HomeMy WebLinkAboutWILLOX FARM - PDP220008 - SUBMITTAL DOCUMENTS - ROUND 5 - UTILITY PLANSNORTH COLLEGE AVENUENORTH SHIELDS STREETWEST WILLOX LANEHICKORY STREET16'7'PARKTRAVEL7'PARK8.5'(MIN.)PKWY30' ROADWAY57' ROW (MIN.)(MIN)WALK5'UTIL.ESMT.9'9'UTIL.ESMT.(MIN.)PKWY8.5'WALK(MIN)5'(min.)Walk72' ROW (min.)46' RoadwayPkwy.6'(min.)10'Esmt.Util.15'Center12'Travel12'Travel12'8'2 LANE ARTERIAL(INTERIM WEST WILLOX LANE)46' EOA - FLRESIDENTIAL LOCAL30' FL - FL(min.)Walk84' ROW (min.)52' Roadway7'Walk(min.)(min.)Pkwy.10'Pkwy.6'(min.)10'Util.Esmt.15'Esmt.Util.15'Center10'Travel11'Travel11'3'LaneBike7'3'BikeLaneBuffer6'BikeLaneBufferLaneBike2 LANE ARTERIAL(ULTIMATE WEST WILLOX LANE)52' FL - FLShoulder2' ShoulderIrrigation DitchROWROWROWEX. ROW2% Min.Cross-slope2% Min.Cross-slope2% Min.Cross-slopeSheetWILLOX FARM These drawings are instruments
of service provided by Northern
Engineering Services, Inc. and are
not to be used for any type of
construction unless signed and
sealed by a Professional Engineer
in the employ of Northern
Engineering Services, Inc.NOT FOR CO
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of 36CS1COVER STEET1Original Field Survery:Northern EngineeringProject No. 987-012Date: November 2019Additional Field Survey:Northern EngineeringProject No. 987-012Date: May 2020FEBRUARY 2023CONTACT INFORMATIONPROJECT TEAM:VICINITY MAPNORTHCity of Fort Collins Benchmark NO. 9-07.Southeast corner of Shields ST. and Willox Lane on the South east wingwall ofthe bridge over an irrigation ditch. ELEV.=4999.15NGS 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 andpowerline crossing the drive, Note--access to the datum is through a 5-inch logocap. ELEV.=4977.81Please Note: This plan set is using NAVD88 for a vertical datum. Surroundingdevelopments have used NGVD29 Unadjusted Datum (prior City of Fort CollinsDatum) for their vertical datums.If NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) is required forany purpose, the following equation should be used:NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) = NAVD88 - 3.18'Basis of BearingsAssuming the North line of the Northeast Quarter of the Northwest Quarter ofSection 2, Township, 7 North, Range 69 West of the 6th P.M.,as bearingNorth 89°33'13" East.PROJECT BENCHMARKS:WILLOX FARMPROJECT TEAM:Kristin TurnerTB Group444 Mountain AvenueBerthoud, Colorado 80513(970) 532-5891Northern Engineering Services, Inc.Adam Boese301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970) 221-4158PLANNER/LANDSCAPE ARCHITECTOWNER/APPLICANTSITE ENGINEERSHEET INDEXA TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP 7NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOFIELD SURVEY BY:Northern Engineering Services, Inc.Bob Tessely, PLS301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970) 221-4158SITE SURVEYORTYPICAL SECTIONSPRELIMINARY DEVELOPMENT PLANS FOREarth Engineering Consultants, LLCPreliminary Subsurface Exploration ReportProposed Residential Development Willox FarmLarimer County, ColoradoEEC Project No. 1212027Date: May 6, 2021SUBSURFACE EXPLORATION BY:UTILITY CONTACT LIST: *UTILITY COMPANY* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility forthe accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility forlocating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center ofColorado (UNCC) at 811 for additional information.PHONE NUMBERENGINEERNGIEHTRONRNENGINEERNGIEHTRONRNGAS-----------------Xcel Energy-----------------------------Pat Kreager(970) 225-7840ELECTRIC--------City of Fort Collins Light & Power--Cody Snowdon(970) 416-2306CABLE-------------Comcast----------------------------------Don Kapperman(970) 567-0425TELECOM.--------CenturyLink-------------------------------William Johnson(970) 377-6401WATER------------City of Fort Collins Utilities-----------Heidi Hansen(970) 221-6854WASTEWATER--City of Fort Collins Utilities-----------Heidi Hansen(970) 221-6854STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen(970) 221-6854CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRAPPROVED:City Engineer:Approved SheetsDateWater & Wastewater UtilityApproved SheetsDateStormwater UtilityApproved SheetsDatePark Planning and DevelopmentApproved SheetsDateTraffic OperationsApproved SheetsDateEnvironmental PlannerApproved SheetsDateCity of Fort Collins, ColoradoUTILITY PLAN APPROVALAPPROVED:APPROVED:APPROVED:APPROVED:APPROVED:1CS1COVER SHEET2CS2GENERAL & CONSTRUCTION NOTES3CS3EROSION CONTROL NOTES4EX1EXISTING CONDITIONS & DEMOLITION PLANUTILITY SHEETS5OU1OVERALL UTILITY PLAN6 - 9U1 - U4UTILITY PLANS10 - 11SS1 - SS2SANITARY A PLAN & PROFILE12 - 13WT1 - WT2WATER LINE A PLAN & PROFILEGRADING SHEETS14OG1OVERALL GRADING PLAN15 - 18G1 -G4GRADING PLANSSTREET SHEETS19 - 20R1 - R2SAINT THERESE STREET PLAN & PROFILE21R3SAINT FRANCIS STREET PLAN & PROFILE22 - 23R4 - R5SAINT JOESPH STREET PLAN & PROFILE24R6MOLLER STREET PLAN & PROFILE25 R7WEST WILLOX LANE PLAN & PROFILE26 - 28R8 - R10WEST WILLOX LANE PLAN & PROFILE (ULTIMATE)29SG1WEST WILLOX LANE STRIPING PLAN30SG2WEST WILLOX LANE STRIPING PLAN (ULTIMATE)DRAINAGE SHEETS31 - 32EC1 - EC2EROSION CONTROL PLANS33EC3EROSION CONTROL DETAILS34DR1 HISTORIC DRAINAGE EXHIBIT35-36DR2-DR3DEVELOPED DRAINAGE EXHIBITPROJECTLOCATIONCapri Colorado Holdings, LLCJames Righeimer4040 MacArthur Blvd. Suite 250 Newport Beach, CA 92660GEOTECHNICAL ENGINEEREarth Engineering Consultants, LLCDavid A. Richer, PE4396 Greenfield DriveWindsor, Colorado 80550(970) 545-3908Additional Subsurface Exploration:Earth Engineering Consultants, LLCAdditional Subsurface Exploration /Geothechnical Engineering ReportProposed Willox Farm ResidentialDevelopment (Larimer County Parcel#970220003)Larimer County, ColoradoEEC Project No. 1212027Date: April 13, 2022Additional Field Survey:Majestic SurveyingProject No. 2020351Date: November 2020Additional Field Survey:Majestic SurveyingProject No. 2020351Date: April 2022
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
CS2 CONSTRUCTION NOTESGENERAL &2
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 Preliminary Drainage Report, dated Feb 21, 2023 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 Preliminary Drainage Report, dated Feb 21, 2023 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.
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
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
CS3 EROSION CONTROL NOTES3
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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PEREZ DANIEL A.//////////////////////////////
EXISTING 20' SANITARY SEWER EASEMENT TO BE VACATED WITH THIS PLAT (ENCROACHES ON PROPERTY)
EXISTING 20'
DRAINAGE EASEMENT
EXISTING 10' UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 10'
MOUNTAIN STATES UTILITY
EASEMENT TO BE PARTIALLY
VACATED WITH THIS PLAT
EXISTING 30'
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TO BE PARTIALLY
VACATED WITH THIS PLAT
REMOVE APPROXIMATELY 656' OF EXISTING BARBWIRE FENCE
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
TO BE PARTIALLY VACATED WITH THIS PLAT
EXISTING 60'
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
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 APPROXIMATELY
665' OF STRIPING
REMOVE & REPLACE APPROXIMATELY
9900 SF OF ASPHALT
EXISTING
WATER METER (TYP.)
EXISTING
WATER WATER LINE
EXISTING OVER
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TO BE REPLACED
UNDER GROUND
EXISTING
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EXISTING NoCO WATER MAIN
EXISTING
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REMOVE APPROXIMATELY
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LIMITS OF SAWCUT &
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LIMITS OF SAWCUT &
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EXISTING
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SOFT GOLD
BASEBALL DIAMOND
SOFT GOLD
PARKING LOTJENSEN GORDON L.CITY OF FORT COLLINS HICKORY VILLAGE SUBDIVISIONCITY OF FORT COLLINS////////////////////////////////////
EXISTING 10' UTILITY EASEMENT
REMOVE APPROXIMATELY 656' OF EXISTING BARBWIRE FENCE
REMOVE EXISTING TREE/BUSH
WETLAND
BOUNDARY
SHRUB &
TREE BOUNDARY
SOFT GOLD PARK
BICYCLE COURSE
TRACK RULES
SHRUB & TREE
BOUNDARY (APPROXIMATE)
CENTERLINE OF
TWO TRACK DIRT ROAD
CENTERLINE OF TWO
TRACK DIRT ROAD
CENTERLINE OF TWO
TRACK DIRT ROAD
EXISTING NATURAL
AREA SIGN
RESTROOMS
EXISTING 6'
CONCRETE TRAIL
TO BE REMOVED AND REBUILT
REMOVE EXISTING
TREES (TYP.)
EXISTING GAZEBO
EXISTING 8' CRUSHER
FINES PATH
EXISTING
TREE (TYP.)
EXISTING DOG
PARK FENCE
EXISTING 6'
CONCRETE TRAIL
REMOVE & REPLACE EXISTING
PEDESTRIAN RAMP
EXISTING
PEDESTRIAN RAMP
EXISTING 8" PVC
STORM LINE
FL = 4977.12
FL = 4977.08
FL = 4977.10
FL = 4977.22
FL = 4977.58
FL = 4977.49
FL = 4977.54
FL = 4977.60
REMOVE & REPLACE EXISTING 30" RCP
FL = 4975.55
REMOVE & REPLACE APPROXIMATELY
130 SF OF SIDEWALK
EXISTING CITY OF FORT COLLINS
"SOFT GOLD PARK" SIGN
EXISTING UNDERGROUND
ELECTRIC LINES
EXISTING
FENCE
EXISTING 36" WATER MAIN
(ANHEUSER-BUSH)
EXISTING 8"
WATER LINERELOCATE EXISTING FIRE HYDRANT
REMOVE APPROXIMATELY 110' OF EXISTING 8" WATER LINE & 8" GATE VALVE
EXISTING TREES (TYP.)
PROPOSED
SAW CUT
PROPOSED
SAW CUT
REMOVE APPROXIMATELY 3260 SQ. FT.
OF EXISTING CONCRETE TRAIL
REMOVE & REPLACE APPROXIMATELY
10,330 SQ. FT OF EXISTING ASPHALT
REMOVE EXISTING
CRUSHER FINES TRAIL
REMOVE AND RELOCATE
EXISTING IRRIGATION BOXES
REMOVE AND RELOCATE
EXISTING IRRIGATION BOXES
REMOVE APPROXIMATELY
160' OF EXISTING DOG PARK FENCE
REMOVE & RELOCATE EXISTING
WATER & IRRIGATION METERS
PROPOSED
SAW CUT
EXISTING 6'
CONCRETE TRAIL
TO BE REMOVED AND REBUILT
PROPOSED
SAW CUT
40' ROW
20' UTILITY EASEMENT
50' TEMP CONSTRUCTION EASEMENT
COFC CATHODIC PROTECTION
PROJECT EASEMENT
(WIDTH VARIES)
TEST STATION
COFC CATHODIC PROTECTION
TEST STATION ON CONCRETE PAD
HANSON WILLIAM
A/ MERIAM P
REMOVE & REPLACE
77 SF OF SIDEWALK
REMOVE & REPLACE
APPROXIMATELY 67' OF 18"
VERTICAL CURB & GUTTER
REMOVE & REPLACE
APPROXIMATELY 20' OF 18"
VERTICAL CURB & GUTTER
REMOVE & REPLACE
APPROXIMATELY 10' OF 18" VERTICAL
CURB & GUTTER
REMOVE & REPLACE
APPROXIMATELY 58' OF 18"
VERTICAL CURB & GUTTER
EXISTING WATER
SERVICE
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
EX1 DEMOLITION PLANEXISTING CONDITIONS &4
NORTH
( IN FEET )
1 inch = ft.
Feet08080
80
160 240
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
OU1
OU1
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
W WWW
W
W
W
T
W
S
S
W
T
ELECS
S
T MS
W
W
W
MT
S
MM
W
M
HY D
FO FO
W W XXXG
G
OHU OHU
FO FO
W W W W W W W W W W
WFO
X
G FO FOW
G G G
X X X
X X X X
FO FO
OHU OHU
OHU OHU
W W
FO FO
X
XXW W W W W W W
X X X X X X X
X X X X
XXXXXXXXXXXXXXXXX X
XXXXXXXXXXXXFO FO FO FO FO FO
G G G G G G
FO FO FO FO FO FO
EEEE E WWWXXOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU
XX X
XXXXXACKELSON CONNIE A. 603
W WILLOX LANE,KAFKA, AMY
PITT, JEAN
GBP LLC
EXISTING 20'
DRAINAGE EASEMENT
TO BE VACATED AND MADE PUBLIC
EXISTING 10'
UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 10' MOUNTAIN STATES
UTILITY EASEMENT
EXISTING 30'
NoCO EASEMENT
UG
E
UG
E
UGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE
T
T
SAINT THERESE STREETSAINT JOESPH STREETSAINT JOESPH STREET
MOLLER STREET
SAINT FRANCIS STREET
PEREZ DANIEL A.
400 HICKORY STREET 149
PEREZ DANIEL A.
400 HICKORY STREET 149
WEST WILLOX LANE
PROPOSED DETENTION POND
8" PVC SANITARY
SEWER (TYP.)
12" PVC SANITARY
SEWER (TYP.)
12" PVC SANITARY
SEWER (TYP.)
8" PVC SANITARY
SEWER (TYP.)
PROPOSED
FIRE HYDRANT
PROPOSED SANITARY
MANHOLE (TYP.)
PROPOSED SIDEWALK
CHASE (TYP.)
PROPOSED RAIN GARDEN
UNDER DRAIN
CONNECT TO EXISTING
12" DIP WATER LINE
PROPOSED INVERTED
SIPHON STORM/IRRIGATION
LINE BY OTHERS
PROPOSED
FES (TYP.)
8" PVC WATER
LINE (TYP.)
EXISTING NoCO
WATERLINE
12" PVC
WATER LINE
EXISTING FH
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED POND
OUTLET STRUCTURE
PROPOSED POND
OUTLET PIPE
EXISTING 6' CITY OF
FORT COLLINS EASEMENT 18" STEEL CASING
TO BE BORED UNDER
UNION PACIFIC ROW
100' UNION PACIFIC
RAILROAD ROW
REMOVABLE
BOLLARDS (TYP.)
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
12" PVC SANITARY
SEWER (TYP.)
12" PVC SANITARY
SEWER (TYP.)
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
8" PVC WATER
LINE (TYP.)
8" PVC WATER
LINE (TYP.)
WTESTSTA
CONTROLIRR CONTROLIRR CONTROLIRR
CONTROLIRR
WWEEEXXXXXXXXXVAULT
ELEC
CONTROLIRR
CONTROLIRR
CONTROLIRR
CONTROL
IRR
CONTROLIRR
CONTROL
IRR
CONTROLIRR
CONTROLIRR
ELEC
C.O.
B M
S
OHU
OHU
E
E
EEEEX X
XXXXXXXXXXXXXXXXXXXXXXXXXXX
W W Xh2oXUGEUGEUGEUGEUGEUGEUGEUGEUGEUG
E
UGEUG
E
UGEUGEUGEUGEUGEUGEUGEUGEUG
E
UGESBICYCLE COURSE
DOG PARK
SOFT GOLD PARK
BASKETBALL COURTS
EXISTING
PLAYGROUND
BASEBALL DIAMOND
PARKING LOT PEREZ DANIEL A.400 HICKORY STREET 149HICKORY STREET
EXISTING
RESTROOMS
EXISTING GAZEBO
12" SANITARY
SEWER (TYP.)
PROPOSED SANITARY
MANHOLE (TYP.)
CONNECT TO EXISTING
SANITARY MANHOLE
PROPOSED
INVERTED SIPHON
CONNECT TO EXISTING
8" PVC WATER LINE
8" PVC WATER
LINE (TYP.)
PROPOSED 6"
SEWER SERVICE
8" PVC
WATER LINE
REPLACE APPROXIMATELY 140'
OF FENCE ALONG EASEMENT LINE
EXISTING 36"
WATER LINE
18" STEEL
CASING
PROPOSED
STORM/IRRIGATION
40' ROW
20' UTILITY EASEMENT
50' TEMP CONSTRUCTION EASEMENT
COFC CATHODIC PROTECTION
PROJECT EASEMENT
(WIDTH VARIES)
TEST STATION
COFC CATHODIC PROTECTION
TEST STATION ON CONCRETE PAD
HANSON WILLIAM
A/ MERIAM P
PROPOSED
FIRE HYDRANT
REMOVABLE BOLLARDS
PROPOSED CULVERT
CONNECT TO
EXISTING STORM LINES
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
OU1 OVERALL UTILITY PLAN5
NORTH
( 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
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
ELECS
S
M
W
W
T
S
MM
W
M
HY D
FO FO FO
W W W XXXXG
G
OHU OHU
FO FO
W W W W W W W W W W W W W W W W W W
WWFO FO FO
X X
G G G FO FO FO FOW W
WWG G G G G GGXXXXX X
X X X X X X X
X
FO FO FO FO FO
OHU OHU OHU OHU
OHUOHU OHU OHU OHUWWW
FO FO FO FO
X X
XXW W W W W W W W W W W W W W W
X X X X X X X X X X X X X X
X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
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 FO
FOGEEEEEEEE E E E WWWWWWOHU
OHUOHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
T
8" PVC SEWER8" PVC SEWER12" PVC SEWER8" PVC
SEWER
8
"
PVC
S
EW
ER
8"
P
V
C
S
E
W
E
R
8" PVC SEWER
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
SAINT THERESE STREETSAINT JOESPH STREETSAINT JOESPH STREET
EXISTING 6' CITY OF
FORT COLLINS UTILITY EASEMENT
57'
ROW
57'
ROW
30'
-
30'
-
30'
-
CONNECT TO EXISTING
12" DIP WATERLINE
REMOVE STUB
ACKELSON CONNIE A.
KAFKA, AMY
PEREZ DANIEL A.
PROPOSED
12' CONCRETE TRAIL
LOT 6
LOT 9
LOT 7
LOT 8
LOT 10
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 7
LOT 1
LOT 5
BLOCK 4
TRACT A
DE,UE,AE
TRACT A
DE,UE,AE
TRACT B
DE
12" WATER (PVC)
EXISTING
FIRE HYDRANT
PROPOSED
WATER LINE CROSSING
EXISTING
NoCO WATERLINE
100' UNION PACIFIC
RAILROAD ROW
EXISTING
NoCO WATERLINE
SSMH A17
SSMH A12-7
SSMH A16
SSMH A12-6
SSMH A12-5
SSMH A12-3
SSMH A12-4
SSMH A12-2
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENTUTILITY EASEMENT
(WIDTH VARIES)
9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTWEST WILLOX LANE
6' UTILITY EASEMENT6' UTILITY EASEMENT6' UTILITY EASEMENT
6' UTILITY EASEMENT6' UTILITY EASEMENT72' ROW
18' UTILITY & DRAINAGE EASEMENT 18' UTILITY & DRAINAGE EASEMENT
EXISTING 30' NoCO
UTILITY EASEMENT
12" PVC SEWERAPPROXIMATELY 114'
OF PROPOSED 18"
STAINLESS STEEL CASING
TO BE BORED UNDER
UNION PACIFIC ROW
9' UTILITY EASEMENT9' UTILITY EASEMENT8" PVC WATER8" PVC WATER8" PVC WATER8" PVC WATER8" PVC WATER8" PVC WATER8" PVC
WATER
8
"
P
V
C
W
A
T
E
R
8"
P
V
C
W
A
T
E
R
8" PVC WATER
EXISTING 10'
MOUNTAIN STATES
UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 30' NoCO
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 EDGE
OF ASPHALT
12" WATER (PVC)
PROPOSED
12' CONCRETE TRAIL
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
U1 UTILITY PLAN6
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
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
XXXXXXXX X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X
XXXXXXXXXXXXUD UDUGEUGEUGE
UG
E
UG
E
UG
E
UG
E
UGE
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGET
XX12" PVC
S
E
W
E
R 12" PVC SEWER12" PVC SEWER12" PVC SEWER12" PVC SEWER12" PVC SEWER
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
SAINT THERESE STREETSAINT JOESPH STREETMOLLER STREET
MOLLER STREET
SAINT FRANCIS STREET
PROPOSED
FIRE HYDRANT
EXISTING 20'
DRAINAGE EASEMENT
EXISTING 10' UTILITY EASEMENT
PROPOSED POND
OUTLET STRUCTURE
PROPOSED RAIN GARDEN]
UNDER DRAIN
57'
ROW 57'
ROW
30'
-
30'
-
57'
ROW
30'
-
57'
ROW
30'
-
57'
ROW
30'
-
PROPOSED
FES
PITT, JEAN
GBP LLC PEREZ DANIEL A.
PROPOSED
FES
PROPOSED
12' CONCRETE TRAIL
PROPOSED
12' CONCRETE TRAIL
LOT 3
LOT 3LOT 4
LOT 5LOT 6
LOT 12
LOT 11
LOT 8
LOT 13
LOT 9
LOT 7
LOT 1 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 11
LOT 10
LOT 9
LOT 10
LOT 1
LOT 2
BLOCK 3
BLOCK 6 BLOCK 2
TRACT A
DE,UE,AE
TRACT D
TRACT A
DE,UE,AE
PROPOSED INVERTED
SIPHON STORM/IRRIGATION
LINE BY OTHERS
PROPOSED
TRANSFORMER
PROPOSED SINGLE
COMBINATION INLET
8" PVC WATER
PROPOSED POND
OUTLET PIPE
SSMH A15
SSMH A11
SSMH A14
SSMH A12
SSMH A10
SSMH A9
SSMH A15-1
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK
5' SIDEWALK
20.20' UTILITY EASEMENT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
9' UTILITY EASEMENT
20.22' UTILITY EASEMENT
15' UTILITY EASEMENT
9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT6' UTILITY EASEMENT6' UTILITY EASEMENTDOG PARK
6' UTILITY EASEMENT6' UTILITY EASEMENT6' UTILITY EASEMENTPROPOSED
POND BOUNDARY
50' NATURAL
FEATURE BUFFER 12" PVC SEWERSSMH A12-1
8" PVC WATER8" PVC WATER 8" PVC WATER8" PVC WATER
8
"
P
VC
W
A
T
E
R
8" PVC WATER8" PVC
W
AT
E
R
12" PVC SEWER
LOT 6
LOT 14
LOT 14
LOT 13
LOT 12
SSMH A13
TRACT C
DE
WATER LINE A
SEE SHEET WT1
SANITARY SEWER A
SEE SHEET SS1
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
U2 UTILITY PLAN7
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
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
XXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXX
X
X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUG
E
UG
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UGEUGEUGEUGEUGEUGEUGEXXX12" PVC SEWER1
2
"
P
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R12" PVC SEWER12" PVC SEWER12" PVC SEWERJENSEN GORDON L.
CITY OF FORT COLLINS
PEREZ DANIEL A.
PROPOSED
12' CONCRETE TRAIL
40' UTILITY
EASEMENT
SSMH A9
SSMH A8
SSMH A7
SSMH A6
SSMH A5
SOFT GOLD PARK
DOG PARK
CITY OF FORT COLLINS
IRRIGATION POND
50' NATURAL
FEATURE BUFFER
8" PVC WATER8" PVC WATER8" PVC WATER8
"
P
V
C
W
A
T
E
R
8" PVC WATERWATER LINE A
SEE SHEET WT1
SANITARY SEWER A
SEE SHEET SS1
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
U3 UTILITY PLAN8
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
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
WTESTSTA
CONTROL
IRR
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IRR CONTROL
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12" PVC SEWER
1
2
"
PVC
SEWER12" PVC
SEWER
CONNECT TO EXISTING
8" PVC WATER MAIN
PROPOSED
FIRE HYDRANT
PROPOSED
INVERTED SIPHON
CITY OF FORT COLLINS
CITY OF FORT COLLINS
PEREZ DANIEL A.
EXISTING 36" ANHEUSER-BUSH
WATER MAIN
EXISTING 8" PVC
WATER MAIN
EXISTING
RESTROOMS
PROPOSED
6" SANITARY SERVICE:
S=1.0%; IN. EL.=4978.85
SSMH A4
SSMH A3
SSMH A1
SSMH A2
EX-SSMH A
SOFT GOLD PARK
HICKORY STREET
BASKETBALL COURTS
EXISTING
PLAYGROUND
BASEBALL DIAMOND
PARKING LOT
FFE.
4982.6
PROPOSED
STORM/IRRIGATION
PROPOSED WATER
LINE LOWERING8" PVC
WATER
8
"
P
V
C
W
A
T
E
R
2
7
4
.89
LF8"PVCR=7
00.
0
0'12" PVC SEWER8" PVC WATERSANITARY SEWER A
SEE SHEET SS1
SANITARY SEWER A
SEE SHEET SS1
WATER LINE A
SEE SHEET WT1
40' ROW
20' UTILITY EASEMENT
50' TEMP CONSTRUCTION EASEMENT
COFC CATHODIC PROTECTION
PROJECT EASEMENT
(WIDTH VARIES)
TEST STATION
COFC CATHODIC PROTECTION
TEST STATION ON CONCRETE PAD
RELOCATE EXISTING
3
4" DOMESTIC WATER METER
HANSON WILLIAM
A/ MERIAM P
UTILITY EASEMENT
(WIDTH VARIES)
RELOCATE EXISTING
2" IRRIGATION WATER METER
EXISTING
SANITARY SEWER
PROPOSED
CULVERT
EXISTING WATER
SERVICE
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
U4 UTILITY PLAN9
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
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
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SSMH A2
STA 13+72.63
N: 137209.27
E: 192157.73
SSMH A7
STA 22+16.41
N: 137946.83
E: 191872.72
SSMH A6
STA 21+05.10
N: 137835.62
E: 191868.04
SSMH A5
STA 19+25.46
N: 137708.18
E: 191994.64
SSMH A4
STA 16+69.67
N: 137452.41
E: 191990.44
SSMH A3
STA 16+06.19
N: 137393.58
E: 192014.28
EX-SSMH A
STA 10+00.00
N: 137014.98
E: 192421.29
175.52 LF 12" PVC @ 0.86%
197.11 LF
12" PVC
@ 0.21%
63.4
8
L
F
1
2
"
P
V
C
@
0
.
2
2
%
255.80 LF
12" PVC
@ 0.22%
179.64 LF 12" PVC @ 0.22%
111.31 LF
12" PVC
@ 0.22%
196.55 LF
12" PVC
@ 0.22%
233.56 LF 12" PVC
@
0
.
2
2
%
PROPOSED
6" SANITARY SERVICE:
S=1.0%; IN. EL.=4978.85
COFC CATHODIC PROTECTION
PROJECT EASEMENT
(WIDTH VARIES)
TEST STATION
COFC CATHODIC PROTECTION
TEST STATION ON CONCRETE PAD
SSMH A1
STA 11+75.52
N: 137033.40
E: 192246.74
UTILITY EASEMENT
(WIDTH VARIES)
EXISTING WATER
SERVICE
4960
4965
4970
4975
4980
4985
4990
4995
5000
4960
4965
4970
4975
4980
4985
4990
4995
5000
9+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00 SSMH A5STA 19+25.46RIM 4982.9±INV. IN 4977.87 (NW)INV. OUT 4977.68 (S)SSMH A4STA 16+69.67RIM 4981.2±INV. IN 4977.11 (N)INV. OUT 4976.91 (S)SSMH A1STA 11+75.52RIM 4980.6±INV. IN 4975.44 (NW)INV. OUT 4975.24 (E)SSMH A3STA 16+06.19RIM 4981.0±INV. IN 4976.77 (N)INV. OUT 4976.57 (SE)EX-SSMH ASTA 10+00.00RIM 4979.4±INV. IN 4973.73 (W)175.52 LF 12" PVC
@
0
.
8
6
%
197.11 LF 12" PVC @ 0.21%
233.56 LF 12" PVC @ 0.22%
63.48 LF 12" PVC @ 0.22%
255.80 LF 12" PVC @ 0.22%SSMH A2STA 13+72.63RIM 4980.7±INV. IN 4976.05 (NW)INV. OUT 4975.85 (SE)EXISTING
GROUND
PROPOSED
GROUND
SANITARY SEWER JOINTS SHALL BE WRAPPED WITH
BUTYL ADHESIVE TAPE WITHIN 10' OF THE WATER MAIN
OR STORM DRAIN PER FCU WATER, WASTEWATER,
STORM WATER DEVELOPMENT CONSTRUCTION
STANDARDS. SANITARY SEWER SEWER MAIN SHALL BE
INSTALLED SUCH THAT A JOINT IS NOT DIRECTLY
ABOVE THE WATER MAIN OR STORM DRAIN.
30" RCP
STA.=10+50.12
INV.=4970.12
36" AB WATER
STA.=11+97.18
TOP=4974.99
18" PVC STORM
STA.=12+37.15
INV.=4972.44
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
SS1 PLAN & PROFILESANITARY LINE A10
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
SS1
SS2
PROFILE SCALE:LINEMATCHSTA19+50SANITARY LINE A
STAMATCH LINESEE SHEET19+50SS2EXISTING 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
UDUDUGE UGEUGEUGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE UGE
UG
E
UG
E
UG
E
UG
E
UG
E
UGE UGE UGEUGE
UGE
UGE
UGE UGE UGE UGE
TX
X
X
X
X
X
X
X
X
XXXXXXXXXXXX
X
SSMH A14
STA 33+87.77
N: 138643.03
E: 191770.46
SSMH A11
STA 29+31.18
N: 138550.10
E: 192176.44
SSMH A12
STA 30+71.68
N: 138653.94
E: 192081.80
SSMH A10
STA 28+48.55
N: 138467.50
E: 192173.69
SSMH A9
STA 25+60.52
N: 138272.53
E: 191961.69
SSMH A8
STA 24+12.96
N: 138125.10
E: 191955.49
SSMH A7
STA 22+16.41
N: 137946.83
E: 191872.72
SSMH A6
STA 21+05.10
N: 137835.62
E: 191868.04
SSMH A5
STA 19+25.46
N: 137708.18
E: 191994.64
255.80 LF
12" PVC
@ 0.22%179.64 LF 12" PVC @ 0.22
%
111.31 LF
12" PVC
@ 0.22%
196.55 LF
12" PVC
@ 0.22%
147.56 LF
12" PVC
@ 0.22%
288.02 LF
12" PVC
@ 0.22%
82.64 LF
12" PVC
@ 0.22%
32.12 LF
12" PVC
@ 0.22%
312.01 LF 12" PVC @ 0.22%
140.50 LF
12" PVC
@ 0.22%
298.99 LF 12" PVC @ 0.30%
SAINT JOESPH
STREET
SAINT FRANCIS
STREET EXISTING 10' UTILITY EASEMENTPROPOSED RAIN GARDEN]
UNDER DRAIN
57'
ROW
30'
-
57'
ROW
30'
-5' SIDEWALK5' SIDEWALK5' SIDEWALK
15' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT
DOG PARK
CITY OF FORT COLLINS
IRRIGATION POND6' UTILITY EASEMENTWATER LINE A
SEE SHEET WT1
BLOCK 6
BLOCK 3
BLOCK 2
LOT 3
LOT 8 LOT 10LOT 9LOT 7
LOT 1LOT 2LOT 4
LOT 11LOT 10
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 14LOT 13LOT 12
TRACT A
DE,UE,AE
TRACT D
40' UTILITY
EASEMENT
4965
4970
4975
4980
4985
4990
4995
5000
5005
4965
4970
4975
4980
4985
4990
4995
5000
5005
18+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+00
179.64 LF 12" PVC @ 0.22%
111.31 LF 12" PVC @ 0.22%
196.55 LF 12" PVC @ 0.22%
147.56 LF 12" PVC @ 0.22%
288.02 LF 12" PVC @ 0.22%
82.64 LF 12" PVC @ 0.22%SSMH A11STA 29+31.18RIM 4986.7±INV. IN 4981.27 (NW)INV. OUT 4981.08 (S)SSMH A10STA 28+48.55RIM 4986.5±INV. IN 4980.89 (N)INV. OUT 4980.70 (SW)SSMH A9STA 25+60.52RIM 4985.1±INV. IN 4980.06 (NE)INV. OUT 4979.87 (S)SSMH A8STA 24+12.96RIM 4984.6±INV. IN 4979.54 (N)INV. OUT 4979.35 (SW)SSMH A7STA 22+16.41RIM 4984.0±INV. IN 4978.91 (NE)INV. OUT 4978.72 (S)SSMH A6STA 21+05.10RIM 4983.5±INV. IN 4978.47 (N)INV. OUT 4978.27 (SE)SSMH A5STA 19+25.46RIM 4982.9±INV. IN 4977.87 (NW)INV. OUT 4977.68 (S)EXISTING
GROUND
PROPOSED
GROUND
18"
8" PVC WATER
STA.=28+34.44
TOP=4979.12
SANITARY SEWER JOINTS SHALL BE WRAPPED WITH
BUTYL ADHESIVE TAPE WITHIN 10' OF THE WATER MAIN
OR STORM DRAIN PER FCU WATER, WASTEWATER,
STORM WATER DEVELOPMENT CONSTRUCTION
STANDARDS. SANITARY SEWER SEWER MAIN SHALL BE
INSTALLED SUCH THAT A JOINT IS NOT DIRECTLY
ABOVE THE WATER MAIN OR STORM DRAIN.
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
SS2 PLAN & PROFILESANITARY LINE A11
KEYMAP
T
C.O.
WEST WILLOX LANE
SOFT
GOLD PARK
HICKORY STREET
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:LINEMATCH
STA19+50SANITARY LINE A
STAMATCH LINESEE SHEET19+50SS2EXISTING 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
SS1
SS2
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
W
TESTSTA
CON
T
R
OLIRR
CON
TR
OLIRR
CON
T
R
OLIRR
CONT
R
O
L
IRR WWWEEEEEEX
X
X
X
X
X
XXX
X
VAULT
ELEC
CON
T
R
OLIRR
CON
T
R
O
L
IRR
CONT
R
OLIRR
CONT
R
O
L
IRR
CON
TR
OLIRR
CON
T
R
O
L
IRR
CONT
R
O
L
IRR
CONT
R
O
L
IRR
ELECC.O.B M
SOHUOHUOHUEEEEE
E
E
E
EEXXXXXXXX
X
XXXEX
X
X XXW
W
W XXh2o
S
179.48 LF 8" PVC
N44°48'35"W
104.95 LF 8" PVC
N02°24'24"E
STA. 21+01.20
0.00° BEND w/ MRJ
N:137839.56
E:191878.22
STA. 22+06.15
22.50° BEND w/ MRJ
N:137944.42
E:191882.62
1
4
2
.
4
2
L
F
8
"
P
V
C
N
0
0
°
5
6
'
2
5
"
E
STA. 19+21.71
45.00° BEND w/ MRJ
N:137712.23
E:192004.71137.30
LF
8"
PVCN24°54'24"E
STA. 10+00.00
CONNECT TO EXISTING
WATER LNE
1 - 8" GV w/ MRJ
N:137033.04
E:192458.90
13.10 LF 8" PVC
N22°03'35"W
274.89 LF 8" PVC
R=700.00'
89.63 LF 8" PVC
N44°33'35"W
50.0
4
L
F
8
"
P
V
C
N22
°
0
3
'
3
5
"
W
1
1
5
.
5
7
L
F
8
"
P
V
C
N
0
0
°
5
6
'
2
5
"
E
STA. 16+13.69
22.50° BEND w/ MRJ
N:137407.90
E:192019.27
STA. 16+63.73
22.50° BEND w/ MRJ
N:137454.28
E:192000.48
STA. 17+79.30
1 - 8" GV w/ MRJ
N:137569.83
E:192002.37
UTILITY EASEMENT
(WIDTH VARIES)
PROPOSED 3
4" DOMESTIC
WATER METER
PROPOSED 2"
IRRIGATION METER
PROPOSED
FIRE HYDRANT
EXISTING 36" WATER MAIN
(ANHEUSER-BUSH)
PROPOSED INVERTED
SIPHON STORM/IRRIGATION
SANITARY SEWER A
SEE SHEET SS1
COFC CATHODIC PROTECTION
PROJECT EASEMENT
(WIDTH VARIES)
TEST STATION
EXISTING WATER
SERVICE
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
8" PVC
8" PVC
8" PVC
8" PVC
STA. 11+08.545° VERTICAL BENDT.O.P.=4973.94STA. 10+65.01.0° DEFLECTIONT.O.P.=4975.09STA. 10+25.045° VERTICAL BENDT.O.P.=4974.39STA. 12+36.10.5° DEFLECTIONT.O.P.=4973.92STA. 10+85.445.0° DEFLECTIONT.O.P.=4975.09STA. 10+87.445.0° DEFLECTIONT.O.P.=4977.01STA. 11+05.445.0° DEFLECTIONT.O.P.=4977.01STA. 21+01.2045.00° BENDT.O.P.=4977.96STA. 19+21.7145.00° BENDT.O.P.=4977.45STA. 10+00.00CONNECT TO EXISTINGWATER LINE1 - 8" GV w/ MRJT.O.P.=4974.39STA. 16+63.7322.50° BENDT.O.P.=4976.72STA. 17+79.301 - 8" GV w/ MRJT.O.P.=4977.04STA. 16+13.6922.50° BENDT.O.P.=4976.57STA. 10+56.03<edit>° BENDT.O.P.=4974.94STA. 11+22.47<edit>° BENDT.O.P.=4973.94STA. 12+36.07<edit>° BENDT.O.P.=4973.92STA. 12+49.17BEGIN HORIZONTALDEFLECTIONT.O.P.=4974.03STA. 15+24.06END HORIZONTALDEFLECTIONT.O.P.=4976.3029.6' DEF.STA. 15+09.93T.O.P.=4976.20STA. 15+39.50T.O.P.=4976.36(@ 0.2°)
36" WATER
STA.=10+96.38
TOP=4974.83
BOP = 4971.73
30" RCP STORM
STA.=10+71.60
INV.=4970.12
8" PVC
8" PVC WATER
STA.=12+17.58
TOP=4977.88
8" PVC WATER
STA.=12+15.64
TOP=4977.84
8" PVC WATER
STA.=12+13.11
TOP=4977.87
8" PVC WATER
STA.=12+11.22
TOP=4977.98
18"
EXISTING
GROUND
PROPOSED
GROUND
18"
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
WT1 PLAN & PROFILEWATER LINE A12
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
WATER LINE A
STAMATCH LINESEE SHEET21+50WT2KEYMAP
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
LIN
EMA
T
C
H STA21+50NORTH
WT1
WT2
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
8" PVC
8" PVC
STA. 30+76.945° VERTICAL BENDT.O.P.=4980.55STA. 28+25.945° VERTICAL BENDT.O.P.=4979.12STA. 23+81.00.2° DEFLECTIONT.O.P.=4978.75STA. 28+16.045° VERTICAL BENDT.O.P.=4981.50STA. 28+18.445° VERTICAL BENDT.O.P.=4979.12STA. 28+28.245° VERTICAL BENDT.O.P.=4981.50STA. 30+75.445° VERTICAL BENDT.O.P.=4982.05STA. 30+84.045° VERTICAL BENDT.O.P.=4980.55STA. 30+85.545° VERTICAL BENDT.O.P.=4982.05STA. 22+06.1522.50° BENDT.O.P.=4978.25STA. 25+48.1945.00° BENDT.O.P.=4979.81STA. 23+43.451 - 8" GVT.O.P.=4978.64STA. 24+02.7022.50° BENDT.O.P.=4978.89STA. 28+62.831 - 8" GVT.O.P.=4981.58STA. 29+08.2445.00° BENDT.O.P.=4981.68STA. 30+70.158"x8" TEE w/ MRJ1 - 8" GV (E)1 - 8" GV (S)1 - 8"x6" REDUCER (S)1 - FH ASSEMBLY (S)T.O.P.=4982.03STA. 30+23.7245.00° BENDT.O.P.=4981.93STA. 28+08.1645.00° BENDT.O.P.=4981.45STA. 30+94.13CONNECT TOWATER LINES B & C8"x8" TEE w/ MRJ2 - 8" GV (W, E)T.O.P.=4982.05STA. 30+75.42BEGIN WATERLINE LOWERINGT.O.P.=4982.05STA. 30+85.48END WATERLINE LOWERINGT.O.P.=4982.048" PVC
12" PVC SANITARY
STA.=30+80.46
INV.=4982.09
12" PVC SANITARY
STA.=28+22.12
INV.=4980.67
SANITARY SEWER JOINTS SHALL BE WRAPPED WITH
BUTYL ADHESIVE TAPE WITHIN 10' OF THE WATER MAIN
OR STORM DRAIN PER FCU WATER, WASTEWATER,
STORM WATER DEVELOPMENT CONSTRUCTION
STANDARDS. SANITARY SEWER SEWER MAIN SHALL BE
INSTALLED SUCH THAT A JOINT IS NOT DIRECTLY
ABOVE THE WATER MAIN OR STORM DRAIN.
18"
18"
EXISTING
GROUND
PROPOSED
GROUND
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXSAINT FRANCIS STREETX
XUDUD
179.48 LF 8" PVC
N44°48'35"
W
104.95 LF 8" PVC
N02°24'24"E
145.49 LF 8" PVC
N02°24'24"E
STA. 21+01.20
0.00° BEND w/ MRJ
N:137839.56
E:191878.22
STA. 22+06.15
22.50° BEND w/ MRJ
N:137944.42
E:191882.62
STA. 25+48.19
45.00° BEND w/ MRJ
N:138268.05
E:191971.51 142.42 LF 8" PVC
N00°56'25"E
STA. 19+21.71
45.00° BEND w/ MRJ
N:137712.23
E:192004.71
STA. 23+43.45
1 - 8" GV w/ MRJ
N:138068.95
E:191940.45
STA. 24+02.70
22.50° BEND w/ MRJ
N:138122.69
E:191965.40
137
.
3
0
L
F
8
"
P
V
C
N2
4
°
5
4
'
2
4
"
E
59.25 LF 8" PVC
N24°54'24"E
SAINT THERESE STREET
SAINT JOESPH STREET
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 9
LOT 7
LOT 1LOT 2
LOT 4
BLOCK 3
BLOCK 6
STA. 28+08.16
45.00° BEND w/ MRJ
N:138444.00
E:192162.90
STA. 28+62.83
1 - 8" GV w/ MRJ
N:138498.64
E:192164.48
STA. 29+08.24
45.00° BEND w/ MRJ
N:138544.04
E:192165.79
STA. 30+23.72
45.00° BEND w/ MRJ
N:138626.98
E:192085.44
STA. 30+70.15
8"x8" TEE w/ MRJ
1 - 8" GV (E)
1 - 8" GV (S)
1 - 8"x6" REDUCER (S)
N:138627.24
E:192039.01
STA. 30+75.42
BEGIN WATER
LINE LOWERING
N:138632.51
E:192039.04
STA. 30+85.48
END WATER
LINE LOWERRING
N:138642.57
E:192039.10
STA. 30+94.13
8"x8" TEE w/ MRJ
N:138651.22
E:192039.15
2
5
9
.
9
8
L
F
8
"
P
VCN4
7
°
2
4
'
2
4
"
E
54.66 LF 8" PVC
N01°39'24"E
45.41 LF 8" PVC
N01°39'24"E
115.48 LF 8" PVC
N44°05'36"
W
46.42 LF 8" PVC
N89°40'44"W
10.06 LF 8" PVC
N00°19'16"E
8.65 LF 8" PVC
N00°19'14"E
5.28 LF 8" PVC
N00°19'16"E
LOT 14LOT 13LOT 12
EXISTING 10' UTILITY EASEMENTDOG PARK
STA. 17+79.30
1 - 8" GV w/ MRJ
N:137569.83
E:192002.37
57'
ROW
30'
FL - FL
PROPERTY
BOUNDARY
PROPOSED 12" PVC
SANITARY LINE
PROPOSED 12" PVC
SANITARY LINE
PROPOSED 8" PVC
WATER LINE
40' UTILITY
EASEMENT
PROFILE SCALE:
WATER LINE A
STAMATCH LINESEE SHEET21+50WT1KEYMAP
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
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
WT2 PLAN & PROFILEWATER LINE A13
( 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
LINEMATCHSTA21+50NORTH
WT1
WT2
T
S
T
T
TXXXXX X X X
X X X X
X
XXX X X X X X X
X X X X
XXXXXXXXXXXXXXXXX X
XXXXXXXXXXXXXXX0.4
%0.6%0.8%0.2%0.6%1.0%0.5%1.5%2.2%4.0%
2.3
%
2.0%
21.5%
9.1%
3.
5%0.5%14.3%
22.0%
21.6%
20.4%
26.2%
6.6%3.1%17.7%
1.4%3.6%SAINT THERESE STREETSAINT THERESE STREETSAINT JOESPH STREETMOLLER STREET
SAINT FRANCIS STREET
PROPOSED POND
PROPOSED
IRRIGATION PIPE
PROPOSED RAIN GARDEN
UNDER DRAIN
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 9
LOT 7
LOT 8
LOT 10
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 4
BLOCK 3
BLOCK 6
BLOCK 2
TRACT B
DE
TRACT A
DE,UE,AE
TRACT D
TRACT A
DE,UE,AE
PROPOSED INVERTED
SIPHON STORM/IRRIGATION
LINE BY OTHERS
PROPOSED RAIN GARDEN
A4
A4
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
A5A5
A6A6
EXISTING 20'
DRAINAGE EASEMENT
EXISTING 10'
UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 10' MOUNTAIN STATES
UTILITY EASEMENT
EXISTING 30'
NoCO 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
TESTSTA
CONTROLIRR
CONTROL
IRR
CONTROLIRR
CONTROLIRRCONTROLIRR
XXXXXXXXXC.O.XX XXXXXXXXXXXXXXXXXXXXX
XSOFT 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)
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
OG1 OVERALL GRADING PLAN14
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
A1 - A1 0.78 19.92 6.0 2.0 8.0 8.90
A2 - A2 0.96 22.44 8.0 2.0 6.0 14.60
A3 - A3 0.78 13.52 5.0 2.0 4.0 7.70
A4 - A4 1.03 20.36 7.0 2.0 5.0 17.20
A5 - A5 0.37 24.62 9.0 2.0 17.0 2.60
A6 - A6 0.34 16.28 9.0 2.0 8.0 1.70
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
S
T
S
S
M
W
W
T
S
MM
W
MXXXXXX
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 X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X
X
XEEEEEEE
E E E E
0.4
%0.6%0.8%0.5%1.5%2.2%4.0%
2.3
%
2.0%
21.5%
20.4%
26.2%
6.6%3.1%17.7%
1.4%3.6%EXISTING 6' CITY OF
FORT COLLINS EASEMENT
57'
ROW
57'
ROW
30'
-
30'
-
30'
-9' UTILITY EASEMENT9' UTILITY EASEMENTSAINT THERESE STREETSAINT JOESPH STREETMOLLER STREET
MOLLER STREET
###################
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT
WEST WILLOX LANE
ACKELSON CONNIE A.
KAFKA, AMY
PEREZ DANIEL A.
PROPOSED IRRIGATION PIPE
PROPOSED 12'
CONCRETE TRAIL
PROPOSED INVERTED
SIPHON STORM/IRRIGATION
LINE BY OTHERS
PROPOSED
SIDEWALK CHASE
A3A3
A1A1
6' UTILITY EASEMENT6' UTILITY EASEMENT6' UTILITY EASEMENT
6' UTILITY EASEMENT6' UTILITY EASEMENT100' UNION PACIFIC
RAILROAD ROW
PROPOSED SINGLE
COMBINATION INLET 9' UTILITY EASEMENTLOT 7
LOT 5
LOT 4
LOT 6
LOT 9
LOT 7
LOT 8
LOT 10
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 7
LOT 1
TRACT B
DE
BLOCK 4
BLOCK 2
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
72' ROW
EXISTING 30' NoCO
UTILITY EASEMENT
EXISTING 10'
MOUNTAIN STATES
UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 30' NoCO
UTILITY EASEMENT
UTILITY EASEMENT
(WIDTH VARIES)
20.20' UTILITY EASEMENT20.22' UTILITY EASEMENT
A5A5
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
G1 GRADING PLAN15
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
A1 - A1 0.78 19.92 6.0 2.0 8.0 8.90
A2 - A2 0.96 22.44 8.0 2.0 6.0 14.60
A3 - A3 0.78 13.52 5.0 2.0 4.0 7.70
A4 - A4 1.03 20.36 7.0 2.0 5.0 17.20
A5 - A5 0.37 24.62 9.0 2.0 17.0 2.60
A6 - A6 0.34 16.28 9.0 2.0 8.0 1.70
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
XXXXXXXX X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X
XXXXXXXXXXXXXXUD UD0.2%0.6%1.0%0.5%21.5%
9.1%
3.
5%0.5%14.3%
22.0%
21.6%
EXISTING 20'
DRAINAGE EASEMENT
EXISTING 10'
UTILITY EASEMENT
57'
ROW 57'
ROW
30'
-
30'
-
30'
-
57'
ROW
30'
-
57'
ROW
30'
-
57'
ROW
30'
-
9' UTILITY EASEMENT
9' UTILITY EASEMENT
PROPOSED SIDEWALK CHASE
PROPOSED CONCRETE
CULVERTSAINT THERESE STREETSAINT JOESPH STREETMOLLER STREET
MOLLER STREET
SAINT FRANCIS STREET
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK
5' SIDEWALK
PROPOSED POND
PROPOSED RAIN
GARDEN
PROPOSED RAIN GARDEN
UNDER DRAIN9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTPITT, JEAN
GBP LLC PEREZ DANIEL A.
PROPOSED 12'
CONCRETE TRAIL
PROPOSED 12'
CONCRETE TRAIL
PROPOSED INVERTED
SIPHON STORM/IRRIGATION
LINE BY OTHERS
A2A2
A4
A4
A3A3
POND 1
100-YR DETENTION VOLUME = 2.20 AC-FT
100-YR WSEL=4984.47
PROPOSED POND
OUTLET STRUCTURE
PROPOSED POND
OUTLET PIPE 6' UTILITY EASEMENT6' UTILITY EASEMENT6' UTILITY EASEMENT6' UTILITY EASEMENT6' UTILITY EASEMENTPROPOSED SINGLE
COMBINATION INLET
LOT 8
LOT 7
LOT 11
LOT 10
LOT 9
LOT 10
LOT 1
LOT 2LOT 3LOT 4
LOT 5LOT 6
LOT 12
LOT 11
LOT 8
LOT 13
LOT 9
LOT 7
LOT 1 LOT 1
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 3
BLOCK 6
BLOCK 2
LOT 14
LOT 6
LOT 14
LOT 13
LOT 12
PROPOSED SINGLE
COMBINATION INLET
20.20' UTILITY EASEMENT
15' UTILITY EASEMENT
20.22' UTILITY EASEMENT
15' UTILITY EASEMENT
DOG PARK
A6A6
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
G2 GRADING PLAN16
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
A1 - A1 0.78 19.92 6.0 2.0 8.0 8.90
A2 - A2 0.96 22.44 8.0 2.0 6.0 14.60
A3 - A3 0.78 13.52 5.0 2.0 4.0 7.70
A4 - A4 1.03 20.36 7.0 2.0 5.0 17.20
A5 - A5 0.37 24.62 9.0 2.0 17.0 2.60
A6 - A6 0.34 16.28 9.0 2.0 8.0 1.70
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
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXJENSEN GORDON L.CITY OF FORT COLLINS
PEREZ DANIEL A.
PROPOSED 12'
CONCRETE TRAIL
40' UTILITY
EASEMENT
50' NHBZ
SOFT GOLD PARK
DOG PARK
CITY OF FORT COLLINS
IRRIGATION POND
142' OF PROPOSED
DOG PARK FENCE
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
G3 GRADING PLAN17
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
A1 - A1 0.78 19.92 6.0 2.0 8.0 8.90
A2 - A2 0.96 22.44 8.0 2.0 6.0 14.60
A3 - A3 0.78 13.52 5.0 2.0 4.0 7.70
A4 - A4 1.03 20.36 7.0 2.0 5.0 17.20
A5 - A5 0.37 24.62 9.0 2.0 17.0 2.60
A6 - A6 0.34 16.28 9.0 2.0 8.0 1.70
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
TESTSTAXXXXXX
B MXXXXXXXXXXXXXXXXXXXXX
X X
XXXXX/ /
/
/
/
/
/
/
CITY OF FORT COLLINS
CITY OF FORT COLLINS
PEREZ DANIEL A.
HICKORY STREET
40' ROW
20' UTILITY EASEMENT
50' TEMP CONSTRUCTION EASEMENT
COFC CATHODIC PROTECTION
PROJECT EASEMENT
(WIDTH VARIES)
PROPOSED
STORM/IRRIGATION
BASKETBALL COURTS
EXISTING
PLAYGROUND
BASEBALL DIAMOND
SOFT GOLD PARK
REBUILD APPROXIMATELY
68' OF 18" VERTICAL CURB & GUTTER
REBUILD APPROXIMATELY
20' OF 18" VERTICAL CURB & GUTTER
HANSON WILLIAM
A/ MERIAM P
PROPOSED 12'
CONCRETE TRAIL
RE-PAVE APPROXIMATELY
10,330 SF OF ASPHALT
REPLACE APPROXIMATLEY
77 SF OF SIDEWALK
REBUILD APPROXIMATELY
10' OF 18" VERTICAL CURB & GUTTER
UTILITY EASEMENT
(WIDTH VARIES)
REBUILD APPROXIMATELY
58' OF 18" VERTICAL CURB & GUTTER
PROPOSED
INVERTED SIPHON
CONSTRUCT APPROXIMATELY
130 LF OF 18" VERTICAL CURB & GUTTER
PROPOSED
CULVERT
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
G4 GRADING PLAN18
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
A1 - A1 0.78 19.92 6.0 2.0 8.0 8.90
A2 - A2 0.96 22.44 8.0 2.0 6.0 14.60
A3 - A3 0.78 13.52 5.0 2.0 4.0 7.70
A4 - A4 1.03 20.36 7.0 2.0 5.0 17.20
A5 - A5 0.37 24.62 9.0 2.0 17.0 2.60
A6 - A6 0.34 16.28 9.0 2.0 8.0 1.70
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
SAINT THERESE STREET
30'
FL-FL
5 ' SIDEWALK
5 ' SIDEWALK
5 ' SIDEWALK
SAINT JOESPH STREET
(SEE SHEET R4)
WEST WILLOX LANE
(SEE SHEET R9)
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LOT 10
BLOCK 4TRACT B
DE
TRACT A
DE,UE,AE
LOT 3LOT 4LOT 5
LOT 7
LOT 6LOT 9 LOT 7LOT 8
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
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+004992.334992.904993.654993.824993.234991.874992.134992.574993.124993.304993.474993.814993.894993.904993.684993.534993.384993.084992.934992.78-1.85%2.00%
0.70%-0.60%PVI STA = 10+00.00PVI ELEV = 4992.33PVI STA = 10+31.00PVI ELEV = 4991.7075.0' VC
PVI STA = 10+86.00
PVI ELEV = 4992.85
BVCS: 10+48.52BVCE: 4992.10EVCS: 11+23.48EVCE: 4993.11A.D. = 1.30
K = 57.73
100.0' VC
HP ELEV = 4993.91
HP STA = 12+63.78
PVI STA = 12+59.88
PVI ELEV = 4994.07
BVCS: 12+09.88BVCE: 4993.72EVCS: 13+09.88EVCE: 4993.77A.D. = 1.30
K = 76.83
PROPOSED GRADE
EXISTING GROUND
PROPOSED GRADE EXISTING GROUND
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
R1 PLAN & PROFILESAINT THERESE STREET19
NORTH
CENTERLINE
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 ASPHALTLINEMATCHSTA15+00( IN FEET )
1 inch = ft.
Feet04040
40
80 120
STAMATCH LINESEE SHEET15+00R2CALL 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
SAINT THERESE STREET
STA. = 16+92.28
(SAINT THERESE ST)
STA. = 12+68.70
(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 FRANCIS STREET
(SEE SHEET R3)
STA. = 19+95.88
(SAINT THERESE ST)
STA. = 10+00.00
(SAINT FRANCIS ST)
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
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+504992.034991.434990.834990.234992.484992.334992.184991.884991.734991.584991.284991.134990.984990.684990.534990.384990.044989.854989.67PROPOSED GRADE
EXISTING GROUND PROPOSED GRADE EXISTING GROUND
-0.75%
-0.60%PVI STA = 19+01.98PVI ELEV = 4990.21PVI STA = 19+95.88PVI ELEV = 4989.51SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
R2 PLAN & PROFILESAINT THERESE STREET20
NORTH
CENTERLINE
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 ASPHALTLINEMATCHSTA15+00( IN FEET )
1 inch = ft.
Feet04040
40
80 120
STAMATCH LINESEE SHEET15+00R1CALL 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
STA. = 10+00.00
(SAINT FRANCIS ST)
STA. = 19+95.88
(SAINT THERESE ST)
30'
-
57'
ROW
5' SIDEWALK
5' SIDEWALK
PROPOSED
CONCRETE CULVERT
15' UTILITY EASEMENT
9' UTILITY EASEMENT
SAINT FRANCIS STREET
SAINT THERESE STREET
(SEE SHEET R2)SAINT JOESPH STREET
(SEE SHEET R5)
PROPOSED 12'
CONCRETE PAN
PROPOSED
SIDEWALK CHASE
LOT 10LOT 1
LOT 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. = 12+94.09
(SAINT FRANCIS ST)
STA. = 19+68.91
(SAINT JOESPH 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 13+504989.514989.324989.134988.954988.834988.704988.584988.454988.254987.934987.484986.98-0.75%
-2.00%
-0.50%PVI STA = 10+00.00PVI ELEV = 4989.51PVI STA = 10+72.82PVI ELEV = 4988.96PVI STA = 12+88.29PVI ELEV = 4986.6875.0' VC
PVI STA = 12+10.04
PVI ELEV = 4988.28
BVCS: 11+72.55BVCE: 4988.46EVCS: 12+47.52EVCE: 4987.53A.D. = 1.50
K = 49.98
PROPOSED GRADE
EXISTING GROUND
PROPOSED GRADE EXISTING GROUND
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
R3 PLAN & PROFILESAINT FRANCIS STREET21
NORTH
CENTERLINE
SAINT FRANCIS 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
XXXXXXXEEEEE E
5' SIDEWALK
5' SIDEWALK
5' S
IDEWALK
TRACT A
DE,UE,AE
STA. = 10+00.00
(SAINT JOSEPH STREET)
STA. = 12+40.94
(SAINT THERESE STREET)
LOT 6
LOT 9
LOT 7
LOT 8
BLOCK 4
PROPOSED DRIVEOVER
CURB & GUTTER
SAINT THERESE STREET
(SEE SHEET R1)
LOT 4
BLOCK 1
LOT 5
LOT 8
LOT 6
LOT 7
LOT 9 LOT 1
TRACT C
DE
UTILITY EASEMENT
(WIDTH VARIES)
9' UTILITY EASEMENT
R25'
R25'SAINT JOESPH STREET
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
9+50 10+00 11+00 12+00 13+00 13+50
PROPOSED GRADE
EXISTING GROUND
PROPOSED GRADE EXISTING GROUND
4992.334991.754993.344992.884992.554992.184992.044991.894991.604991.454991.314991.01-2.20%-2.00%
-0.58%PVI STA = 10+00.00PVI ELEV = 4993.86PVI STA = 10+14.32PVI ELEV = 4993.5575.0' VC
PVI STA = 10+65.00
PVI ELEV = 4992.53
BCVS: 10+27.50BVCE: 4993.29ECVS: 11+02.50EVCE: 4992.32A.D. = 1.42
K = 52.89
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
R4 PLAN & PROFILESAINT JOESPH STREET22
NORTH
CENTERLINE
SAINT JOESPH 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
LINE
MAT
C
H
STA
13+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
RSTAMATCH LINESEE SHEET13+00R5KEYMAP
T
WEST WILLOX LANE
SOFT
GOLD PARK
R4
R5
E E EE30'
-
57'
ROW
30'
-
57'
ROW
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK
5' SIDEWALK5' SIDEWALK
5' SI
D
E
W
A
L
K
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 12'
CONCRETE PAN
PROPOSED
CONCRETE
CULVERT
PROPOSED 6'
CONCRETE PAN
LOT 7LOT 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
SIDEWALK CHASE
PROPOSED DRIVEOVER
CURB & GUTTER
PROPOSED DRIVEOVER
CURB & GUTTER
STA. = 19+68.91
(SAINT JOSEPH STREET)
STA. = 12+94.09
(SAINT FRANCIS ST)
LOT 8
LOT 2
SAINT JOESPH STREET
SAINT JO
E
S
P
H
S
T
R
E
E
T
MOLLER STREET
(SEE SHEET R7)
SAINT FRANCIS STREET
(SEE SHEET R3)
LOT 9
LOT 14LOT 13
LOT 12
LOT 11
LOT 10
LOT 1
LOT 2
LOT 3
LOT 6 LOT 14LOT 13LOT 12
R25'R25'
R25'
STA. = 16+65.50
(SAINT JOSEPH STREET)
STA. = 15+79.96
(MOLLER STREET)
4980
4985
4990
4995
5000
5005
4980
4985
4990
4995
5000
5005
12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
PROPOSED GRADE
EXISTING GROUND
4990.584989.994989.414988.864988.364987.834991.314991.014990.874990.724990.434990.284990.144989.854989.704989.554989.264989.114988.994988.744988.614988.494988.244988.114987.994987.554987.14-2.00%
-0.58%
-0.50%PVI STA = 16+50.00PVI ELEV = 4989.11PVI STA = 19+68.91PVI ELEV = 4986.7775.0' VC
PVI STA = 19+18.91
PVI ELEV = 4987.77
BVCS: 18+81.41BVCE: 4987.96EVCS: 19+56.41EVCE: 4987.02A.D. = 1.50
K = 50.00
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
R5 PLAN & PROFILESAINT JOESPH STREET23
NORTH
CENTERLINE
SAINT JOESPH 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 ASPHALTLINEMATCHSTA13+00( IN FEET )
1 inch = ft.
Feet04040
40
80 120
STAMATCH LINESEE SHEET13+00R4CALL 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
XXXXXSTA. = 12+68.70
(MOLLER STREET)
STA. = 16+92.47
(SAINT THERESE STREET)
STA. = 15+79.96
(MOLLER STREET)
STA. = 14+55.87
(SAINT JOESPH STREET)
30'
-
57'
ROW
30'
-
57'
ROW
5' SIDEWALK
5' SIDEWALK5' SIDEWALK
5' SIDEWALK
MOLLER STREET
EXISTING 20'
DRAINAGE EASEMENT
PROPOSED
BARRICADES
SAINT THERESE STREET
(SEE SHEET R2)SAINT JOESPH STREET
(SEE SHEET R4)
LOT 1 LOT 1
LOT 6LOT 5
LOT 8
LOT 7
LOT 9LOT 13
BLOCK 4 BLOCK 5
BLOCK 6
BLOCK 2
BLOCK 3
6' CONCRETE PAN
PROPOSED INVERTED
SIPHON STORM/IRRIGATION
LINE BY OTHERS
PROPOSED DRIVEOVER
CURB & GUTTER
PROPOSED DRIVEOVER
CURB & GUTTER
20.20' UTILITY EASEMENT
15' UTILITY EASEMENT
20.22' UTILITY EASEMENT
15' UTILITY EASEMENT
LOT 14
TRACT B
DE
TRACT D
TRACT C
DE LOT 6
LOT 7LOT 4
LOT 5
LOT 10
6' CONCRETE PAN
R25'
R25'
R25'
R25'
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 16+00 16+504989.004988.954989.104989.464989.934990.414990.894991.154991.214991.714992.174992.364992.254991.904991.534991.154990.784990.334989.834989.82PROPOSED GRADE
EXISTING GROUNDPROPOSED GRADE EXISTING GROUND
2.20%
-0.50%
1.91%
2.20%-2.20%2.00%-1.50%
-2.00%
25.00%PVI STA = 10+94.12PVI ELEV = 4987.53PVI STA = 15+79.96PVI ELEV = 4989.93PVI STA = 15+63.13PVI ELEV = 4989.54PVI STA = 12+53.70PVI ELEV = 4990.96PVI STA = 12+68.70PVI ELEV = 4991.29PVI STA = 12+85.54PVI ELEV = 4990.89PVI STA = 15+09.73PVI ELEV = 4990.6375.0' VC
HP ELEV = 4992.36
HP STA = 13+78.68
PVI STA = 13+73.32
PVI ELEV = 4992.68
BVCS: 13+35.82BVCE: 4991.93EVCS: 14+10.82EVCE: 4992.12A.D. = 3.50
K = 21.43
75.0' VC
LP ELEV = 4988.95
LP STA = 11+18.62
PVI STA = 11+40.56
PVI ELEV = 4988.80
BCVS: 11+03.06BVCE: 4988.98ECVS: 11+78.06EVCE: 4989.51A.D. = 2.41
K = 31.12
15" HDPE
STA.=11+11.58
INV.=4981.81
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
R6 PLAN & PROFILEMOLLER STREET24
NORTH
CENTERLINE
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
R7
KEYMAP
T
WEST WILLOX LANE
SOFT
GOLD PARK
S
S
S
MS
W
W
W
MW
W
S
MM
WXXXXXXXXXXX
X
X X X X X X X X X X X X X X
X X X X X X X X
XXXXEEWEST WILLOX LANE
6' SIDEWALK
72'
ROW
EXISTING 6' CITY OF
FORT COLLINS EASEMENT57'
ROW
30'
-9' UTILITY EASEMENT6' SIDEWALK
9' UTILITY EASEMENT40'
EOA -
SAINT THERESE STREET
(SEE SHEET R1)
TRACT B
DE
TRACT A
DE,UE,AEPROPOSED
SIDEWALK CHASE
PROPOSED ROW
EXISTING ROW
EXISTING 10'
ROW EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
RAILROAD
TRACKS
EX. 15" METAL EX. 12" RCP
EXISTING
DRIVEWAY
EXISTING
DRIVEWAY
EXISTING
DRIVEWAY
EXISTING
DRIVEWAY
EXISTING EDGE OF
ASPHALT
EXISTING
EDGE OF ASPHALTEXISTING
EDGE OF ASPHALT
EDGE OF PROPOSED SAW CUT
TIE TO EXISTING
EDGE OF ASPHALT
TIE TO EXISTING
EDGE OF ASPHALT
EDGE OF
PROPOSED SAW CUT
TIE TO EXISTING
EDGE OF ASPHALT
TIE TO EXISTING
EDGE OF ASPHALT
PROPOSED 10'
CONCRETE PAN
100' UNION PACIFIC
RAILROAD ROW
72' ROW
18' UTILITY & DRAINAGE EASEMENT
18' UTILITY & DRAINAGE EASEMENT
EXISTING 30' NoCO
UTILITY EASEMENT
EXISTING EDGE
OF ASPHALT
4985
4990
4995
5000
5005
5010
4985
4990
4995
5000
5005
5010
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
-0.50%1.00%PVI STA = 20+00.00PVI ELEV = 4993.12PVI STA = 24+75.00PVI ELEV = 4993.14145.0' VC
LP ELEV = 4991.79
LP STA = 22+91.38
PVI STA = 23+15.51
PVI ELEV = 4991.55
BCVS: 22+43.01BVCE: 4991.91ECVS: 23+88.01EVCE: 4992.27A.D. = 1.49
K = 97.05
4993.124992.994992.874992.754992.624992.504992.374992.254992.124992.004991.884991.804991.794991.854991.964992.154992.394992.644992.894993.144993.144993.364993.504993.564993.544993.444993.314993.184993.044994.884994.624994.374994.124993.874993.624993.374993.12PROPOSED GRADE
EXISTING GROUND
FUTURE GRADE
EXISTING GROUND
FUTURE GRADE
EXISTING GROUND
EXISTING GROUNDFUTURE GRADE EXISTING GROUNDFUTURE GRADEEXISTING GROUNDPROPOSED 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
-0.50%1.04%PVI STA = 20+00.00PVI ELEV = 4992.49PVI STA = 24+74.64PVI ELEV = 4992.62148.0' VC
LP ELEV = 4991.18
LP STA = 22+86.54
PVI STA = 23+12.53
PVI ELEV = 4990.93
BCVS: 22+38.54BVCE: 4991.30ECVS: 23+86.52EVCE: 4991.70A.D. = 1.54
K = 96.00
4992.494992.364992.244992.124991.994991.864991.744991.624991.494991.364991.254991.184991.194991.254991.394991.584991.844992.104992.36SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
R7 PLAN & PROFILEWEST WILLOX LANE25
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)
R9
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX52'
FUTURE
-
EXISTING 10'
UTILITY EASEMENT
EXISTING 30'
ROW 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
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+004996.824997.324997.824998.324998.464997.674996.674995.684996.954997.074997.204997.454997.574997.704997.954998.074998.204998.444998.514998.524998.344998.164997.924997.424997.174996.924996.434996.184995.934995.434995.184994.930.50%
-1.00%PVI STA = 10+00.00PVI ELEV = 4996.82150.0' VC
HP ELEV = 4998.52
HP STA = 13+64.63
PVI STA = 13+89.47
PVI ELEV = 4998.77
BVCS: 13+14.47BVCE: 4998.40EVCS: 14+64.47EVCE: 4998.02A.D. = 1.50
K = 100.32
FUTURE GRADE
EXISTING GROUND
FUTURE GRADE
EXISTING GROUND
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
R8 PLAN & PROFILEWEST WILLOX LANE (ULTIMATE)26
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
RLINEMATCHSTA18+00STAMATCH LINESEE SHEET18+00R9KEYMAP
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+504993.694992.914992.404991.904991.684992.394993.334994.444994.194993.944993.444993.194993.034992.784992.664992.534992.284992.154992.034991.774991.684991.654991.774991.934992.144992.654992.904993.144993.454993.514993.514993.33-1.00%
-0.50%1.00%
-0.50%PVI STA = 19+56.35PVI ELEV = 4993.13150.0' VC
HP ELEV = 4993.52
HP STA = 25+62.15
PVI STA = 25+37.07
PVI ELEV = 4993.77
BVCS: 24+62.07BVCE: 4993.02EVCS: 26+12.07EVCE: 4993.39A.D. = 1.50
K = 99.84
150.0' VC
LP ELEV = 4991.65
LP STA = 22+75.45
PVI STA = 23+00.27
PVI ELEV = 4991.40
BCVS: 22+25.27BVCE: 4991.77ECVS: 23+75.27EVCE: 4992.15A.D. = 1.51
K = 99.58
FUTURE GRADE
EXISTING GROUND
FUTURE GRADE
EXISTING GROUND
SXXXXXXXXXX
X
X X X X X X X X X X X X X X
X X X X X X X X
XXXXEEWEST WILLOX LANE
6' SIDEWALK
84'
FUTURE ROW
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 30'
NoCO EASEMENT
57'
ROW
30'
-9' UTILITY EASEMENT6' SIDEWALK
9' UTILITY EASEMENTPROPOSED
IRRIGATION PIPE
52'
FUTURE
-
SAINT THERESE STREET
(SEE SHEET R1)
TRACT B
DE
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 & GUTTERPROPOSED 30"
CURB & GUTTER
FUTURE ROW
FUTURE ROW FUTURE ROW
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
18' UTILITY & DRAINAGE EASEMENT
EXISTING 30' NoCO
UTILITY EASEMENT
EXISTING 10'
MOUNTAIN STATES
UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
R9 PLAN & PROFILEWEST WILLOX LANE (ULTIMATE)27
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)LINEMATCHSTA26+50STAMATCH LINESEE SHEET26+50R10STAMATCH LINESEE SHEET18+00R8LINEMATCHSTA18+00KEYMAP
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
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
OHUX
EXISTING 30'
NoCO EASEMENT
52'
FUTURE
-
84'
FUTURE ROW
FUTURE 6' SIDEWALK
RAILROAD
TRACKS
42"X72" CMP
WEST WILLOX LANE
EXISTING
DRIVEWAY EXISTING
DRIVEWAY
EXISTING
DRIVEWAY EXISTING
DRIVEWAYN WHITECOMB ST.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+504992.964993.214992.854992.744993.184993.684994.184993.994993.084993.084993.174993.214993.174993.094992.974992.764992.714992.714992.824992.934993.064993.314993.434993.564993.814993.934994.064994.274994.274994.174993.724993.354992.94-0.50%-0.84%0.50%-0.50%
0.50%-1.66%PVI STA = 26+83.12PVI ELEV = 4993.04PVI STA = 26+95.15PVI ELEV = 4992.94PVI STA = 34+81.94PVI ELEV = 4992.83150.0' VC
HP ELEV = 4993.22
HP STA = 27+88.59
PVI STA = 27+88.59
PVI ELEV = 4993.40
BVCS: 27+13.59BVCE: 4993.03EVCS: 28+63.59EVCE: 4993.03A.D. = 1.00
K = 150.00
150.0' VC
HP ELEV = 4994.28
HP STA = 33+36.52
PVI STA = 33+76.72
PVI ELEV = 4994.57
BVCS: 33+01.72BVCE: 4994.19EVCS: 34+51.72EVCE: 4993.33A.D. = 2.16
K = 69.60
150.0' VC
LP ELEV = 4992.70
LP STA = 29+66.48
PVI STA = 29+66.48
PVI ELEV = 4992.52
BCVS: 28+91.48BVCE: 4992.89ECVS: 30+41.48EVCE: 4992.89A.D. = 1.00
K = 150.00
FUTURE GRADE
EXISTING GROUND
FUTURE GRADE
EXISTING GROUND
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
R10 PLAN & PROFILEWEST WILLOX LANE (ULTIMATE)28
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)STAMATCH LINESEE SHEET26+50R10LINEMATCHSTA26+50KEYMAP
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'
ROW EASEMENT
57'
ROW
30'
-9' UTILITY EASEMENT9' UTILITY EASEMENTSAINT THERESE
STREET
(SEE SHEET R1)
WEST WILLOX LANE
11' TRAVEL LANE
11' TRAVEL LANE11' TRAVEL LANE
11' TRAVEL LANE
11' LEFT TURN LANE
6' SIDEWALK
40.29'
EOA -
STA.=10+00.00
OFFSET=11'
BEGIN 1
STA.=10+00.00
OFFSET=0'
BEGIN 7
STA.=10+00.00
OFFSET=11'
BEGIN 1
STA.=12+40.00
OFFSET=20'
END 1
STA.=16+92.90
OFFSET=12'
END 1
STA.=12+40.00
OFFSET=9'
END 7
℄ STA.=12+70.02
OFFSET=1'
BEGIN 4STA.=12+70.03
OFFSET=9'
BEGIN 7
℄ STA.=12+70.00
OFFSET=20'
BEGIN 1
STA.=14+25.02
OFFSET=1'
BEGIN 3
END 4
STA.=16+65.02
OFFSET=0'
END 7
STA.=16+65.00
OFFSET=11'
END 1
A
AH
TIE INTO
EXISTING STRIPING
TIE INTO
EXISTING STRIPING
℄ STA.=15+73.80
OFFSET=1'
END 3
2' SHOULDER
6.31'
LOT 10
TRACT B
DE
TRACT A
DE,UE,AE
PROPERTY
BOUNDARY
LOT 1 LOT 2 LOT 3
LOT 5
LOT 4
18' UTILITY & DRAINAGE EASEMENT 18' UTILITY & DRAINAGE EASEMENT
EXISTING 30' NoCO
UTILITY EASEMENT
EXISTING 10'
MOUNTAIN STATES
UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
72'
ROW
100' UNION PACIFIC
RAILROAD ROW
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
SG1 PROPOSED SIGNAGE & STRIPING PLANWEST WILLOX LANE29
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
S
84' ROWEXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
57'
ROW
30'
-
52'
-
A
AH
3' BIKE LANE BUFFER
3' BIKE LANE BUFFER
3' BIKE LANE BUFFER
STA.=21+43.53
OFFSET=6'
END 7
STA.=21+43.53
OFFSET=17'
END 1
STA.=21+43.53
OFFSET=20'
END 1
℄ STA.=21+73.53
OFFSET=6'
BEGIN 4STA.=21+73.53
OFFSET=6'
BEGIN 7
℄ STA.=21+73.53
OFFSET=17'
BEGIN 1
℄ STA.=21+73.53
OFFSET=20'
BEGIN 1
STA.=23+28.53
OFFSET=6'
BEGIN 3
END 4 STA.=24+88.53
OFFSET=6'
BEGIN 8
END 3
STA.=23+28.53
OFFSET=6'
BEGIN 8
END 7
STA.=21+13.05
OFFSET=6'
BEGIN 7
END 8
TRACT B
DE
TRACT A
DE,UE,AE
EXISTING PROPERTY
BOUNDARY
6' SIDEWALK
9' UTILITY EASEMENT9' UTILITY EASEMENTSAINT THERESE
STREET
(SEE SHEET R1)
WEST WILLOX LANE
12' TRAVEL LANE
12' TRAVEL LANE12' TRAVEL LANE
12' TRAVEL LANE
12' LEFT TURN LANE
6' SIDEWALK
12' CENTER LANE
6' BIKE LANE LANE
6' BIKE LANE LANE
18' UTILITY & DRAINAGE EASEMENT 18' UTILITY & DRAINAGE EASEMENT
EXISTING 30' NoCO
UTILITY EASEMENT
EXISTING 10'
MOUNTAIN STATES
UTILITY EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 30' NoCO
UTILITY EASEMENT
6' BIKE LANE LANE
52'
-
EXISTING 10'
ROW EASEMENT
EXISTING 30'
ROW EASEMENT EXISTING 6' CITY OF
FORT COLLINS EASEMENT
84'
ROW
3' BIKE LANE BUFFER
3' BIKE LANE BUFFER
STA.=10+00.00
OFFSET=17'
BEGIN 1
STA.=10+00.00
OFFSET=17'
BEGIN 1
℄ STA.=10+00.00
OFFSET=20'
BEGIN 1
℄ STA.=10+00.00
OFFSET=20'
BEGIN 1
℄ STA.=10+00.00
OFFSET=6'
BEGIN 8
℄ STA.=10+00.00
OFFSET=6'
BEGIN 8
12' TRAVEL LANE
12' TRAVEL LANE
12' CENTER LANE
6' BIKE LANE LANE
6' BIKE LANE LANE
6' SIDEWALK
6' SIDEWALK
WEST WILLOX LANE
OHU
52'
- 84'
ROW
3' BIKE LANE BUFFER
3' BIKE LANE BUFFER
STA.=34+81.94
OFFSET=20'
END 1
STA.=34+81.94
OFFSET=17'
END 1
STA.=34+81.92
OFFSET=6'
END 8
STA.=34+81.87
OFFSET=6'
END 8
STA.=34+81.94
OFFSET=17'
END 1
STA.=34+81.90
OFFSET=20'
END 1
12' TRAVEL LANE
12' TRAVEL LANE
12' CENTER LANE
6' BIKE LANE LANE
6' BIKE LANE LANE
6' SIDEWALK
6' SIDEWALK
WEST WILLOX LANE
SheetWILLOX FARMThese drawings are instrumentsof service provided by NorthernEngineering Services, Inc. and arenot to be used for any type ofconstruction unless signed andsealed by a Professional Engineerin the employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 36
SG2 ULTIMATE SIGNAGE & STRIPING PLANWEST WILLOX LANE30
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 BOUNDARYLINEMATCHSTA18+00LINEMATCHSTA18+00LINEMATCHSTA26+50LINEMATCHSTA26+50KEYMAP
T
WEST WILLOX LANE
SOFT
GOLD PARK
TWWWWWSSWTTELECSSMWWTSMMWMHYD FOFOFOWWWXXXXGGOHUOHUFOFOWWWWWWWWWWWWWWWWWWWWFOFOFOXXGGGFOFOFOFOWWW
WGGG
GGGGXXXXXXXXXXXXXXFOFOFOFOFOOHUOHUOHUOHUOHUOHUOHUOHUOHUW
WWFOFOFOFOXXXXWWWWWWWWWWWWWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOGEEEEEEEEEEEWWWWWWOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU
OHU
OHU
OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU0.4%0.6%0.8%0.5%1.5%2.2%4.0%2.3%2.0%20.4%26.2%6.6%
3.1%17.7%1.4%3.6%SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF
ACKELSON CONNIE A. 603W WILLOX LANE,KAFKA, AMY709 W WILLOX LANE,SAINTTHERESESTREET
SAINTJOESPHSTREETWEST WILLOX LANEEC1EROSION CONTROL PLAN31 NORTH( IN FEET )1 inch = ft.Feet040404080120SheetWILLOX FARM These drawings are instruments
of service provided by Northern
Engineering Services, Inc. and are
not to be used for any type of
construction unless signed and
sealed by a Professional Engineer
in the employ of Northern
Engineering Services, Inc.NOT FOR CO
N
S
T
R
U
C
T
I
O
N
REVIEW SE
T
of 36MATCH LINE - SEE SHEET EC2KEYMAPTC.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETEC1EC2PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYBENCHMARK/BASIS OF BEARING:SILT FENCEROCK SOCKRIPRAP1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMPMULCHING OR SIMILAR METHODS.2.SWMP ADMINISTRATOR:Contact________________________________Company________________________________Address________________________________Phone________________________________3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETEWASHOUT AREA IF ACCESS IS OFF PAVEMENT.4.REFER TO THE Preliminary Drainage Report, dated Feb 21, 2023 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.GENERAL NOTES:WATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION CONTROL FABRICLEGEND:BALE OUTLET PROTECTIONINLET PROTECTIONVEHICLE TRACKING CONTROL PADSFBENCHMARK: #1City of Fort Collins Benchmark NO. 9-07.Elevation=4999.15BENCHMARK: #2NGS Benchmark V-401.Elevation=4977.81Basis of BearingsAssuming the North line of the Northeast Quarter of the Northwest Quarter ofSection 2, Township, 7 North, Range 69 West of the 6th P.M., as bearingNorth 89°33'13" East.CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR
UDUD
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XXXXXXXXXXX0.2%0.6%1.0%21.5%9.1%3.5%0.5%14.3%22.0%21.6%SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSF SFPITT, JEAN1522 WOOD LANE,GBP LLC1434 WOOD LANE,PEREZ DANIEL A.400 HICKORY STREET 149PEREZ DANIEL A.400 HICKORY STREET 149SAINT
JOESPH
STREET MOLLERSTREETSAINTFRANCISSTREETSOFT GOLD PARKEC2EROSION CONTROL PLAN32 NORTH( IN FEET )1 inch = ft.Feet040404080120SheetWILLOX FARM These drawings are instruments
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of 36MATCH LINE - SEE SHEET EC1KEYMAPTC.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETEC1EC2PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYBENCHMARK/BASIS OF BEARING:SILT FENCEROCK SOCKRIPRAP1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMPMULCHING OR SIMILAR METHODS.2.SWMP ADMINISTRATOR:Contact________________________________Company________________________________Address________________________________Phone________________________________3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETEWASHOUT AREA IF ACCESS IS OFF PAVEMENT.4.REFER TO THE Preliminary Drainage Report, dated Feb 21, 2023 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.GENERAL NOTES:WATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION CONTROL FABRICLEGEND:BALE OUTLET PROTECTIONINLET PROTECTIONVEHICLE TRACKING CONTROL PADSFBENCHMARK: #1City of Fort Collins Benchmark NO. 9-07.Elevation=4999.15BENCHMARK: #2NGS Benchmark V-401.Elevation=4977.81Basis of BearingsAssuming the North line of the Northeast Quarter of the Northwest Quarter ofSection 2, Township, 7 North, Range 69 West of the 6th P.M., as bearingNorth 89°33'13" East.CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR
EC3EROSION CONTROL DETAILS33 VTCROCK SOCK SECTIONROCK SOCK PLANROCK SOCK JOINTINGGRADATION TABLESIEVE SIZEMASS PERCENTPASSING SQUAREMESH SIEVESNO. 42"1001-1/2"90-1001"20-553/4"0-153/8"0-5MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FORCONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,ALL SIDESRS001CONCRETE WASHOUT AREA002ROCK SOCK003VEHICLE TRACKING PAD004SILT FENCESFCWA005CURB INLET PROTECTIONIPPOSTSPREASSEMBLED SILT FENCEPOSTS SHALL OVERLAPAT JOINTS SO THAT NOGAPS EXIST IN SILT FENCE.NOTE:THICKNESS OF GEOTEXTILEHAS BEEN EXAGGERATED.POST SHALL BE JOINED AS SHOWN, THENROTATED 180° IN DIRECTION SHOWN ANDDRIVEN INTO THE GROUND.SILT FENCE JOINTSDRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THELINE OF POSTS AND UPSLOPE FROM THE BARRIER.ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, ORWITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES,ETC. SHALL BE USED.NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BEBURIED IN THE TRENCH.THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BYWHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCERESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANYLAND-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 ANDAFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUTUPSTREAM SEDIMENT AS NECESSARY.SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVEDWHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6".SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA ISSTABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANYDISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED ANDMULCHED 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 POSTSSF006SWALE WATTLE DIKESheetWILLOX FARM These drawings are instruments
of service provided by Northern
Engineering Services, Inc. and are
not to be used for any type of
construction unless signed and
sealed by a Professional Engineer
in the employ of Northern
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of 36CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR
WWWWWWWTWSSWTELECSSTMSWWWMWWTSMMWMHYD
MMMMFOFOFOFOWWWWWXXXXXXXGGGGGOHUOHUOHUOHUFOFOFOFOWWXXWWWWWWWWWWWWWWFOFOXGGFOFOWWGGGGGGXXXXXXXXXXXXXXXXXXXXXFOFOFOOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUW
WWWWWWGOHUOHUFOFOFOFOFOFOFOFOOHUXGXXXWWWWWWWWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFOFOFOFOFOFOFOFOFOGGGGGGGGGFOFOFOFOFOFOFOFOFOEEEEEEEWWWWX X X OHUOHU
OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUXXXXXX19.01 ac.11HICKORY VILLAGESUBDIVISIONWEST WILLOW LANENEXISTING 20' SANITARY SEWER EASEMENT TO BE VACATED WITH THIS PLAT (ENCROACHES ON PROPERTY)EXISTING 30' ROW EASEMENTEXISTING 10' UTILITY EASEMENTEXISTING 6' CITY OFFORT COLLINS EASEMENTEXISTING 10'MOUNTAIN STATES UTILITYEASEMENT TO BE PARTIALLYVACATED WITH THIS PLATEXISTING 30'NoCO EASEMENTTO BE PARTIALLYVACATED WITH THIS PLATEXISTING 6' CITY OFFORT COLLINS EASEMENTTO BE PARTIALLY VACATED WITH THIS PLAT100' UNION PACIFICRAILROAD ROWPROPERTYBOUNDARYPROPERTYBOUNDARYPROPERTYBOUNDARYPROPERTYBOUNDARYKEYMAPTC.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETSheetWILLOX FARM These drawings are instruments
of service provided by Northern
Engineering Services, Inc. and are
not to be used for any type of
construction unless signed and
sealed by a Professional Engineer
in the employ of Northern
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of 36NORTH( IN FEET )01 INCH = 60 FEET6060120180DR1HISTORIC DRAINAGE EXHIBIT34 PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN LABELDRAINAGE BASIN BOUNDARYPROPOSED SWALE SECTION11NOTES:ALEGEND:1.REFER TO THE PRELIMINARY DRAINAGE REPORT, DATED FEB 21, 2023 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.HISTORIC DRAINAGE SUMMARYDesign PointBasin IDTotalArea(acres)C2C1002-Yr Tc(min)100-Yr Tc(min)Q2(cfs)Q100(cfs)Historic Basins:1119.010.200.2517.9417.946.5628.57DR1CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR
TWWWWWSSWTELECSSMWWTSMMWMXXXXOHUOHUXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXEEEEEEEEEEEOHUOHU
OHU
OHU
OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUa1a4a6c1e4d1e2e3A3A3A1A1SAINT THERESE STREET SAINT JOESPH STREETMOLLER STREETa2WILLOX LNa5ACKELSON CONNIE A.KAFKA, AMYPEREZ DANIEL A.PROPOSEDSWALEPROPOSEDSWALEPROPOSEDSWALEPROPOSEDSWALEPROPERTYBOUNDARYPROPERTYBOUNDARYPROPERTYBOUNDARYPROPOSEDSIDEWALK CHASEe1b11.76 ac.C10.31 ac.A10.61 ac.C41.21 ac.A41.98 ac.A30.90 ac.D11.19 ac.B10.34 ac.E40.11 ac.E20.22 ac.E30.28 ac.A20.40 ac.A50.14 ac.A60.10 ac.F1c4f1PROPOSEDCULVERT FROM DITCHPROPOSEDSWALEA5A5KEYMAPTC.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETSheetWILLOX FARM These drawings are instruments
of service provided by Northern
Engineering Services, Inc. and are
not to be used for any type of
construction unless signed and
sealed by a Professional Engineer
in the employ of Northern
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of 36DR2DEVELOPED DRAINAGE EXHIBIT35 NORTH( IN FEET )1 inch = ft.Feet0404040801201.REFER TO THE "PRELIMINARY DRAINAGE REPORT, DATED FEB 21, 2023" BYNORTHERN ENGINEERING DATED FOR ADDITIONAL INFORMATION.2.THE WILLOX FARM PROJECT WILL BE DETAINING THE DIFFERENCE BETWEEN THEHISTORIC 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 SECTIONSPROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN LABELDRAINAGE BASIN BOUNDARYPROPOSED SWALE SECTION11NOTES:ALEGEND:MATCH LINE - SEE SHEET DR3DR2DR3CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRDEVELOPED DRAINAGE SUMMARYDesign PointBasin IDTotalArea(acres)C2C1002-Yr Tc(min)100-Yr Tc(min)Q2(cfs)Q100(cfs)Developed Basins:a1A10.310.600.756.985.350.492.34a2A20.280.540.675.005.000.431.87a3A31.980.460.5715.4713.801.697.70a4A41.210.510.647.206.511.566.99a5A50.400.530.665.005.000.602.62a6A60.140.811.005.005.000.321.37a7A70.121.481.005.005.000.521.24b1B11.190.540.6812.7110.281.296.19b2B20.510.320.408.768.010.391.72b3B30.860.490.617.006.341.064.87b4B41.220.480.5910.148.851.285.95c1C11.760.270.349.178.861.104.91c2C20.860.300.379.779.180.572.54c3C32.340.250.3112.7112.711.175.11c4C40.610.260.3312.8612.860.321.41c5C51.450.420.5211.4110.901.295.74c6C60.690.290.365.005.000.562.45d1D10.900.590.747.876.261.316.21d2D20.090.700.885.005.000.190.82e1E10.640.490.6213.0812.310.632.83e2E20.110.881.005.005.000.271.09e3E30.220.871.005.005.000.552.22e4E40.340.200.2511.3011.300.140.62f1F10.100.200.255.005.000.060.25f2F20.590.200.255.005.000.341.48Combined BasinsA1-A8 + B1-B4+C1-C6+D1-D2 ; (WQ1)18.400.430.5417.9917.3713.6160.15A3-A8; East Side(Concrete Culvert)4.580.540.6714.2912.324.7222.00B1-B4; West Side(Concrete Culvert)3.780.480.6015.9415.063.3214.70A1-A8 + B1-B4+C4-C6+E1-E2 ; (Rain Garden)12.020.490.6117.6516.9410.1045.38SWALE SUMMARY TABLESWALE IDMIN DMIN TWS1 (n:1)BWS2 (n:1)QA1 - A10.7819.926.02.08.08.90A2 - A20.9622.448.02.06.014.60A3 - A30.7813.525.02.04.07.70A4 - A41.0320.367.02.05.017.20A5 - A50.3724.629.02.017.02.60A6 - A60.3416.289.02.08.01.70
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SAINT JOESPH STREET MOLLER STREETSAINT FRANCIS STREETa5a7b4PITT, JEANGBP LLCPEREZ DANIEL A.PEREZ DANIEL A.SOFT GOLD PARKPROPOSEDSWALEPROPOSEDSWALEPOND 1100-YR DETENTION VOLUME = 2.04 AC-FT100-YR WSEL=4985.50PROPOSED RAINGARDENPROPOSEDSIDEWALKCHASEPROPERTYBOUNDARYPROPERTYBOUNDARYPROPERTYBOUNDARYPROPOSED POND OUTLET STRUCTUREPROPOSED PONDOUTLET PIPEb1c60.09 ac.D21.22 ac.B40.86 ac.C22.34 ac.C30.51 ac.B20.86 ac.B30.14 ac.A60.12 ac.A70.73 ac.A81.45 ac.C50.69 ac.C60.59 ac.F2f2A5A5A6A6PROPOSEDSWALEKEYMAPTC.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETSheetWILLOX FARM These drawings are instruments
of service provided by Northern
Engineering Services, Inc. and are
not to be used for any type of
construction unless signed and
sealed by a Professional Engineer
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of 36DR3DEVELOPED DRAINAGE EXHIBIT36 NORTH( IN FEET )1 inch = ft.Feet0404040801201.REFER TO THE "PRELIMINARY DRAINAGE REPORT, DATED FEB 21, 2023" BYNORTHERN ENGINEERING FOR ADDITIONAL INFORMATION.2.THE WILLOX FARM PROJECT WILL BE DETAINING THE DIFFERENCE BETWEEN THEHISTORIC 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 CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN LABELDRAINAGE BASIN BOUNDARYPROPOSED SWALE SECTION11NOTES:ALEGEND:MATCH LINE - SEE SHEET DR2SWALE SECTIONSDR3DR2CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRDEVELOPED DRAINAGE SUMMARYDesign PointBasin IDTotalArea(acres)C2C1002-Yr Tc(min)100-Yr Tc(min)Q2(cfs)Q100(cfs)Developed Basins:a1A10.310.600.756.985.350.492.34a2A20.280.540.675.005.000.431.87a3A31.980.460.5715.4713.801.697.70a4A41.210.510.647.206.511.566.99a5A50.400.530.665.005.000.602.62a6A60.140.811.005.005.000.321.37a7A70.121.481.005.005.000.521.24b1B11.190.540.6812.7110.281.296.19b2B20.510.320.408.768.010.391.72b3B30.860.490.617.006.341.064.87b4B41.220.480.5910.148.851.285.95c1C11.760.270.349.178.861.104.91c2C20.860.300.379.779.180.572.54c3C32.340.250.3112.7112.711.175.11c4C40.610.260.3312.8612.860.321.41c5C51.450.420.5211.4110.901.295.74c6C60.690.290.365.005.000.562.45d1D10.900.590.747.876.261.316.21d2D20.090.700.885.005.000.190.82e1E10.640.490.6213.0812.310.632.83e2E20.110.881.005.005.000.271.09e3E30.220.871.005.005.000.552.22e4E40.340.200.2511.3011.300.140.62f1F10.100.200.255.005.000.060.25f2F20.590.200.255.005.000.341.48Combined BasinsA1-A8 + B1-B4+C1-C6+D1-D2 ; (WQ1)18.400.430.5417.9917.3713.6160.15A3-A8; East Side(Concrete Culvert)4.580.540.6714.2912.324.7222.00B1-B4; West Side(Concrete Culvert)3.780.480.6015.9415.063.3214.70A1-A8 + B1-B4+C4-C6+E1-E2 ; (Rain Garden)12.020.490.6117.6516.9410.1045.38SWALE SUMMARY TABLESWALE IDMIN DMIN TWS1 (n:1)BWS2 (n:1)QA1 - A10.7819.926.02.08.08.90A2 - A20.9622.448.02.06.014.60A3 - A30.7813.525.02.04.07.70A4 - A41.0320.367.02.05.017.20A5 - A50.3724.629.02.017.02.60A6 - A60.3416.289.02.08.01.70