
0
3
PV
I
E
L
E
V
=
4
9
9
2
.
0
7
PV
I
S
T
A
=
1
2
+
8
0
.
9
7
PV
I
E
L
E
V
=
4
9
9
1
.
5
3
PV
I
S
T
A
=
1
1
+
0
9
.
0
5
PV
I
E
L
E
V
=
4
9
9
2
.
6
5
PV
I
S
T
A
=
1
2
+
9
8
.
8
8
PV
I
E
L
E
V
=
4
9
9
1
.
7
1
PV
I
S
T
A
=
1
3
+
1
0
.
9
6
PV
I
E
L
E
V
=
4
9
9
1
.
7
7
75.0' VC
HP ELEV = 4992.70
HP STA = 11+27.78
PVI STA = 11+46.55
PVI ELEV = 4992.84
BV
C
S
:
1
1
+
0
9
.
0
5
BV
C
E
:
4
9
9
2
.
6
5
EV
C
S
:
1
1
+
8
4
.
0
5
EV
C
E
:
4
9
9
2
.
2
8
A.D. = 2.00
K = 37.47
PROPOSED
GRADE
EXISTING
GROUND
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00 12+00 13+00 14+00 15+00
49
9
2
.
0
6
49
9
2
.
3
1
49
9
2
.
5
6
49
9
2
.
7
0
49
9
2
.
6
3
49
9
2
.
4
0
49
9
2
.
0
6
49
9
1
.
8
1
49
9
1
.
5
6
49
9
1
.
5
9
49
9
1
.
7
2
49
9
1
.
8
4
49
9
1
.
9
7
49
9
2
.
0
9
49
9
2
.
2
1
49
9
2
.
3
4
49
9
2
.
4
6
49
9
2
.
5
9
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
1.00%-0.50%0.50%
0.50%1.00%-1.50%-1.00%
0.50%
PV
I
S
T
A
=
1
0
+
2
9
.
0
1
PV
I
E
L
E
V
=
4
9
9
1
.
8
5
PV
I
S
T
A
=
1
0
+
5
0
.
9
9
PV
I
E
L
E
V
=
4
9
9
2
.
0
7
PV
I
S
T
A
=
1
1
+
0
9
.
0
2
PV
I
E
L
E
V
=
4
9
9
2
.
6
5
PV
I
S
T
A
=
1
1
+
9
4
.
8
0
PV
I
E
L
E
V
=
4
9
9
2
.
1
1
PV
I
S
T
A
=
1
2
+
4
9
.
6
6
PV
I
E
L
E
V
=
4
9
9
1
.
5
7
PV
I
S
T
A
=
1
2
+
5
9
.
7
9
PV
I
E
L
E
V
=
4
9
9
1
.
5
2
PV
I
S
T
A
=
1
3
+
2
4
.
8
9
PV
I
E
L
E
V
=
4
9
9
1
.
8
4
PV
I
S
T
A
=
1
4
+
3
8
.
6
7
PV
I
E
L
E
V
=
4
9
9
2
.
4
1
75.0' VC
HP ELEV = 4992.70
HP STA = 11+27.77
PVI STA = 11+46.52
PVI ELEV = 4992.84
BV
C
S
:
1
1
+
0
9
.
0
2
BV
C
E
:
4
9
9
2
.
6
5
EV
C
S
:
1
1
+
8
4
.
0
2
EV
C
E
:
4
9
9
2
.
2
8
A.D. = 2.00
K = 37.50
Sheet
WI
L
L
O
X
F
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e
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I
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of 60
FO
R
T
C
O
L
L
I
N
S
|
G
R
E
E
L
E
Y
|
M
E
S
A
|
G
O
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Y
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A
R
|
T
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|
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T
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c
o
m
97
0
.
2
2
1
.
4
1
5
8
R1
PL
A
N
&
P
R
O
F
I
L
E
SA
I
N
T
T
H
E
R
E
S
E
S
T
R
E
E
T
30
NORTH
CENTERLINE
SAINT THERESE STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
SAINT THERESE STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
SAINT THERESE STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS
(LCUASS).
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
EASEMENT EDGE OF ASPHALT
L
I
N
E
M
A
T
C
H
S
T
A
15
+
0
0
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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.
before you dig.Call
R
KEYMAP
T
WEST WILLOX LANE
SOFT
GOLD PARK
R1
R2
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
15
+
0
0
R2
SAINT THERESE STREET
STA. = 16+92.28
(SAINT THERESE ST)
STA. = 11+59.16
(MOLLER STREET)
30'
FL-FL 57' ROW57' ROW 30'
FL-FL
5 ' SIDEWALK
5 ' SIDEWALK
5 ' SIDEWALK
5 ' SIDEWALK
MOLLER STREET
(SEE SHEET R6)
SAINT GRACE STREET
(SEE SHEET R3)
STA. = 19+01.98
(SAINT THERESE ST)
STA. = 10+00.00
(SAINT GRACE STREET)
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LOT 1LOT 2LOT 3
LOT 1
LOT 10LOT 12 LOT 11
LOT 8
LOT 13
LOT 9
LOT 3
LOT 1LOT 2
LOT 4LOT 5
BLOCK 4
BLOCK 5
BLOCK 3
BLOCK 6
PROPOSED DRIVEOVER
CURB & GUTTER
LOT 4 LOT 3 LOT 2
R25'R25'
R25'R25'
6' CONCRETE PAN
STOP SIGN
STOP SIGN
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
15+00 16+00 17+00 18+00 19+00 20+00 20+50
49
9
3
.
1
8
49
9
2
.
2
1
49
9
3
.
2
6
49
9
3
.
0
8
49
9
3
.
2
6
49
9
3
.
3
1
49
9
3
.
2
9
49
9
2
.
9
4
49
9
2
.
5
2
49
9
1
.
9
8
49
9
2
.
3
2
49
9
2
.
8
0
49
9
3
.
1
1
49
9
3
.
3
2
49
9
3
.
3
1
49
9
3
.
2
1
PROPOSED GRADE
EXISTING GROUND
PROPOSED
GRADE
EXISTING
GROUND
2.20%-2.20%-2.00%2.00%
0.50%-0.50%-0.50%0.50%
PV
I
S
T
A
=
1
6
+
9
2
.
4
6
PV
I
E
L
E
V
=
4
9
9
2
.
3
7
PV
I
S
T
A
=
1
6
+
7
5
.
6
3
PV
I
E
L
E
V
=
4
9
9
1
.
9
5
PV
I
S
T
A
=
1
7
+
0
9
.
3
0
PV
I
E
L
E
V
=
4
9
9
1
.
9
5
PV
I
S
T
A
=
1
9
+
0
1
.
9
8
PV
I
E
L
E
V
=
4
9
9
3
.
0
7
50.0' VC
PVI STA = 16+22.63
PVI ELEV = 4993.07
BV
C
S
:
1
5
+
9
7
.
6
3
BV
C
E
:
4
9
9
3
.
1
9
EV
C
S
:
1
6
+
4
7
.
6
3
EV
C
E
:
4
9
9
2
.
5
7
A.D. = 1.50
K = 33.33
50.0' VC
PVI STA = 17+62.30
PVI ELEV = 4993.07
BV
C
S
:
1
7
+
3
7
.
3
0
BV
C
E
:
4
9
9
2
.
5
7
EV
C
S
:
1
7
+
8
7
.
3
0
EV
C
E
:
4
9
9
3
.
1
9
A.D. = 1.50
K = 33.33
75.0' VC
HP ELEV = 4993.33
HP STA = 18+32.62
PVI STA = 18+32.62
PVI ELEV = 4993.42
BV
C
S
:
1
7
+
9
5
.
1
2
BV
C
E
:
4
9
9
3
.
2
3
EV
C
S
:
1
8
+
7
0
.
1
2
EV
C
E
:
4
9
9
3
.
2
3
A.D. = 1.00
K = 75.00
75.0' VC
HP ELEV = 4993.32
HP STA = 15+54.57
PVI STA = 15+54.57
PVI ELEV = 4993.41
BV
C
S
:
1
5
+
1
7
.
0
7
BV
C
E
:
4
9
9
3
.
2
2
EV
C
S
:
1
5
+
9
2
.
0
7
EV
C
E
:
4
9
9
3
.
2
2
A.D. = 1.00
K = 75.00
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
15+00 16+00 17+00 18+00 19+00 19+50
49
9
3
.
1
8
49
9
2
.
2
1
49
9
3
.
2
6
49
9
3
.
0
8
49
9
3
.
2
6
49
9
3
.
3
1
49
9
3
.
2
9
49
9
2
.
9
4
49
9
2
.
5
2
49
9
1
.
9
8
49
9
2
.
3
2
49
9
2
.
8
0
49
9
3
.
1
1
49
9
3
.
3
2
49
9
3
.
3
1
49
9
3
.
2
1
PROPOSED
GRADE
EXISTING
GROUND
2.20%-2.20%-2.00%2.00%
0.50%-0.50%-0.50%0.50%
PV
I
S
T
A
=
1
6
+
9
2
.
4
6
PV
I
E
L
E
V
=
4
9
9
2
.
3
7
PV
I
S
T
A
=
1
6
+
7
5
.
6
3
PV
I
E
L
E
V
=
4
9
9
1
.
9
5
PV
I
S
T
A
=
1
7
+
0
9
.
3
0
PV
I
E
L
E
V
=
4
9
9
1
.
9
5
PV
I
S
T
A
=
1
9
+
0
1
.
9
8
PV
I
E
L
E
V
=
4
9
9
3
.
0
7
50.0' VC
PVI STA = 16+22.63
PVI ELEV = 4993.07
BV
C
S
:
1
5
+
9
7
.
6
3
BV
C
E
:
4
9
9
3
.
1
9
EV
C
S
:
1
6
+
4
7
.
6
3
EV
C
E
:
4
9
9
2
.
5
7
A.D. = 1.50
K = 33.33
50.0' VC
PVI STA = 17+62.30
PVI ELEV = 4993.07
BV
C
S
:
1
7
+
3
7
.
3
0
BV
C
E
:
4
9
9
2
.
5
7
EV
C
S
:
1
7
+
8
7
.
3
0
EV
C
E
:
4
9
9
3
.
1
9
A.D. = 1.50
K = 33.33
75.0' VC
HP ELEV = 4993.33
HP STA = 18+32.62
PVI STA = 18+32.62
PVI ELEV = 4993.42
BV
C
S
:
1
7
+
9
5
.
1
2
BV
C
E
:
4
9
9
3
.
2
3
EV
C
S
:
1
8
+
7
0
.
1
2
EV
C
E
:
4
9
9
3
.
2
3
A.D. = 1.00
K = 75.00
75.0' VC
HP ELEV = 4993.32
HP STA = 15+54.57
PVI STA = 15+54.57
PVI ELEV = 4993.41
BV
C
S
:
1
5
+
1
7
.
0
7
BV
C
E
:
4
9
9
3
.
2
2
EV
C
S
:
1
5
+
9
2
.
0
7
EV
C
E
:
4
9
9
3
.
2
2
A.D. = 1.00
K = 75.00
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
15+00 16+00 17+00 18+00 19+00 19+50
49
8
8
.
1
7
49
8
7
.
8
0
49
8
7
.
6
0
49
8
7
.
4
5
49
8
7
.
2
1
49
8
7
.
0
4
49
8
7
.
1
1
49
8
6
.
6
5
49
8
6
.
5
4
49
8
6
.
4
5
49
8
6
.
4
2
49
8
6
.
3
0
49
8
6
.
3
7
49
8
6
.
6
3
49
8
6
.
4
0
49
8
6
.
3
8
1.49%
1.00%0.50%-0.50%
-2.20%2.20%-1.52%
-0.50%-1.00%0.50%
PV
I
S
T
A
=
1
7
+
3
2
.
5
6
PV
I
E
L
E
V
=
4
9
9
2
.
2
3
PV
I
S
T
A
=
1
7
+
8
7
.
4
2
PV
I
E
L
E
V
=
4
9
9
2
.
7
7
PV
I
S
T
A
=
1
9
+
0
2
.
0
8
PV
I
E
L
E
V
=
4
9
9
2
.
6
5
PV
I
S
T
A
=
1
7
+
0
9
.
4
0
PV
I
E
L
E
V
=
4
9
9
1
.
8
8
PV
I
S
T
A
=
1
6
+
9
2
.
5
6
PV
I
E
L
E
V
=
4
9
9
2
.
3
0
PV
I
S
T
A
=
1
6
+
7
5
.
7
3
PV
I
E
L
E
V
=
4
9
9
1
.
8
8
PV
I
S
T
A
=
1
5
+
9
8
.
0
6
PV
I
E
L
E
V
=
4
9
9
2
.
7
7
PV
I
S
T
A
=
1
6
+
5
2
.
5
6
PV
I
E
L
E
V
=
4
9
9
2
.
2
3
74.7' VC
HP ELEV = 4992.90
HP STA = 15+55.17
PVI STA = 15+55.26
PVI ELEV = 4992.99
BV
C
S
:
1
5
+
1
7
.
9
2
BV
C
E
:
4
9
9
2
.
8
0
EV
C
S
:
1
5
+
9
2
.
6
0
EV
C
E
:
4
9
9
2
.
8
0
A.D. = 1.00
K = 74.43
75.0' VC
HP ELEV = 4992.91
HP STA = 18+32.72
PVI STA = 18+32.72
PVI ELEV = 4993.00
BV
C
S
:
1
7
+
9
5
.
2
2
BV
C
E
:
4
9
9
2
.
8
1
EV
C
S
:
1
8
+
7
0
.
2
2
EV
C
E
:
4
9
9
2
.
8
1
A.D. = 1.00
K = 75.00
Sheet
WI
L
L
O
X
F
A
R
M
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e
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d
r
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S
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C
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I
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R
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V
I
E
W
S
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T
of 60
FO
R
T
C
O
L
L
I
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S
|
G
R
E
E
L
E
Y
|
M
E
S
A
|
G
O
O
D
Y
E
A
R
|
T
U
C
S
O
N
|
N
O
R
T
H
P
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N
I
X
|
F
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T
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g
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c
o
m
97
0
.
2
2
1
.
4
1
5
8
R2
PL
A
N
&
P
R
O
F
I
L
E
SA
I
N
T
T
H
E
R
E
S
E
S
T
R
E
E
T
31
NORTH
CENTERLINE
SAINT THERESE STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
SAINT THERESE STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
SAINT THERESE STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS
(LCUASS).
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
EASEMENT EDGE OF ASPHALT
L
I
N
E
M
A
T
C
H
S
T
A
15
+
0
0
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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.
before you dig.Call
R
KEYMAP
T
WEST WILLOX LANE
SOFT
GOLD PARK
R1
R2
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
15
+
0
0
R1
U
D
UD
STA. = 10+00.00
(SAINT GRACE STREET)
STA. = 19+01.98
(SAINT THERESE ST)
30'
-
57'
ROW
5' SIDEWALK
5' SIDEWALK
PROPOSED 4'
SIDEWALK CULVERT
15' UTILITY EASEMENT
9' UTILITY EASEMENT
SAINT GRACE STREET
SAINT THERESE STREET
(SEE SHEET R2)
SAINT JEROME STREET
(SEE SHEET R5)
PROPOSED 10'
CONCRETE PAN
PROPOSED
SIDEWALK CHASE
LOT 10
LOT 9
LOT 1
LOT 2LOT 10
LOT 1
LOT 2LOT 3LOT 4
LOT 5LOT 6
LOT 8
LOT 9
LOT 7
BLOCK 6
BLOCK 3 TRACT A
DE,UE,AE
TRACT D
PROPOSED DRIVEOVER
CURB & GUTTER
STA. = 14+81.90
(SAINT GRACE STREET)
STA. = 18+74.87
(SAINT JEROME STREET)
REMOVABLE
BOLLARDS
LOT 14
LOT 13
LOT 12
BLOCK 2
R25'
R25'
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50
49
9
3
.
0
7
49
9
2
.
8
9
49
9
2
.
7
0
49
9
2
.
5
1
49
9
2
.
3
2
49
9
2
.
1
4
49
9
1
.
9
5
49
9
1
.
7
6
49
9
1
.
6
0
49
9
1
.
4
8
49
9
1
.
3
5
49
9
1
.
2
3
49
9
1
.
0
9
49
9
0
.
8
8
49
9
0
.
6
1
49
9
0
.
3
0
49
9
0
.
4
4
49
9
0
.
7
3
49
9
0
.
9
7
49
9
1
.
1
6
-0.75%
-0.50%-0.75%0.75%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
9
3
.
0
7
PV
I
S
T
A
=
1
1
+
8
7
.
8
0
PV
I
E
L
E
V
=
4
9
9
1
.
6
7
PV
I
S
T
A
=
1
2
+
9
4
.
0
2
PV
I
E
L
E
V
=
4
9
9
1
.
1
3
PV
I
S
T
A
=
1
3
+
8
2
.
1
5
PV
I
E
L
E
V
=
4
9
9
0
.
1
5
PV
I
S
T
A
=
1
4
+
8
1
.
9
0
PV
I
E
L
E
V
=
4
9
9
1
.
2
1
75.0' VC
PVI STA = 13+39.65
PVI ELEV = 4990.79
BV
C
S
:
1
3
+
0
2
.
1
5
BV
C
E
:
4
9
9
1
.
0
7
EV
C
S
:
1
3
+
7
7
.
1
5
EV
C
E
:
4
9
9
0
.
2
7
A.D. = 0.65
K = 115.35
75.0' VC
PVI STA = 14+24.65
PVI ELEV = 4990.78
BV
C
S
:
1
3
+
8
7
.
1
5
BV
C
E
:
4
9
9
0
.
2
7
EV
C
S
:
1
4
+
6
2
.
1
5
EV
C
E
:
4
9
9
1
.
0
6
A.D. = 0.63
K = 119.85
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00 12+00 13+00 14+00 15+00
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
49
9
2
.
6
5
49
9
2
.
4
7
49
9
2
.
2
8
49
9
2
.
0
4
49
9
1
.
7
4
49
9
1
.
5
4
49
9
1
.
3
5
49
9
1
.
1
9
49
9
1
.
0
7
49
9
0
.
9
4
49
9
0
.
8
2
49
9
0
.
6
8
49
9
0
.
5
5
49
9
0
.
4
2
49
9
0
.
3
1
49
9
0
.
4
3
49
9
0
.
5
6
49
9
0
.
7
2
-0.75%
-1.20%
0.50%0.50%
-0.75%
-0.50%
-0.50%-0.75%0.60%0.75%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
9
2
.
6
5
PV
I
S
T
A
=
1
0
+
6
2
.
4
8
PV
I
E
L
E
V
=
4
9
9
2
.
1
9
PV
I
S
T
A
=
1
1
+
0
1
.
7
5
PV
I
E
L
E
V
=
4
9
9
1
.
7
2
PV
I
S
T
A
=
1
3
+
7
2
.
2
8
PV
I
E
L
E
V
=
4
9
9
0
.
4
2
PV
I
S
T
A
=
1
4
+
0
2
.
2
8
PV
I
E
L
E
V
=
4
9
9
0
.
5
7
PV
I
S
T
A
=
1
1
+
6
4
.
2
3
PV
I
E
L
E
V
=
4
9
9
1
.
2
5
PV
I
S
T
A
=
1
3
+
4
9
.
0
0
PV
I
E
L
E
V
=
4
9
9
0
.
3
0
PV
I
S
T
A
=
1
2
+
7
0
.
4
4
PV
I
E
L
E
V
=
4
9
9
0
.
7
2
PV
I
S
T
A
=
1
2
+
7
8
.
5
7
PV
I
E
L
E
V
=
4
9
9
0
.
6
5
PV
I
S
T
A
=
1
4
+
1
5
.
0
3
PV
I
E
L
E
V
=
4
9
9
0
.
6
5
PV
I
S
T
A
=
1
4
+
3
4
.
7
8
PV
I
E
L
E
V
=
4
9
9
0
.
7
9
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
49
9
2
.
6
5
49
9
2
.
4
0
49
9
2
.
1
5
49
9
2
.
0
0
49
9
1
.
8
7
49
9
1
.
7
5
49
9
1
.
6
2
49
9
1
.
5
0
49
9
1
.
3
7
49
9
1
.
2
5
49
9
1
.
1
2
49
9
1
.
0
0
49
9
0
.
8
7
49
9
0
.
7
5
49
9
0
.
5
6
49
9
0
.
3
3
49
9
0
.
1
1
49
8
9
.
9
7
49
9
0
.
0
0
49
9
0
.
1
2
49
9
0
.
2
9
49
9
0
.
5
1
49
9
0
.
7
3
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
-0.50%
-1.00%
-0.50%
0.85%
0.50%0.90%-0.50%
-0.80%-0.90%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
9
2
.
6
5
PV
I
S
T
A
=
1
0
+
5
6
.
4
1
PV
I
E
L
E
V
=
4
9
9
2
.
0
9
PV
I
S
T
A
=
1
2
+
2
5
.
2
9
PV
I
E
L
E
V
=
4
9
9
1
.
2
5
PV
I
S
T
A
=
1
3
+
3
1
.
5
1
PV
I
E
L
E
V
=
4
9
9
0
.
7
2
PV
I
S
T
A
=
1
3
+
3
9
.
6
2
PV
I
E
L
E
V
=
4
9
9
0
.
6
5
PV
I
S
T
A
=
1
4
+
0
2
.
4
3
PV
I
E
L
E
V
=
4
9
9
0
.
0
8
PV
I
S
T
A
=
1
4
+
3
5
.
0
2
PV
I
E
L
E
V
=
4
9
8
9
.
9
2
PV
I
S
T
A
=
1
4
+
8
9
.
2
7
PV
I
E
L
E
V
=
4
9
9
0
.
1
9
PV
I
S
T
A
=
1
5
+
4
3
.
7
0
PV
I
E
L
E
V
=
4
9
9
0
.
6
8
PV
I
S
T
A
=
1
5
+
5
6
.
8
9
PV
I
E
L
E
V
=
4
9
9
0
.
7
9
Sheet
WI
L
L
O
X
F
A
R
M
Th
e
s
e
d
r
a
w
i
n
g
s
a
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e
i
n
s
t
r
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e
n
t
s
of
s
e
r
v
i
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e
p
r
o
v
i
d
e
d
b
y
N
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r
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e
r
n
En
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i
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e
r
i
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g
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e
r
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i
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s
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.
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n
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r
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d
f
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d
a
n
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se
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e
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a
P
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i
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e
r
in
t
h
e
e
m
p
l
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o
f
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r
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g
i
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e
r
i
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e
r
v
i
c
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s
,
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.
N
O
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F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
R
E
V
I
E
W
S
E
T
of 60
FO
R
T
C
O
L
L
I
N
S
|
G
R
E
E
L
E
Y
|
M
E
S
A
|
G
O
O
D
Y
E
A
R
|
T
U
C
S
O
N
|
N
O
R
T
H
P
H
O
E
N
I
X
|
F
O
R
T
W
O
R
T
H
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
R3
PL
A
N
&
P
R
O
F
I
L
E
SA
I
N
T
G
R
A
C
E
S
T
R
E
E
T
32
NORTH
CENTERLINE
SAINT GRACE STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
SAINT GRACE STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
SAINT GRACE STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS
(LCUASS).
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
EASEMENT EDGE OF ASPHALT
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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.
before you dig.Call
R
KEYMAP
T
WEST WILLOX LANE
SOFT
GOLD PARK
R3
X
E
E
E E
E
E
5' SIDEW
A
L
K
5' SIDEW
A
L
K
5'
S
I
D
E
W
A
L
K
5
'
S
I
D
E
W
A
L
K
TRACT A
DE,UE,AE
STA. = 10+00.00
(SAINT JOSEPH STREET)
STA. = 12+40.94
(SAINT THERESE STREET)
LOT 6
PROPOSED DRIVEOVER
CURB & GUTTER
SAINT T
H
E
R
E
S
E
S
T
R
E
E
T
(SEE S
H
E
E
T
R1 )
LOT 4
BLOCK 1
LOT 1
LOT 5
LOT 8
LOT 7
LOT 9
LOT 1
LOT 2
TRACT C
DE
UTILITY
E
A
S
E
M
E
N
T
(WIDTH
V
A
R
I
E
S
)
9' UTILIT
Y
E
A
S
E
M
E
N
T
R25'
R25'
SAINT J
O
S
E
P
H
S
T
R
E
E
T
PROPOSED 10'
CROSSPAN
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CULVERT
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00 12+00 13+00 14+00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
49
9
0
.
9
7
49
9
0
.
4
2
49
9
1
.
6
2
49
9
1
.
4
0
49
9
1
.
1
7
49
9
0
.
8
4
49
9
0
.
7
0
49
9
0
.
5
6
49
9
0
.
2
8
49
9
0
.
1
0
49
8
9
.
8
5
49
8
9
.
8
2
49
9
0
.
1
0
49
9
0
.
2
9
-2.20%
-0.90%
-0.55%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
9
2
.
0
3
PV
I
S
T
A
=
1
0
+
1
3
.
8
3
PV
I
E
L
E
V
=
4
9
9
1
.
7
2
PV
I
S
T
A
=
1
0
+
9
2
.
9
2
PV
I
E
L
E
V
=
4
9
9
1
.
0
1
PV
I
S
T
A
=
1
3
+
0
1
.
6
7
PV
I
E
L
E
V
=
4
9
8
9
.
4
4
75.0' VC
PVI STA = 12+59.08
PVI ELEV = 4990.10
BV
C
S
:
1
2
+
2
1
.
5
8
BV
C
E
:
4
9
9
0
.
3
0
EV
C
S
:
1
2
+
9
6
.
5
8
EV
C
E
:
4
9
8
9
.
5
8
A.D. = 0.84
K = 89.48
75.1' VC
PVI STA = 13+44.18
PVI ELEV = 4990.14
BV
C
S
:
1
3
+
0
6
.
6
5
BV
C
E
:
4
9
8
9
.
5
6
EV
C
S
:
1
3
+
8
1
.
7
1
EV
C
E
:
4
9
9
0
.
3
2
A.D. = 1.03
K = 72.67
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00 12+00 13+00 14+00
49
9
1
.
0
1
49
9
0
.
7
6
49
9
0
.
6
0
49
9
0
.
4
5
49
9
0
.
3
0
49
9
0
.
1
5
49
9
0
.
0
0
49
8
9
.
8
5
49
8
9
.
7
1
49
8
9
.
5
9
49
8
9
.
4
6
49
8
9
.
4
0
49
8
9
.
5
3
49
8
9
.
6
5
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
-1.00%
-0.60%
-0.50%0.50%
PV
I
S
T
A
=
1
0
+
4
0
.
0
3
PV
I
E
L
E
V
=
4
9
9
1
.
1
0
PV
I
S
T
A
=
1
0
+
7
5
.
0
6
PV
I
E
L
E
V
=
4
9
9
0
.
7
5
PV
I
S
T
A
=
1
2
+
4
2
.
4
1
PV
I
E
L
E
V
=
4
9
8
9
.
7
5
PV
I
S
T
A
=
1
3
+
1
8
.
5
1
PV
I
E
L
E
V
=
4
9
8
9
.
3
7
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00 12+00 13+00 14+00
49
9
0
.
9
8
49
9
0
.
7
5
49
9
0
.
5
8
49
9
0
.
4
1
49
9
0
.
2
6
49
9
0
.
1
1
49
8
9
.
9
6
49
8
9
.
8
2
49
8
9
.
6
9
49
8
9
.
5
7
49
8
9
.
6
0
49
8
9
.
7
2
49
8
9
.
8
5
49
8
9
.
9
7
-0.90%-0.70%
-0.60%
-0.50%0.50%0.50%
PV
I
S
T
A
=
1
0
+
4
0
.
0
3
PV
I
E
L
E
V
=
4
9
9
1
.
0
7
PV
I
S
T
A
=
1
0
+
7
5
.
0
0
PV
I
E
L
E
V
=
4
9
9
0
.
7
5
PV
I
S
T
A
=
1
1
+
1
6
.
9
3
PV
I
E
L
E
V
=
4
9
9
0
.
4
6
PV
I
S
T
A
=
1
2
+
1
8
.
4
0
PV
I
E
L
E
V
=
4
9
8
9
.
8
5
PV
I
S
T
A
=
1
2
+
8
4
.
8
5
PV
I
E
L
E
V
=
4
9
8
9
.
5
2
PV
I
S
T
A
=
1
3
+
6
1
.
6
4
PV
I
E
L
E
V
=
4
9
8
9
.
9
0
Sheet
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L
L
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X
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I
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of 60
FO
R
T
C
O
L
L
I
N
S
|
G
R
E
E
L
E
Y
|
M
E
S
A
|
G
O
O
D
Y
E
A
R
|
T
U
C
S
O
N
|
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|
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g
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
R4
PL
A
N
&
P
R
O
F
I
L
E
SA
I
N
T
J
O
S
E
P
H
S
T
R
E
E
T
33
NORTH
CENTERLINE
SAINT JOSEPH STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
SAINT JOSEPH STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
SAINT JOSEPH STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS
(LCUASS).
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
EASEMENT EDGE OF ASPHALT
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
14
+
0
0
R5
LINE
MAT
C
H
STA
14+0
0
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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.
before you dig.Call
R
KEYMAP
T
WEST WILLOX LANE
SOFT
GOLD PARK
R4
R5
UD
30'
-
57'
ROW
30'
-
57'
ROW
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5' SIDEWALK
5' SIDEWALK5' SIDEWALK
5' SIDEW
A
L
K
5' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILIT
Y
E
A
S
E
M
E
N
T
9' UTILIT
Y
E
A
S
E
M
E
N
T
PROPOSED 10'
CONCRETE PAN
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 6'
CONCRETE PAN
LOT 7
LOT 5
LOT 4
LOT 11LOT 10LOT 9
LOT 1
LOT 3
LOT 8 LOT 10LOT 9LOT 7LOT 6
BLOCK 2
BLOCK 6
TRACT A
DE,UE,AE
PROPOSED DRIVEOVER
CURB & GUTTER
PROPOSED DRIVEOVER
CURB & GUTTER
STA. = 18+74.87
(SAINT JEROME STREET)
STA. = 14+81.90
(SAINT GRACE STREET)
LOT 8
LOT 2
SAINT JEROME STREETSAINT JE
R
O
M
E
S
T
R
E
E
T
MOLLER STREET
(SEE SHEET R6)
SAINT GRACE STREET
(SEE SHEET R3)
LOT 9
LOT 14
LOT 13
LOT 12
LOT 11
LOT 10
LOT 1
LOT 2
LOT 3
LOT 6 LOT 14LOT 13LOT 12
R25'R25'
R25'
STA. = 16+65.36
(SAINT JEROME STREET)
STA. = 14+70.43
(MOLLER STREET)
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
14+00 15+00 16+00 17+00 18+00 19+00 19+50
PROPOSED
GRADE
EXISTING
GROUND
49
9
0
.
9
1
49
9
1
.
4
3
49
9
1
.
9
0
49
9
1
.
5
9
49
9
0
.
5
4
49
9
0
.
6
6
49
9
0
.
7
9
49
9
1
.
0
5
49
9
1
.
1
8
49
9
1
.
3
1
49
9
1
.
5
6
49
9
1
.
6
8
49
9
1
.
8
1
49
9
1
.
9
1
49
9
1
.
8
4
49
9
1
.
7
1
49
9
1
.
4
6
49
9
1
.
3
4
0.55%0.50%-0.50%
0.50%
PV
I
S
T
A
=
1
5
+
1
0
.
3
3
PV
I
E
L
E
V
=
4
9
9
0
.
9
7
PV
I
S
T
A
=
1
5
+
4
8
.
4
7
PV
I
E
L
E
V
=
4
9
9
1
.
1
8
PV
I
S
T
A
=
1
8
+
7
4
.
8
7
PV
I
E
L
E
V
=
4
9
9
1
.
2
1
75.0' VC
HP ELEV = 4991.92
HP STA = 17+15.29
PVI STA = 17+15.29
PVI ELEV = 4992.01
BV
C
S
:
1
6
+
7
7
.
7
9
BV
C
E
:
4
9
9
1
.
8
2
EV
C
S
:
1
7
+
5
2
.
7
9
EV
C
E
:
4
9
9
1
.
8
2
A.D. = 1.00
K = 75.00
PROPOSED
GRADE
EXISTING
GROUND
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
14+00 15+00 16+00 17+00 18+00 19+00 19+50
49
8
8
.
1
2
49
8
8
.
0
9
49
8
8
.
0
3
49
8
7
.
9
2
49
8
7
.
7
8
49
8
7
.
6
3
49
8
7
.
5
0
49
8
7
.
3
8
49
8
7
.
2
3
49
8
6
.
8
7
49
8
7
.
1
0
49
8
7
.
0
1
49
8
6
.
8
6
49
8
6
.
7
5
49
8
6
.
5
8
49
8
6
.
4
9
49
8
5
.
9
5
49
8
6
.
1
4
49
8
6
.
0
7
0.50%0.50%-0.50%
0.60%
PV
I
S
T
A
=
1
4
+
1
2
.
7
6
PV
I
E
L
E
V
=
4
9
8
9
.
8
4
PV
I
S
T
A
=
1
5
+
3
0
.
4
0
PV
I
E
L
E
V
=
4
9
9
0
.
5
5
PV
I
S
T
A
=
1
5
+
7
2
.
0
1
PV
I
E
L
E
V
=
4
9
9
0
.
7
6
PV
I
S
T
A
=
1
8
+
9
8
.
4
0
PV
I
E
L
E
V
=
4
9
9
0
.
7
9
75.0' VC
HP ELEV = 4991.50
HP STA = 17+38.83
PVI STA = 17+38.83
PVI ELEV = 4991.59
BV
C
S
:
1
7
+
0
1
.
3
3
BV
C
E
:
4
9
9
1
.
4
0
EV
C
S
:
1
7
+
7
6
.
3
3
EV
C
E
:
4
9
9
1
.
4
0
A.D. = 1.00
K = 75.00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
14+00 15+00 16+00 17+00 18+00 19+00 19+50
49
8
8
.
0
7
49
8
7
.
9
6
49
8
7
.
8
4
49
8
7
.
7
1
49
8
7
.
5
5
49
8
7
.
4
7
49
8
7
.
5
5
49
8
7
.
2
3
49
8
7
.
0
4
49
8
7
.
0
4
49
8
6
.
9
3
49
8
6
.
7
3
49
8
6
.
6
1
49
8
6
.
6
2
49
8
6
.
3
7
49
8
6
.
1
7
49
8
6
.
1
3
49
8
5
.
9
5
-0.50%
0.50%0.60%0.50%
PV
I
S
T
A
=
1
4
+
9
0
.
3
2
PV
I
E
L
E
V
=
4
9
9
0
.
5
5
PV
I
S
T
A
=
1
5
+
2
5
.
0
0
PV
I
E
L
E
V
=
4
9
9
0
.
7
6
PV
I
S
T
A
=
1
7
+
2
9
.
3
1
PV
I
E
L
E
V
=
4
9
9
1
.
4
0
PV
I
S
T
A
=
1
8
+
5
1
.
3
9
PV
I
E
L
E
V
=
4
9
9
0
.
7
9
75.0' VC
HP ELEV = 4991.50
HP STA = 16+91.81
PVI STA = 16+91.81
PVI ELEV = 4991.59
BV
C
S
:
1
6
+
5
4
.
3
1
BV
C
E
:
4
9
9
1
.
4
0
EV
C
S
:
1
7
+
2
9
.
3
1
EV
C
E
:
4
9
9
1
.
4
0
A.D. = 1.00
K = 75.00
Sheet
WI
L
L
O
X
F
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of 60
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E
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97
0
.
2
2
1
.
4
1
5
8
R5
PL
A
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&
P
R
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F
I
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SA
I
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M
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R
E
E
T
34
NORTH
CENTERLINE
SAINT JEROME STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
SAINT JOSEPH STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
SAINT JOSEPH STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS
(LCUASS).
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
EASEMENT EDGE OF ASPHALT
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
14
+
0
0
R4
L
I
N
E
M
A
T
C
H
S
T
A
1
3
+
0
0
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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.
before you dig.Call
R
KEYMAP
T
WEST WILLOX LANE
SOFT
GOLD PARK
R4
R5
X X X
X
X
X
X
X
STA. = 11+59.16
(MOLLER STREET)
STA. = 16+92.46
(SAINT THERESE STREET)
STA. = 14+70.43
(MOLLER STREET)
STA. = 16+65.36
(SAINT JEROME STREET)
30'
-
57'
ROW
30'
-
57'
ROW
5' SIDEWALK
5' SIDEWALK5' SIDEWALK
5' SIDEWALK
MOLLER STREETPROPOSED
BARRICADES
SAINT THERESE STREET
(SEE SHEET R2)
SAINT JEROME STREET
(SEE SHEET R4)
LOT 1 LOT 1
LOT 6
LOT 5
LOT 8
LOT 7
LOT 9LOT 13
BLOCK 4 BLOCK 5
BLOCK 6
BLOCK 2
BLOCK 3
6' CONCRETE PAN
PROPOSED DRIVEOVER
CURB & GUTTER
PROPOSED DRIVEOVER
CURB & GUTTER
UTILITY EASEMENT
15' UTILITY EASEMENT
UTILITY EASEMENT
15' UTILITY EASEMENT
LOT 14
TRACT D
TRACT C
DE LOT 6
LOT 7LOT 4
LOT 5
LOT 10
6' CONCRETE PAN
R25'
R25'
R25'
R25'
R25'
R25'
PROPOSED
STORM DRAINSTORM DRAIN A
SEE SHEET ST1
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(BY OTHERS)
PROPOSED 2'
SIDEWALK CHASE
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00 12+00 13+00 14+00 15+00
49
9
1
.
7
8
49
9
1
.
8
3
49
9
1
.
9
5
49
9
2
.
0
8
49
9
2
.
2
0
49
9
2
.
3
3
49
9
2
.
4
5
49
9
2
.
5
8
49
9
2
.
7
0
49
9
2
.
8
3
49
9
2
.
9
1
49
9
2
.
9
1
49
9
2
.
8
3
49
9
2
.
7
1
49
9
2
.
5
8
49
9
2
.
3
7
49
9
1
.
9
7
49
9
1
.
4
7
PROPOSED
GRADE
EXISTING GROUND
PROPOSED
GRADE
EXISTING
GROUND
2.20%-2.00%
-0.50%
-0.24%
0.50%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
9
1
.
7
8
PV
I
S
T
A
=
1
4
+
7
0
.
4
3
PV
I
E
L
E
V
=
4
9
9
1
.
7
6
PV
I
S
T
A
=
1
4
+
5
3
.
5
9
PV
I
E
L
E
V
=
4
9
9
1
.
3
0
75.0' VC
HP ELEV = 4992.92
HP STA = 12+88.16
PVI STA = 12+88.16
PVI ELEV = 4993.02
BV
C
S
:
1
2
+
5
0
.
6
6
BV
C
E
:
4
9
9
2
.
8
3
EV
C
S
:
1
3
+
2
5
.
6
6
EV
C
E
:
4
9
9
2
.
8
3
A.D. = 1.00
K = 75.00
50.0' VC
PVI STA = 14+00.59
PVI ELEV = 4992.46
BV
C
S
:
1
3
+
7
5
.
5
9
BV
C
E
:
4
9
9
2
.
5
8
EV
C
S
:
1
4
+
2
5
.
5
9
EV
C
E
:
4
9
9
1
.
9
6
A.D. = 1.50
K = 33.33
55.5' VC
LP ELEV = 4991.76
LP STA = 10+18.03
PVI STA = 10+27.78
PVI ELEV = 4991.72
BC
V
S
:
1
0
+
0
0
.
0
3
BV
C
E
:
4
9
9
1
.
7
8
EC
V
S
:
1
0
+
5
5
.
5
3
EV
C
E
:
4
9
9
1
.
8
5
A.D. = 0.74
K = 74.99
30" RCP
STA.=10+18.03
INV.=4986.77
-0.24%-0.50%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
9
1
.
7
8
19.5' VC
PVI STA = 9+90.26
PVI ELEV = 4991.81
BV
C
S
:
9
+
8
0
.
5
2
BV
C
E
:
4
9
9
1
.
8
5
EV
C
S
:
9
+
9
9
.
9
9
EV
C
E
:
4
9
9
1
.
7
8
A.D. = 0.26
K = 74.92
-0.24%-0.50%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
9
1
.
7
8
19.5' VC
PVI STA = 9+90.26
PVI ELEV = 4991.81
BV
C
S
:
9
+
8
0
.
5
2
BV
C
E
:
4
9
9
1
.
8
5
EV
C
S
:
9
+
9
9
.
9
9
EV
C
E
:
4
9
9
1
.
7
8
A.D. = 0.26
K = 74.92
FUTURE
GRADE
FUTURE
15" HDPE
IRRIGATION
STA.=9+93.92
INV.=4982.23
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00 12+00 13+00 14+00 15+00
49
9
1
.
2
8
49
9
1
.
4
1
49
9
1
.
5
3
49
9
1
.
6
6
49
9
1
.
7
8
49
9
1
.
9
1
49
9
2
.
0
3
49
9
2
.
1
6
49
9
2
.
2
8
49
9
2
.
4
1
49
9
2
.
4
9
49
9
2
.
5
0
49
9
2
.
4
2
49
9
2
.
2
4
49
9
2
.
0
7
49
9
1
.
8
9
49
9
1
.
7
2
49
9
1
.
2
9
0.50%0.50%-0.70%
-2.00%-0.50%0.50%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
9
1
.
3
4
PV
I
S
T
A
=
1
0
+
1
8
.
0
3
PV
I
E
L
E
V
=
4
9
9
1
.
2
5
PV
I
S
T
A
=
1
1
+
1
9
.
1
6
PV
I
E
L
E
V
=
4
9
9
1
.
7
5
PV
I
S
T
A
=
1
1
+
9
9
.
1
6
PV
I
E
L
E
V
=
4
9
9
2
.
1
5
PV
I
S
T
A
=
1
2
+
5
0
.
6
6
PV
I
E
L
E
V
=
4
9
9
2
.
4
1
PV
I
S
T
A
=
1
3
+
2
5
.
6
6
PV
I
E
L
E
V
=
4
9
9
2
.
4
1
PV
I
S
T
A
=
1
4
+
3
0
.
4
3
PV
I
E
L
E
V
=
4
9
9
1
.
6
8
PV
I
S
T
A
=
1
4
+
5
3
.
5
9
PV
I
E
L
E
V
=
4
9
9
1
.
2
1
75.0' VC
HP ELEV = 4992.51
HP STA = 12+88.16
PVI STA = 12+88.16
PVI ELEV = 4992.60
BV
C
S
:
1
2
+
5
0
.
6
6
BV
C
E
:
4
9
9
2
.
4
1
EV
C
S
:
1
3
+
2
5
.
6
6
EV
C
E
:
4
9
9
2
.
4
1
A.D. = 1.00
K = 75.35
0.50%0.50%-0.70%
-2.00%-0.50%0.50%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
9
1
.
3
4
PV
I
S
T
A
=
1
1
+
9
9
.
1
6
PV
I
E
L
E
V
=
4
9
9
2
.
1
5
PV
I
S
T
A
=
1
2
+
5
0
.
6
6
PV
I
E
L
E
V
=
4
9
9
2
.
4
1
PV
I
S
T
A
=
1
3
+
2
5
.
6
6
PV
I
E
L
E
V
=
4
9
9
2
.
4
1
PV
I
S
T
A
=
1
4
+
3
0
.
4
3
PV
I
E
L
E
V
=
4
9
9
1
.
6
8
PV
I
S
T
A
=
1
4
+
5
3
.
5
9
PV
I
E
L
E
V
=
4
9
9
1
.
2
1
PV
I
S
T
A
=
1
0
+
1
8
.
0
3
PV
I
E
L
E
V
=
4
9
9
1
.
2
5
PV
I
S
T
A
=
1
1
+
1
9
.
1
6
PV
I
E
L
E
V
=
4
9
9
1
.
7
5
75.0' VC
HP ELEV = 4992.51
HP STA = 12+88.16
PVI STA = 12+88.16
PVI ELEV = 4992.60
BV
C
S
:
1
2
+
5
0
.
6
6
BV
C
E
:
4
9
9
2
.
4
1
EV
C
S
:
1
3
+
2
5
.
6
6
EV
C
E
:
4
9
9
2
.
4
1
A.D. = 1.00
K = 75.35
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00 12+00 13+00 14+00 15+00
49
9
1
.
3
4
49
9
1
.
2
8
49
9
1
.
4
1
49
9
1
.
5
3
49
9
1
.
6
6
49
9
1
.
7
8
49
9
1
.
9
1
49
9
2
.
0
3
49
9
2
.
1
6
49
9
2
.
2
8
49
9
2
.
4
1
49
9
2
.
4
9
49
9
2
.
5
0
49
9
2
.
4
2
49
9
2
.
2
9
49
9
2
.
1
6
49
9
1
.
9
2
49
9
1
.
6
7
49
9
1
.
4
2
-0.50%0.50%
0.50%-0.50%-1.00%-1.00%
PV
I
S
T
A
=
9
+
9
9
.
9
9
PV
I
E
L
E
V
=
4
9
9
1
.
3
4
PV
I
S
T
A
=
1
0
+
1
8
.
0
3
PV
I
E
L
E
V
=
4
9
9
1
.
2
5
PV
I
S
T
A
=
1
1
+
1
9
.
1
6
PV
I
E
L
E
V
=
4
9
9
1
.
7
5
PV
I
S
T
A
=
1
3
+
7
5
.
5
9
PV
I
E
L
E
V
=
4
9
9
2
.
1
6
PV
I
S
T
A
=
1
4
+
3
0
.
4
3
PV
I
E
L
E
V
=
4
9
9
1
.
6
1
PV
I
S
T
A
=
1
4
+
5
3
.
5
9
PV
I
E
L
E
V
=
4
9
9
1
.
3
8
75.0' VC
HP ELEV = 4992.51
HP STA = 12+88.13
PVI STA = 12+88.16
PVI ELEV = 4992.60
BV
C
S
:
1
2
+
5
0
.
6
6
BV
C
E
:
4
9
9
2
.
4
1
EV
C
S
:
1
3
+
2
5
.
6
6
EV
C
E
:
4
9
9
2
.
4
1
A.D. = 1.00
K = 74.93
-0.50%0.50%
0.50%-0.50%-1.00%-1.00%
PV
I
S
T
A
=
9
+
9
9
.
9
9
PV
I
E
L
E
V
=
4
9
9
1
.
3
4
PV
I
S
T
A
=
1
0
+
1
8
.
0
3
PV
I
E
L
E
V
=
4
9
9
1
.
2
5
PV
I
S
T
A
=
1
1
+
1
9
.
1
6
PV
I
E
L
E
V
=
4
9
9
1
.
7
5
PV
I
S
T
A
=
1
2
+
5
0
.
6
6
PV
I
E
L
E
V
=
4
9
9
2
.
4
1
PV
I
S
T
A
=
1
3
+
7
5
.
5
9
PV
I
E
L
E
V
=
4
9
9
2
.
1
6
PV
I
S
T
A
=
1
4
+
3
0
.
4
3
PV
I
E
L
E
V
=
4
9
9
1
.
6
1
PV
I
S
T
A
=
1
4
+
5
3
.
5
9
PV
I
E
L
E
V
=
4
9
9
1
.
3
8
75.0' VC
HP ELEV = 4992.51
HP STA = 12+88.13
PVI STA = 12+88.16
PVI ELEV = 4992.60
BV
C
S
:
1
2
+
5
0
.
6
6
BV
C
E
:
4
9
9
2
.
4
1
EV
C
S
:
1
3
+
2
5
.
6
6
EV
C
E
:
4
9
9
2
.
4
1
A.D. = 1.00
K = 74.93
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE EXISTING
GROUND
Sheet
WI
L
L
O
X
F
A
R
M
Th
e
s
e
d
r
a
w
i
n
g
s
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e
i
n
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t
r
u
m
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n
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of
s
e
r
v
i
c
e
p
r
o
v
i
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e
d
b
y
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r
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r
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En
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d
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P
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t
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m
p
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r
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r
n
En
g
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i
c
e
s
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O
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S
T
R
U
C
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I
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N
R
E
V
I
E
W
S
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T
of 60
FO
R
T
C
O
L
L
I
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S
|
G
R
E
E
L
E
Y
|
M
E
S
A
|
G
O
O
D
Y
E
A
R
|
T
U
C
S
O
N
|
N
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T
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N
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|
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T
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i
n
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.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
R6
PL
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&
P
R
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I
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L
L
E
R
S
T
R
E
E
T
35
NORTH
CENTERLINE
MOLLER STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
MOLLER STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
MOLLER STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS
(LCUASS).
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
EASEMENT EDGE OF ASPHALT
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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.
before you dig.Call
R
R6
KEYMAP
T
WEST WILLOX LANE
SOFT
GOLD PARK
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
S
S
S
MS
W
W
WM
W
W
S
MM
W
XXXXX
X
/ / / / / / / // / / / / / / /
XX
X
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / /
/
/
/
/
/ / / / / / / // / / / / / / /
/ /
/
/
/
/
/
/
X X
/ / / / / / / /
X
X X X X X X X X X X X X X X
X X X X X X X X
X
X
X
X
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
E
E
WEST WILLOX LANE
6' SIDEWALK
EXISTING 6' CITY OF
FORT COLLINS EASEMENT57'
ROW
30'
-
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6' SIDEWALK
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
±40'
EOA -
SAINT THERESE STREET
(SEE SHEET R1)
TRACT A
DE,UE,AE
PROPOSED 4'
SIDEWALK CULVERT
EXISTING ROW
EXISTING 10'
ROW EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING
DRIVEWAY
EXISTING
DRIVEWAY
EXISTING EDGE OF
ASPHALT
TIE TO EXISTING
EDGE OF ASPHALT
PROPOSED 10'
CONCRETE PAN
100' UNION PACIFIC
RAILROAD ROW
72' ROW
18' UTILITY EASEMENT
18' UTILITY EASEMENT
EXISTING 30' NCWA
UTILITY EASEMENT
PROPOSED EDGE
OF ASPHALT
EDGE OF PROPOSED
SAW CUT
EX. 12" RCP
EX. 15" METAL PIPE
WILLOX STORM DRAIN
SEE SHEET ST3
WILLOX EAST STORM DRAIN
SEE SHEET ST3
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(BY OTHERS)
PROPOSED 30"
VERTICAL CURB & GUTTER
TIE TO EXISTING
EDGE OF ASPHALT
PROPOSED EDGE
OF ASPHALT
RR CROSSING
SIGN (W10-1)
30 MPH
SPEED LIMIT EXISTING
DRIVEWAY
PROPOSED 4'
CONCRETE PAN
w/ 7" CURBS
PROPOSED 2'
CONCRETE PANTRACT B
DE
STA. = 21+58.46
(WEST WILLOX LANE)
STA. = 10+00.00
(SAINT THERESE STREET)
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 27+50
49
9
3
.
2
3
49
9
2
.
7
9
49
9
3
.
0
7
49
9
2
.
7
7
49
9
2
.
3
5
49
9
2
.
5
5
49
9
3
.
0
1
49
9
2
.
9
0
49
9
2
.
7
5
49
9
3
.
0
5
49
9
3
.
4
7
49
9
3
.
0
2
49
9
2
.
8
8
49
9
2
.
8
0
49
9
2
.
8
5
49
9
2
.
9
6
49
9
3
.
0
4
49
9
3
.
0
6
49
9
3
.
0
0
49
9
2
.
8
9
49
9
2
.
6
4
49
9
2
.
5
2
49
9
2
.
4
1
49
9
2
.
3
3
49
9
2
.
3
6
49
9
2
.
4
3
49
9
2
.
6
8
49
9
2
.
8
0
49
9
2
.
9
2
49
9
3
.
0
5
49
9
3
.
0
5
49
9
2
.
9
9
49
9
2
.
7
9
49
9
2
.
7
3
49
9
2
.
7
2
49
9
2
.
8
3
49
9
2
.
9
4
49
9
3
.
0
2
49
9
3
.
0
4
0.50%-0.50%
-0.95%
135.0' VC
HP ELEV = 4993.08
HP STA = 20+04.75
PVI STA = 20+04.75
PVI ELEV = 4993.24
BV
C
S
:
1
9
+
3
7
.
2
5
BV
C
E
:
4
9
9
2
.
9
1
EV
C
S
:
2
0
+
7
2
.
2
5
EV
C
E
:
4
9
9
2
.
9
1
A.D. = 1.00
K = 135.00
135.0' VC
HP ELEV = 4993.06
HP STA = 24+34.55
PVI STA = 24+34.57
PVI ELEV = 4993.22
BV
C
S
:
2
3
+
6
7
.
0
7
BV
C
E
:
4
9
9
2
.
8
9
EV
C
S
:
2
5
+
0
2
.
0
7
EV
C
E
:
4
9
9
2
.
8
9
A.D. = 1.00
K = 134.95
135.0' VC
HP ELEV = 4993.05
HP STA = 27+04.57
PVI STA = 27+04.57
PVI ELEV = 4993.22
BV
C
S
:
2
6
+
3
7
.
0
7
BV
C
E
:
4
9
9
2
.
8
9
A.D. = 1.00
K = 135.00
135.0' VC
LOW PT ELEV = 4992.79
LOW PT STA = 18+90.70
PVI STA = 18+69.75
PVI ELEV = 4992.57
BV
C
S
:
1
8
+
0
2
.
2
5
BV
C
E
:
4
9
9
3
.
2
1
EV
C
S
:
1
9
+
3
7
.
2
5
EV
C
E
:
4
9
9
2
.
9
1
A.D. = 1.45
K = 93.10
135.0' VC
LOW PT ELEV = 4992.33
LOW PT STA = 22+21.64
PVI STA = 22+21.64
PVI ELEV = 4992.16
BV
C
S
:
2
1
+
5
4
.
1
4
BV
C
E
:
4
9
9
2
.
5
0
EV
C
S
:
2
2
+
8
9
.
1
4
EV
C
E
:
4
9
9
2
.
5
0
A.D. = 1.00
K = 135.00
135.0' VC
LOW PT ELEV = 4992.72
LOW PT STA = 25+69.59
PVI STA = 25+69.57
PVI ELEV = 4992.55
BV
C
S
:
2
5
+
0
2
.
0
7
BV
C
E
:
4
9
9
2
.
8
9
EV
C
S
:
2
6
+
3
7
.
0
7
EV
C
E
:
4
9
9
2
.
8
9
A.D. = 1.00
K = 134.95
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
PV
I
S
T
A
=
2
2
+
2
5
.
0
0
PV
I
E
L
E
V
=
4
9
9
1
.
4
8
75.6' VC
HP ELEV = 4992.40
HP STA = 20+08.14
PVI STA = 20+37.82
PVI ELEV = 4992.42
BV
C
S
:
2
0
+
0
0
BV
C
E
:
4
9
9
2
.
3
9
EV
C
S
:
2
0
+
7
5
.
6
4
EV
C
E
:
4
9
9
2
.
2
3
A.D. = 0.56
K = 134.99
95.0' VC
HP ELEV = 4992.46
HP STA = 24+54.60
PVI STA = 24+34.58
PVI ELEV = 4992.53
BV
C
S
:
2
3
+
8
7
.
0
8
BV
C
E
:
4
9
9
2
.
2
9
EV
C
S
:
2
4
+
8
2
.
0
8
EV
C
E
:
4
9
9
2
.
4
3
A.D. = 0.70
K = 135.04
49
9
2
.
3
9
49
9
2
.
3
9
49
9
2
.
3
3
49
9
2
.
2
3
49
9
2
.
1
1
49
9
1
.
9
8
49
9
1
.
8
6
49
9
1
.
7
3
49
9
1
.
6
1
49
9
1
.
4
8
49
9
1
.
6
1
49
9
1
.
7
3
49
9
1
.
8
6
49
9
1
.
9
8
49
9
2
.
1
1
49
9
2
.
2
3
49
9
2
.
3
5
49
9
2
.
4
3
49
9
2
.
4
6
49
9
2
.
4
4
EXISTING
GROUND
PROPOSED
GRADE
0.50%
59.4' VC
PVI STA = 19+70.32
PVI ELEV = 4992.38
BV
C
S
:
1
9
+
4
0
.
6
4
BV
C
E
:
4
9
9
2
.
2
3
EV
C
S
:
2
0
+
0
0
EV
C
E
:
4
9
9
2
.
3
9
A.D. = 0.44
K = 135.00
40.0' VC
PVI STA = 25+02.11
PVI ELEV = 4992.39
BV
C
S
:
2
4
+
8
2
.
1
1
BV
C
E
:
4
9
9
2
.
4
3
EV
C
S
:
2
5
+
2
2
.
1
1
EV
C
E
:
4
9
9
2
.
2
9
A.D. = 0.30
K = 134.90
PROPOSED
GRADE
0.50%-0.50%
EXISTING
GROUND
FUTURE
GRADE
FUTURE
GRADE
PROPOSED
GROUND
PROPOSED
GROUND
Sheet
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36
NORTH
CENTER LINE
WEST WILLOX LANE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS
(LCUASS).
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
EASEMENT EDGE OF ASPHALT
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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.
before you dig.Call
R
KEYMAP
T
WEST WILLOX LANE
SOFT
GOLD PARK
RIGHT FLOWLINE
WEST WILLOX LANE
SCALE : 1" = 40' (H) 1" = 5' (V)
R7
XXXXXXXXXXXXXX
X
X
XXXXXXXXXXXXXXX
X
W W W W W W W W W W W
52'
FUTURE
-
EXISTING 10'
UTILITY EASEMENT
EXISTING 30'
NCWA EASEMENT EXISTING 6' CITY OF
FORT COLLINS EASEMENT
84'
FUTURE ROW
WEST WILLOX LANE
EX. 24" RCP
FUTURE 30"
CURB & GUTTER
FUTURE 30"
CURB & GUTTER
FUTURE ROW
FUTURE ROW
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
EXISTING
DRIVEWAY
4980
4985
4990
4995
5000
5005
5010
5015
4980
4985
4990
4995
5000
5005
5010
5015
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
49
9
6
.
8
2
49
9
7
.
5
8
49
9
8
.
7
7
49
9
9
.
0
1
49
9
8
.
0
7
49
9
6
.
5
7
49
9
5
.
1
5
49
9
4
.
1
8
49
9
6
.
9
5
49
9
7
.
1
2
49
9
7
.
3
3
49
9
7
.
8
8
49
9
8
.
2
1
49
9
8
.
5
3
49
9
8
.
9
4
49
9
9
.
0
4
49
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9
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6
49
9
8
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8
9
49
9
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6
9
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9
7
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6
9
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2
49
9
6
.
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4
49
9
6
.
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9
49
9
5
.
8
2
49
9
5
.
4
7
49
9
4
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8
6
49
9
4
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6
1
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9
4
.
3
9
49
9
3
.
9
4
49
9
3
.
7
1
49
9
3
.
4
7
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
0.50%
1.40%
-1.50%
-0.80%
-0.95%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
9
6
.
8
2
PV
I
S
T
A
=
1
6
+
9
5
.
8
4
PV
I
E
L
E
V
=
4
9
9
4
.
2
2
245.0' VC
HP ELEV = 4999.06
HP STA = 12+70.01
PVI STA = 12+74.23
PVI ELEV = 4999.95
BV
C
S
:
1
1
+
5
1
.
7
3
BV
C
E
:
4
9
9
8
.
2
4
EV
C
S
:
1
3
+
9
6
.
7
3
EV
C
E
:
4
9
9
8
.
1
1
A.D. = 2.90
K = 84.48
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
9
6
.
8
2
PV
I
S
T
A
=
1
6
+
9
5
.
8
4
PV
I
E
L
E
V
=
4
9
9
4
.
2
2
135.0' VC
PVI STA = 10+79.06
PVI ELEV = 4997.22
BC
V
S
:
1
0
+
1
1
.
5
6
BV
C
E
:
4
9
9
6
.
8
8
EC
V
S
:
1
1
+
4
6
.
5
6
EV
C
E
:
4
9
9
8
.
1
6
A.D. = 0.90
K = 150.00
135.0' VC
PVI STA = 16+11.05
PVI ELEV = 4994.90
BC
V
S
:
1
5
+
4
3
.
5
5
BV
C
E
:
4
9
9
5
.
9
1
EC
V
S
:
1
6
+
7
8
.
5
5
EV
C
E
:
4
9
9
4
.
3
6
A.D. = 0.70
K = 192.86
Sheet
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(
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)
37
NORTH
CENTER LINE
W. WILLOX LANE
SCALE : 1" = 40' (H) 1" = 5' (V)
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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.
before you dig.Call
R
LI
N
E
MA
T
C
H
ST
A
18
+
0
0
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
18
+
0
0
R9
KEYMAP
T
WEST WILLOX LANE
SOFT
GOLD PARK
R9
R8
R10
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
EXISTING EDGE OF ASPHALT
FUTURE CURB & GUTTER
FUTURE RIGHT-OF-WAY
4980
4985
4990
4995
5000
5005
5010
5015
4980
4985
4990
4995
5000
5005
5010
5015
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50
FUTURE
GRADE
EXISTING GROUND
FUTURE
GRADE
EXISTING
GROUND
0.50%-0.50%
-0.95%
135.0' VC
HP ELEV = 4993.08
HP STA = 20+04.75
PVI STA = 20+04.75
PVI ELEV = 4993.24
BV
C
S
:
1
9
+
3
7
.
2
5
BV
C
E
:
4
9
9
2
.
9
1
EV
C
S
:
2
0
+
7
2
.
2
5
EV
C
E
:
4
9
9
2
.
9
1
A.D. = 1.00
K = 135.00
135.0' VC
HP ELEV = 4993.06
HP STA = 24+34.55
PVI STA = 24+34.57
PVI ELEV = 4993.22
BV
C
S
:
2
3
+
6
7
.
0
7
BV
C
E
:
4
9
9
2
.
8
9
EV
C
S
:
2
5
+
0
2
.
0
7
EV
C
E
:
4
9
9
2
.
8
9
A.D. = 1.00
K = 134.95
BV
C
S
:
2
6
+
3
7
.
0
7
BV
C
E
:
4
9
9
2
.
8
9
135.0' VC
LP ELEV = 4992.79
LP STA = 18+90.70
PVI STA = 18+69.75
PVI ELEV = 4992.57
BC
V
S
:
1
8
+
0
2
.
2
5
BV
C
E
:
4
9
9
3
.
2
1
EC
V
S
:
1
9
+
3
7
.
2
5
EV
C
E
:
4
9
9
2
.
9
1
A.D. = 1.45
K = 93.10
135.0' VC
LP ELEV = 4992.33
LP STA = 22+21.64
PVI STA = 22+21.64
PVI ELEV = 4992.16
BC
V
S
:
2
1
+
5
4
.
1
4
BV
C
E
:
4
9
9
2
.
5
0
EC
V
S
:
2
2
+
8
9
.
1
4
EV
C
E
:
4
9
9
2
.
5
0
A.D. = 1.00
K = 135.00
135.0' VC
LP ELEV = 4992.72
LP STA = 25+69.59
PVI STA = 25+69.57
PVI ELEV = 4992.55
BC
V
S
:
2
5
+
0
2
.
0
7
BV
C
E
:
4
9
9
2
.
8
9
EC
V
S
:
2
6
+
3
7
.
0
7
EV
C
E
:
4
9
9
2
.
8
9
A.D. = 1.00
K = 134.95
49
9
3
.
0
2
49
9
2
.
8
8
49
9
2
.
8
0
49
9
2
.
7
9
49
9
2
.
8
5
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9
2
.
9
6
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9
3
.
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4
49
9
3
.
0
7
49
9
3
.
0
6
49
9
3
.
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0
49
9
2
.
8
9
49
9
2
.
7
7
49
9
2
.
6
4
49
9
2
.
5
2
49
9
2
.
4
1
49
9
2
.
3
5
49
9
2
.
3
3
49
9
2
.
3
6
49
9
2
.
4
3
49
9
2
.
5
5
49
9
2
.
6
8
49
9
2
.
8
0
49
9
2
.
9
2
49
9
3
.
0
1
49
9
3
.
0
5
49
9
3
.
0
5
49
9
2
.
9
9
49
9
2
.
9
0
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9
2
.
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9
49
9
2
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3
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.
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S
XXXXX
X
X
X
X X
X
X X X X X X X X X X X X X X
X X X X X X X X
X
X
X
X
E
E
WEST WILLOX LANE
6' SIDEWALK
84'
FUTURE ROW
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 30'
NCWA EASEMENT
57'
ROW
30'
-
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6' SIDEWALK
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
FUTURE
IRRIGATION PIPE
52'
FUTURE
-
SAINT THERESE STREET
(SEE SHEET R1)
TRACT A
DE,UE,AE
EX. 15" METAL EX. 12" RCP
EXISTING
DRIVEWAY
EXISTING
DRIVEWAY
EXISTING
DRIVEWAY
FUTURE 30"
CURB & GUTTER
FUTURE 30"
CURB & GUTTER
FUTURE 30"
CURB & GUTTER
PROPOSED 30"
CURB & GUTTER
PROPOSED 30"
CURB & GUTTER
FUTURE ROW
FUTURE ROW FUTURE ROW
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
18' UTILITY EASEMENT
EXISTING 30' NCWA
UTILITY EASEMENT
EXISTING 10'
MOUNTAIN STATES
UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
TRACT B
DE
PROPOSED 4'
SIDEWALK CULVERT
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50
49
9
2
.
3
9
49
9
2
.
3
9
49
9
2
.
3
3
49
9
2
.
2
3
49
9
2
.
1
1
49
9
1
.
9
8
49
9
1
.
8
6
49
9
1
.
7
3
49
9
1
.
6
1
49
9
1
.
4
8
49
9
1
.
6
1
49
9
1
.
7
3
49
9
1
.
8
6
49
9
1
.
9
8
49
9
2
.
1
1
49
9
2
.
2
3
49
9
2
.
3
5
49
9
2
.
4
3
49
9
2
.
4
6
49
9
2
.
4
4
0.50%-0.50%
PV
I
S
T
A
=
2
2
+
2
5
.
0
0
PV
I
E
L
E
V
=
4
9
9
1
.
4
8
75.6' VC
HP ELEV = 4992.40
HP STA = 20+08.14
PVI STA = 20+37.82
PVI ELEV = 4992.42
BV
C
S
:
2
0
+
0
0
BV
C
E
:
4
9
9
2
.
3
9
EV
C
S
:
2
0
+
7
5
.
6
4
EV
C
E
:
4
9
9
2
.
2
3
A.D. = 0.56
K = 134.99
95.0' VC
HP ELEV = 4992.46
HP STA = 24+54.60
PVI STA = 24+34.58
PVI ELEV = 4992.53
BV
C
S
:
2
3
+
8
7
.
0
8
BV
C
E
:
4
9
9
2
.
2
9
EV
C
S
:
2
4
+
8
2
.
0
8
EV
C
E
:
4
9
9
2
.
4
3
A.D. = 0.70
K = 135.04
0.50%
PV
I
S
T
A
=
1
9
+
4
0
.
6
4
PV
I
E
L
E
V
=
4
9
9
2
.
2
3
59.4' VC
PVI STA = 19+70.32
PVI ELEV = 4992.38
BV
C
S
:
1
9
+
4
0
.
6
4
BV
C
E
:
4
9
9
2
.
2
3
EV
C
S
:
2
0
+
0
0
EV
C
E
:
4
9
9
2
.
3
9
A.D. = 0.44
K = 135.00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
-0.50%
PV
I
S
T
A
=
2
5
+
2
2
.
2
1
PV
I
E
L
E
V
=
4
9
9
2
.
2
9
40.0' VC
PVI STA = 25+02.11
PVI ELEV = 4992.39
BV
C
S
:
2
4
+
8
2
.
1
1
BV
C
E
:
4
9
9
2
.
4
3
EV
C
S
:
2
5
+
2
2
.
1
1
EV
C
E
:
4
9
9
2
.
2
9
A.D. = 0.30
K = 134.90
Sheet
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(
U
L
T
I
M
A
T
E
)
38
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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.
before you dig.Call
R
CENTER LINE
W. WILLOX LANE
SCALE : 1" = 40' (H) 1" = 5' (V)
LI
N
E
MA
T
C
H
ST
A
26
+
5
0
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
26
+
5
0
R1
0
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
18
+
0
0
R8
LI
N
E
MA
T
C
H
ST
A
18
+
0
0
KEYMAP
T
WEST WILLOX LANE
SOFT
GOLD PARK
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
EXISTING EDGE OF ASPHALT
FUTURE CURB & GUTTER
FUTURE RIGHT-OF-WAY
R9
R8
R10
RIGHT FLOWLINE
W. WILLOX LANE
SCALE : 1" = 40' (H) 1" = 5' (V)
S
X X X X X X X X X X X X X X X X X X X
X X X X XXXXXXXXXXXXX
X
X X X X
X
OHUXWWW
EXISTING 30'
NCWA EASEMENT
52'
FUTURE
-
84'
FUTURE ROW
FUTURE 6' SIDEWALK
RAILROAD
TRACKS
42"X72" CMP
WEST WILLOX LANE
EXISTING
DRIVEWAY EXISTING
DRIVEWAY
EXISTING
DRIVEWAY EXISTING
DRIVEWAY
N
W
H
I
T
E
C
O
M
B
S
T
.
EXISTING
DRIVEWAY
FUTURE 30"
CURB & GUTTER
FUTURE 30"
CURB & GUTTER
FUTURE ROW
FUTURE ROW
FUTURE 6' SIDEWALK
100' UNION PACIFIC
RAILROAD ROW
4980
4985
4990
4995
5000
5005
5010
5015
4980
4985
4990
4995
5000
5005
5010
5015
26+50 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 35+50
49
9
3
.
0
5
49
9
2
.
7
5
49
9
2
.
4
4
49
9
2
.
7
9
49
9
3
.
2
9
49
9
3
.
7
9
49
9
4
.
1
8
49
9
3
.
6
4
49
9
3
.
0
2
49
9
3
.
0
4
49
9
2
.
9
8
49
9
2
.
8
7
49
9
2
.
6
2
49
9
2
.
5
1
49
9
2
.
4
5
49
9
2
.
4
7
49
9
2
.
5
4
49
9
2
.
6
6
49
9
2
.
9
1
49
9
3
.
0
4
49
9
3
.
1
6
49
9
3
.
4
1
49
9
3
.
5
4
49
9
3
.
6
6
49
9
3
.
9
1
49
9
4
.
0
4
49
9
4
.
1
4
49
9
4
.
1
5
49
9
4
.
0
5
49
9
3
.
8
8
49
9
3
.
3
9
49
9
3
.
1
4
49
9
2
.
8
9
FUTURE GRADE
EXISTING GROUND
FUTURE
GRADE
EXISTING
GROUND
-1.00%0.50%
-0.50%
PV
I
S
T
A
=
3
4
+
8
1
.
9
4
PV
I
E
L
E
V
=
4
9
9
2
.
8
3
135.0' VC
HP ELEV = 4993.05
HP STA = 27+04.57
PVI STA = 27+04.57
PVI ELEV = 4993.22
EV
C
S
:
2
7
+
7
2
.
0
7
EV
C
E
:
4
9
9
2
.
8
9
A.D. = 1.00
K = 135.00
135.0' VC
HP ELEV = 4994.18
HP STA = 33+01.30
PVI STA = 33+23.80
PVI ELEV = 4994.41
BV
C
S
:
3
2
+
5
6
.
3
0
BV
C
E
:
4
9
9
4
.
0
7
EV
C
S
:
3
3
+
9
1
.
3
0
EV
C
E
:
4
9
9
3
.
7
3
A.D. = 1.50
K = 90.00
135.0' VC
LP ELEV = 4992.44
LP STA = 28+95.89
PVI STA = 28+95.89
PVI ELEV = 4992.27
BC
V
S
:
2
8
+
2
8
.
3
9
BV
C
E
:
4
9
9
2
.
6
0
EC
V
S
:
2
9
+
6
3
.
3
9
EV
C
E
:
4
9
9
2
.
6
0
A.D. = 1.00
K = 135.00
-1.00%0.50%
-0.50%
PV
I
S
T
A
=
3
4
+
8
1
.
9
4
PV
I
E
L
E
V
=
4
9
9
2
.
8
3
135.0' VC
HP ELEV = 4993.05
HP STA = 27+04.57
PVI STA = 27+04.57
PVI ELEV = 4993.22
EV
C
S
:
2
7
+
7
2
.
0
7
EV
C
E
:
4
9
9
2
.
8
9
A.D. = 1.00
K = 135.00
135.0' VC
HP ELEV = 4994.18
HP STA = 33+01.30
PVI STA = 33+23.80
PVI ELEV = 4994.41
BV
C
S
:
3
2
+
5
6
.
3
0
BV
C
E
:
4
9
9
4
.
0
7
EV
C
S
:
3
3
+
9
1
.
3
0
EV
C
E
:
4
9
9
3
.
7
3
A.D. = 1.50
K = 90.00
135.0' VC
LP ELEV = 4992.44
LP STA = 28+95.89
PVI STA = 28+95.89
PVI ELEV = 4992.27
BC
V
S
:
2
8
+
2
8
.
3
9
BV
C
E
:
4
9
9
2
.
6
0
EC
V
S
:
2
9
+
6
3
.
3
9
EV
C
E
:
4
9
9
2
.
6
0
A.D. = 1.00
K = 135.00
Sheet
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(
U
L
T
I
M
A
T
E
)
39
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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.
before you dig.Call
R
CENTER LINE
W. WILLOX LANE
SCALE : 1" = 40' (H) 1" = 5' (V)
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
26
+
5
0
R1
0
LI
N
E
MA
T
C
H
ST
A
26
+
5
0
KEYMAP
T
WEST WILLOX LANE
SOFT
GOLD PARK
R10
R9
R11
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
EXISTING EDGE OF ASPHALT
FUTURE CURB & GUTTER
FUTURE RIGHT-OF-WAY
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
S
6' SIDEWALK
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 30'
NCWA EASEMENT
57'
ROW
30'
-
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
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T
9'
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I
L
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T
Y
E
A
S
E
M
E
N
T
SAINT THERESE
STREET
(SEE SHEET R1)
WEST WILLOX LANE
11' TRAVEL LANE
11' TRAVEL LANE11' TRAVEL LANE
11' TRAVEL LANE
10' LEFT TURN LANE
6' SIDEWALK
±40'
EOA -
A AH
TIE INTO
EXISTING STRIPING
TIE INTO
EXISTING STRIPING
2' SHOULDER
(MIN.)
6'
TRACT A
DE,UE,AE
PROPERTY
BOUNDARY
LOT 1 LOT 2 LOT 3
LOT 5
LOT 4
18' UTILITY EASEMENT
18' UTILITY EASEMENT
EXISTING 30' NCWA
UTILITY EASEMENT
EXISTING 10'
MOUNTAIN STATES
UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
72'
ROW
100' UNION PACIFIC
RAILROAD ROW
TRACT B
DE
STA.=19+52.96
OFFSET=11'
BEGIN 1
CONCRETE
DRIVEWAY
STA.=19+01.07
OFFSET=11'
BEGIN 1
STA.=18+93.49
OFFSET=0'
BEGIN 8
STA.=24+95.55
OFFSET=11'
END 1STA.=21+33.49
OFFSET=1'
END 8
STA.=21+33.49
OFFSET=9'
END 8
STA.=21+33.07
OFFSET=20'
BEGIN 1
STA.=21+83.49
OFFSET=20'
BEGIN 1
STA.=21+83.49
OFFSET=9'
BEGIN 8
STA.=21+83.49
OFFSET=1'
BEGIN 4
STA.=25+76.35
OFFSET=11'
END 1
STA.=24+98.49
OFFSET=0'
END 8
STA.=25+78.40
OFFSET=0'
END 8
STA.=23+38.49
OFFSET=1'
END 4
STA.=23+38.48
OFFSET=9'
CONTINUE 8
STA.=23+38.70
OFFSET=20'
CONTINUE 1
RAILROAD
PAVEMENT
MARKINGS
SPEED LIMIT
30 MPH SIGN
RR CROSSING
SIGNSTOP SIGN
EXISTING
SPEED LIMIT
40 MPH SIGN
Sheet
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40
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
/ / / / / / / /PROPOSED EDGE OF ASPHALT
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
PROPOSED LOT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
YELLOW ISLAND CROSS HATCHING10
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
L
H
D
C
B
KA
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES
10'30'10'30'10'4" BROKEN WHITE12 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
3'3'3'3'3'4" WHITE DASHED LINE
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN
MUTCD.
D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE
TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT
COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE
THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS
SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL
FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR
ON TRAFFIC MARKINGS).
O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.
STRIPING LEGEND:STRIPING NOTES:
3'3'3'3'3'8" WHITE DASHED LINE
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
30'10'30'10'
LEGEND:
EXISTING PROPERTY BOUNDARY
KEYMAP
T
WEST WILLOX LANE
SOFT
GOLD PARK
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.
before you dig.Call
R
S
WWWWWWWWWWWW W W W W W W W W W W
84
'
R
O
W
EXISTING 6' CITY OF
FORT COLLINS EASEMENT EXISTING 6' CITY OF
FORT COLLINS EASEMENT57'
ROW
30'
-
52'
-
A
A
H
3' BIKE LANE BUFFER
STA.=21+33.51
OFFSET=5'
END 8
STA.=21+33.51
OFFSET=16'
END 1
STA.=21+33.51
OFFSET=19'
END 1
℄ STA.=21+83.51
OFFSET=5'
BEGIN 4
STA.=21+83.51
OFFSET=5'
BEGIN 7
℄ STA.=21+83.51
OFFSET=16'
BEGIN 1
℄ STA.=21+83.51
OFFSET=19'
BEGIN 1
TRACT A
DE,UE,AE
EXISTING PROPERTY
BOUNDARY
6' SIDEWALK
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
SAINT THERESE
STREET
(SEE SHEET R1)
WEST WILLOX LANE
11' TRAVEL LANE
11' TRAVEL LANE
6' SIDEWALK
10' CENTER LANE
7' BIKE LANE
18' UTILITY EASEMENT 18' UTILITY EASEMENT
EXISTING 30' NCWA
UTILITY EASEMENT
EXISTING 10'
MOUNTAIN STATES
UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 30' NCWA
UTILITY EASEMENT
7' BIKE LANE
STA.=21+33.51
OFFSET=5'
END 8
7' BIKE LANE
11' TRAVEL LANE
10' TURN LANE
11' TRAVEL LANE
7' BIKE LANE
℄ STA.=24+18.51
OFFSET=5'
END 4
STA.=24+18.51
OFFSET=5'
CONTINUE 7
STA.=26+18.51
OFFSET=5'
BEGIN 8
END 7
STA.=26+18.51
OFFSET=5'
BEGIN 8
END 7
W W W W W W W W W W W
52'
-
EXISTING 10'
ROW EASEMENT
EXISTING 30'
NCWA EASEMENT EXISTING 6' CITY OF
FORT COLLINS EASEMENT
84'
ROW
3' BIKE LANE BUFFER
3' BIKE LANE BUFFER
STA.=10+00.00
OFFSET=16'
BEGIN 1
STA.=10+00.01
OFFSET=16'
BEGIN 1
℄ STA.=10+00.01
OFFSET=19'
BEGIN 1
℄ STA.=10+00.00
OFFSET=19'
BEGIN 1
℄ STA.=10+00.00
OFFSET=5'
BEGIN 8
℄ STA.=10+00.00
OFFSET=5'
BEGIN 8
11' TRAVEL LANE
10' CENTER LANE
7' BIKE LANE LANE
6' SIDEWALK
6' SIDEWALK
WEST WILLOX LANE
11' TRAVEL LANE
7' BIKE LANE LANE
OHUWW
52'
- 84'
ROW
11 TRAVEL LANE
11' TRAVEL LANE
10' CENTER LANE
7' BIKE LANE
7' BIKE LANE
6' SIDEWALK
6' SIDEWALK
WEST WILLOX LANE
Sheet
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5
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SG2
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41
NORTH
SG2
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
/ / / / / / / /PROPOSED EDGE OF ASPHALT
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
PROPOSED LOT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
YELLOW ISLAND CROSS HATCHING10
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
L
H
D
C
B
KA
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES
10'30'10'30'10'4" BROKEN WHITE12 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
3'3'3'3'3'4" WHITE DASHED LINE
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN
MUTCD.
D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE
TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT
COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE
THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS
SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL
FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR
ON TRAFFIC MARKINGS).
O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.
STRIPING LEGEND:STRIPING NOTES:
3'3'3'3'3'8" WHITE DASHED LINE
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
30'10'30'10'
LEGEND:
EXISTING PROPERTY BOUNDARY
LI
N
E
MA
T
C
H
ST
A
18
+
0
0
LI
N
E
MA
T
C
H
ST
A
18
+
0
0
LI
N
E
MA
T
C
H
ST
A
26
+
5
0
LI
N
E
MA
T
C
H
ST
A
26
+
5
0
KEYMAP
T
WEST WILLOX LANE
SOFT
GOLD PARK
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.
before you dig.Call
R
S
W
W
XXXXX
X
/ / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
X X X X X X X X X X X X
X
X
X
X
X
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
18
+
5
0
19
+
0
0
19
+
5
0
20
+
0
0
20
+
5
0
21
+
0
0
21
+
5
0
22
+
0
0
22
+
5
0
WEST WILLOX LANE
18' UTILITY EASEMENT
26' CL-FL
42' HALF ROW
PROPOSED 30" VERTICAL
CURB & GUTTER
6' SIDEWALK
WILLOX STORM WEST
SEE SHEET ST3 TRACT B
DE
FUTURE IRRIGATION LINE
(BY OTTHERS)
SAINT THERESE
STREET
PROPOSED 4'
SIDEWALK CULVERT
SE
C
T
I
O
N
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
19+00
4985
4988
4992
4996
5000
4985
4988
4992
4996
5000
0 20 400-20-40
SE
C
T
I
O
N
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
18+50
4985
4988
4992
4996
5000
4985
4988
4992
4996
5000
0 20 400-20-40
SE
C
T
I
O
N
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
19+50
4985
4988
4992
4996
5000
4985
4988
4992
4996
5000
0 20 400-20-40
49
9
3
.
5
49
9
3
.
1
SE
C
T
I
O
N
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
20+00
4985
4988
4992
4996
5000
4985
4988
4992
4996
5000
0 20 400-20-40
49
9
3
.
1
49
9
3
.
1
2
SE
C
T
I
O
N
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
20+50
4985
4988
4992
4996
5000
4985
4988
4992
4996
5000
0 20 400-20-40
49
9
2
.
9
49
9
2
.
8
6
SE
C
T
I
O
N
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
21+00
4985
4988
4992
4996
5000
4985
4988
4992
4996
5000
0 20 400-20-40
49
9
2
.
7
49
9
2
.
6
8
SE
C
T
I
O
N
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
21+50
4985
4988
4992
4996
5000
4985
4988
4992
4996
5000
0 20 400-20-40
SE
C
T
I
O
N
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
22+00
4985
4988
4992
4996
5000
4985
4988
4992
4996
5000
0 20 400-20-40
SE
C
T
I
O
N
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
22+50
4985
4988
4992
4996
5000
4985
4988
4992
4996
5000
0 20 400-20-40
49
9
2
.
6
49
9
2
.
5
7
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
GROUND
EXISTING
GROUND
-2.33%
-1.51%
-1.68%
-2.27%
-3.35%
-3.32%
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS
(LCUASS).
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
EASEMENT EDGE OF ASPHALT
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
XS1
IN
T
E
R
I
M
C
R
O
S
S
-
S
E
C
T
I
O
N
S
WE
S
T
W
I
L
L
O
X
L
A
N
E
42
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.
before you dig.Call
R
Sheet
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97
0
.
2
2
1
.
4
1
5
8
CROSS SECTION PROFILES
WEST WILLOX LANE
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
XS2XS1
S
T
S
S
S
W
/ / / / / / / // / / / / / / /
/ / / /
/
/
/
/
/ / / / / / / /
X X
X
X X
X X X X X X X X
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
E
E
E
/ / / / / / / /
T
23
+
0
0
23
+
5
0
24
+
0
0
24
+
5
0
25
+
0
0
25
+
5
0
26
+
0
0
WEST WILLOX LANE
18' UTILITY EASEMENT
26' CL-FL
42' HALF ROW
PROPOSED 30" VERTICAL
CURB & GUTTER
6' SIDEWALK
WILLOX STORM EAST
SEE SHEET ST4
SE
C
T
I
O
N
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
26+00
4985
4988
4992
4996
5000
4985
4988
4992
4996
5000
0 20 400-20-40
SE
C
T
I
O
N
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
25+00
4985
4988
4992
4996
5000
4985
4988
4992
4996
5000
0 20 400-20-40
SE
C
T
I
O
N
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
25+50
4985
4988
4992
4996
5000
4985
4988
4992
4996
5000
0 20 400-20-40
SE
C
T
I
O
N
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
23+00
4985
4988
4992
4996
5000
4985
4988
4992
4996
5000
0 20 400-20-40
49
9
2
.
6
49
9
2
.
5
8
SE
C
T
I
O
N
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
23+50
4985
4988
4992
4996
5000
4985
4988
4992
4996
5000
0 20 400-20-40
49
9
2
.
7
49
9
2
.
6
6
SE
C
T
I
O
N
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
24+00
4985
4988
4992
4996
5000
4985
4988
4992
4996
5000
0 20 400-20-40
49
9
2
.
9
49
9
2
.
8
5
SE
C
T
I
O
N
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
24+50
4985
4988
4992
4996
5000
4985
4988
4992
4996
5000
0 20 400-20-40
49
9
3
.
1
49
9
3
.
0
8
49
9
3
.
1
49
9
3
.
2
49
9
3
.
3
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
GROUND
EXISTING
GROUND
-2.34%
-1.62%
-1.41%
-1.91%
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS
(LCUASS).
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
EASEMENT EDGE OF ASPHALT
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
XS2
IN
T
E
R
I
M
C
R
O
S
S
-
S
E
C
T
I
O
N
S
WE
S
T
W
I
L
L
O
X
L
A
N
E
43
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.
before you dig.Call
R
Sheet
WI
L
L
O
X
F
A
R
M
Th
e
s
e
d
r
a
w
i
n
g
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s
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97
0
.
2
2
1
.
4
1
5
8
CROSS SECTION PROFILES
WEST WILLOX LANE
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
XS2XS1
W W W W W W
X X X X X X X X X X X X
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
92.65
92.07
92.009
2
.
0
1
9
1
.
6
1
9
1
.
6
2
9
2
.
0
7
9
2
.
3
2
9
2
.
6
5
91.739
1
.
8
9
SA
I
N
T
T
H
E
R
E
S
E
ST
R
E
E
T
WEST WILLOX
LANE
6' SIDEWALK
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
6' SIDEWALK
31" DRIVEOVER
CURB & GUTTER
31" DRIVEOVER
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
9
2
.
6
5
1.
0
%
1.
0
%
1.
5
%
0.
9
%
0.5%
0.5%
1.2
%
0.5%
1.
0
%
92.55
2.
4
%
LOT 1
LOT 2
0.5
%
0
.
5
%
92.08
0.5%0.5%
93.07
75
'
C
R
O
W
N
T
R
A
N
S
I
T
I
O
N
2.2%2.2%
9
2
.
1
1
9
2
.
1
1
92.02
9
1
.
6
5
91.52
91.77
91.84 9
1
.
8
4
9
1
.
8
1
9
1
.
5
3
9
1
.
0
9
9
1
.
0
7
9
1
.
1
0
9
0
.
7
5
9
0
.
7
5
9
1
.
2
2
1.3
%
91.37
1.0%1.0%0.6%
0.
5
%
0.
5
%
0.
2
%
0.
9
%
2
.
2
%
1.
5
%
1.
0
%
0.
7
%
1.0%
0.9%0.6%
9
2
.
2
6
2.2%2.2%
1.
3
%
1.
9
%
1.6%
1.
7
%
92.53
2.2%2.2%
60
'
C
R
O
W
N
T
R
A
N
S
I
T
I
O
N
35' CROWN TRANSITION 91.17
2.
2
%
2.
2
%
91.75
92.17
SA
I
N
T
T
H
E
R
E
S
E
ST
R
E
E
T
SAINT JOSEPH
STREET
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5' SIDEWALK
5' SIDEWALK
LOT 1 LOT 2
LOT 8
TRACT C
DE
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9' UTILITY EASEMENT
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
31" DRIVEOVER
CURB & GUTTER
31" DRIVEOVER
CURB & GUTTER
1.
5
%
1.
5
%
0.9%
0.9%
0.
5
%
0.
5
%
9
2
.
2
2
92.03
92.149
2
.
1
5
91.88
92.23
9
1
.
7
6
9
1
.
7
5
9
1
.
7
5
91.77
9
1
.
8
8
9
2
.
2
3
92.03
92
.
1
4
9
2
.
1
5
92.23
92.8092.77
1.
0
%
1.
0
%
0.5%
1.
0
%
1.
0
%
92.779
2
.
7
7
92.
3
7
9
3
.
1
9
0.5%0.5%
2.
2
%
2.
2
%
1.
5
%
1.
5
%
2.2%2.2%
92.47
91.95
0.5%0.5%
91.95
0.5%0.5%
0.6
%
1.
5
%
0.
9
%
75
'
C
R
O
W
N
T
R
A
N
S
I
T
I
O
N
93.19
0.5%0.5%
0.5%0.5%
0.9%
1.
5
%
0.
8
%
92.27
9
2
.
3
1
75
'
C
R
O
W
N
T
R
A
N
S
I
T
I
O
N
1.
2
%
2.2%2.2%
SA
I
N
T
T
H
E
R
E
S
E
ST
R
E
E
T
MOLLER STREET
5' SIDEWALK
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
LOT 13
LOT 1
LOT 1
LOT 5
BLOCK 3
BLOCK 6
BLOCK 4 BLOCK 5
5' SIDEWALK
5' SIDEWALK
92.41
92.83
9
2
.
4
1
0.5%
0.5%
91.44
91.85
91.44
0.5%
0.5%
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5'
S
I
D
E
W
A
L
K
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5'
S
I
D
E
W
A
L
K
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
0
.
4
%
0
.
5
%
1.2
%
31" DRIVEOVER
CURB & GUTTER
31" DRIVEOVER
CURB & GUTTER
9
1
.
1
4
9
1
.
1
6
9
1
.
6
8
91.61
9
2
.
1
6
9
2
.
1
6
91.49
91.51
91.27
91.
4
2
92.58
2.
2
%
2.
2
%
9
1
.
8
6
1.5%
1.0%
0.9%1.8%
0.9%
91.340.
5
%
0.
5
%
91.65
75' CROWN TRANSITION
0.5%
0.
5
%
0
.
5
%
0.
5
%
1.5%
9
1
.
7
6
9
1
.
5
6
9
1
.
1
4
2.2%2.2%
0.
5
%
9
1
.
9
1
91.49
2.2%2.2%
0.
5
%
9
1
.
3
4
0.
5
%
0.
5
%
MOLLER
STREET
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5' SIDEWALK
5' SIDEWALK
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
BLOCK 6
BLOCK 2
BLOCK 5
LOT 9
LOT 6
LOT 8
LOT 7
LOT 6
LOT 14
TRACT C
DE
TRACT D
0.
5
%
0.
5
%
0.5%
0.5%
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
31" DRIVEOVER
CURB & GUTTER
31" DRIVEOVER
CURB & GUTTER
75
'
V
E
R
T
I
C
A
L
C
U
R
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Sheet
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KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
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.
before you dig.Call
R
A INTERSECTION DETAIL B INTERSECTION DETAIL
C INTERSECTION DETAIL D INTERSECTION DETAIL
A
B
C
D
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS
(LCUASS).
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
EASEMENT EDGE OF ASPHALT
INT1
IN
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
44
91.25
91.
6
7
91.25
91.48
9
1
.
5
6
92.13
91.72
2.
1
%
2.
2
%
2.
2
%
2.
2
%
0.7%
1
.
2
%
92.1992.6092.06
2.0%2.2%
92.18
0.
6
%
1.
0
%
9
2
.
6
5
9
3
.
0
7
9
2
.
6
5
2.2%2.2%
0.
7
%
0.
7
%
0
.
6
%
0.5%
0.5%
LOT 1
LOT 2
BLOCK 6
BLOCK 3
LOT 10
LOT 8
LOT 9
SAINT GRACE
STREET
SA
I
N
T
T
H
E
R
E
S
E
ST
R
E
E
T
0.
5
%
0.
5
%
0.5%
0.5%
5' SIDEWALK
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5'
S
I
D
E
W
A
L
K
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5'
S
I
D
E
W
A
L
K
5' SIDEWALK
9' UTILITY EASE
M
E
N
T
31" DRIVEOVER
CURB & GUTTER
31" DRIVEOVER
CURB & GUTTER
U
D
90.65 9
0
.
6
2
9
0
.
3
8
9
0
.
1
9
89.92
9
0
.
0
8
90.30
90.65
90.65 9
0
.
3
8
90.30
90.42
0.5%
0.9%
0.9%
0.5%
0.5
%
0.5%
0.5
%
0.
5
%
0
.
9
%
0
.
9
%
1
.
0
%
91.07
75' CROWN TRANSITION
75
'
C
R
O
W
N
T
R
A
N
S
I
T
I
O
N
90.15
1
.
0
%
91.06
2.2%2.2%
2.
2
%
2.
2
%
9
0
.
5
4
1.0%
90.67
0.
9
%
1.2
%
SA
I
N
T
J
E
R
O
M
E
ST
R
E
E
T
SAINT GRACE
STREET
TRACT D
LOT 10
LOT 9
BLOCK 6
LOT 1
LOT 2LOT 3
BLOCK 3
TRACT A
DE,UE,AE
LOT 14
LOT 13
LOT 12
BLOCK 2
0.5%
0.5%
5' SIDEWALK
9' UTILITY EASEMENT
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5'
S
I
D
E
W
A
L
K
31" DRIVEOVER
CURB & GUTTER
31" DRIVEOVER
CURB & GUTTER
90.57
Sheet
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97
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.
2
2
1
.
4
1
5
8
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
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.
before you dig.Call
R
NORTH
E INTERSECTION DETAIL F INTERSECTION DETAIL
E F
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS
(LCUASS).
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
EASEMENT EDGE OF ASPHALT
INT2
IN
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
45
Sheet
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D1
WA
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46
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.
before you dig.Call
R
100 WATER MAIN BEDDING REQUIREMENTS
103 WATER MAIN LOWERING ANCHOR BLOCKS
101 FIRE HYDRANT INSTALLATION
102 WATER MAIN LOWERING
105 TRAFFIC-RATED CURB STOP INSTALLATION 104 TYPICAL WATER SERVICE
STEEL CASING 106
Sheet
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A
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47
202 PVC WATER MAIN TRACER WIRE
6 6 6 6 6 6 6 6 6 6 6
6
6
6
6
6
6
6
6
6
6
6
6
STREET
ST
R
E
E
T
VALVE (TYP.)
HYDRANT SECONDARY
FIRE HYDRANT
(NOTE 4)
LOCATOR
STATION, TYP.
PVC MAIN
TRACER WIRE
800' MAXIMUM DISTANCE BETWEEN LOCATOR STATIONS
6
SEE NOTE 6
(TYP.)
VALVE (TYP.)
WATER MAIN
GROUNDING
ROD, TYP.
(NOTE 5)
NOTES:
1.TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY
TO PREVENT MOVEMENT OF WIRE.
2.TRACER WIRE SHALL BE 2 #12 AWG HIGH-FLEX COPPER CLAD STEEL CONDUCTOR (HF-CCS),
INSULATED WITH A 30 MIL, HIGH DENSITY, HIGH MOLECULAR WEIGHT POLYETHYLENE (HDPE)
INSULATION, AND RATED FOR DIRECT BURIAL USE AT 30 VOLTS. HF-CCS CONDUCTOR MUST
BE A 21% CONDUCTIVITY FOR LOCATABILITY PURPOSES, RATED BREAK LOAD 282#. HDPE
INSULATION SHALL BE RoHS COMPLIANT AND UTILIZE VIRGIN GRADE MATERIAL. INSULATION
COLOR SHALL MEET THE APWA COLOR CODE STANDARD FOR IDENTIFICATION OF BURIED
UTILITIES.
3.CONNECTORS SHALL BE COPPERHEAD SNAKEBITE LOCKING CONNECTORS OR PRE-APPROVED
EQUAL. THESE CONNECTORS WILL NOT WORK WITH THHN PRODUCTS.
4.IF LOCATOR STATION IS TO BE PLACED AT A FIRE HYDRANT, PLACE IT DIRECTLY IN FRONT OF
THE FIRE HYDRANT. SEE DETAIL 25 FOR LOCATOR STATION DETAILS.
5.GROUNDING RODS SHALL BE MAGNESIUM DRIVE IN ANODE WITH HDPE CAP AND 5' OF
FACTORY INSTALLED 12 AWG COPPER CLAD STEEL WIRE WITH 30 MIL HIGH DENSITY, HIGH
MOLECULAR WEIGHT POLYETHYLENE (HDPE) INSULATION, AND RATED FOR DIRECT BURIAL
USE AT 30 VOLTS. HDPE INSULATION SHALL BE RoHS COMPLIANT AND UTILIZE VIRGIN GRADE
MATERIAL. GROUNDED RODS TO BE AT ALL DEAD END POINTS OF THE TRACER WIRE.
6.TRACER WIRE FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE
SPLICED TOGETHER.
200 STANDARD INTERIOR SETTING
FOR 3 4 IN. AND 1 IN. WATER METER
GENERAL NOTES:
NOT TO SCALE
201 TAP CONNECTION FOR CATHODICALLY
PROTECTED MAIN
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.
before you dig.Call
R
Sheet
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D
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L
S
48
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
DATE REVISED:
APPROVED:
DRAWN BY:
BEDDING REQUIRMENTS
WW-1
NBJ
4/11/11
ALTERNATE BASE
POURED INVERT
PRECAST MANHOLE BASE
2
I
N
.
M
I
N
.
SLOPE
1 IN. MIN.
8 IN. MIN.
6 IN.
15 IN. OR LESS 48 IN.
60 IN.18 IN. TO 30 IN.
72 IN.OVER 30 INCHES
MIN. MANHOLE
MINIMUM INSIDE DIAMETER OF
DIAMETER
MANHOLE SHALL BE AS FOLLOWS:
PIPE SIZE
5
F
T
.
M
I
N
.
D
E
P
T
H
CONCRETE ADJUSTMENT SHIMS
GROUTED INSIDE
ASTM C-478 ECCENTRIC CONE
PRE-FORMED PLASTIC GASKET
ASTM C-478 MANHOLE SECTIONS
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
CAST-IN-PLACE CONCRETE BASE
16 IN. MAX.
FINISHED GRADE
30
I
N
.
M
I
N
.
48
I
N
.
M
A
X
.
VA
R
I
A
B
L
E
28 IN. MAX.
24 IN.
SEE TABLE
6 IN.
12 IN.
SLOPE
1 IN./FT.
18 IN.
MAX.
MANHOLE RUNGS
12 IN. O.C.
8 IN. MIN
DATE REVISED:
APPROVED:
DRAWN BY:
STANDARD MANHOLE
WW-3
NBJ
4/11/11
PLAN VIEW
CROSS VIEW
45 ELBOW
SERVICE WYE
8 IN. PVC SEWER PIPE
COMPACTED GRANULAR MATERIAL
AIR-TIGHT PLUG WITH
4 IN. X 4 IN. MARKER
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
LEAN CONCRETE
PVC SEWER PIPE
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
LEAN CONCRETE
o
20 MIN.o
45 MAX.o
TRENCH
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
4 IN. X 4 IN.
MARKER
AIR-TIGHT PLUG
DATE REVISED:
APPROVED:
DRAWN BY:
SERVICE WYE DETAIL
WW-9
NBJ
4/11/11
300 SEWER MAIN BEDDING REQUIREMENTS
304 SERVICE WYE DETAIL
301 STANDARD MANHOLE 302 FLAT-TOP MANHOLE
POURED INVERT
1 IN. MIN.
SLOPE
PRECAST MANHOLE BASE
ALTERNATE BASE
6 IN.
8 IN. MIN
8 IN. MIN.
2 IN. MIN.
MIN. MANHOLEPIPE SIZE
MANHOLE SHALL BE AS FOLLOWS:
MINIMUM INSIDE DIAMETER OF
OVER 30 INCHES
18 IN. TO 30 IN.
15 IN. OR LESS
DIAMETER
72 IN.
60 IN.
48 IN.
PRE-FORMED PLASTIC GASKET
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
12 IN.
6 IN.
5 FT. MAX.
1 IN./FT.
SLOPE
18 IN. MAX.
MANHOLE RUNGS
12 IN. O.C. AS NEEDED
SEE TABLE
FINISHED GRADE
16 IN. MAX.
28 IN. MAX.
CAST-IN-PLACE CONCRETE BASE
ASTM C-478 MANHOLE SECTIONS
OF CONICAL TOP ASTM C-478
CONCRETE ADJUSTMENT SHIMS
GROUTED INSIDE
NOTE: IF MANHOLE DEPTH IS LESS THAN 3 FEET, TOP
SECTION SHALL HAVE A CONCENTRIC OPENING.
2 IN. MIN.
FLAT SLAB TOP SECTION IN LIEU
DATE REVISED:
APPROVED:
DRAWN BY:
FLAT-TOP MANHOLE
WW-5
NBJ
4/11/11
NO. 3 BARS @ 3 FT. CENTERS
CONTINUOUS NO. 4 BARS
CONCRETE
ENCASEMENT
SEWER
LINE
NO. 3 BARS AT
3 FT. CENTERS
CONTINUOS NO. 4 BARS
WATER LINE
10 FT. MINIMUM10 FT. MINIMUM
6 IN.
6 IN.
NOTE: CONCRETE ENCASEMENT WILL BE REQUIRED ON SEWER LINE WHEN CLEAR VERTICAL DISTANCE
FROM WATER LINE IS LESS THAN 1 FT.-6 IN. OR HORIZONTAL DISTANCE IS LESS THAN 10 FT.
BETWEEN PARALLEL LINES. CONCRETE ENCASEMENT REQUIRED IN ALL CASES WHERE SEWER
LINE IS ABOVE WATER LINE OR IS UNDER A WATERWAY CROSSING.
DATE REVISED:
APPROVED:
DRAWN BY:
CONCRETE ENCASEMENT DETAIL
WW-6
NBJ
4/11/11
303 CONCRETE ENCASEMENT DETAIL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
Sheet
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49
APPROVED:
DATE:
DRAWN BY:
1/12/00
SKC
400 STORMWATER BEDDING REQUIREMENTS
403 CURB, GUTTER, AND SIDEWALK DETAILS 401 STANDARD MANHOLE 402 SHALLOW MANHOLE WITH FLAT TOP
404 METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER
AND DETACHED SIDEWALK
APPROVED:
DATE:
DRAWN BY:
11/7/00
NBJ
APPROVED:
DATE:
DRAWN BY:
11/8/00
NBJ
APPROVED:
DATE:
DRAWN BY:
11/13/00
NBJ
APPROVED:
DATE:
DRAWN BY:D. MOGEN
7/30/2013
SECTION B-B
DETAIL 1
SECTION A-A
PLAN
SECTION C-C
CC
BB
A
A
PLAN VIEW
SECTION A-A
SECTION B-B
GENERAL NOTES:
B
A
A
B
DETAIL "A"
APPROVED:
DATE:
DRAWN BY:NBJ
12/18/00
405 METAL SIDEWALK CULVERT FOR DRIVE-OVER
CURB, GUTTER AND SIDEWALK
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.
before you dig.Call
R
SECTION B-B
DETAIL 1
SECTION A-A
PLAN
SECTION C-C
CC
BB
A
A
Sheet
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D5
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S
50
2'
TOP OF WEIR
WEIR CREST ELEV.
2'2'L2'
2-#5 BARS
1
4
(SEE NOTE)
8" MINIMUM THICKNESS
2-#5 BARS
1
4
3"
C
L
R
3"
C
L
R
NOTE:
TRENCH FOR WEIR OUTLET STRUCTURE USING NATIVE GROUND AS FORM WORK.
CONSTRUCT WEIR 8" MINIMUM THICKNESS. UPON COMPLETION OF TRENCHING,
PLACE TEMPERATURE STEEL AND CONCRETE IMMEDIATELY. FORM TOP 4".
TOP OF
BERM/EMBANKMENT
30" MIN.
APPROVED:
DATE:
DRAWN BY:
12/22/00
NBJ
GENERAL NOTES:
1. 6 IN. X 6 IN. X 10/10 WWF SHALL BE INSTALLED
IN RADIUS AND PAN.
2. MINIMUM 6 IN. WIDE PAN FOR RESIDENTIAL
STREET.
3. MINIMUM 10 FT. WIDE PAN FOR ARTERIAL AND
COLLECTOR STREETS.
501 STREET INTERSECTION GUTTER DETAIL
WITH CROSS PAN
502 CONCRETE END SECTIONS
505 4' SIDEWALK CULVERT
APPROVED:
DATE:
DRAWN BY:
01/31/01
NBJ
E
C B
E
E
C
D
PLAN
500 CONCRETE SIDEWALK CULVERT FOR
DETACHED SIDEWALK
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.
before you dig.Call
R
506 WEIR DETAIL
EMERGENCY OVERFLOW WEIR SUMMARY TABLE
Pond No.Top of Weir
Elevation (ft)
Top of Bank
Elevation (ft)
Weir Crest
Elevation (ft)
Notch Width, W,
ft Length, L (ft)
1 4987.20 4987.20 4986.20 75 4
Sheet
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A
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L
S
51
CC
A
A
B
B
SECTION C-C
SECTION A-A SECTION B-B
WELL SCREEN FLOW CONTROL PLATE
PLAN
GENERAL NOTES
SECTION D-D
D
D
A A
ABBREVIATIONS
LEGEND
ORIFICE OPENING
PLATE CENTERED
OVER PIPE OPENING
IN WALL
12" Ø HOLES FOR
3 8" Ø EXPANSION BOLTS
EMBEDDING 2" INTO
CONCRETE WALL @
6" O.C. MIN.
5 16" THICK
GALVANIZED
STEEL PLATE D
D+4"
D+4"
ORIFICE INVERT SHALL MATCH
PIPE INVERT
601
ORIFICE PLATE
(CONCRETE OUTLET STRUCTURE)
Pond ID
Orifice Opening Diameter
(in.)
Pond 1 12
604 OPEN CHANNEL DETAILS
602 WATER QUALITY OUTLET STRUCTURE
603 SMALL PIPE HEADWALL
605 CONCRETE TRICKLE PAN
600 4' CONCRETE PAN W/ CURB
FG
6" or 7"
SEE PLANS
2'
0.5'
#4@6" O.C.
#4L@12" O.C.
3"
CL
R
.
#4@12" O.C.#4L@12" O.C.
6" or 7"
SEE PLANS
APPROVED:
DATE:
DRAWN BY:
12/26/00
NBJ
APPROVED:
DATE:
DRAWN BY:NBJ
12-25-00
N.T.S.
16"
BE REFERENCED TO THE DEEPEST POINT OF THE POND.
GAUGE SHALL BE PLACED NEAR THE DEEPEST AREA OF THE POND,
IN CONCRETE WITH A DIMENSION OF 16"x14"x3' IN DEPTH. THE
AND NUMBERS SHALL BE PAINTED WITH WHITE WATERPROOF
SQUARE POSTS MEASURING 6"x8" WITH BOTH 8" SIDES ROUTED
THE GAUGE SHALL BE CONSTRUCTED OF PRESSURE TREATED
NOTE:
3'
GROUND LEVEL
CONCRETE
14"
6"
3
4
2
HE
I
G
H
T
V
A
R
I
E
S
1
8"
APPROVED:
DATE:
DRAWN BY:TDC
2/18/05
606 DETENTION POND DEPTH GAUGE
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.
before you dig.Call
R
4'
4'
1'
4986.20
4982.97
4984.97
4985.97
0.65'
1/3"
1
3
Sheet
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52
700 BIORETENTION 701 BIORETENTION - UPTURNED ELBOW OUTFALL
A A
SECTION A-A
PLAN VIEW
DIRECTION OF FLOW
COMPACTED
NATIVE SOIL
FLOWLINE OF NOTCH
RAIN GARDEN
FINISH GROUND
12" CURB HEIGHT
6.0"
DIRECTION OF FLOW
NOTE:
1.SEE GRADING PLAN FOR ELEVATIONS AND
SLOPES.
1" NOTCH
6" TYP.
VARIES
(SEE PLAN)
VA
R
I
E
S
(S
E
E
P
L
A
N
)
TYPE L RIPRAP OR
RIVER ROCK PER
PLANS
PIPE OR RUNDOWN
PIPE OR RUNDOWN
TYPE L RIPRAP OR
RIVER ROCK PER
PLANS
LIMITS OF RAIN GARDEN
BIOMEDIA SOIL
702 CONCRETE FOREBAY
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.
before you dig.Call
R
Sheet
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T
A
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L
S
53
7 3/8" (L)1 3/8"
17
"
6"
3 3/8"
14
"
FL
R 16"
R 16"
DR
I
V
E
-
O
V
E
R
C
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R
B
,
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T
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D
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K
31
"
Se
e
D
r
a
w
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n
g
1
6
0
1
10 3/4"(L)
R 16"
DR
I
V
E
-
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E
R
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R
B
,
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R
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N
D
A
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E
D
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I
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K
18
"
18
"
3 3/8"
1 3/8"
6"
R 16"
FL
14
"
6"
17
"
1
1
/
2
"
5'
(
L
)
8 5/8" (F.C.)
7 1/4" F.C.
12" (F.C.)
Sl
o
p
e
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c
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r
b
1
/
4
"
/
F
t
.
1'
m
i
n
.
(
F
.
C
.
)
48
:
1
m
i
n
.
4:
1
m
a
x
.
Ex
c
a
v
a
t
i
o
n
Fi
l
l
1'
m
i
n
.
2'
m
i
n
.
1/
4
"
/
F
t
.
CU
R
B
&
G
U
T
T
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R
I
N
A
C
U
T
O
R
F
I
L
L
6"
3'
-
9
"
(
F
.
C
.
)
Fo
r
T
h
i
c
k
n
e
s
s
2'
m
i
n
.
(
L
)
Final asphalt lift,
overlay or grade
adjustment
Depress ring 1/4" to 5/8" below
adjacent finished street grade
Slope up to match
finished pavement
Straight cut
around ring
Concrete grade ring
to match slope or
finished grade
Grade ring
Existing base course
Manhole
Shim / Grout
16
"
m
a
x
.
NOTE:
1. Grout shall be a mixture of 100 lbs Grout mix, 26 lbs
water (3.12 Gal), and 100 lbs of sand conforming to ASTM C-35.
2. Manholes shall not be located in crosspans, gutters, or wheel path.
3. Shim and grout to make ring and cover flush with the finished
pavement surface.
Cover
Support with Steel Shims and
pack with High Strength Grout
Cross section of post
SW SAMPLE AVE
2400
*12 Gauge
CRITERIA FOR SINGLE POST
Max. Sign
Panel
Telespar 22F12A O3PG
Anchor Post *
Telespar 20F12P-10PG
Post *
36"x36"2.25"x2.25"x3'-0"2"x2"x12'-0"
NOTES:
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
4. Anchor Stub and post are square steel tube (perforated).
5. All "No Parking" signs shall be installed at 45° from Flow Line.
6. R1-1 "STOP" sign 30" High Density/Diamond Grade.Sign mounted to post with 1each drive rivet with nylon
washer against sign face (on Top of the Sign). sign shall be mounted with 1 each 5/16"x2 1/2" Hew Bolt with
nylon washers against sign face (on Bottom of the Sign). Secured with 1 each 5/16" Hex Nut on the back
side of Post.
7. 4" Core Drill in Asphalt or Concrete or provide a 4" PVC sleeve cut flush to the surface for placement of
anchor post. Voids to be filled in with sand or other fine suitable material.
SW SAMPLE AVE
2400
ATTACHED SIDEWALK DETACHED SIDEWALK
8"
8"
30
"
7'
-
0
"
3' (min.)
BOC
(m
i
n
.
)
C
l
e
a
r
a
n
c
e
3'
2 each 8" Blades mounted to Post
with 4 each Drive Rivets with Nylon
Washers
8"
30
"
7'
-
0
"
1'
8"
3'
3" - 6" Above Grade (TYP)
(m
i
n
.
)
C
l
e
a
r
a
n
c
e
(min.)
Telespar Post
4" - 6" Below Grade (TYP)
Concrete or AsphaltSand or other
fine suitable material
Double Lines
Normal Width Line
4" White
4" Yellow
4" Space
4" White
Preferential lane symbol
(6' X 4') for designated
bikeways. White pavement
marking placed 65' (min) from
the projected flowline and
Pr
o
j
e
c
t
e
d
F
l
o
w
l
i
n
e
(
F
L
)
NO CROSSPAN
Continental bars (9' X 1.5'):
NO
C
R
O
S
S
P
A
N
O
R
E
X
I
S
T
I
N
G
C
R
O
S
S
P
A
N
White Stop Bar (1.5' X Length)
30' Gaps
3:1 Ratio
10' Segments
4" White
Broken Line
ST
A
N
D
A
R
D
NO
S
T
O
P
B
A
R
S
P
E
C
I
F
I
E
D
STOP BAR SPECIFIED
STOP BAR SPECIFIED
EXISTING CROSSPAN
Crosspan exits (no stop bar) -- shall
No crosspan -- shall be positioned
along projected flowline.
match the edge of the pan.
Crosspan exits (stop bar specified) --
shall be positioned along projected
flowline overlapping 4' of crosspan.
1
2
3
FL to stop bar
14.5' Projected
14.5' Stop
Bar to FL
13
'
9'
1.5'
6' Crosspan
4'
4'
4'
NOTES:
Continental crosswalk bars shall be placed centered on
each lane line & in the center of each lane. (Lanes 5'
wide or less shall not receive a bar centered in the lane.)
Both outside Continental bars shall be centered on the
curb & gutter when possible.
If 6' crosspan exists, bars to
match pan edge to 13' from
projected FL.
Exception: The downstream bike lane line shall
terminate at the curb return.
NOTE:
All longitudinal (lane) striping shall terminate at the
continental crosswalk bars when no stop bar exists. If a
stop bar is specified, the striping shall terminate at the stop
bar.
65' (min)
centered on bike lane.
PA
V
E
M
E
N
T
D
E
S
I
G
N
+
1
/
2
"
F
O
R
C
O
L
L
E
C
T
O
R
8"
M
I
N
.
F
O
R
R
E
S
I
D
E
N
T
I
A
L
.
U
S
E
C
O
N
C
R
E
T
E
10
'
M
I
N
I
M
U
M
(
A
R
T
E
R
I
A
L
)
8'
M
I
N
I
M
U
M
(
C
O
L
L
E
C
T
O
R
)
6'
M
I
N
I
M
U
M
(
L
O
C
A
L
)
CO
L
D
J
O
I
N
T
AT
1
0
'
O
.
C
.
TO
O
L
J
O
I
N
T
FO
R
P
A
N
S
O
V
E
R
4
0
'
CO
N
T
R
O
L
J
O
I
N
T
R
E
Q
U
I
R
E
D
CO
N
T
R
O
L
RO
A
D
W
A
Y
W
I
D
T
H
AL
L
I
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T
E
R
S
E
C
T
I
O
N
S
T
O
HA
V
E
A
C
C
E
S
S
R
A
M
P
S
NO
T
E
:
**
&
A
R
T
E
R
I
A
L
S
.
SI
D
E
S
.
TO
P
A
N
S
E
C
T
I
O
N
,
T
Y
P
I
C
A
L
B
O
T
H
TR
A
N
S
I
T
I
O
N
F
R
O
M
C
&
G
S
E
C
T
I
O
N
WA
L
K
8'
DO
W
E
L
L
I
F
JO
I
N
T
S
TO
O
L
J
O
I
N
T
JO
I
N
T
S
(
T
Y
P
.
)
CO
N
T
R
O
L
Ar
t
e
r
i
a
l
10
'
1
1
/
4
"
1
1
/
2
"
Co
l
l
e
c
t
o
r
8'
1"
1
1
/
8
"
Lo
c
a
l
6'
3/
4
"
7/
8
"
1
1
/
2
"
2
1
/
2
"
2"
d
8'
M
I
N
.
W
I
D
T
H
W
H
E
R
E
C
R
O
S
S
I
N
G
A
C
O
L
L
E
C
T
O
R
R
O
A
D
W
A
Y
.
**
**
LE
N
G
T
H
(f
o
r
m
o
n
o
l
i
t
h
i
c
p
o
u
r
)
THICKNESS
ASPHALT
DESIGNED
2T
*
W
ASPHALT
2T
*
W
T
W
P.C.
CROSSPAN
THICKENED
ASPHALT
THICKENED
ASPHALT
THICKNESS
DESIGNED
AND WALK
CURB, GUTTER
T = THICKNESS OF CROSSPAN
W = WIDTH OF CROSSPAN
P.C.
*-If subgrade is flyash
treated, use T instead of 2T.
800 CURB AND GUTTER/SIDEWALK 803 STANDARD MANHOLE COVER 801 STREET INTERSECTION CROSSPAN 802 ASPHALT PAVING DETAIL (CROSSPAN)
804 805SIGN POST STANDARD PAVEMENT MARKINGS
PAVEMENT MARKINGS
Projected Flowline (FL)
Broken line 4" white
10' Segments
30' Gaps
(3:1 Ratio)
Wide Lane
1.5'x9'
8" White
Line 4" white
Double Line
4" Yellow
4" Space
CROSSWALK MARKINGS:
STRIPING:
PREFERENTIAL LANE SYMBOL:
STOP LINES:
MANDATORY MOVEMENT:
1.5'x9
10
0
'
T
a
p
e
r
(
m
i
n
.
)
.2L
L
=
T
u
r
n
B
a
y
S
t
o
r
a
g
e
L
e
n
g
t
h
.4L
10'
.4L
10'
4" Ywllow
4" White Extension Line
An Engineering study should be required before crosswalk markings are installed in locations away from traffic
signals or stop signs. Continental crosswalk bars (1.5' x 9' typ.) shall be placed adjacent to the projected flowline
or abutting to existing crosspan. A bar shall be placed centered on each lane line and in the center of each lane.
Lanes 5' wide or less shall not receive a bar centered in the lane. It is important that the markings are in
alignment with the access ramps / sidewalks.
On curves:
Dotted extension of lane edge with same as
solid downstream line, 2' segments, 4' gaps.
Mandatory movement lanes shall use a
lane-use arrow marking, the word
marking "only", another lane-use arrow
marking (accompanied by signs).
Symbols & words are 8' of more in height
-- use CDOT specification sizes.
Place stop lines (1.5' x Variable typ.) only
when inportant to indicate the point
behind which vehicles are required to
stop (more often on main arterials) --
placement should ordinarily be 4' in
advance of and parallel to the nearest
crosswalk line in the absence of a marked
crosswalk, the stop line should be placed
at the desired stopping point no more
than 30' or less than 4' from the nearest
edge of the intersecting roadway.
PLS shall be used for designated
bikeways. Intersection placement -- the
symbol shall be placed downstream to
convey to turning traffic that the bike
lane exists. It shall be placed 4" down
from the PCR & centered on the bike
lane. Frequency of placement between
blocks is a matter for Engineering
judgement.
All Longitudinal (lane) striping shall
terminate at the Continental crosswalk bars
-- except the downstream bike lane which
shall terminate at the curb return. If a stop
line is in place -- upstream stripping shall
terminate at the stop line.
Not Required with lane
lengths less than 100'.
Not Required with lane
lengths less than 100'.
8" White Line
8" White Extension Line8" White
Extension
4" White Line
65' (min)
4'
Note: Two-Way Left-Turn Lane (TWLTL)
Striping
TWLTL striping is 4” yellow skip (10’ line,
30’ gap), 4” space, 4”solid yellow
806 STANDARD PAVEMENT MARKINGS W/ TURN LANE 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.
before you dig.Call
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54
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum 1
4"/ft
Maximum 3"/ft
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900 FHWA ARROWS (ELONGATED)901 SIDEWALK DETAIL 902 RESIDENTIAL LOCAL STREET ACCESS RAMPS 903 TRENCH DETAIL
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
Materials
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4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Local Entity
Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for backfill
material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of unsuitable backfill; then,
bedding material shall be placed to a level 12" above pipe.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
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ACKELSON CONNIE A. 603
W WILLOX LANE,
KAFKA, AMY
709 W WILLOX LANE,
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MATCH LINE - SEE SHEET EC2
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
EC1
EC2
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
BENCHMARK/BASIS OF BEARING:
SILT FENCE
ROCK SOCK
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS.
2.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4.REFER TO THE Final Drainage Report dated April 12, 2024 BY NORTHERN
ENGINEERING FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
WATTLE DIKE
CONCRETE WASH AREA
LEGEND:
BALE OUTLET PROTECTION
INLET PROTECTION
VEHICLE TRACKING CONTROL PAD
SF
BENCHMARK: #1
City of Fort Collins Benchmark NO. 9-07.
Elevation=4999.15
BENCHMARK: #2
NGS Benchmark V-401.
Elevation=4977.81
Basis of Bearings
Assuming the North line of the Northeast Quarter of the Northwest Quarter of
Section 2, Township, 7 North, Range 69 West of the 6th P.M., as bearing
North 89°33'13" East.
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.
before you dig.Call
R
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: WILLOX FARMS
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Straw Wattles *
Inlet Protection *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Concrete Washout Area*
Rock Socks *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
UD UD
UD
U
D
U
D
UD
UD
UD
W
W
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W
X
X
X
X
X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X
XXX
X
X
X
X
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSF
SF
PITT, JEAN
1522 WOOD LANE,
GBP LLC
1434 WOOD LANE,
PEREZ DANIEL A.
400 HICKORY STREET 149
PEREZ DANIEL A.
400 HICKORY STREET 149
SA
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EC2
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56
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
Sheet
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8
MATCH LINE - SEE SHEET EC1
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
EC1
EC2
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
BENCHMARK/BASIS OF BEARING:
SILT FENCE
ROCK SOCK
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS.
2.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4.REFER TO THE Final Drainage Report dated April 12, 2024 BY NORTHERN
ENGINEERING FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
WATTLE DIKE
CONCRETE WASH AREA
LEGEND:
BALE OUTLET PROTECTION
INLET PROTECTION
VEHICLE TRACKING CONTROL PAD
SF
BENCHMARK: #1
City of Fort Collins Benchmark NO. 9-07.
Elevation=4999.15
BENCHMARK: #2
NGS Benchmark V-401.
Elevation=4977.81
Basis of Bearings
Assuming the North line of the Northeast Quarter of the Northwest Quarter of
Section 2, Township, 7 North, Range 69 West of the 6th P.M., as bearing
North 89°33'13" East.
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.
before you dig.Call
R
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: WILLOX FARMS
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Straw Wattles *
Inlet Protection *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Concrete Washout Area*
Rock Socks *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
EC3
ER
O
S
I
O
N
C
O
N
T
R
O
L
D
E
T
A
I
L
S
57
VTC
ROCK SOCK SECTION ROCK SOCK PLAN
ROCK SOCK JOINTING
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2"100
1-1/2"90-100
1"20-55
3/4"0-15
3/8"0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
RS
001 CONCRETE WASHOUT AREA 002 ROCK SOCK 003 VEHICLE TRACKING PAD
004 SILT FENCE
SF
CWA
005 CURB INLET PROTECTION
IP
POSTS
PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
HAS BEEN EXAGGERATED.POST SHALL BE JOINED AS SHOWN, THEN
ROTATED 180° IN DIRECTION SHOWN AND
DRIVEN INTO THE GROUND.
SILT FENCE JOINTS
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE
LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR
WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES,
ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE
BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY
WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE
RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY
LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
INSTALLATION NOTES:
1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND
AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT
UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED
WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS
STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY
DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
MAINTENANCE NOTES:
1.
2.
3.
4" MIN.
4" MIN.
1 12" x 1 12" WOODEN FENCE POSTS
SF
006 SWALE WATTLE DIKE
Sheet
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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.
before you dig.Call
R
OUTLET PROTECTION
AA
PLAN VIEW
SECTION A-A
2:1
OP
WQCV
007
W WWW
W
W
W
T
W
S
S
W
T
ELECS
S
T MS
W
W
WM
W
W
T
S
MM
W
M
H Y D MM
M
M
FO
FO FO FO
XXXXXXX
G G G G
G
OHU OHU OHU OHU
FO FO FO FO
W W
X
X
W W W W W W W W W W W W W
W
FO FO
X
G G FO FOGG G G G G
X X X X X X X X X X X X X
X X X X X X X X
FO FO FO
OHU OHU OHU OHU OHU OHU
O
H
U
OHU OHU OHU OHU OHU OHU OHU
W W W W W W W
G
O
H
U
OHU
FO FO FO FO FO FO FO FO
OHU
XG
X
X
X
X X X X X X X X X
X X X X X
X
X
X
X
X
X
X
X
XXX
X
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
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X
X
X
X
X
X
X
X
X
X
X
X
FO FO FO FO FO FO FO FO
FOGGGGGGGGG
FO FO FO FO FO FO FO FOFO
E
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W
W
W
W
X
X
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OHU
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OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
X X X
XX X
W W W W W W W W W W W W W W W W
19.01 ac.
1
1
WEST WILLOW LANE
EXISTING 20' SANITARY SEWER EASEMENT TO BE VACATED WITH PLAT (ENCROACHES ON PROPERTY. SEE PLAT FOR NOTES)
EXISTING 10' UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 10'
MOUNTAIN STATES UTILITY
EASEMENT
EXISTING 30'
NCWA EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT 100' UNION PACIFIC
RAILROAD ROW
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
EXISTING 20' PUBLIC
DRAINAGE EASEMENT
TO BE CONVERTED TO
PUBLIC EASEMENT
ACKELSON CONNIE A. 603
W WILLOX LANE,
KAFKA, AMY
709 W WILLOX LANE,
PITT, JEAN
1522 WOOD LANE,
GBP LLC
1434 WOOD LANE,
PEREZ DANIEL A.
400 HICKORY STREET 149
PEREZ DANIEL A.
400 HICKORY STREET 149
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
Sheet
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NORTH
( IN FEET )
0
1 INCH = 60 FEET
60 60 120 180
DR1
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58
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
11
NOTES:
A
LEGEND:
1.REFER TO THE FINAL DRAINAGE REPORT DATED APRIL 12, 2024 BY NORTHERN
ENGINEERING FOR ADDITIONAL INFORMATION.
DR1
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.
before you dig.Call
R
HISTORIC DRAINAGE SUMMARY
Design
Point Basin ID Total Area
(acres)C2 C100 2-Yr Tc
(min)
100-Yr Tc
(min)
Q2
(cfs)
Q100
(cfs)
1 Project Area A 19.014 0.25 0.31 18.4 18.4 8.08 34.90
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
W WWW
W
S
W
T
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S
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W
W
WM
W
W
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MM
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XXXXX
X
XXXXXX
XOHU
OHU OHU OHU OHU OHU OHU
X
XXX
X X
X
X X
X
X
X X X X X X X X X X X X X X
X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
XXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
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E
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E
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E E E E
OHU
O
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OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
WWWWWWWWWWWWWWW W W W W W W W W W W W
T
A3A3
A1A1
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T
SAINT JOSEPH STREET
WILLOX LN
ACKELSON CONNIE A.
KAFKA, AMY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
S
A
I
N
T
J
E
R
O
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E
S
T
R
E
E
T
3.51
A7
1.74 ac.
A5
0.86 ac.
A8
0.56 ac.
A9
2.36 ac.
B1
3.92 ac.
OS1
0.53 ac.
OS2
0.07 ac.
OS3 0.17 ac.
OS4
1.17 ac.
A6
PROPOSED 4'
SIDEWALK CHASE
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED 4'
CONCRETE
PAN w/ CURB
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CONCRETE PAN
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED 2'
CONCRETE PAN
0.33 ac.
OS5
WILLOX STORM DRAIN
SEE SHEET ST3
WILLOX EAST STORM DRAIN
SEE SHEET ST4
1.34 ac.
OS7
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
Sheet
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59
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
1.REFER TO THE "FINAL DRAINAGE REPORT DATED APRIL 12, 2024" BY NORTHERN
ENGINEERING DATED FOR ADDITIONAL INFORMATION.
2.THE WILLOX FARM PROJECT WILL BE DETAINING THE DIFFERENCE BETWEEN THE
HISTORIC 2-YEAR EVENT AND THE DEVELOPED 100-YEAR EVENT.
3.LID MEASURES IS PROVIDED VIA RAIN GARDEN.
4.ALL PROPOSED STORM SEWER ARE TO BE PRIVATELY OWNED AND MAINTAINED.
SWALE SECTIONS
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
11
NOTES:
A
LEGEND:
MATCH LINE - SEE SHEET DR3
DR2
DR3
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.
before you dig.Call
R
DEVELOPED DRAINAGE SUMMARY
Design
Point
Basin
ID
Total
Area
(acres)
C2 C100 2-Yr Tc
(min)
100-Yr
Tc
(min)
Q2
(cfs)
Q100
(cfs)
A
a1 A1 0.71 0.55 0.69 5.00 5.00 1.12 4.87
a2 A2 2.33 0.62 0.77 10.06 10.06 3.19 15.11
a3 A3 0.60 0.46 0.58 9.72 9.72 0.62 2.89
a4 A4 0.20 0.42 0.52 9.46 9.46 0.19 0.85
a5 A5 1.71 0.35 0.44 11.39 11.39 1.28 5.66
a6 A6 1.18 0.39 0.49 12.52 12.52 0.94 4.31
a7 A7 3.52 0.63 0.79 11.54 11.54 4.65 21.47
a8 A8 0.86 0.28 0.35 9.33 9.33 0.56 2.50
a9 A9 0.56 0.73 0.91 6.10 6.10 1.09 5.06
b1 B1 2.36 0.28 0.35 13.49 13.49 1.31 5.71
b2 B2 1.10 0.67 0.84 8.14 8.14 1.77 8.35
b3 B3 0.75 0.45 0.56 8.51 8.51 0.79 3.62
Offsite Basins
os1 OS1 3.92 0.20 0.20 13.06 13.06 1.55 5.43
os2 OS2 0.53 0.54 0.54 12.27 12.27 0.59 2.05
os3 OS3 0.07 0.78 0.78 5.00 5.00 0.16 0.56
os4 OS4 0.17 0.58 0.58 5.00 5.00 0.27 0.96
os5 OS5 0.33 0.20 0.20 6.87 6.87 0.17 0.60
os6 OS6 0.19 0.23 0.23 5.28 5.28 0.13 0.44
os7 OS7 1.34 0.20 0.20 11.39 11.39 0.58 2.03
SWALE SUMMARY TABLE
SWALE
ID MIN D
MIN
TW S1 (n:1)BW S2 (n:1)Q Q*1.33
A1 - A1 0.63 26.41 13.0 2.0 27.0 8.1 10.77
A2 - A2 0.96 22.11 10.7 4.0 16.7 39.0 51.87
A3 - A3 0.78 4.90 144.0 4.0 6.0 7.8 10.37
POND SUMMARY TABLE
Pond ID Tributary
Area (ac)
Avg. Percent
Imperviousness
(%)
Extended
Detention
WQCV (ac-ft)
100-Yr
Detention
Vol. (ac-ft)
100-Yr
Detention
WSEL (ft)
Peak
Release
(cfs)
Detention Pond 15.89 42 0.01 1.92 4,986.12 6.60
W
W
T
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X
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X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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XXX X
UD UD
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2
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MOLLER STREET
SAINT GRACE STREET
PITT, JEAN
GBP LLC
PEREZ DANIEL A.
PEREZ DANIEL A.
SOFT GOLD PARK
PROPOSED DETENTION POND
100-YR DETENTION VOLUME = 1.91 AC-FT
100-YR WSEL= 4989.11
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
A4A4
2.31 ac.
A
0.71 ac.
A1
2.33 ac.
A2
0.61 ac.
A3
1.10 ac.
B2
1.74 ac.
A5
0.77 ac.
B3
0.20 ac.
A4
PROPOSED 2'
SIDEWALK CHASE
PROPOSED POND
OUTLET STRUCTURE
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
SIDEWALK CHASE
RAIN GARDEN B
BIOMEDIA AREA
RAIN GARDEN A
BIOMEDIA AREA
0.19 ac.
OS6
INLET A6
INLET A5
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN C
SEE SHEET
STORM DRAIN B
SEE SHEETST2
RG B UNDERDRAIN
RG A UNDERDRAIN
STORM DRAIN C
SEE SHEETST2
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
Sheet
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60
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
1.REFER TO THE "FINAL DRAINAGE REPORT DATED APRIL 12, 2024" BY NORTHERN
ENGINEERING FOR ADDITIONAL INFORMATION.
2.THE WILLOX FARM PROJECT WILL BE DETAINING THE DIFFERENCE BETWEEN THE
HISTORIC 2-YEAR EVENT AND THE DEVELOPED 100-YEAR EVENT.
3.LID MEASURES IS PROVIDED VIA RAIN GARDEN.
4.ALL PROPOSED STORM SEWER ARE TO BE PRIVATELY OWNED AND MAINTAINED.
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
11
NOTES:
A
LEGEND:
MATCH LINE - SEE SHEET DR2
DR3
DR2
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.
before you dig.Call
R
SWALE SECTIONS
SWALE SUMMARY TABLE
SWALE
ID MIN D
MIN
TW S1 (n:1)BW S2 (n:1)Q Q*1.33
A1 - A1 0.63 26.41 13.0 2.0 27.0 8.1 10.77
A2 - A2 0.96 22.11 10.7 4.0 16.7 39.0 51.87
A3 - A3 0.78 4.90 144.0 4.0 6.0 7.8 10.37
POND SUMMARY TABLE
Pond ID Tributary
Area (ac)
Avg. Percent
Imperviousness
(%)
Extended
Detention
WQCV (ac-ft)
100-Yr
Detention
Vol. (ac-ft)
100-Yr
Detention
WSEL (ft)
Peak
Release
(cfs)
Detention Pond 15.89 42 0.01 1.92 4,986.12 6.60
DEVELOPED DRAINAGE SUMMARY
Design
Point
Basin
ID
Total
Area
(acres)
C2 C100 2-Yr Tc
(min)
100-Yr
Tc
(min)
Q2
(cfs)
Q100
(cfs)
A
a1 A1 0.71 0.55 0.69 5.00 5.00 1.12 4.87
a2 A2 2.33 0.62 0.77 10.06 10.06 3.19 15.11
a3 A3 0.60 0.46 0.58 9.72 9.72 0.62 2.89
a4 A4 0.20 0.42 0.52 9.46 9.46 0.19 0.85
a5 A5 1.71 0.35 0.44 11.39 11.39 1.28 5.66
a6 A6 1.18 0.39 0.49 12.52 12.52 0.94 4.31
a7 A7 3.52 0.63 0.79 11.54 11.54 4.65 21.47
a8 A8 0.86 0.28 0.35 9.33 9.33 0.56 2.50
a9 A9 0.56 0.73 0.91 6.10 6.10 1.09 5.06
b1 B1 2.36 0.28 0.35 13.49 13.49 1.31 5.71
b2 B2 1.10 0.67 0.84 8.14 8.14 1.77 8.35
b3 B3 0.75 0.45 0.56 8.51 8.51 0.79 3.62
Offsite Basins
os1 OS1 3.92 0.20 0.20 13.06 13.06 1.55 5.43
os2 OS2 0.53 0.54 0.54 12.27 12.27 0.59 2.05
os3 OS3 0.07 0.78 0.78 5.00 5.00 0.16 0.56
os4 OS4 0.17 0.58 0.58 5.00 5.00 0.27 0.96
os5 OS5 0.33 0.20 0.20 6.87 6.87 0.17 0.60
os6 OS6 0.19 0.23 0.23 5.28 5.28 0.13 0.44
os7 OS7 1.34 0.20 0.20 11.39 11.39 0.58 2.03