HomeMy WebLinkAboutWILLOX FARM - PDP220008 - SUBMITTAL DOCUMENTS - ROUND 2 - 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. ROWSheetWILLOX 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 37CS1COVER STEET1Original Field Survery:Northern EngineeringProject No. 987-012Date: November 2019Additional Field Survey:Northern EngineeringProject No. 987-012Date: May 2020AUGUST 2022CONTACT INFORMATIONPROJECT TEAM:VICINITY MAPNORTHCity of Fort Collins Benchmark NO. 9-07.Southeast corner of Shields ST. and Willox Lane on theSouth east wingwall of the bridge over an irrigation ditch.ELEV.=4999.15NGS Benchmark V-401.In Fort Collins, at the junction of U.S. 287 and BristleconeDrive, 59.4 meters (194.9 ft) east of the north bound lanes ofthe highway, 14.7 meters (48.2 ft) North of the center of thedrive, and 1.1 meters (3.6 ft) north of a utility pole andpowerline crossing the drive, Note--access to the datum isthrough a 5-inch logo cap. ELEV.=4977.81Please Note: This plan set is using NAVD88 for a verticaldatum. Surrounding developments have used NGVD29Unadjusted 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 BearingsAssuming the North line of the Northeast Quarter of theNorthwest Quarter of Section 2, Township, 7 North, Range69 West of the 6th P.M.,as bearing North 89°33'13" East.PROJECT BENCHMARKS:WILLOX FARMPROJECT TEAM:Kristin TurnerTB Group444 Mountain AvenueBerthoud, Colorado 80513(970) 532-5891Northern Engineering Services, Inc.Andy Reese301 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 JEROME STREET PLAN & PROFILE24R6SAINT JOESPH STREET PLAN & PROFILE25R7O'BOYLE AVENUE PLAN & PROFILE26 R8WEST WILLOX LANE PLAN & PROFILE27 - 29R9 - R11WEST WILLOX LANE PLAN & PROFILE (ULTIMATE)30SG1WEST WILLOX LANE STRIPING PLAN31SG2WEST WILLOX LANE STRIPING PLAN (ULTIMATE)DRAINAGE SHEETS32 - 33EC1 - EC2EROSION CONTROL PLANS34EC3EROSION CONTROL DETAILS35DR1 HISTORIC DRAINAGE EXHIBIT36-37DR2-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 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 37CS2CONSTRUCTION NOTES
GENERAL &2A. GENERAL NOTES1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the LarimerCounty Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and thespecifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of FortCollins.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 ofany 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, asbeneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort CollinsEngineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineerhereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, anddemands 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 andspecifications 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 ofthe Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. TheDeveloper 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 beginningexcavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to belocated by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall bethe 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 anyutility 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 engineerto 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 isaccomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, allparties 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, apre-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 sanitarysewer 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 WaterUtility.14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water isdischarged 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 ofHealth, 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 onsitedrainage 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 besubmitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least twoweeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to theStormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per theDevelopment 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 theCity 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 Aug 31, 2022 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 bemaintained 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 mustbe removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved bythe 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 Permitis obtained, if applicable.23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. TheDeveloper shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (FortCollins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. Ifthe City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence workin the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals animproper 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 iscomplete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with theresults of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer mayuse the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall beprepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placementof base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the finalreport.25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline atall intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter tothe City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and thenresolved 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 thepurposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to theproperty 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 forroads 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 theWild 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 treeremoval 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 ofFort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shallbe 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 TrafficOperations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the trafficsign 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'slocal street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to andfrom the Development.34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no siteconstruction 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 thesedrawings, 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 forclarification, 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 andspecifications, 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 theLarimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort CollinsEngineer.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 asthe basis of bearings. The information shall be as follows:PROJECT DATUM: NAVD88City 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.=4999.15NGS 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, 14.7meters (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--accessto the datum is through a 5-inch logo cap.ELEV.=4977.81Please 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 BearingsAssuming 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 likekind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to theissuance 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 existingstreet condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done inaccordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All largepatches 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 Engineerand/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 beforeconstruction, 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 andworkmanship 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 drainagestructures and pipes, for the following private streets: N.A.48.Approved Variances are listed as follows: 1) N/ACONSTRUCTION NOTESA. Grading and Erosion Control Notes1.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). Allother required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved projectschedule, 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 propertysufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosioncontrol facilities shown herein.5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to thearea(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 conditionby ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outsideproject street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanenterosion 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 inorder 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 anddebris 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 ofway, 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 tocause 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 andbefore 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 pollutantor 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 theproper 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 andlocated at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washoutmaterial 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 whatevermeasures 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 Notes1.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 shallbe 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, tocreate a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint canbe 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 thesubgrade 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 ringsare 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 existingstreet condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlayshall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do notcut 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 asper 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 fulldepth 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 singleaxle 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 than3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort CollinsEngineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall benotified 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 Notes1.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 ConstructionNotes 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 placementof 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 identifiedduring 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 FortCollins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that anunforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under therequirements 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 Notes1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsitedrainage facilities shall be the responsibility of the property owner(s).2.All recommendations of the Preliminary Drainage Report, dated Aug 31, 2022 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 bysubmitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least twoweeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to theStormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per theDevelopment Agreement.E. Utility Notes1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date ofconstruction.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 waterutility.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. TheHDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall beinstalled 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 CityWater Detail 11A.INFILL AND REDEVELOPMENT NOTEA.Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill andredevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is stronglyrecommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances whenthey arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, butadditional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and ConstructionSurveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work.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
SheetWILLOX 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 37CS3EROSION CONTROL NOTES3 STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS)General Erosion Control RequirementsThese notes are a summary for the legal requirements, that are set forth in the Fort Collins StormwaterCriteria 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 thedeveloping entity (here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion ControlCriteria set forth in the Manual as an attempt to identify erosion, sediment, and other potential pollutant sources associated with theseConstruction Activities and preventing those pollutants from leaving the project site as an illicit discharge. Full City requirements and areoutlined and clarified in the Manual under Chapter 4: Construction Control Measures and should be used to identify and define what isneeded 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, theDevelopment Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials areapplicable to this project.3.The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until finalstabilization 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 onthis 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 thoseInitial Erosion Control Inspections well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin withoutdelay. Failure to receive an on-site confirmation before construction activities commence is an automatic “Notice of Violation” and can resultin further enforcement actions.5.The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leewardproperties. 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 aresult 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 constructionactivities commencing.8.As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures inaddition, or different, to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measuresthat are most effective with the current state and progress of construction. The Developer shall implement whatever measures aredetermined 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 inspectionsand 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 exceedthe most restrictive language for City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollutionsource 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 ConstructionActivity, Dewatering, Clean Water Act, Army Corps of Engineers’ 404 Wetlands Mitigation Permit, etc.) have been attained prior to therelevant 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, andself-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 plansfor the site or site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion ControlInspector 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 legalauthority.15.As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannotbe justified. In these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of theManual.16.Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeksduring construction and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained bythe contractor.17.All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of theirintended function. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner andlocation 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 greaterprotection than the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattlealone on commercial construction sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompaniedby 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 requirethe review and acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These ControlMeasures’ details shall be submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon thefunctionality and effectiveness in accordance with sound engineering and hydrological practicesLand disturbance, Stockpiles, and Storage of Soils20.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must bepreapproved 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 vegetationshall be limited to the area required for immediate construction operations, and for the shortest practical period of time. This should includesequencing and phasing construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit gradingto small areas. This should also include when practical advancing the schedule on stabilization activities such that landscaping takes placeshortly if not immediately after grading has occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilizedcondition. 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 toprevent 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 roughenedcondition at all times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soilsurface 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 surfaceroughening, watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind inaccordance with Municipal Code §12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and nolater than the completion of construction activities or abandonment of the project. All off-site stockpile storage locations in City limits shallhave a stockpile permit from the City Engineering Department prior to using the area to store material. If frequent access from hardscape tothe 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 requirederosion Control Measures must be installed at the appropriate time in the construction sequence as indicated in the approved projectschedule, 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 beprotected with Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where theprotection 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 constructionactivity 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 hardscapeshall 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 sedimenttransport 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 temporaryseeding 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 otherwiseapproved by the City Erosion Control Inspector. During a season when seeding does not produce vegetative cover, another temporaryerosion 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 tothe 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 Detailsfor further clarification.Vehicle Tracking32.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 adequateperimeter 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 isrequired. All inlets located near access points and affected by tracking activities shall be prevented from the introduction of sediment into thedrainage system.34.City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto citystreets by or from any source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or privateproperty if there is a significant potential for migration of such pollutant. Therefore, all tracked or deposited materials (intentional orinadvertent) are not permitted to remain on the street or gutter and shall be removed and legally disposed of by the Developer in a timelyand immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of code and shall not be permitted in thestreet 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 ErosionControl Inspector.Loading and Unloading Operations36.The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the sitein close proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicletracking, and sediment deposition that could impact water quality.Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals37.Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material duringroutine 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 wherepractical. When not practical, they should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater orstormwater runoff. Where not available, they shall be stored outside in a raised (high spots or on pallets), covered (plastic or tarped), andsealed (leak proof container) in secondary containment location. The secondary containment or other Control Measure shall be adequatelysized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall bemonitored as part of the routine inspections.Vehicle and equipment maintenance and fueling39.Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuelstorage areas. This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures ordrainage 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 Process40.The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All landdisturbing activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacentproperties and community health. All required practices shall be implemented and additional ones shall be followed. These practices includewatering 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 equipment41.All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. TheseControl Measures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainageways and shall be monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash fromleaving the Control Measure. If frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measureshall 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 notwashing or dumping wash water on to the dirt or other uncontrolled locations.Dedicated Asphalt and concrete batch plants43.Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressedwritten request and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically theErosion Control Inspector. The Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plantsthat is to be used on site.Concrete Saw Cutting Materials44.Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shallprevent material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of allmaterial and shall have proper and legal disposal.Waste Materials Storage and Sanitary Facilities45.Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interimstormwater structures or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out ofthe wind and covered as able. Where not able to cover, locating said areas on the side of other structures to reduce exposure to winds, andfollow maximum loading guidelines as marked on the container. The Developer is required to practice good housekeeping to keep theconstruction 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. Thesefacilities shall also be located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent materialtransport from leaving the local area. This consists of the facility being located, where practical, at least fifty (50) feet from any permanent orinterim drainage ways.Other Site Operations and Potential Spill Areas47.Spills: For those minor spills that; are less than the State’s reportable quantity for spills, stay within the permitted area, and in no waythreaten any stormwater conveyance, notify the City of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. Forany significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has beennotified 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 Citywithin 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 asthese have proven to cause entrapment issues.Final stabilization and project completion49.Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion ofthe project and before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long termmaintenance 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 andper 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 Sections12-130 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 asprescribed for drill seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopessteeper than 3(H):1(V) or on other areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as twoseparate 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 appliedtackifier. The use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degradedbefore vegetation has been established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with anerosion mat or approved equal to ensure seed will be able to germinate on the steep slopes. During a season when seeding doesnotproduce vegetative cover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanenterosion 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 ManualChapter 4: Construction Control Measures.57.The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has beenobtained. All Control Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removedfrom the site. When any Control Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment anddebris 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 Measureremoved from the site. At that time the site will be considered completed and any remaining Erosion Control Escrow shall be returned to theappropriate parties.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
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REMOVE EXISTING TREE/BUSHWETLANDBOUNDARYSHRUB &TREE BOUNDARYSOFT GOLD PARKBICYCLE COURSETRACK RULESSHRUB & TREEBOUNDARY (APPROXIMATE)CENTERLINE OFTWO TRACK DIRT ROADCENTERLINE OF TWOTRACK DIRT ROADCENTERLINE OF TWOTRACK DIRT ROADEXISTING NATURALAREA SIGNRESTROOMSEXISTING 6'CONCRETE TRAILTO BE REMOVED AND REBUILTREMOVE EXISTINGTREESEXISTING GAZEBOEXISTING 8' CRUSHERFINES PATHEXISTINGTREE (TYP.)EXISTING DOGPARK FENCEEXISTING 6'CONCRETE TRAILEXISTINGPEDESTRIAN RAMPEXISTING PEDESTRIAN RAMPEXISTING 8" PVCSTORM LINEFL = 4976.94FL = 4976.89FL = 4976.95FL = 4976.97FL = 4977.40FL = 4977.42FL = 4977.44FL = 4977.36EXISTING 30" RCPFL = 4975.55EXISTING 6'SIDEWALKEXISTING CITY OF FORT COLLINS"SOFT GOLD PARK" SIGNEXISTING UNDERGROUNDELECTRIC LINESEXISTING FENCEEXISTING 36" WATER MAIN(ANHEUSER-BUSH)EXISTING 8" WATER LINERELOCATE EXISTING FIRE HYDRANTREMOVE APPROXIMATELY 110' OF EXISTING 8" WATER LINE & 8" GATE VALVEEXISTING TREES (TYP.)PROPOSEDSAW CUTPROPOSEDSAW CUTPROPOSEDSAW CUTREMOVE EXISTINGCONCRETE TRAILREMOVE EXISTINGASPHALTREMOVE EXISTINGCRUSHER FINES TRAILREMOVE AND RELOCATEEXISTING IRRIGATION BOXESREMOVE AND RELOCATEEXISTING IRRIGATION BOXESREMOVE AND REPLACE APPROXIMATELY60' OF EXISTING DOG PARK FENCEREMOVE & RELOCATE EXISTINGWATER & IRRIGATION METERSPROPOSEDSAW CUTSheetWILLOX 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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EXISTING CONDITIONS &4CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0808080160240KEYMAPT
C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETOU1OU1MATCH LINE - SEE THIS SHEETMATCH LINE - SEE THIS SHEETEXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)FIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:EXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING TREES (TO BE REMOVED)EXISTING CABLECTVEXISTING FIBER OPTICFO1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND 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 THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE 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 EXISTINGSITE SURVEY.6.THERE SHALL BE NO EQUIPMENT, MATERIALS, OR ITEMS STORED ON A FORTCOLLINS PARKS TRAIL OR WITHIN THE TRAIL EASEMENT. IF THERE IS A NEED TOCLOSE A SECTION OF THE TRAIL FOR ANY REASON, A TRAFFIC CONTROL PLAN ISREQUIRED TO BE SUBMITTED AND APPROVED THROUGH TRAFFIC CONTROL. THEPARKS DEPARTMENT WILL SIGN OFF ON IT ONCE SUBMITTED. PLEASE KEEP THECLOSURES TO THE SHORTEST AMOUNT OF TIME DEPENDING ON WORK SCHEDULINGAND FLOW. PARKS DEPARTMENT PLANNING STAFF CAN HELP WITH ANY QUESTIONSYOU 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 80521REGARDING THE PARKS’ DEPARTMENT’S INTEREST.7.THERE SHALL BE NO ENCROACHMENTS INTO THE TRAIL EASEMENT DURING THECONSTRUCTION PROCESS. IF IT IS DETERMINED THAT AN ENCROACHMENT ISREQUIRED, FOR ANY REASON, PLEASE CONTACT ONE OF THE ABOVE PARKSREPRESENTATIVES.EXISTING OVERHEAD UTILITYOHEOriginal Field Survery:Northern EngineeringProject No. 987-012Date: November 2019 (Additional May 2020)Additional Field Survey:Majestic SurveyingProject No. 2020351Date: April 2022SWEXISTING METAL FENCE POSTEXISTING WOOD FENCE POSTEarth Engineering Consultants, LLCPreliminary Subsurface Exploration ReportProposed Residential Development Willox FarmLarimer County, ColoradoEEC Project No. 1212027Date: May 6, 2021Additional Subsurface Exploration:Earth Engineering Consultants, LLCAdditional Subsurface Exploration / Geothechnical Engineering ReportProposed Willox Farm Residential Development(Larimer County Parcel #970220003)Larimer County, ColoradoEEC Project No. 1212027Date: April 13, 2022EXISTING CRUSHER FINES TRAIL (TO BE REMOVED)EXISTING CONCRETE TRAIL (TO BE REMOVED)EXISTING ASPHALT (TO BE REMOVED)
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400 HICKORY STREET 149HICKORY STREETEXISTINGRESTROOMSEXISTING GAZEBO12" SANITARYSEWER (TYP.)PROPOSED SANITARYMANHOLE (TYP.)CONNECT TO EXISTINGSANITARY MANHOLEEXTEND EXISTINGSTORM DRAINSCONNECT TO EXISTING8" PVC WATER LINE8" PVC WATERLINE (TYP.)PROPOSED 6"SEWER SERVICE8" PVC EXISTING WATER8" PVCWATER LINE50' NATURALFEATURE BUFFERSheetWILLOX 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 37OU1OVERALL UTILITY PLAN5 NORTH( IN FEET )1 inch = ft.Feet0808080160240NOTES:EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTV1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIESWATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NOMECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESSSPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMALDEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIRSTANDARDS.9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.10.ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS.PROPOSED UNDER GROUND ELECTRIC UGEUGEEXISTING EDGE OF ASPHALTMATCH LINE - SEE THIS SHEETMATCH LINE - SEE THIS SHEETCALL 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.CallRKEYMAPT
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8" PVC WATER8" PVC WATER8" PVC WATER8" PVC WATER8" PVC WATERPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTSAINT THERESE STREET
SAINT JEROME STREET SAINT JOESPH STREETEXISTING 30' ROWEASEMENTEXISTING 6' CITY OFFORT COLLINS EASEMENT57'ROW57'ROW30'-30'-30'-CONNECT TO EXISTING12" DIP WATERLINEREMOVE STUBACKELSON CONNIE A.KAFKA, AMYPEREZ DANIEL A.PROPOSED8' CONCRETE TRAILLOT 2LOT 2LOT 5LOT 3LOT 1LOT 4LOT 6LOT 9LOT 7LOT 8LOT 10LOT 1LOT 2LOT 3LOT 4LOT 5LOT 2LOT 6LOT 10LOT 1LOT 3LOT 8LOT 9LOT 12LOT 11LOT 4LOT 5LOT 7LOT 3LOT 5LOT 4LOT 1LOT 2BLOCK 1BLOCK 4BLOCK 5BLOCK 2TRACT CDETRACT ADE/UE/AETRACT ADE/UE/AETRACT BDE12" WATER (PVC)12" WATER (PVC)EXISTINGFIRE HYDRANTPROPOSEDWATER LINE CROSSINGEXISTING NoCO WATERLINE100' UNION PACIFICRAILROAD ROWEXISTING NoCO WATERLINESSMH A18SSMH A13-9SSMH A17SSMH A13-8SSMH A13-7SSMH A13-5SSMH A13-6SSMH A13-35' SIDEWALK5' SIDEWALK5' SIDEWALK
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK5' SIDEWALK 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT
9' UTILITY EASEMENT9' UTILITY EASEMENTWEST WILLOX LANE6' UTILITY EASEMENT6' UTILITY EASEMENT 6' UTILITY EASEMENT6' UTILITY EASEMENT6' UTILITY EASEMENT6' UTILITY EASEMENT84' ROW15' ROWSheetWILLOX 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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C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETNORTH( IN FEET )1 inch = ft.Feet040404080120NOTES:EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTV1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIESWATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NOMECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESSSPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMALDEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIRSTANDARDS.9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.10.ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS.PROPOSED UNDER GROUND ELECTRIC UGEUGEEXISTING EDGE OF ASPHALTMATCH LINE - SEE SHEET U2U1U2U3U4CALL 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
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SAINT JEROME STREET O'BOYLE AVENUEO'BOYLE AVENUESAINT FRANCIS STREETPROPOSEDFIRE HYDRANTEXISTING 20'DRAINAGE EASEMENTEXISTING 10'UTILITY EASEMENTPROPOSED POND OUTLET STRUCTUREPROPOSED RAIN GARDEN UNDER DRAIN57'ROW57'ROW30'-30'-30'-57'ROW30'-57'ROW30'-57'ROW30'-PROPOSEDFESPITT, JEANGBP LLCPEREZ DANIEL A.PROPOSEDFESPROPOSED8' CONCRETE TRAILPROPOSED8' CONCRETE TRAILPROPOSEDCULVERTLOT 3LOT 3LOT 4LOT 5LOT 6LOT 12LOT 11LOT 8LOT 13LOT 9LOT 7LOT 1LOT 8LOT 7LOT 8LOT 10LOT 9LOT 7LOT 6LOT 1LOT 2LOT 4LOT 5LOT 8LOT 7LOT 5LOT 6LOT 14LOT 12LOT 11LOT 10LOT 9LOT 13LOT 10LOT 1LOT 2BLOCK 3BLOCK 6BLOCK 2TRACT ADE/UE/AETRACT DTRACT ADE/UE/AEPROPOSED INVERTED SIPHON STORM/IRRIGATIONLINE BY OTHERSPROPOSEDTRANSFORMERPROPOSED SINGLECOMBINATION INLET8" PVC WATERPROPOSEDCULVERTPROPOSEDCULVERTPROPOSED IRRIGATION PIPETO CITY PONDPROPOSED PONDOUTLET PIPESSMH A16SSMH A12SSMH A14SSMH A13SSMH A11SSMH A10SSMH A16-15' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK
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9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
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6' UTILITY EASEMENTPROPOSEDPOND BOUNDARY8" PVC WATER8" PVC WATER50' NATURALFEATURE BUFFERSheetWILLOX 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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C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETNORTH( IN FEET )1 inch = ft.Feet040404080120NOTES:EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTV1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIESWATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NOMECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESSSPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMALDEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIRSTANDARDS.9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.10.ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS.PROPOSED UNDER GROUND ELECTRIC UGEUGEEXISTING EDGE OF ASPHALTMATCH LINE - SEE SHEET U3MATCH LINE - SEE SHEET U1U1U2U3U4CALL 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
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ERJENSEN GORDON L.CITY OF FORT COLLINSPEREZ DANIEL A.PROPOSED8' CONCRETE TRAIL40' UTILITYEASEMENTSSMH A10SSMH A9SSMH A8SSMH A7SSMH A6SOFT GOLD PARKDOG PARKCITY OF FORT COLLINSIRRIGATION PONDEXISTING GRAVEL PATH TO REMAINREMOVE AND REPLACE EXISTING GRAVELPATH IN WITHIN LIMITS OF CONSTRUCTION8" PVC WATER8" PVC WATER50' NATURALFEATURE BUFFERSheetWILLOX 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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C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETNORTH( IN FEET )1 inch = ft.Feet040404080120NOTES:EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTV1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIESWATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NOMECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESSSPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMALDEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIRSTANDARDS.9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.10.ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS.PROPOSED UNDER GROUND ELECTRIC UGEUGEEXISTING EDGE OF ASPHALTMATCH LINE - SEE SHEET U4MATCH LINE - SEE SHEET U2U1U2U3U4CALL 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
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CONNECT TO EXISTING8" PVC WATER MAINPROPOSEDFIRE HYDRANTPROPOSED EXTENSION OFEXISTING 8" STORM LINESCITY OF FORT COLLINSCITY OF FORT COLLINSPEREZ DANIEL A.EXISTING 36" ANHEUSER-BUSHWATER MAIN EXISTING 8" PVCWATER MAINEXISTINGRESTROOMS40' UTILITYALIGNMENTPROPOSED6" SANITARY SERVICE:S=1.0%; IN. EL.=4976.0SSMH A5SSMH A4SSMH A1SSMH A2EX SSMH ASOFT GOLD PARKHICKORY STREETBASKETBALL COURTSEXISTINGPLAYGROUNDBASEBALL DIAMONDPARKING LOTFFE.4982.68" PVC WATERPROPOSED INVERTED SIPHON STORM/IRRIGATIONPROPOSED WATERLINE LOWERINGSheetWILLOX 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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C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETNORTH( IN FEET )1 inch = ft.Feet040404080120NOTES:EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTV1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIESWATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NOMECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESSSPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMALDEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIRSTANDARDS.9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.10.ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS.PROPOSED UNDER GROUND ELECTRIC UGEUGEEXISTING EDGE OF ASPHALTMATCH LINE - SEE SHEET U3U1U2U3U4CALL 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
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE
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XXSSMH A2STA 10+80.25N: 137039.62E: 192347.11SSMH A8STA 21+72.19N: 137946.83E: 191872.72SSMH A7STA 20+52.46N: 137827.21E: 191867.69SSMH A6STA 18+74.16N: 137695.95E: 191988.36SSMH A5STA 16+63.24N: 137485.22E: 191979.50SSMH A1STA 10+52.28N: 137039.43E: 192375.08SSMH A4STA 15+82.36N: 137409.26E: 192007.29EX SSMH ASTA 10+00.00N: 137014.98E: 192421.2952.28 LF 12" PVC @ 1.55%27.97 LF12" PVC@ 0.22%80.89 LF 12" PVC @ 0.22%210.92 LF12" PVC@ 0.22%178.30 LF 12" PVC @ 0.22%119.73 LF12" PVC@ 0.22%196.55 LF12" PVC@ 0.22%246.27 LF 12" PVC @ 0.22%255.83 LF 12" PVC @ 0.22%SSMH A3STA 13+26.52N: 137220.92E: 192180.444960496549704975498049854990499550004960496549704975498049854990499550009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00SSMH A6STA 18+74.16RIM 4981.6±INV. IN 4977.92 (NW)INV. OUT 4977.72 (S)SSMH A5STA 16+63.24RIM 4979.8±INV. IN 4977.25 (N)INV. OUT 4977.05 (S)
SSMH A1
STA 10+52.28
RIM 4980.4±
INV. IN 4975.11 (W)
INV. OUT 4974.54 (SE)
SSMH A4
STA 15+82.36
RIM 4980.9±
INV. IN 4976.88 (N)
INV. OUT 4976.68 (SE)
EX SSMH A
STA 10+00.00
RIM 4979.4±
INV. IN 4973.73 (NW)52.28 LF 12" PVC @ 1.55%27.97 LF 12" PVC @ 0.22%246.27 LF 12" PVC @ 0.22%80.89 LF 12" PVC @ 0.22%210.92 LF 12" PVC @ 0.22%SSMH A2
STA 10+80.25
RIM 4980.3±
INV. IN 4975.37 (NW)
INV. OUT 4975.17 (E)
SSMH A3
STA 13+26.52
RIM 4980.8±
INV. IN 4976.11 (NW)
INV. OUT 4975.91 (SE)255.83 LF 12" PVC @ 0.22%EXISTINGGROUNDPROPOSEDGROUNDSANITARY PIPE TO BE ENCASED INAREA OF CROSSINGS WITHLESS THAN 18" CLEARANCE14" PVC WATERSTA.=10+66.58INV.=4966.3830" RCPSTA.=10+41.99INV.=4969.438" PVC STORMSTA.=11+62.51INV.=4977.168" PVC STORMSTA.=11+66.70INV.=4977.1536" AB WATERSTA.=10+93.85TOP=4974.99SheetWILLOX 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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SANITARY LINE A10CALL 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.CallRKEYMAPT
C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREET( IN FEET )1 inch = ft.Feet0505050100150SS1SS2PROFILE SCALE:LINEMATCH STA19+00
SANITARY LINE ASTAMATCH LINE SEE SHEET 19+00SS2
EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND 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. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICENORTH
UD UD UD UDUGE UGE UGEUGEUGEUGEUGEUGE
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X XXXSSMH A14STA 32+65.15N: 138643.03E: 191770.46SSMH A12STA 29+21.14N: 138616.64E: 192103.68SSMH A13STA ???N: 138640.94E: 192081.71SSMH A11STA 27+09.92N: 138405.43E: 192102.50SSMH A10STA 25+16.30N: 138272.53E: 191961.69SSMH A9STA 23+68.74N: 138125.10E: 191955.49SSMH A8STA 21+72.19N: 137946.83E: 191872.72SSMH A7STA 20+52.46N: 137827.21E: 191867.69SSMH A6STA 18+74.16N: 137695.95E: 191988.36210.92 LF12" PVC@ 0.22%1
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2%119.73 LF12" PVC@ 0.22%196.55 LF12" PVC@ 0.22%147.56 LF12" PVC@ 0.22%193.62 LF12" PVC@ 0.22%211.22 LF12" PVC@ 0.22%311.26 LF 12" PVC @ 0.25%312.01 LF 12" PVC @ 0.25%32.75 LF12" PVC@ 0.22%450.44 LF 12" PVC @ 0.30%49654970497549804985499049955000500549654970497549804985499049955000500518+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+00178.30 LF 12" PVC @ 0.22%119.73 LF 12" PVC @ 0.22%196.55 LF 12" PVC @ 0.22%147.56 LF 12" PVC @ 0.22%193.62 LF 12" PVC @ 0.22%211.22 LF 12" PVC @ 0.22%32.75 LF12" PVC@ 0.22%SSMH A12STA 29+21.14RIM 4987.2±INV. IN 4981.42 (NW)INV. OUT 4981.22 (S)SSMH A13STA ???RIM 4987.0±INV. IN 4982.17 (N)INV. IN 4981.69 (W)INV. OUT 4981.49 (SE)SSMH A11STA 27+09.92RIM 4985.8±INV. IN 4980.76 (N)INV. OUT 4980.56 (SW)
SSMH A10
STA 25+16.30
RIM 4984.7±
INV. IN 4980.13 (NE)
INV. OUT 4979.93 (S)
SSMH A9
STA 23+68.74
RIM 4984.1±
INV. IN 4979.61 (N)
INV. OUT 4979.41 (SW)
SSMH A8
STA 21+72.19
RIM 4983.5±
INV. IN 4978.97 (NE)
INV. OUT 4978.77 (S)
SSMH A7
STA 20+52.46
RIM 4982.9±
INV. IN 4978.51 (N)
INV. OUT 4978.31 (SE)
SSMH A6
STA 18+74.16
RIM 4981.6±
INV. IN 4977.92 (NW)
INV. OUT 4977.72 (S)EXISTINGGROUNDPROPOSEDGROUND18"MIN.8" PVC WATERSTA.=29+07.00INV.=4979.11SheetWILLOX 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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SANITARY LINE A11CALL 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.CallRKEYMAPT
C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREET( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINEMATCHSTA19+00SANITARY LINE ASTAMATCH LINE SEE SHEET 19+00SS2
EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND 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. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICESS1SS2NORTH
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XXS16.67 LF 8" PVCN88°20'36"W15.85 LF 8" PVCN88°20'36"W76.91 LF 8" PVCN20°05'36"W178.30 LF 8" PVCN42°35'36"W113.59 LF 8" PVCN02°24'24"E41.84 LF 8" PVCS45°56'25"W57.81 LF 8" PVCN42°35'36"W444.06 LF 8" PVCN42°35'36"WSTA. 10+00.00CONNECT TO EXISTING8" WATER LINE1 - 8" GV (E)45.00° BEND w/ TBN:137033.06E:192455.19STA. 10+41.8445.00° BEND w/ TBN:137003.97E:192425.12STA. 10+74.3745.00° BEND w/ TBN:137004.91E:192392.61STA. 10+58.528"x6" TEE w/ TB2 - 8" GV (W, E)1 - 6" GV (S)1 - FH ASSEMBLY (S)N:137004.45E:192408.45STA. 16+30.8322.50° BEND w/ TBN:137414.56E:192016.00STA. 17+07.7422.50° BEND w/ TBN:137486.79E:191989.58STA. 20+99.1145.00° BEND w/ TBN:137830.93E:191877.85STA. 22+12.7022.50° BEND w/ TBN:137944.42E:191882.62BEGIN 14'' STEEL CASINGSTA 10+88.96N: 137015.65E: 192382.73END 14'' STEEL CASINGSTA 11+46.77N: 137058.21E: 192343.61PROPOSEDWATER METERPROPOSEDIRRIGATION METERPROPOSEDFIRE HYDRANTPROPOSED 12" PVCSANITARY LINEPROPOSED 40'UTILITY EASEMENTEXISTING 36" WATER MAIN(ANHEUSER-BUSH)PROPOSED INVERTED SIPHON STORM/IRRIGATION80.00 LF 8" PVCN02°24'24"E133.07 LF 8" PVCN02°24'24"ESTA. 19+20.8145.00° BEND w/ TBN:137699.67E:191998.53STA. 17+87.741 - 8" GV (ISOLATION VALVE)N:137566.72E:191992.94137.30 LF 8" PVCN24°54'24"ESTA. 11+53.22END WATERLINE LOWERINGN:137062.96E:192339.24STA. 11+86.771 - 8" GV (ISOLATION VALVE)N:137087.65E:192316.53STA. 10+82.21BEGIN WATERLINE LOWERINGN:137010.68E:192387.3033.55 LF 8" PVCN42°35'36"W4955496049654970497549804985499049954955496049654970497549804985499049959+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+508" PVC8" PVC8" PVC8" PVC8" PVCSTA. 10+12.1
0.3° DEFLECTION
T.O.P.=4974.39
STA. 10+89.0
45.0° DEFLECTION
T.O.P.=4967.31
STA. 11+46.8
45.0° DEFLECTION
T.O.P.=4967.31
STA. 11+53.2
45.0° DEFLECTION
T.O.P.=4973.76
STA. 10+82.2
44.8° DEFLECTION
T.O.P.=4974.06
STA. 20+99.10.4° DEFLECTIONT.O.P.=4977.64
STA. 10+58.52
8"x6" TEE w/TB
2 - 8" GV (W, E)
1 - 6" GV (S)
1 - FH ASSEMBLY (S)
T.O.P.=4974.17
STA. 10+74.37
45.00° BEND
T.O.P.=4974.10
STA. 17+07.7422.50° BENDT.O.P.=4977.08STA. 20+99.1145.00° BENDT.O.P.=4977.64
STA. 10+00.00
CONNECT TO EXISTING
8" PVC WATER LINE
T.O.P.=4974.39
STA. 10+41.84
45.00° BEND
T.O.P.=4974.25
STA. 11+46.77
END 14"
STEEL CASING
T.O.P.=4967.31
STA. 16+30.83
22.50° BEND
T.O.P.=4976.97
STA. 17+87.741 - 8" GV (ISOLATION VALVE)T.O.P.=4977.20STA. 19+20.8145.00° BENDT.O.P.=4977.39
STA. 10+82.21
BEGIN WATER
LINE LOWERING
T.O.P.=4974.06
STA. 10+88.96
BEGIN 14"
STEEL CASING
T.O.P.=4967.31
STA. 11+53.22
END WATER
LINE LOWERING
T.O.P.=4973.76
STA. 11+86.77
1 - 8" GV (ISOLATION VALVE)
T.O.P.=4973.7871.6' DEF.STA. 14+41.11
T.O.P.=4975.62
STA. 15+12.73
T.O.P.=4976.80
(@ 0.5°)54.1' DEF.STA. 13+58.20
T.O.P.=4973.85
STA. 14+12.34
T.O.P.=4974.71
(@ 0.7°)36" WATERSTA.=11+34.60TOP=4974.83BOP = 4971.7312" PVC SANITARYSTA.=11+21.39INV.=4975.148" PVC STORMSTA.=12+11.05INV.=4977.208" PVC STORMSTA.=12+09.73INV.=4977.228" PVC STORMSTA.=12+08.11INV.=4977.248" PVC STORMSTA.=12+06.87INV.=4977.2057.81 LF14" STEEL CASINGEXISTINGGROUNDPROPOSEDGROUND30" RCPSTA.=11+00.51INV.=4969.36SheetWILLOX 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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WATER LINE A12 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE ASTAMATCH LINE SEE SHEET 21+50WT2
KEYMAPT
C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETCALL 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.CallRNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND 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 ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIRSTANDARDS.10.ALL WATER SERVICES SHALL BE 34" UNLESS OTHERWISE NOTED.EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVLINEMATCHSTA21+50NORTHWT1WT2
49654970497549804985499049955000500549654970497549804985499049955000500521+5022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0031+508" PVC8" PVC8" PVC8" PVC8" PVCSTA. 22+12.7
0.2° DEFLECTION
T.O.P.=4978.60
STA. 24+09.3
0.3° DEFLECTION
T.O.P.=4979.48
STA. 29+50.40.7° DEFLECTIONT.O.P.=4979.77STA. 30+44.144.8° DEFLECTIONT.O.P.=4980.44STA. 30+46.245.0° DEFLECTIONT.O.P.=4982.50
STA. 22+12.70
22.50° BEND
T.O.P.=4978.60
STA. 25+54.74
45.00° BEND
T.O.P.=4980.94
STA. 27+48.57
45.00° BEND
T.O.P.=4981.39
STA. 29+39.8345.00° BENDT.O.P.=4979.82 STA. 30+30.598"x8" TEE w/TB2 - 8" GV (E, S)1 - 8"x6" REDUCER (S)1 - FH ASSEMBLY (S)T.O.P.=4980.35
STA. 23+50.00
1 - 8" GV (ISOLATION VALVE)
T.O.P.=4979.22
STA. 24+09.25
22.50° BEND
T.O.P.=4979.48
STA. 29+50.37BEGIN WATERLINE LOWERINGT.O.P.=4979.77STA. 29+94.1345.00° BENDT.O.P.=4980.09STA. 30+46.18END WATERLINE LOWERINGT.O.P.=4982.50 STA. 30+50.598"x8" TEE w/TB2 - 8" GV (W, E)T.O.P.=4982.50
121.0' DEF.STA. 26+19.90
T.O.P.=4981.59
STA. 27+40.93
T.O.P.=4981.48
(@ 0.2°)37.3' DEF.STA. 28+28.16T.O.P.=4980.45STA. 28+65.47T.O.P.=4980.14(@ 0.2°)15" HDPE STORMSTA.=28+10.51INV.=4983.85EXISTINGGROUNDPROPOSEDGROUND12" PVC SANITARYSTA.=30+40.59INV.=4981.8012" PVC SANITARYSTA.=29+54.11INV.=4981.1918"18"XXXXXXXXXXXXXXXXXX
X XXXXSAINT FRANCIS STREET UD UD UD UD1
7
8
.
3
0
L
F
8
"
P
VCN4
2
°
3
5
'
3
6
"W113.59 LF 8" PVCN02°24'24"E145.49 LF 8" PVCN02°24'24"E193.83 LF 8" PVCN46°39'24"E191.26 LF 8" PVCN00°21'01"ESTA. 20+99.1145.00° BEND w/ TBN:137830.93E:191877.85STA. 22+12.7022.50° BEND w/ TBN:137944.42E:191882.62STA. 25+54.7445.00° BEND w/ TBN:138268.05E:191971.51STA. 27+48.5745.00° BEND w/ TBN:138401.09E:192112.47STA. 29+39.8345.00° BEND w/ TBN:138592.35E:192113.64STA. 30+30.598"x8" TEE w/ TB2 - 8" GV (S, E)1 - 8"x6" REDUCER (S)1 - FH ASSEMBLY (S)N:138631.22E:192039.0136.46 LF 8" PVCN89°36'54"W133.07 LF 8" PVCN02°24'24"ESTA. 19+20.8145.00° BEND w/ TBN:137699.67E:191998.53STA. 17+87.741 - 8" GV (ISOLATION VALVE)N:137566.72E:191992.94STA. 23+50.001 - 8" GV (ISOLATION VALVE)N:138068.95E:191940.45STA. 24+09.2522.50° BEND w/ TBN:138122.69E:191965.40137.30 LF 8" PVCN24°54'24"E59.25 LF 8" PVCN24°54'24"ESAINT THERESE STREETSAINT JEROME STREETLOT 11LOT 10LOT 13LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7TRACT ADE/UE/AETRACT DLOT 3LOT 8LOT 10LOT 9LOT 7LOT 1LOT 2LOT 4LOT 14LOT 12BLOCK 3BLOCK 6BLOCK 2PROPERTYBOUNDARYSTORM DRAINLINE (TYP.)PROPOSED 12" PVCSANITARY LINEPROPOSED 12" PVCSANITARY LINEPROPOSED 8" PVCWATER LINE57'ROW30'FL - FLSTA. 29+50.37BEGIN WATERLINE LOWERINGN:138599.85E:192106.23STA. 29+94.1345.00° BEND w/ TBN:138630.98E:192075.48STA. 30+46.18END WATERLINE LOWERINGN:138646.81E:192039.12STA. 30+50.598"x8" TEE w/TB2 - 8" GV (W, E)N:138651.22E:192039.1543.76 LF 8" PVCN44°38'59"W10.54 LF 8" PVCN44°38'59"W15.59 LF 8" PVCN00°23'06"EPROFILE SCALE:WATER LINE ASTAMATCH LINE SEE SHEET 21+50WT1
KEYMAPT
C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETCALL 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.CallRSheetWILLOX 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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WATER LINE A13 ( IN FEET )1 inch = ft.Feet0505050100150NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND 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 ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIRSTANDARDS.10.ALL WATER SERVICES SHALL BE 34" UNLESS OTHERWISE NOTED.EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVLINE
MATCH STA
21+50
NORTHWT1WT2
TSTTXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUD0.5%0.5%0.5%0.5%1.0%1.0%0.7%1.5%11.4%10.3%7.9%15.0%12.0%22.3%13.8%8.2%2.7%7.5%11.7%24.4%16.1%14.1%25.5%7.2%6.3%10.1%7.9%2.5%SAINT THERESE STREETSAINT THERESE STREETSAINT JEROME STREETO'BOYLE AVENUESAINT JOESPH STREETSAINT FRANCIS STREETEXISTING 30' ROWEASEMENTEXISTING 20'DRAINAGE EASEMENTEXISTING 10'UTILITY EASEMENTEXISTING 6' CITY OFFORT COLLINS EASEMENTPROPOSED PONDPROPOSEDIRRIGATION PIPEPROPOSED RAIN GARDENUNDER DRAINPROPOSEDPOND OUTFALLWEST WILLOX LANEACKELSON CONNIE A.KAFKA, AMYPITT, JEANGBP LLCPEREZ DANIEL A.LOT 3LOT 4LOT 5LOT 6LOT 12LOT 11LOT 8LOT 13LOT 9LOT 7LOT 6LOT 9LOT 7LOT 8LOT 10LOT 1LOT 2LOT 3LOT 4LOT 5LOT 2LOT 6LOT 10LOT 1LOT 3LOT 8LOT 9LOT 12LOT 11LOT 4LOT 5LOT 7LOT 8LOT 10LOT 9LOT 7LOT 6LOT 1LOT 2LOT 4LOT 5LOT 8LOT 3LOT 7LOT 5LOT 4LOT 6LOT 1LOT 14LOT 12LOT 11LOT 10LOT 9LOT 13LOT 2LOT 10LOT 1LOT 2LOT 2LOT 5LOT 3LOT 1LOT 4LOT 3BLOCK 4BLOCK 3BLOCK 5BLOCK 6BLOCK 2BLOCK 1TRACT BDETRACT ADE/UE/AETRACT CDETRACT DTRACT ADE/UE/AEPROPOSED INVERTED SIPHON STORM/IRRIGATIONLINE BY OTHERSPROPOSED RAIN GARDENA4A4A3A3A1A1A2A2TESTSTACONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRXXX
XXXXXXC.O.XXXXXX
X X X X XXXXXXXXXXXXXXXXXXXSSOFT GOLD PARKHICKORY STREETCITY OF FORT COLLINSSheetWILLOX 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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C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETNORTH( IN FEET )1 inch = ft.Feet0808080160240PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN 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 FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKSWALE SECTIONSSWALE SUMMARY TABLESWALE IDMIN DMIN TWS1 (n:1)BWS2 (n:1)QA1 - A10.4012.308.02.017.03.36A2 - A20.7011.006.02.07.07.19A3 - A30.609.408.02.04.05.43A4 - A40.7014.907.02.012.09.10CALL 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.CallRMATCH LINE - SEE THIS SHEETMATCH LINE - SEE THIS SHEETG1G2G3G4
WWWWWSTSSMWWTSMMWMXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXEEEEEEEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /T0.5%0.5%0.5%0.7%1.5%11.4%
10.3%
7.
9
%15.0%12.0%22.3%14.1%25.5%7.2%6.3%10.1%7.9%2.5%EXISTING 30' ROWEASEMENTEXISTING 6' CITY OFFORT COLLINS EASEMENT57'ROW57'ROW30'-30'-30'-57'57'30'9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTPROPOSED CONCRETECULVERTPROPOSEDSIDEWALK CHASESAINT THERESE STREET
SAINT JEROME STREET SAINT JOESPH STREET5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT
9' UTILITY EASEMENT9' UTILITY EASEMENTWEST WILLOX LANEACKELSON CONNIE A.KAFKA, AMYPEREZ DANIEL A.PROPOSED IRRIGATION PIPEPROPOSED 8'CONCRETE TRAILLOT 3LOT 5LOT 4LOT 6LOT 1LOT 2LOT 6LOT 9LOT 7LOT 8LOT 10LOT 1LOT 2LOT 3LOT 4LOT 5LOT 2LOT 6LOT 10LOT 1LOT 3LOT 8LOT 9LOT 12LOT 11LOT 4LOT 5LOT 7LOT 2LOT 5LOT 3LOT 1LOT 4TRACT CDETRACT BDEBLOCK 4BLOCK 5BLOCK 1BLOCK 2TRACT ADE/UE/AEPROPOSED INVERTED SIPHON STORM/IRRIGATIONLINE BY OTHERSPROPOSEDSIDEWALK CHASEA3A3A1A16' UTILITY EASEMENT6' UTILITY EASEMENT 6' UTILITY EASEMENT6' UTILITY EASEMENT6' UTILITY EASEMENT6' UTILITY EASEMENT100' UNION PACIFICRAILROAD ROWPROPOSED SINGLECOMBINATION INLETSheetWILLOX 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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C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETNORTH( IN FEET )1 inch = ft.Feet040404080120PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN 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 FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKSWALE SECTIONSSWALE SUMMARY TABLESWALE IDMIN DMIN TWS1 (n:1)BWS2 (n:1)QA1 - A10.4012.308.02.017.03.36A2 - A20.7011.006.02.07.07.19A3 - A30.609.408.02.04.05.43A4 - A40.7014.907.02.012.09.10MATCH LINE - SEE SHEET G2G1G2G3G4CALL 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
WWTWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X XXXX
XXXXXXXXXXXXXXXXXUDUDUDUDUD
0.5%1.0%1.0%0.7%22.3%13.8%8.2%2.7%7.5%11.7%24.4%16.1%EXISTING 20'DRAINAGE EASEMENTEXISTING 10'UTILITY EASEMENT57'ROW57'ROW30'-30'-30'-57'ROW30'-57'ROW30'-57'ROW30'-9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTPROPOSED SIDEWALK CHASEPROPOSED CONCRETECULVERTSAINT THERESE STREET
SAINT JEROME STREET O'BOYLE AVENUEO'BOYLE AVENUESAINT FRANCIS STREET5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALKPROPOSED PONDPROPOSED RAINGARDENPROPOSED RAIN GARDENUNDER DRAIN9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT PITT, JEANGBP LLCPEREZ DANIEL A.PROPOSED 8'CONCRETE TRAILPROPOSED 8'CONCRETE TRAILLOT 8LOT 7LOT 5LOT 6LOT 14LOT 12LOT 11LOT 10LOT 9LOT 13LOT 10LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 12LOT 11LOT 8LOT 13LOT 9LOT 7LOT 1LOT 8LOT 7LOT 3LOT 8LOT 10LOT 9LOT 7LOT 6LOT 1LOT 2LOT 4LOT 5TRACT ADE/UE/AETRACT DBLOCK 2BLOCK 3BLOCK 6PROPOSED INVERTED SIPHON STORM/IRRIGATIONLINE BY OTHERSA2A2A4A4A3A3POND 1100-YR DETENTION VOLUME = 2.20 AC-FT100-YR WSEL=4984.47IRRIGATION VOLUME= 4.90 AC-FTMAX. IRRIGATION WSEL=4982.61MIN. PERMANENT WSEL=4981.70PROPOSED POND OUTLET STRUCTUREPROPOSED IRRIGATION PIPETO CITY PONDPROPOSED PONDOUTLET PIPE6' UTILITY EASEMENT
6' UTILITY EASEMENT 6' UTILITY EASEMENT6' UTILITY EASEMENT6' UTILITY EASEMENT
6' UTILITY EASEMENT PROPOSED SINGLECOMBINATION INLETSheetWILLOX 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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C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETNORTH( IN FEET )1 inch = ft.Feet040404080120PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN 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 FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKSWALE SECTIONSSWALE SUMMARY TABLESWALE IDMIN DMIN TWS1 (n:1)BWS2 (n:1)QA1 - A10.4012.308.02.017.03.36A2 - A20.7011.006.02.07.07.19A3 - A30.609.408.02.04.05.43A4 - A40.7014.907.02.012.09.10MATCH LINE - SEE SHEET G3MATCH LINE - SEE SHEET G1G1G2G3G4CALL 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
CONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X XXXXXXXXXXXXXXXXXXXXXXXXXXXJENSEN GORDON L.CITY OF FORT COLLINSPEREZ DANIEL A.SOFT GOLD PARKPROPOSED 8'CONCRETE TRAILSheetWILLOX 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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C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETNORTH( IN FEET )1 inch = ft.Feet040404080120PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN 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 FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKSWALE SECTIONSSWALE SUMMARY TABLESWALE IDMIN DMIN TWS1 (n:1)BWS2 (n:1)QA1 - A10.4012.308.02.017.03.36A2 - A20.7011.006.02.07.07.19A3 - A30.609.408.02.04.05.43A4 - A40.7014.907.02.012.09.10MATCH LINE - SEE SHEET G4MATCH LINE - SEE SHEET G2G1G2G3G4CALL 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
TESTSTAXXXXXXB MX X X X X X X X X XXXXXXXXXXXXXXXXSPROPOSED EXTENSION OF EXISTING 8" STORM LINESCITY OF FORT COLLINSCITY OF FORT COLLINSPEREZ DANIEL A.SOFT GOLD 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
Engineering Services, Inc.NOT FOR CO
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C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETNORTH( IN FEET )1 inch = ft.Feet040404080120PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN 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 FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKSWALE SECTIONSSWALE SUMMARY TABLESWALE IDMIN DMIN TWS1 (n:1)BWS2 (n:1)QA1 - A10.4012.308.02.017.03.36A2 - A20.7011.006.02.07.07.19A3 - A30.609.408.02.04.05.43A4 - A40.7014.907.02.012.09.10MATCH LINE - SEE SHEET G3G1G2G3G4CALL 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
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /57' ROWSAINT THERESE STREETSTA. = 12+42.21(STREET A)STA. = 10+00.00(STREET D)30' FL-FL5 ' SIDEWALK5 ' SIDEWALK5 ' SIDEWALKSAINT JOESPH STREET(SEE SHEET R6)WEST WILLOX LANE(SEE SHEET R9)9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 10BLOCK 4LOT 1BLOCK 5LOT 1BLOCK 1TRACT CDETRACT BDETRACT ADE/UE/AELOT 3LOT 4LOT 5LOT 2LOT 10LOT 12LOT 11LOT 6LOT 9LOT 7LOT 8LOT 2PROPOSED 10'CONCRETE PANPROPOSED 31" DRIVEOVERCURB & GUTTER4980498549904995500050054980498549904995500050059+5010+0011+0012+0013+0014+0015+004992.114992.66
4993.27
4993.38
4992.88
4991.614991.874992.34
4992.82
4992.97
4993.12
4993.42
4993.49
4993.48
4993.25
4993.13
4993.00
4992.75
4992.63
4992.50 0.60%-2.00%2.00%-0.50%PVI STA = 10+00.00PVI ELEV = 4992.11PVI STA = 10+26.00PVI ELEV = 4991.59PVI STA = 10+31.00PVI ELEV = 4991.42PVI STA = 10+36.00PVI ELEV = 4991.59 50.0' VCPVI STA = 10+86.00PVI ELEV = 4992.59BVCS: 10+61BVCE: 4992.09EVCS: 11+11
EVCE: 4992.74 A.D. = 1.40K = 35.6475.0' VCHP ELEV = 4993.50HP STA = 12+58.76PVI STA = 12+55.44PVI ELEV = 4993.60BVCS: 12+17.94
BVCE: 4993.38
EVCS: 12+92.94
EVCE: 4993.41A.D. = 1.10K = 68.36PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDSheetWILLOX 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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SAINT THERESE STREET19 NORTHCENTERLINESAINT THERESE STREETSCALE : 1" = 40' (H) 1" = 5' (V)EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO 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 TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALTLINEMATCHSTA15+00( IN FEET )1 inch = ft.Feet040404080120STAMATCH LINE SEE SHEET 15+00R2
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.CallRKEYMAPTWEST WILLOX LANESOFTGOLD PARKR1R2
SAINT THERESE STREETSTA. = 16+92.28(STREET A)STA. = 12+68.70(STREET E)30' FL-FL57' ROW57' ROW30' FL-FL5 ' SIDEWALK5 ' SIDEWALK5 ' SIDEWALK5 ' SIDEWALKO'BOYLE AVENUE(SEE SHEET R7)SAINT FRANCIS STREET(SEE SHEET R3)STA. = 19+95.88(STREET A)STA. = 10+00.00(STREET B)9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 1LOT 2LOT 3LOT 10LOT 8LOT 9LOT 10LOT 12LOT 11LOT 8LOT 13LOT 9LOT 3LOT 1LOT 2LOT 4LOT 5BLOCK 4BLOCK 5BLOCK 3BLOCK 6TRACT CDEPROPOSED 31" DRIVEOVERCURB & GUTTER49804985499049955000500549804985499049955000500515+0016+0017+0018+0019+0020+0020+504992.254992.134992.004991.884991.754991.63
4991.50
4991.38
4991.25
4991.13
4991.00
4990.88
4990.75
4990.63
4990.50
4990.38
4990.14
4989.89
4989.64 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND-1.00%-0.50%PVI STA = 19+01.98
PVI ELEV = 4990.37
PVI STA = 19+95.88
PVI ELEV = 4989.43
SheetWILLOX 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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SAINT THERESE STREET20 NORTHCENTERLINESAINT THERESE STREETSCALE : 1" = 40' (H) 1" = 5' (V)EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO 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 TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALTLINEMATCHSTA15+00( IN FEET )1 inch = ft.Feet040404080120STAMATCH LINE SEE SHEET 15+00R1
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.CallRKEYMAPTWEST WILLOX LANESOFTGOLD PARKR1R2
STA. = 10+00.00(STREET B)STA. = 19+95.88(STREET A)STA. = 12+94.09(STREET B)STA. = 17+59.28(STREET C)30'-57'ROW5' SIDEWALK5' SIDEWALKPROPOSEDCONCRETE CULVERT9' UTILITY EASEMENT9' UTILITY EASEMENTSAINT FRANCIS STREETSAINT THERESE STREET(SEE SHEET R2)SAINT JEROME STREET(SEE SHEET R5)PROPOSED 12'CONCRETE PANPROPOSEDSIDEWALK CHASELOT 10LOT 1LOT 12LOT 13LOT 10LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 8LOT 9LOT 7BLOCK 6BLOCK 2BLOCK 3TRACT ADE/UE/AETRACT DPROPOSED 31" DRIVEOVERCURB & GUTTER4980498549904995500050054980498549904995500050059+5010+0011+0012+0013+0013+504989.434989.18
4988.93
4988.69
4988.57
4988.44
4988.32
4988.19
4988.07
4987.91
4987.66
4987.41 -1.00%-1.00%-0.50%PVI STA = 10+00.00PVI ELEV = 4989.43
PVI STA = 10+72.82
PVI ELEV = 4988.70
PVI STA = 12+88.29
PVI ELEV = 4987.15
PVI STA = 12+18.06
PVI ELEV = 4987.98PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDSheetWILLOX 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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SAINT FRANCIS STREET21 NORTHCENTERLINESAINT FRANCIS STREETSCALE : 1" = 40' (H) 1" = 5' (V)EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO 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 TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALT( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRKEYMAPTWEST WILLOX LANESOFTGOLD PARKR3
EEEEE E
SAINT
JEROME
STREETSTA. = 10+00.00(STREET C)STA. = 12+35.22(STREET D)STA. = 14+55.87(STREET C)STA. = 15+79.96(STREET E)O'BOYLE AVENUE(SEE SHEET R7)SAINT JOESPH STREET(SEE SHEET R6)30'-57'ROW5' SIDEWALK
5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5'
S
IDEWALK
9'
UT
IL
ITY
EASEMENET9'
UT
IL
ITY
EASEMENETPROPOSED 12'CONCRETE PANPROPOSED 6'CONCRETE PANLOT 3LOT 7LOT 5LOT 4LOT 6LOT 1LOT 2LOT 5LOT 4LOT 6LOT 6LOT 3LOT 4LOT 5LOT 7BLOCK 2BLOCK 1BLOCK 5TRACT CDETRACT ADE/UE/AEPROPOSEDCONCRETE CULVERTPROPOSEDSIDEWALK CHASEPROPOSEDSIDEWALK CHASEPROPOSED 31" DRIVEOVERCURB & GUTTER4975498049854990499550004975498049854990499550009+5010+0011+0012+0013+0014+0015+004990.974989.97
4990.41
4990.46
4989.86
4990.724990.474990.22
4989.81
4989.85
4990.08
4990.64
4990.71
4990.61
4990.31
4990.16
4990.01
4989.71
4989.56
4989.41 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND1.35%-0.60%-0.60%-1.00%PVI STA = 10+00.00PVI ELEV = 4990.97
PVI STA = 14+55.87
PVI ELEV = 4989.53 75.0' VCHP ELEV = 4990.71HP STA = 12+47.47PVI STA = 12+33.00PVI ELEV = 4990.86BVCS: 11+95.50
BVCE: 4990.36
EVCS: 12+70.50
EVCE: 4990.64A.D. = 1.95K = 38.3975.0' VCLP ELEV = 4989.80LP STA = 11+32.82PVI STA = 11+38.46PVI ELEV = 4989.58BCVS: 11+00.96BVCE: 4989.96
ECVS: 11+75.96
EVCE: 4990.09A.D. = 2.35K = 31.86SheetWILLOX 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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SAINT JEROME STREET22 NORTHCENTERLINESAINT JEROME STREETSCALE : 1" = 40' (H) 1" = 5' (V)EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO 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 TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALTLINE
MATCH STA
15+00
( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRSTAMATCH LINE SEE SHEET 15+00R5
KEYMAPTWEST WILLOX LANESOFTGOLD PARKR4R5
SAINT JEROME STREETSTA. = 17+59.28(STREET C)STA. = 12+94.09(STREET B)30'-57'ROW5' SIDEWALK
5' SIDE
W
A
L
K 5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENET9' UTILITY EASEMENETSAINT FRANCIS STREET(SEE SHEET R3)PROPOSED 12'CONCRETE PANPROPOSEDCONCRETE CULVERTLOT 14LOT 12LOT 11LOT 10LOT 9LOT 13LOT 1LOT 2LOT 8LOT 10LOT 9LOT 7LOT 6BLOCK 2BLOCK 6BLOCK 3TRACT ADE/UE/AEPROPOSED 31" DRIVEOVERCURB & GUTTER49804985499049955000500549804985499049955000500515+0016+0017+0018+0018+504989.114988.96
4988.81
4988.66
4988.51
4988.36
4988.17
4987.92
4987.67
4987.42 -1.00%-0.60%PVI STA = 16+65.37
PVI ELEV = 4988.27
PVI STA = 17+59.28
PVI ELEV = 4987.33PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDSheetWILLOX 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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SAINT JEROME STREET23 NORTHCENTERLINESAINT JEROME STREETSCALE : 1" = 40' (H) 1" = 5' (V)EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO 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 TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALTLINEMATCH STA15+00
( IN FEET )1 inch = ft.Feet040404080120STAMATCH LINE SEE SHEET 15+00R4
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.CallRKEYMAPTWEST WILLOX LANESOFTGOLD PARKR4R5
STA. = ???(STREET D)STA. = 12+42.21(STREET A)STA. = 12+35.22(STREET D)STA. = 10+00.00(STREET C)30'-57'ROW5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT9' UTILITY EASEMENTSAINT THERESE STREET(SEE SHEET R1)SAINT JEROME STREET(SEE SHEET R4)LOT 2LOT 5LOT 3LOT 1LOT 4LOT 2LOT 1LOT 3LOT 9LOT 7LOT 8LOT 10BLOCK 1BLOCK 5BLOCK 4TRACT ADE/UE/AESAINT JOESPH STREETPROPOSED 31" DRIVEOVERCURB & GUTTER4980498549904995500050054980498549904995500050059+5010+0011+0012+0013+004989.10
4989.09
4989.09
4989.05
4988.98
4988.85
4988.82
4988.78
4988.69
4988.65 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND-2.00%-1.00%PVI STA = 10+00.00PVI ELEV = 4993.47PVI STA = 10+15.00
PVI ELEV = 4993.17
PVI STA = 12+35.22
PVI ELEV = 4990.97
SheetWILLOX 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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SAINT JOESPH STREET24 NORTHCENTERLINESAINT JOESPH STREETSCALE : 1" = 40' (H) 1" = 5' (V)EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO 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 TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALT( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRKEYMAPTWEST WILLOX LANESOFTGOLD PARKR6
XXXXXXXXSTA. = 12+68.70(STREET E)STA. = 16+92.47(STREET A)STA. = 15+79.96(STREET E)STA. = 14+55.87(STREET C)30'-57'ROW30'-57'ROW9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALKO'BOYLE AVENUEEXISTING 30' ROWEASEMENTEXISTING 20'DRAINAGE EASEMENTPROPOSEDBARRICADESSAINT THERESE STREET(SEE SHEET R2)SAINT JEROME STREET(SEE SHEET R4)LOT 1LOT 8LOT 7LOT 6LOT 5LOT 8LOT 7LOT 5LOT 6LOT 9LOT 13BLOCK 4BLOCK 5BLOCK 6BLOCK 2BLOCK 3TRACT CDE6' CONCRETE PANPROPOSED INVERTED SIPHON STORM/IRRIGATIONLINE BY OTHERSPROPOSED 31" DRIVEOVERCURB & GUTTERPROPOSED 31" DRIVEOVERCURB & GUTTER4980498549904995500050054980498549904995500050059+5010+0011+0012+0013+0014+0015+0015+504987.574987.634987.694987.774988.054988.56
4989.27
4990.02
4990.68
4991.07
4991.16
4991.05
4990.92
4990.80
4990.67
4990.55
4990.42
4990.30
4990.17
4990.05
4989.89
4989.55
4989.07 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND3.00%-0.50%-2.00%0.25%PVI STA = 10+00.00PVI ELEV = 4987.57
75.0' VCHP ELEV = 4991.17HP STA = 12+45.51PVI STA = 12+18.72PVI ELEV = 4991.33BVCS: 11+81.22
BVCE: 4990.20
EVCS: 12+56.22
EVCE: 4991.14A.D. = 3.50K = 21.4550.0' VCPVI STA = 15+09.63PVI ELEV = 4989.88BVCS: 14+84.63
BVCE: 4990.00
EVCS: 15+34.63
EVCE: 4989.38 A.D. = 1.50K = 33.3275.0' VCPVI STA = 11+01.50PVI ELEV = 4987.82BCVS: 10+64BVCE: 4987.72ECVS: 11+39
EVCE: 4988.94 A.D. = 2.75K = 27.2715" HDPESTA.=11+11.59INV.=4981.81SheetWILLOX 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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O'BOYLE AVENUE25 NORTHCENTERLINEO'BOYLE AVENUESCALE : 1" = 40' (H) 1" = 5' (V)EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO 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 TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALT( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRR7KEYMAPTWEST WILLOX LANESOFTGOLD PARK
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSMSWWWMWWSMMWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXEWEST WILLOX LANE6' SIDEWALK72'ROWEXISTING 6' CITY OFFORT COLLINS EASEMENT57'ROW30'-9' UTILITY EASEMENT 6' SIDEWALK9' UTILITY EASEMENT
40'EOA - SAINT THERESE STREET(SEE SHEET R1)TRACT BDETRACT ADE/UE/AEPROPOSEDSIDEWALK CHASEPROPOSED ROWEXISTING ROWRAILROADTRACKSEX. 15" METALEX. 12" RCPEXISTINGDRIVEWAYEXISTINGDRIVEWAYEXISTINGDRIVEWAYEXISTINGDRIVEWAYPROPOSEDEDGE OF ASPHALTEXISTINGEDGE OF ASPHALTEXISTINGEDGE OF ASPHALT15' UTILITY EASEMENTEDGE OF PROPOSED SAW CUTTIE TO EXISTINGEDGE OF ASPHALTTIE TO EXISTINGEDGE OF ASPHALTEDGE OFPROPOSED SAW CUTTIE TO EXISTINGEDGE OF ASPHALTTIE TO EXISTINGEDGE OF ASPHALTPROPOSED 10'CONCRETE PAN49854990499550005005501049854990499550005005501018+0019+0020+0021+0022+0023+0024+0025+0026+0027+00-0.50%1.00%PVI STA = 20+00.00PVI ELEV = 4993.12
PVI STA = 24+75.00
PVI ELEV = 4993.14 145.0' VCLP ELEV = 4991.79LP STA = 22+91.38PVI STA = 23+15.51PVI ELEV = 4991.55BCVS: 22+43.01
BVCE: 4991.91
ECVS: 23+88.01
EVCE: 4992.27 A.D. = 1.49K = 97.054993.124992.994992.874992.754992.624992.50
4992.37
4992.25
4992.12
4992.00
4991.88
4991.80
4991.79
4991.85
4991.96
4992.15
4992.39
4992.64
4992.89
4993.144993.14
4993.36
4993.50
4993.56
4993.54
4993.44
4993.31
4993.18
4993.04
4992.96
4995.134994.884994.624994.374994.124993.874993.624993.374993.12
PROPOSED GRADEEXISTING GROUNDFUTURE GRADEEXISTING GROUNDFUTURE GRADEEXISTING GROUNDEXISTING GROUNDFUTURE GRADEEXISTING GROUNDFUTURE GRADEEXISTING GROUNDPROPOSED GRADE49804985499049955000500549804985499049955000500518+0019+0020+0021+0022+0023+0024+0025+0026+0027+00-0.50%0.50%1.00%PVI STA = 20+00.00PVI ELEV = 4992.60
PVI STA = 22+91.38
PVI ELEV = 4991.14
PVI STA = 23+63.26
PVI ELEV = 4991.50
PVI STA = 24+75.00
PVI ELEV = 4992.62
4992.604992.484992.354992.224992.104991.98
4991.85
4991.72
4991.60
4991.48
4991.35
4991.22
4991.19
4991.31
4991.43
4991.62
4991.87
4992.12
4992.37
4992.62
SheetWILLOX 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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WEST WILLOX LANE26 NORTHCENTER LINEWEST WILLOX LANESCALE : 1" = 40' (H) 1" = 5' (V)EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO 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 TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALT( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRKEYMAPTWEST WILLOX LANESOFTGOLD PARKSTAMATCH LINE SEE SHEET 18+00##
STAMATCH LINE SEE SHEET 27+00###
LINE
MATCH STA
27+00
LINEMATCH STA18+00RIGHT FLOWLINEWEST WILLOX LANESCALE : 1" = 40' (H) 1" = 5' (V)R9
WMWWMXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX52' - EXISTING 10'ROW EASEMENTEXISTING 30'ROW EASEMENTEXISTING 6' CITY OFFORT COLLINS EASEMENT84'ROW6' SIDEWALK6' SIDEWALKWEST WILLOX LANEEX. 15" METALEX. 24" RCP49804985499049955000500550105015498049854990499550005005501050159+5010+0011+0012+0013+0014+0015+0016+0017+0018+004996.824997.324997.82
4998.32
4998.46
4997.67
4996.67
4995.68
4996.954997.074997.204997.454997.574997.704997.954998.07
4998.20
4998.44
4998.51
4998.52
4998.34
4998.16
4997.92
4997.42
4997.17
4996.92
4996.43
4996.18
4995.93
4995.43
4995.18
4994.93 0.50%-1.00%PVI STA = 10+00.00PVI ELEV = 4996.82
150.0' VCHP ELEV = 4998.52HP STA = 13+64.63PVI STA = 13+89.47PVI ELEV = 4998.77BVCS: 13+14.47
BVCE: 4998.40
EVCS: 14+64.47
EVCE: 4998.02 A.D. = 1.50K = 100.32PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDSheetWILLOX 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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WEST WILLOX LANE (ULTIMATE)27NORTHCENTER LINEW. WILLOX LANESCALE : 1" = 40' (H) 1" = 5' (V)EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO 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 TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALT( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRLINE
MATCH STA
18+00STAMATCH LINE SEE SHEET 18+00R10
KEYMAPTWEST WILLOX LANESOFTGOLD PARKR10R9R11
498049854990499550005005501050154980498549904995500050055010501518+0019+0020+0021+0022+0023+0024+0025+0026+0026+504993.694992.914992.40
4991.90
4991.68
4992.39
4993.33
4994.444994.194993.944993.444993.194993.034992.784992.664992.53
4992.28
4992.15
4992.03
4991.77
4991.68
4991.65
4991.77
4991.93
4992.14
4992.65
4992.90
4993.14
4993.45
4993.51
4993.51
4993.33 -1.00%-0.50%1.00%-0.50%PVI STA = 19+56.35PVI ELEV = 4993.13
150.0' VCHP ELEV = 4993.52HP STA = 25+62.15PVI STA = 25+37.07PVI ELEV = 4993.77BVCS: 24+62.07
BVCE: 4993.02
EVCS: 26+12.07
EVCE: 4993.39 A.D. = 1.50K = 99.84150.0' VCLP ELEV = 4991.65LP STA = 22+75.45PVI STA = 23+00.27PVI ELEV = 4991.40BCVS: 22+25.27
BVCE: 4991.77
ECVS: 23+75.27
EVCE: 4992.15 A.D. = 1.51K = 99.58PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDSSSMSWWWMSMMWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXEEWEST WILLOX LANE6' SIDEWALK84'ROWEXISTING 6' CITY OFFORT COLLINS EASEMENTEXISTING 10'ROW EASEMENTEXISTING 30'ROW EASEMENTEXISTING 6' CITY OFFORT COLLINS EASEMENT57'ROW30'-9' UTILITY EASEMENT 6' SIDEWALK9' UTILITY EASEMENTPROPOSEDIRRIGATION PIPE52' - SAINT THERESE STREET(SEE SHEET R1)6' SIDEWALKTRACT BDETRACT ADE/UE/AEEX. 15" METALEX. 12" RCPEXISTINGDRIVEWAYEXISTINGDRIVEWAYEXISTINGDRIVEWAYSheetWILLOX 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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WEST WILLOX LANE (ULTIMATE)28NORTHEXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO 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 TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALT( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRCENTER LINEW. WILLOX LANESCALE : 1" = 40' (H) 1" = 5' (V)LINE
MATCH STA
26+50
STAMATCH LINE SEE SHEET 26+00R11
STAMATCH LINE SEE SHEET 18+00R9 LINEMATCH STA18+00
KEYMAPTWEST WILLOX LANESOFTGOLD PARKR10R9R11
SMMMMMSMMMMXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHUX52' - 84'ROW6' SIDEWALK6' SIDEWALKRAILROADTRACKS42"X72" CMPWEST WILLOX LANEEXISTINGDRIVEWAYEXISTINGDRIVEWAYEXISTINGDRIVEWAYEXISTINGDRIVEWAYN WHITECOMB ST.EXISTINGDRIVEWAY498049854990499550005005501050154980498549904995500050055010501526+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+504993.334993.204993.084992.964993.084993.174993.214993.214993.174993.094992.974992.854992.764992.71
4992.71
4992.74
4992.82
4992.93
4993.06
4993.18
4993.31
4993.43
4993.56
4993.68
4993.81
4993.93
4994.06
4994.18
4994.27
4994.27
4994.17
4993.99
4993.72
4993.35
4992.94 -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 = 4992.94
PVI STA = 34+81.94
PVI ELEV = 4992.83
EVCS: 26+12.07EVCE: 4993.39 150.0' VCHP ELEV = 4993.22HP STA = 27+88.59PVI STA = 27+88.59PVI ELEV = 4993.40BVCS: 27+13.59BVCE: 4993.03EVCS: 28+63.59EVCE: 4993.03 A.D. = 1.00K = 150.00150.0' VCHP ELEV = 4994.28HP STA = 33+36.52PVI STA = 33+76.72PVI ELEV = 4994.57BVCS: 33+01.72
BVCE: 4994.19
EVCS: 34+51.72
EVCE: 4993.33 A.D. = 2.16K = 69.60150.0' VCLP ELEV = 4992.70LP STA = 29+66.48PVI STA = 29+66.48PVI ELEV = 4992.52BCVS: 28+91.48BVCE: 4992.89
ECVS: 30+41.48
EVCE: 4992.89 A.D. = 1.00K = 150.00PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDSheetWILLOX 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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WEST WILLOX LANE (ULTIMATE)29NORTHEXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO 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 TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALT( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRCENTER LINEW. WILLOX LANESCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 26+50R10 LINEMATCH STA26+00
KEYMAPTWEST WILLOX LANESOFTGOLD PARKR10R9R11
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSWWSWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXEEE6' SIDEWALK72' ROW
EXISTING 6' CITY OFFORT COLLINS EASEMENTEXISTING 10'ROW EASEMENTEXISTING 30'ROW EASEMENTEXISTING 6' CITY OFFORT COLLINS EASEMENT57'ROW30'-9' UTILITY EASEMENT9' UTILITY EASEMENTSAINTTHERESESTREET(SEE SHEET R1)WEST WILLOX LANE12' TRAVEL LANE12' TRAVEL LANE12' TRAVEL LANE12' TRAVEL LANE12' LEFT TURN LANE6' SIDEWALK46'EOA - STA.=10+00.00OFFSET=11'BEGIN1STA.=10+19.97OFFSET=0'BEGIN7STA.=10+11.81OFFSET=11'BEGIN1STA.=11+87.19OFFSET=18'END1STA.=16+96.20OFFSET=12'END1STA.=11+87.18OFFSET=6'END7℄ STA.=12+17.18OFFSET=6'BEGIN4STA.=12+17.19OFFSET=6'BEGIN7℄ STA.=12+17.19OFFSET=18'BEGIN1STA.=13+72.18OFFSET=6'BEGIN3END4STA.=16+98.37OFFSET=0'END7STA.=15+61.28OFFSET=11'END1AAHTIE INTOEXISTING STRIPINGTIE INTOEXISTING STRIPINGTIE INTOEXISTING STRIPING℄ STA.=15+27.72OFFSET=6'END32' SHOULDER8'LOT 2LOT 5LOT 3LOT 1LOT 4TRACT BDETRACT ADE/UE/AEBLOCK 1SheetWILLOX 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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WEST WILLOX LANE30 NORTH( IN FEET )1 inch = ft.Feet040404080120/ / / / / / / /PROPOSED EDGE OF ASPHALTPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:PROPOSED LOT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEYDOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.YELLOW ISLAND CROSS HATCHING10WHITE ISLAND CROSS HATCHING4" SOLID YELLOW LINE4" SOLID WHITE LINE(2) 4" SOLID LINES; 4" APARTDOUBLE YELLOW LINE4" BROKEN YELLOW LINE8" SOLID WHITE LINEDOUBLE YELLOW LINE4" SOLID AND 4" BROKEN; 4" APART963518247STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGBICYCLIST AND ARROW18" X 9' CROSSING LINE, SEE NOTESPREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKING18" WIDE STOP BARPREFORMED PLASTIC PAVEMENTMARKING "STOP" (22.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGSTRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKINGRIGHT TURN ARROW (15.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGLEFT TURN ARROW (15.5 S.F. EA.)RIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGTWO WAY LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENTMARKING "ONLY" (22.5 S.F. EA.)LHDCBKAEFGIJMLANE REDUCTION ARROWPREFORMED PLASTIC PAVEMENT MARKINGMEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES10'30'10'30'10'4" BROKEN WHITE1210'N"LANE ENDS"PREFORMED PLASTIC PAVEMENT MARKING3'3'3'3'3'4" WHITE DASHED LINEO18" WIDE WHITE MEDIAN STRIPINGPREFORMED PLASTIC PAVEMENT MARKINGA.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL ASTHE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMEDTHERMO-PLASTIC.C.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED INMUTCD.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 PLACETEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATIONOF 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 BRIDGECONSTRUCTION.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 FORTCOLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORETHE 2-YEAR WARRANTY PERIOD WILL BEGIN.L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUNDUTILITIES.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 TOINITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONALSIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTSSUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALLFALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEARON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL 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 STRIPINGPAVEMENT MARKINGSSTRAIGHT ARROW (15 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKING30'10'30'10'LEGEND:
SSSSWWWSWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE6' SIDEWALK84' ROW
EXISTING 6' CITY OFFORT COLLINS EASEMENTEXISTING 10'ROW EASEMENTEXISTING 30'ROW EASEMENTEXISTING 6' CITY OFFORT COLLINS EASEMENT57'ROW30'-9' UTILITY EASEMENT
9' UTILITY EASEMENTSAINTTHERESESTREET WEST WILLOX LANE12' TRAVEL LANE12' TRAVEL LANE12' TRAVEL LANE12' TRAVEL LANE12' LEFT TURN LANE6' SIDEWALK52' - AAHTIE INTOEXISTING STRIPING8'12' CENTER LANE6' BIKE LANE LANE6' BIKE LANE LANE3' BIKE LANE BUFFER3' BIKE LANE BUFFER3' BIKE LANE BUFFERSTA.=21+43.53OFFSET=6'END7STA.=21+43.53OFFSET=17'END1STA.=21+43.53OFFSET=20'END1℄ STA.=21+73.53OFFSET=6'BEGIN4STA.=21+73.53OFFSET=6'BEGIN7℄ STA.=21+73.53OFFSET=17'BEGIN1℄ STA.=21+73.53OFFSET=20'BEGIN1STA.=23+28.53OFFSET=6'BEGIN3END4STA.=24+88.53OFFSET=6'BEGIN8END3STA.=23+28.53OFFSET=6'BEGIN8END7STA.=21+13.05OFFSET=6'BEGIN7END8TRACT BDETRACT ADE/UE/AEWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX12' TRAVEL LANE12' TRAVEL LANE12' CENTER LANE6' BIKE LANE LANE6' BIKE LANE LANE52' - EXISTING 10'ROW EASEMENTEXISTING 30'ROW EASEMENTEXISTING 6' CITY OFFORT COLLINS EASEMENT84'ROW6' SIDEWALK6' SIDEWALK3' BIKE LANE BUFFER3' BIKE LANE BUFFERWEST WILLOX LANESTA.=10+00.00OFFSET=17'BEGIN1STA.=10+00.00OFFSET=17'BEGIN1℄ STA.=10+00.00OFFSET=20'BEGIN1℄ STA.=10+00.00OFFSET=20'BEGIN1℄ STA.=10+00.00OFFSET=6'BEGIN8℄ STA.=10+00.00OFFSET=6'BEGIN8SXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHUX12' TRAVEL LANE12' TRAVEL LANE12' CENTER LANE6' BIKE LANE LANE6' BIKE LANE LANE52' - 84'ROW6' SIDEWALK6' SIDEWALK3' BIKE LANE BUFFER3' BIKE LANE BUFFERWEST WILLOX LANESTA.=34+81.94OFFSET=20'END1STA.=34+81.94OFFSET=17'END1STA.=34+81.92OFFSET=6'END8STA.=34+81.87OFFSET=6'END8STA.=34+81.94OFFSET=17'END1STA.=34+81.90OFFSET=20'END1SheetWILLOX 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 37SG2ULTIMATE SIGNAGE & STRIPING PLAN
WEST WILLOX LANE31 NORTHSG2( IN FEET )1 inch = ft.Feet040404080120/ / / / / / / /PROPOSED EDGE OF ASPHALTPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:PROPOSED LOT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEYDOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.YELLOW ISLAND CROSS HATCHING10WHITE ISLAND CROSS HATCHING4" SOLID YELLOW LINE4" SOLID WHITE LINE(2) 4" SOLID LINES; 4" APARTDOUBLE YELLOW LINE4" BROKEN YELLOW LINE8" SOLID WHITE LINEDOUBLE YELLOW LINE4" SOLID AND 4" BROKEN; 4" APART963518247STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGBICYCLIST AND ARROW18" X 9' CROSSING LINE, SEE NOTESPREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKING18" WIDE STOP BARPREFORMED PLASTIC PAVEMENTMARKING "STOP" (22.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGSTRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKINGRIGHT TURN ARROW (15.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGLEFT TURN ARROW (15.5 S.F. EA.)RIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGTWO WAY LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENTMARKING "ONLY" (22.5 S.F. EA.)LHDCBKAEFGIJMLANE REDUCTION ARROWPREFORMED PLASTIC PAVEMENT MARKINGMEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES10'30'10'30'10'4" BROKEN WHITE1210'N"LANE ENDS"PREFORMED PLASTIC PAVEMENT MARKING3'3'3'3'3'4" WHITE DASHED LINEO18" WIDE WHITE MEDIAN STRIPINGPREFORMED PLASTIC PAVEMENT MARKINGA.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL ASTHE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMEDTHERMO-PLASTIC.C.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED INMUTCD.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 PLACETEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATIONOF 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 BRIDGECONSTRUCTION.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 FORTCOLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORETHE 2-YEAR WARRANTY PERIOD WILL BEGIN.L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUNDUTILITIES.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 TOINITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONALSIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTSSUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALLFALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEARON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL 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 STRIPINGPAVEMENT MARKINGSSTRAIGHT ARROW (15 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKING30'10'30'10'LEGEND:LINE
MATCH STA
18+00
LINEMATCH STA18+00
LINE
MATCH STA
18+00
LINEMATCH STA18+00
KEYMAPTWEST WILLOX LANESOFTGOLD PARK
TWWWWWSSWTTELECSSMWWTSMMWMHYDFOFOFOWWWXXXXGGOHUOHUFOFOWWWWWWWWWWWWWWWWWWWWFOFOFOXXGGGFOFOFOFOWWW
WGGG
GGGGXXXXXXXXXXXXXXFOFOFOFOFOOHUOHUOHUOHUOHUOHUOHUOHUOHUW
WWFOFOFOFOXXXXWWWWWWWWWWWWWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOGEEEEEEEEEEEWWWWWWOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU
OHU
OHU
OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU0.5%0.5%0.5%0.7%1.5%11.4%
10.3%
7.
9
%15.0%12.0%14.1%25.5%7.2%6.3%10.1%7.9%2.5%/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 PLAN32 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
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C.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 Aug 31, 2022 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
UDUDUDUDUD
WWTWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X XXX
XXXXXXXXXXXX0.5%1.0%1.0%22.3%13.8%8.2%2.7%7.5%11.7%24.4%16.1%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
JEROME
STREET O'BOYLEAVENUESAINTFRANCISSTREETSOFT GOLD DOG PARKEC2EROSION CONTROL PLAN33 NORTH( IN FEET )1 inch = ft.Feet040408080120SheetWILLOX 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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C.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 Aug 31, 2022 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 DETAILS34 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
Engineering Services, Inc.NOT FOR CO
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of 37CALL 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
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OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUXXXXXXPROPERTYBOUNDARY19.01 ac.1PROPERTYBOUNDARYPROPERTYBOUNDARYPROPERTYBOUNDARY1HICKORY VILLAGESUBDIVISIONWILLOW LNKEYMAPT
C.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
Engineering Services, Inc.NOT FOR CO
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of 37NORTH( IN FEET )01 INCH = 60 FEET6060120180DR1HISTORIC DRAINAGE EXHIBIT35 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 AUG 31, 2022 BYNORTHERN ENGINEERING 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
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OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUa1a4a5PROPOSEDSWALEPROPOSEDSWALEPROPOSEDSWALEPROPOSEDSWALEPROPOSEDCONCRETE CULVERTFOR DRIVE-OVER CURB,GUTTER AND WALK1.39 ac.C10.36 ac.A10.96 ac.A60.74 ac.A50.79 ac.A40.49 ac.A30.90 ac.D30.84 ac.B11.00 ac.B80.67 ac.D51.90 ac.A70.11 ac.D1a3a6b1c1d5d3d1d20.22 ac.D2A3A3A1A1SAINT THERESE STREET SAINT JOESPH STREETO'BOYLE AVENUEPROPERTYBOUNDARYPROPERTYBOUNDARYPROPERTYBOUNDARY0.24 ac.A2a2WILLOX LN0.41 ac.B20.33 ac.B3b2b3ACKELSON CONNIE A.KAFKA, AMYPEREZ DANIEL A.PROPOSEDCONCRETE CULVERTKEYMAPT
C.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
Engineering Services, Inc.NOT FOR CO
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of 37DR2DEVELOPED DRAINAGE EXHIBIT36 NORTH( IN FEET )1 inch = ft.Feet0404040801201.REFER TO THE "PRELIMINARY DRAINAGE REPORT, DATED AUG 31, 2022" 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:a1A10.360.560.707.515.990.502.46a2A20.240.600.755.005.000.401.77a3A30.490.430.547.386.290.532.43a4A40.790.570.715.005.001.285.57a5A50.740.570.717.666.081.034.89a6A60.960.340.439.448.840.753.36a7A71.900.400.5011.1410.621.627.19b1B10.840.550.697.626.861.145.25b2B20.410.340.439.028.210.331.48b3B30.330.580.739.267.020.442.09b4B40.210.720.895.005.000.421.85b5B50.850.580.737.626.431.225.75b6B60.500.410.519.648.420.462.14b7B70.670.560.709.957.740.844.01b8B81.000.530.669.688.221.195.55b9B91.250.530.6710.338.781.476.83c1C11.390.390.499.589.051.225.43c2C20.790.420.538.497.480.813.70c3C33.320.280.3510.049.172.079.42d1D10.110.881.005.005.000.271.09d2D20.220.871.005.005.000.552.22d3D30.900.570.717.205.661.286.13d4D40.090.720.915.495.000.190.82d5D50.670.200.2510.509.960.291.31Combined Basins0A1-A7 + B1-B9 +C1-C3 &D1-D5 ; (Site)19.010.450.5617.9017.1014.7265.080A3-A5; (Concrete Culvert)2.020.530.678.036.542.5812.190B1-B9; (ConcreteCulvert)6.060.530.6615.4515.456.0026.170A1-A7 + B1-B9 ; (RainGarden)11.530.500.6216.0115.1410.3646.630A1-A7 + B1-B9 +C1-C3+D1-D5) ; (WQ1)19.010.450.5617.9017.1014.7265.08SWALE SUMMARY TABLESWALE IDMIN DMIN TWS1 (n:1)BWS2 (n:1)QA1 - A10.4012.308.02.017.03.36A2 - A20.7011.006.02.07.07.19A3 - A30.609.408.02.04.05.43A4 - A40.7014.907.02.012.09.10
PVCPVCPVCPVCPVC
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XXXXXXXXXXXXa7PROPOSEDSWALEPROPOSEDSWALEPOND 1100-YR DETENTION VOLUME = 2.28 AC-FT100-YR WSEL=4984.52IRRIGATION VOLUME= 4.90 AC-FTMAX. IRRIGATION WSEL=4982.61MIN. PERMANENT WSEL=4981.70PROPOSED RAINGARDEN1.00 ac.B80.09 ac.D40.67 ac.B70.50 ac.B61.25 ac.B90.79 ac.C23.32 ac.C31.90 ac.A7b1b7b6b8b5c3c2c1d5d4d3A2A2A4A4A3A3SAINT THERESE STREET
SAINT JEROME STREET O'BOYLE AVENUESAINT FRANCIS STREETPROPOSEDCONCRETE CULVERTFOR DRIVE-OVER CURB,GUTTER AND WALKPROPERTYBOUNDARYPROPERTYBOUNDARYPROPERTYBOUNDARY0.85 ac.B50.21 ac.B4b2b3b4b9PITT, JEANGBP LLCPEREZ DANIEL A.PEREZ DANIEL A.SOFT GOLD PARKPROPOSED POND OUTLET STRUCTUREPROPOSED IRRIGATION PIPETO CITY PONDPROPOSED PONDOUTLET PIPEKEYMAPT
C.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
Engineering Services, Inc.NOT FOR CO
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of 37DR3DEVELOPED DRAINAGE EXHIBIT37 NORTH( IN FEET )1 inch = ft.Feet0404040801201.REFER TO THE "PRELIMINARY DRAINAGE REPORT, DATED AUG 31, 2022" 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:a1A10.360.560.707.515.990.502.46a2A20.240.600.755.005.000.401.77a3A30.490.430.547.386.290.532.43a4A40.790.570.715.005.001.285.57a5A50.740.570.717.666.081.034.89a6A60.960.340.439.448.840.753.36a7A71.900.400.5011.1410.621.627.19b1B10.840.550.697.626.861.145.25b2B20.410.340.439.028.210.331.48b3B30.330.580.739.267.020.442.09b4B40.210.720.895.005.000.421.85b5B50.850.580.737.626.431.225.75b6B60.500.410.519.648.420.462.14b7B70.670.560.709.957.740.844.01b8B81.000.530.669.688.221.195.55b9B91.250.530.6710.338.781.476.83c1C11.390.390.499.589.051.225.43c2C20.790.420.538.497.480.813.70c3C33.320.280.3510.049.172.079.42d1D10.110.881.005.005.000.271.09d2D20.220.871.005.005.000.552.22d3D30.900.570.717.205.661.286.13d4D40.090.720.915.495.000.190.82d5D50.670.200.2510.509.960.291.31Combined Basins0A1-A7 + B1-B9 +C1-C3 &D1-D5 ; (Site)19.010.450.5617.9017.1014.7265.080A3-A5; (Concrete Culvert)2.020.530.678.036.542.5812.190B1-B9; (ConcreteCulvert)6.060.530.6615.4515.456.0026.170A1-A7 + B1-B9 ; (RainGarden)11.530.500.6216.0115.1410.3646.630A1-A7 + B1-B9 +C1-C3+D1-D5) ; (WQ1)19.010.450.5617.9017.1014.7265.08SWALE SUMMARY TABLESWALE IDMIN DMIN TWS1 (n:1)BWS2 (n:1)QA1 - A10.4012.308.02.017.03.36A2 - A20.7011.006.02.07.07.19A3 - A30.609.408.02.04.05.43A4 - A40.7014.907.02.012.09.10