HomeMy WebLinkAboutKECHTER TOWNHOMES - PDP200010 - - UTILITY PLANSKECHTER RDFOSSIL CREEK RESERVOIRPROJECTLOCATIONI-25 // US 87 E HARMONY RDSTRAUSS CABIN RDZIEGLER RD ROCK CREEK DR16'7'PARKTRAVEL7'PARK7'(MIN.)PKWY30' ROADWAY53' ROW(MIN)WALK4.5'6'.5 Min. Fence SetbackUTIL.ESMT.9'9'UTIL.ESMT.(MIN.)PKWY7'WALK(MIN)4.5'CS1COVER STEET1 JULY 2020CONTACT INFORMATIONPROJECT TEAM:VICINITY MAPNORTHKECHTER TOWNHOMESPROJECT TEAM:Ripley Design, IncRussell Lee419 Canyon Avenue, Suite 200Fort Collins, Colorado 80521(970) 224.5828TWGRyan Kelly, Acquisitions Director1301 East Washington Street, Ste 100Indianapolis, IN 46202(317)559-7009Northern 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 SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADONorthern Engineering Services, Inc.Bob Tessely, PLS301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970) 221-4158SITE SURVEYORTYPICAL SECTIONS1CS1COVER SHEET2CS2GENERAL & CONSTRUCTION NOTES3 - 4EX1 - EX2EXISTING CONDITIONS & DEMOLITION PLAN5 - 6PV1 - PV2PAVING PLANUTILITY SHEETS7OU1OVERALL UTILITY PLAN8 - 9U1 - U2UTILITY PLANGRADING SHEETS10OG1OVERALL GRADING PLAN11 - 12G1 - G2GRADING PLANROADWAY SHEETS13R1STREET D & STREET A PLAN & PROFILE14R2STREET B & STREET C PLAN & PROFILE15R3QUASAR WAY PLAN & PROFILE16R4KECHTER ROAD RE-STRIPING PLANDETAIL SHEETS17 - 18D1 - D2SITE DETAILS19 - 20D3 - D4UTILITY DETAILS21D5DRAINAGE DETAILSDRAINAGE SHEETS22EC1OVERALL EROSION CONTROL PLAN23 - 24EC2 - EC3EROSION CONTROL PLAN25EC4EROSION CONTROL DETAILS26DR1DRAINAGE EXHIBITUTILITY PLANS FORUTILITY 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 NUMBERGAS-----------------Xcel Energy-----------------------------Pat Kreager(970) 225-7840ELECTRIC--------City of Fort Collins Light & Power--Rob Irish(970) 224-6167CABLE-------------Comcast----------------------------------Don Kapperman(970) 567-0425TELECOM.--------CenturyLink-------------------------------William Johnson(970) 377-6401WATER------------Fort Collins Loveland Water----------Chris Pletcher(970) 226-3104WASTEWATER--South Fort Collins Sanitation --------Chris Pletcher(970) 226-3104STORMWATER-City of Fort Collins Utilities-----------Wes Lamarque(970) 416-2418CALL 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.CallRSheetKECHTER TOWNHOMES 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 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICT■ land planning ■ landscape architecture ■■ urban design ■ entitlement ■Design StudioAldo Sebben1350 Pine Street, Suite 6Boulder, Colorado 80302(303) 250.9525ARCHITECTI hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with allapplicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fullyresponsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans.These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibilityby the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctnessof the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantitiesrequired. The review shall not be construed for any reason as acceptance of financial responsibility by the City of FortCollins for additional quantities of items shown that may be required during the construction phase.DISCLAIMER STATEMENT:CERTIFICATION STATEMENT:BENCHMARK #1:City of Fort Collins Benchmark 2-03Location: South side Kechter Road approximately 0.6 miles west of Strauss Cabin Road onthe east end of the south parapet wall of the bridge over the Dixon Canyon Lateral.Elevation= 4898.14 (NAVD88)BENCHMARK #2:City of Fort Collins Benchmark 13-13Location: On the west side of Strauss Cabin Road, approximately 90-ft south of KechterRoad, on the northwest corner of a storm inlet.Elevation= 4887.05 (NAVD88)Please note: This plan set is using NAVD88 for a vertical datum. Surroundingdevelopments have used NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) fortheir vertical datums.If NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) is required for any purpose,the following equation should be used: NGVD29 Unadjusted Datum (prior City of FortCollins Datum) = NAVD88 - 3.18'Basis of BearingsSouth line of the Southeast Quarter of Section 4-6-68 as bearing South 88°11'39" East.Original Field SurveyNorthern Engineering Services, INC.Project Number: 1664-003Date: June, 2020ORIGINAL FIELD SURVEY BY:PROJECT BENCHMARKS:(53' FL-FL)RESIDENTIAL LOCAL STREETN.T.S.
CS2CONSTRUCTION NOTES
GENERAL &2SheetKECHTER TOWNHOMES 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 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICTA. GENERAL NOTES1.All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards andspecifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations.Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictivestandard shall apply. All work shall be inspected and approved by the City of Fort Collins.2.All references to any published standards shall refer to the latest revision of said standard, unless specifically statedotherwise.3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the Cityof Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process bythe City of Fort Collins prior to commencement of any work shown in these plans.4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Cityof Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approvalof these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all suchresponsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the Cityof Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise fromany 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 Collinsstandards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer.6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. Itshall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route ofthe work before commencing new construction. The Developer shall be responsible for unknown underground utilities.7.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (ContactColorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, andthe Erosion Control Plan.8.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property.Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).9.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registeredengineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to theStormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units.For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior tothe release of any building permits in excess of those allowed prior to certification per the Development Agreement.10.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result ofgroundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless suchdamage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater,and/or storm drainage facilities in the development.11.All recommendations of the Preliminary Drainage Report, dated July 22, 2020 by Northern Engineering Services, Inc., shallbe followed and implemented.12.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion controlmeasures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilizedwith hard surface or landscaping.13.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public streetsystem. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broomsweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector.14.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit orDevelopment Construction Permit is obtained, if applicable.15.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencementof construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City ofFort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earthdisturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not availableafter proper notice of construction activity has been provided, the Developer may commence work in the Engineer'sabsence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing revealsan improper installation.16.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and allutility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavementdesign report does not correspond with the results of the original geotechnical report, the Developer shall be responsiblefor a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavementthickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensedProfessional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior toplacement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of FortCollins Engineer approves the final report.17.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgradeand the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector.The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approvedplans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins beforeinstallation of base course or asphalt will be allowed on the streets.18.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages ofroad construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stagework. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary forbuilding connections.19.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred tofor additional criteria for roads within these districts.20.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the constructioncriteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.21.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a siteinspection for any tree removal requiring a permit.22.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.23.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriateRight-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any constructionactivities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic controldevices as may be required by the construction activities.24.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the Cityof Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor,however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipmentto reinstall the sign as needed.25.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development relatedto the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing andstriping related to directing traffic access to and from the Development.26.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort CollinsEngineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by LarimerCounty.27.The Developer is responsible for providing all labor and materials necessary for the completion of the intendedimprovements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically notedotherwise.28.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown,contact the Designer for clarification, and annotate the dimension on the as-built record drawings.29.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriatestandards and specifications, and a copy of any permits and extension agreements needed for the job.30.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in theplans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.31.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the constructionsite, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shallsubmit record drawings to the City of Fort Collins Engineer.32.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2)for the project as well as the basis of bearings. The information shall be as follows:BENCHMARK #1:City of Fort Collins Benchmark 2-03Location: South side Kechter Road approximately 0.6 miles west of Strauss Cabin Road on the east end of the southparapet wall of the bridge over the Dixon Canyon Lateral.Elevation= 4898.14 (NAVD88)BENCHMARK #2:City of Fort Collins Benchmark 13-13Location: On the west side of Strauss Cabin Road, approximately 90-ft south of Kechter Road, on the northwest cornerof a storm inlet.Elevation= 4887.05 (NAVD88)Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) for their vertical datums.If NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) is required for any purpose, the following equation should be used: NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) = NAVD88 - 3.18'Basis of BearingsSouth line of the Southeast Quarter of Section 4-6-68 as bearing South 88°11'39" East.33.All stationing is based on centerline of roadways unless otherwise noted.34.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 thisproject, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans,prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy.35.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its originalcondition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before anycuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finishedpatch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine.In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may berequired. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the Cityof Fort Collins Inspector at the time the cuts are made.36.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that whichexisted before construction, or to the grades and condition as required by these plans.37.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.38.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be freefrom material and workmanship defects for a minimum period of two years from the date of acceptance.39.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, includingstorm drainage structures and pipes, for the following private streets: N.A.40.Approved Variances are listed as follows:·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). All other required erosion control measures shall be installed at the appropriate time in theconstruction sequence as indicated in the approved project schedule, construction plans, and erosion control report.4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion includingkeeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsiblefor installing and maintaining all erosion control facilities shown herein.5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existingvegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practicalperiod of time.6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be keptin a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosioncontrol BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbingactivity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch,landscaping, etc.) is installed, unless otherwise approved by the City/County.7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired orreconstructed as necessary in order to ensure the continued performance of their intended function.b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by theerosion 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 removalof all sediment and debris from all drainage infrastructure and other public facilities.9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets,sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day.10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner andlocation so as not to cause their release into any waters of the United States.11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport bysurface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seededand mulched.12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned uponcompletion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA).13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow thedischarge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited todiscarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. Thedeveloper shall at all times take whatever measures are necessary to assure the proper containment and disposal ofpollutants 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 tocontain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completionof construction activities the concrete washout material will be removed and properly disposed of prior to the area beingrestored.15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developershall implement whatever measures are determined necessary, as directed by the City.16.See separate Stormwater Management Plan / Erosion Control Report for Waterfield Third Filing for additional information.17.A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited topersonal vehicles exiting existing roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutteror roadway as a ramp to access temporary stockpiles, staging areas, construction materials, concrete washout areas,and/or building sites.B. Street Improvement Notes1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the StreetImprovements Notes listed here.2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of FortCollins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at adepth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt.3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inchesfrom the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavementto a distance where a clean construction joint can be made.4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base materialshall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer.5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay.Valve box adjusting rings are not allowed.6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its originalcondition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting andpatching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blendsmoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of FortCollins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut thenew 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. (includingColorado supplement) and as per the Right-of-Way Work Permit traffic control plan.8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and priorto installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completelyremoved 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 thesubgrade material (when a full depth section is proposed) or on the subgrade and base material (when a compositesection is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolledwith a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined bythe City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface.The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall bepreformed 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 Signingand Marking Construction Notes listed here.2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.5.All lane lines for concrete pavement should be epoxy paint.6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depictingalignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer priorto 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. Alldiscrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin.12.The Developer installing signs shall be responsible for locating and protecting all underground utilities.13.Special care shall be taken in sign location to ensure an unobstructed view of each sign.14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warrantyperiod,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City ofFort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD orthe CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period fornew 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, foradditional 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 onsite drainage facilities shall be the responsibility of the property owner(s).2.All recommendations of the Preliminary Drainage Report, dated July 22, 2020 by Northern Engineering Services, Inc., shallbe followed and implemented.3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registeredengineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to theStormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units.For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior tothe release of any building permits in excess of those allowed prior to certification per the Development Agreement.E. Water and Sewer Notes1.All water and sanitary sewer construction shall be performed according to the Fort Collins-Loveland Water District and theSouth Fort Collins Sanitation District Standards and Specifications.2.Construction of water and sewer facilities require a precon meeting with district operations staff prior to construction.3.Contractor shall notify district inspectors prior to starting work.4.Contractor shall contact the Sanitation District for sewer inspection 48 hours prior to connecting to existing sewer stubs.5.All commercial domestic services require a reduced pressure backflow prevention device.6.All water line shall be a minimum of (5) five feet and a maximum of (6) six feet below final grade.7.All District valves shall be operate by District staff only.8.Pipe pressure and vacuum testing shall be witnessed by District Inspectors. Waterline bacteria tests shall also be taken byDistrict Inspectors.9.Once the system is operational and all tests have passed, contractor shall request substantial completion with a letter tothe district that includes the dollar value of the water and sewer improvements listed separately.10.As-builts shall be submitted in pdf and dwg to the District for Final Approval.11.If groundwater is encountered within depth of sewer construction, manholes must be water-proofed.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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EXISTING CONDITIONS &3NORTH( IN FEET )1 inch = ft.Feet02020204060EX1EX2SheetKECHTER TOWNHOMES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed
by a Professional
Engineer in the employ of
Northern Engineering
Services, Inc.NOT FOR CO
N
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of 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICTMATCH LINE - SEE SHEET EX2EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)FIELD SURVEY 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.EXISTING OVERHEAD UTILITYOHEOriginal Field SurveyNorthern Engineering Services, Inc.Project Number: 1664-003Date: June, 2020CALL 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
SVAULTELECARVH2OARVH2OWF
ESDSSDWSOEVAULTELECTTTT
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SSSSSSSSSSSSSSCTVCTVCTVCTVCTVCTVCTVCTVCTVXXXXXELECWWWWWWWWWWWWWWWWWWWWWWWW W WPARCEL XWILLOW BROOKCITY OF FORT COLLINSPARCEL NO. 8609128901EXISTING 18" PVCEXISTING 24" PVC
EXISTING 402.9 LF 24" PVC @ 0.19%EXISTING18" RCPEXISTING 376.6 LF 18" RCP @ 0.53%EXISTING CONCRETE PADTO BE REMOVEDPOUDRE R-1 SCHOOL DISTRICTPARCEL NO. 8604000904EXISTING SAN MHRIM=4896.98INV IN=4877.84 (W)INV OUT=4877.78 (SE)EXISTING SAN MHRIM=4897.39INV IN=4877.69 (NW)INV IN=4877.79 (E)INV OUT=4877.59 (S)EXISTING 69.0 LF 24" PVC @ 0.13%EXISTING SAN MHRIM=4898.92INV IN=4878.72 (E)INV OUT=4878.57 (W)FL=4899.09FL=4891.67EXISTING INLETGRATE=4902.05INV IN=4898.56 (N)INV OUT=4893.62 (E)EXISTING 10.5 LF 18" RCP @ 5.05%EXISTING STORM MHRIM=4898.51INV IN=4891.06 (NE)INV OUT=4891.00 (W)EXISTING 69.0 LF18" RCP @ 0.88%EXISTING STORM MHRIM=4897.11INV IN=4889.02 (E)INV OUT=4888.97 (S)EXISTING GATETO BE REMOVEDEXISTING GATETO BE REMOVEDEXISTING GATETO BE REMOVEDEXISTING GATETO BE REMOVEDEXISTING GATETO BE REMOVEDEXISTING 1 STORY WOOD SHEDTO BE REMOVEDEXISTING 1 STORY WOOD SHEDTO BE REMOVEDEXISTING CONCRETE PADTO BE REMOVEDEXISTING FENCETO BE REMOVEDEXISTING FENCETO BE REMOVEDEXISTING FENCETO BE REMOVEDEXISTING FENCETO BE REMOVEDEXISTING WOOD GAZEBOTO BE REMOVEDEXISTING AIR RELEASE VALVETO BE REMOVEDEXISTING AIR RELEASE VALVEPROTECTED BY WOOD POSTSTO BE REMOVEDEXISTING OVERHEAD LIGHTTO BE REMOVEDEXISTING OVERHEAD LIGHTTO BE REMOVEDEXISTING GRAVEL DRIVETO BE REMOVEDEXISTING TELEPHONETO BE REMOVEDEXISTING TELEPHONETO BE REMOVEDEXISTINGELECTRICTO BEREMOVEDEXISTING WATER SHUT OFFTO BE REMOVEDREFERENCE MONUMENTFND 2 1/2" ALUM. CAPON #6 REBAR IN MONUMENT BOXREFERENCE MONUMENTFND 2 1/2" ALUM. CAPON #6 REBAR IN MONUMENT BOXREFERENCE MONUMENTFND 2 1/2" ALUM. CAPON #6 REBAR IN MONUMENT BOXEXISTING IRRIGATION DITCHEXISTING 1 STORY METALFRAMED GARAGETO BE REMOVEDEXISTING 2 STORYWOOD HOMEW/CRAWL SPACE15' UTILITY EASEMENTREC. NO. 20190009470EXISTING LIGHTTO BE RELOCATEDSECTION LINEKECHTER ROAD (C.R. 36)(70' PUBLIC ROW)SAWCUT & REMOVE ASPHALT PAVEMENTSAWCUT & REMOVE 4.5' SIDEWALKSAWCUT & REMOVE ASPHALT PAVEMENTSAWCUT & REMOVE 4.5' SIDEWALKEXISTING GRAVEL DRIVETO BE REMOVEDREPLACE CURB ANDGUTTER ON KECHTEREXISTING DRIP LINEEXISTING TREETO BE REMOVEDEX2DEMOLITION PLAN
EXISTING CONDITIONS &4NORTH( IN FEET )1 inch = ft.Feet02020204060EX1EX2KEYMAPKECHTER RD (C.R. 36)QUASAR
WAY
ECLIPSELANESheetKECHTER TOWNHOMES 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 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICTMATCH LINE - SEE SHEET EX1EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)FIELD SURVEY 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.EXISTING OVERHEAD UTILITYOHEOriginal Field SurveyNorthern Engineering Services, Inc.Project Number: 1664-003Date: June, 2020CALL 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
XXX X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXLOT 6LOT 4LOT 4LOT 2LOT 3LOT 3LOT 6LOT 1LOT 1LOT 2LOT 5LOT 4LOT 1LOT 4LOT 4LOT 2LOT 3TRACT DLOT 1LOT 1LOT 2LOT 3LOT 4LOT 5TRACT ALOT 5LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 1LOT 5LOT 4LOT 3LOT 2LOT 1LOT 2BLOCK 7BLOCK 1BLOCK 2BLOCK 8BLOCK 11BLOCK 64.5' SIDEWALK4.5' SIDEWALKDRIVE-OVERCURB / GUTTERADA CURB RAMPADA CURBRAMP6' VALLEY PANDRIVE-OVER CURB / GUTTERDRIVE-OVERCURB / GUTTERADA CURB RAMPADA CURB RAMPDRIVE-OVER CURB / GUTTERPROPOSED53' R.O.W.PROPOSED53' R.O.W.PROPOSED53' R.O.W.PROPOSED 61' R.O.W.PROPOSED 61' R.O.W.~ASPHALT PAVEMENT~END CONCRETE SIDEWALKADJACENT GRADE TO BEFLUSH WITH WALKEND CONCRETE SIDEWALKADJACENT GRADE TO BEFLUSH WITH WALK~ASPHALT PAVEMENT~
~ASPHALT PAVEMENT~PARCEL XWILLOW BROOKPARCEL WWILLOW BROOKPARCEL RWILLOW BROOKPOUDRE R-1 SCHOOL DISTRICTPARCEL NO. 8604000904STREET AECLIPSE LANEQUASAR WAY
STREET D
STREET B
STREET B30' FL-FL30' FL-FL30' FL-FL~ASPHALT PAVEMENT~30' FL-FLFULL MOON DRIVE4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK 4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALKSTOP SIGNEND CONCRETE SIDEWALK,ADJACENT GRADE TO BE FLUSH WITH WALKCOORDINATE RAMP LOCATION W/ FORESTRYTO PROTECT EXISTING TREEPV1PAVING PLAN5CALL 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.Feet02020204060SheetKECHTER TOWNHOMES 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 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICTKEYMAPKECHTER RD (C.R. 36)QUASAR
WAY
ECLIPSELANEPV1PV2EASEMENTSNOTES:1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS ANDPAVEMENT SECTIONS.2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS ANDPROJECT SPECIFICATION MANUAL.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 CITY OF FORT COLLINS STREET REPAIR STANDARDS.4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGEDOR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED ORRESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSEPRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THEISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATIONRELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.PROPOSED VERTICAL CURB & GUTTERPROPERTY BOUNDARYEXISTING LOT LINE/ / / / / / / /PROPOSED EDGE OF PAVEMENTASPHALT PAVINGPROPOSED OUTFALL VERTICAL CURB & GUTTERLEGEND:CONCRETE PAVINGMATCH LINE - SEE SHEET PV2
XXXXXXXXXXXXXXXXXXXXTRACT BLOT 4LOT 1LOT 2LOT 5LOT 1LOT 1LOT 4LOT 1LOT 5LOT 2LOT 3LOT 1LOT 6LOT 4LOT 2LOT 3LOT 1LOT 3LOT 2LOT 3LOT 4LOT 5TRACT CLOT 2LOT 3LOT 4LOT 1BLOCK 3BLOCK 4BLOCK 9BLOCK 10BLOCK 5RAINGARDENARAINGARDEN BDRIVE-OVERCURB / GUTTERADA CURB RAMP6' VALLEY PANADA CURB RAMPDRIVE-OVER CURB / GUTTERADA CURB RAMP4.5' SIDEWALK4.5' SIDEWALKDRIVE-OVER CURB / GUTTERCONCRETE DRIVEWAY APRONADA CURBRAMPADA CURBRAMPEND CONCRETE SIDEWALKADJACENT GRADE TO BEFLUSH WITH WALKEND CONCRETE SIDEWALKADJACENT GRADE TO BEFLUSH WITH WALK~ASPHALT PAVEMENT~~ASPHALT PAVEMENT~~ASPHALT PAVEMENT~
~ASPHALT PAVEMENT~PARCEL XWILLOW BROOKPOUDRE R-1 SCHOOL DISTRICTPARCEL NO. 8604000904CITY OF FORT COLLINSPARCEL NO. 8609128901STREET CSTREET D STREET D
STREET BKECHTER ROAD (C.R. 36)(70' PUBLIC ROW)PROPOSED53' R.O.W.30' FL-FL30' FL-FLPROPOSED53' R.O.W.PROPOSED 61' R.O.W.30' FL-FL4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALKDRIVE-OVERCURB / GUTTERCLOSE EXISTINGDRIVEWAYCLOSE EXISTING DRIVEWAY& ADD SIDEWALKSTOP SIGNSTOP SIGN40' NO PARKINGPV2PAVING PLAN6 NORTH( IN FEET )1 inch = ft.Feet02020204060SheetKECHTER TOWNHOMES 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 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICTKEYMAPKECHTER RD (C.R. 36)QUASAR
WAY
ECLIPSELANEPV1PV2EASEMENTSNOTES:1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS ANDPAVEMENT SECTIONS.2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS ANDPROJECT SPECIFICATION MANUAL.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 CITY OF FORT COLLINS STREET REPAIR STANDARDS.4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGEDOR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED ORRESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSEPRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THEISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATIONRELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.PROPOSED VERTICAL CURB & GUTTERPROPERTY BOUNDARYEXISTING LOT LINE/ / / / / / / /PROPOSED EDGE OF PAVEMENTASPHALT PAVINGPROPOSED OUTFALL VERTICAL CURB & GUTTERLEGEND:CONCRETE PAVINGMATCH LINE - SEE SHEET PV1CALL 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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REC. NO. 20190009470
PARCEL X
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PARCEL W
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PARCEL R
WILLOW BROOK
POUDRE R-1
SCHOOL DISTRICT
PARCEL NO.
8604000904
FULL MOON DRIVE
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PROPOSED
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APPROXIMATE
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8" SANITARYPROPOSED
8" SANITARY
PROPOSED 8" WATER
PROPOSED 8" SANITARY
CITY OF FORT COLLINS
PARCEL NO. 8609128901
STREET A
(53' PUBLIC ROW)
STORM INLET
STORM INLET
INLET
18" RCP
STORM MH
18" RCP
STORM MH
SAN MH
SAN MH
8" PVC
18" PVC
SAN MH
24" PVCSAN MH
24" PVC
SAN MH24" PVC
18" RCP
18" RCP
SAN MH
16" ADS
QUASAR WAY(53' PUBLIC ROW)STREET B(53' PUBLIC ROW)STREET C
(53' PUBLIC ROW)STREET D(53' PUBLIC ROW)KECHTER ROAD (C.R. 36)
(70' PUBLIC ROW)
POND OUTFALL
STORM
DRAIN
STORM
DRAIN
PROPOSED STORM SEWER
PROPOSED
FIRE HYDRANT
PROPOSED
STORM SEWER
PROPOSED
STORM SEWER
PROPOSED
STORM SEWER
PROPOSED
STORM SEWER
STORM DRAIN
RAIN GARDEN
OUTFALL
RAIN
GARDEN
B
RAIN
GARDEN
A
RAIN GARDEN
OUTFALL
PROPOSED
TRANSFORMER
CONNECT TO
EX WATER MAIN
CONNECT TO
EX STORM MAIN
PROPOSED
TRANSFORMER
STORM
DRAIN
APPROXIMATE
GAS LOCATION
APPROXIMATE
GAS LOCATION
APPROXIMATE LOCATION OF
CONNECTION TO EX GAS
RELOCATED
FIRE HYDRANT
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMERPROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PROPOSED
STORM SEWER
POND
CURB
CHASE
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 25
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
OU1 OVERALL UTILITY PLAN7
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYECLIPSE
LANE
U1
U2
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS - LOVELAND WATER
DISTRICT, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE
REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS
REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 5-FT MINIMUM AND 6-FT MAXIMUM WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
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PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED WATER METER PIT
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
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12" PVCPROPOSED TEE W/
3-WAY VALVING (TYP.)
PROPOSED 45°
BEND (TYP.)
PR SSMH A1-1
CONNECT TO EX
WATER MAIN
TEE W/ 3-WAY
VALVING (TYP.)
PR SSMH A1-2
PROPOSED 45°
BEND (TYP.)
PR SSMH A4
RELOCATED
FIRE HYDRANT
PR SSMH A3 PR SSMH A3-1
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
APPROXIMATE GAS LOCATION
APPROXIMATE
GAS LOCATION
APPROXIMATE LOCATION OF
CONNECTION TO EX GAS
4.5' SIDEWALK 4.5' SIDEWALK4.5' SIDEWALKPROPOSED 8" SANITARYPROPOSED 8" WATERPROPOSED 8" SANITARYPROPOSED 8" WATERPROPOSED 8" WATERPROPOSED 8" WATERPROPOSED 8" SANITARY
PROPOSED 8" SANITARY
4.5' SIDEWALK
20' UTILITY
EASEMENT
6' UTILITY &
DRAINAGE
EASEMENT
4.5' SIDEWALK
4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK
30' FL-FL
53' R.O.W.
30' FL-FL
53' R.O.W.4.5' SIDEWALK9' UTILITY EASEMENT
9' UTILITY
EASEMENT
14' DRAINAGE
EASEMENT
6' DRAINAGE
EASEMENT
FES
ECLIPSE LANE
(53' PUBLIC ROW)QUASAR WAY(53' PUBLIC ROW)SAN MH
RIM=4903.86
INV IN=4891.42 (N)
INV OUT=4891.22 (E)
16" ADS
FL=4901.13
14' DRAINAGE
EASEMENT
7' ACCESS EASEMENT
4.5' SIDEWALKSTREET D(53' PUBLIC ROW)STREET A
(53' PUBLIC ROW)STREET B(53' PUBLIC ROW)9' UTILITY EASEMENT
PROPOSED WATER
METER PIT (TYP.)
APPROXIMATE LOCATION OF
CONNECTION TO EX GAS
PROPOSED
FIRE HYDRANT
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER 12" PVCW
S
S
S
W
W
PROPOSED
TRANSFORMER
PROPOSED WATER
METER PIT (TYP.)
PROPOSED WATER
METER PIT (TYP.)
PROPOSED WATER
METER PIT (TYP.)
W
W
W
W
W
W
S
9' UTILITY
EASEMENT
FES
FES
FES
FES
FES
12" RCP
IN-LINE DRAIN
IN-LINE DRAIN
IN-LINE DRAIN
IN-LINE DRAIN
IN-LINE DRAIN
IN-LINE DRAIN
IN-LINE DRAIN
IN-LINE DRAIN
12" PVC12" PVC12" PVC
12" PVCLOT 6
LOT 4
LOT 4LOT 2 LOT 3
LOT 3
LOT 6
LOT 1
LOT 1
LOT 2
LOT 5
LOT 4
LOT 1LOT 4
LOT 4
LOT 2
LOT 3
TRACT D
LOT 1
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
TRACT A
LOT 5
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6LOT 1
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 2
BLOCK 7
BLOCK 1
BLOCK 2BLOCK 8BLOCK 11BLOCK 6SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 25
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
U1 UTILITY PLAN8
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYECLIPSE
LANE
U1
U2
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS - LOVELAND WATER
DISTRICT, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE
REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS
REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 5-FT MINIMUM AND 6-FT MAXIMUM WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED WATER METER PIT
MATCH LINE - SEE SHEET U2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
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WWWWWWWWWWWWWWWWWWWWWWWWWW15' UTILITY EASEMENT
REC. NO. 20190009470
FL=4899.09
FL=4891.67
INLET
GRATE=4902.05
INV IN=4898.56 (N)
INV OUT=4893.62 (E)
10.5 LF 18" RCP @ 5.05%
STORM MH
RIM=4898.51
INV IN=4891.06 (NE)
INV OUT=4891.00 (W)
69.0 LF 18" RCP @ 0.88%
STORM MH
RIM=4897.11
INV IN=4889.02 (E)
INV OUT=4888.97 (S)
18" PVC
SAN MH
RIM=4896.98
INV IN=4877.84 (W)
INV OUT=4877.78 (SE)24" PVCSAN MH
RIM=4897.39
INV IN=4877.69 (NW)
INV IN=4877.79 (E)
INV OUT=4877.59 (S)
69.0 LF 24" PVC @ 0.13%
SAN MH
RIM=4898.92
INV IN=4878.72 (E)
INV OUT=4878.57 (W)
402.9 LF 24" PVC @ 0.19%
18" RCP
376.6 LF 18" RCP @ 0.53%
POUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
CITY OF FORT COLLINS
PARCEL NO. 860912890115" RCP12" PVC15" RCP15" RCP15" RCP
FES
FES
PR SANITARY SEWER
CONNECTION (TYP.)
PR WATER SERVICE
CONNECTION (TYP.)
PR FIRE HYDRANT
PR TEE W/ 3-WAY
VALVING (TYP.)
PR SSMH A1
OUTLET
STRUCTURE
PROPOSED SSMH A
(CONNECT TO EX SAN MAIN)
PROPOSED STORM MH
(CONNECT TO EX STORM MAIN)
CURB INLET
PR SSMH A2
OUTLET STRUCTURE
PR 45° BEND (TYP.)
PR TRANSFORMER
PROPOSED
TRANSFORMER
APPROXIMATE GAS LOCATION
APPROXIMATE
GAS LOCATION
APPROXIMATE
GAS LOCATION
PROPOSED 8" WATER
PROPOSED 8" SANITARY4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK
30' FL-FL
53' R.O.W.
30' FL-FL
53' R.O.W.4.5' SIDEWALK9' UTILITY EASEMENT
9' UTILITY
EASEMENT
STREET B(53' PUBLIC ROW)STREET C
(53' PUBLIC ROW)STREET D(53' PUBLIC ROW)14' DRAINAGE
EASEMENT
7' ACCESS EASEMENT
4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
POND 1
9' UTILITY EASEMENT
9' UTILITY EASEMENT
RAIN
GARDEN
A
KECHTER ROAD (C.R. 36)
(70' PUBLIC ROW)
CURB INLET
9' UTILITY EASEMENT
PROPOSED WATER
METER PIT (TYP.)
CONNECT TO EX WATER MAIN
TEE W/ 3-WAY VALVING (TYP.)
RAIN
GARDEN B
FES
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER 12" PVC12" PVCW
W
W
S
9' UTILITY
EASEMENT
PROPOSED WATER
METER PIT (TYP.)
PROPOSED WATER
METER PIT (TYP.)
OUTLET STRUCTURE
FES
FES
CURB INLET
CURB INLET
CURB INLETFES
IN-LINE DRAIN
IN-LINE DRAIN
IN-LINE DRAIN
IN-LINE DRAIN
IN-LINE DRAIN
12" RCP
12" RC
P
18" R
C
P 12" PVC12" PVC12" RCPSIDEWALK DRAIN
TRACT B
LOT 4
LOT 1
LOT 2
LOT 5
LOT 1
LOT 1
LOT 4
LOT 1
LOT 5
LOT 2
LOT 3
LOT 1
LOT 6
LOT 4
LOT 2
LOT 3
LOT 1
LOT 3
LOT 2
LOT 3
LOT 4
LOT 5
TRACT C
LOT 2
LOT 3
LOT 4
LOT 1 BLOCK 3BLOCK 4BLOCK 9BLOCK 10BLOCK 5SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 25
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
U2 UTILITY PLAN9
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYECLIPSE
LANE
U1
U2
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS - LOVELAND WATER
DISTRICT, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE
REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS
REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 5-FT MINIMUM AND 6-FT MAXIMUM WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED WATER METER PIT
MATCH LINE - SEE SHEET U1
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
VAULTELECVAULTELECGASSVAULTELECFESCONTROLIRRCONTROLIRR
CONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRLIDSVAULTELECWFESDSSSSHYDCONTROLIRRCONTROLIRRCONTROLIRRDEVAULTELECTVAULTELECCXGCTV
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(53' PUBLIC ROW)STREET C(53' PUBLIC ROW)STREET D
(53' PUBLIC ROW)
QUASAR WAY
(53' PUBLIC ROW)STREET A(53' PUBLIC ROW)ECLIPSE LANE(53' PUBLIC ROW)RAINGARDENBRAINGARDENAPOND 1OG1OVERALL GRADING PLAN10 NORTH( IN FEET )1 inch = ft.Feet040404080120G1G2KEYMAPKECHTER RD (C.R. 36)QUASAR
WAY
ECLIPSELANESheetKECHTER TOWNHOMES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed
by a Professional
Engineer in the employ of
Northern Engineering
Services, Inc.NOT FOR CO
N
S
T
R
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C
T
I
O
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REVIEW SE
T
of 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICTPROPOSED 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.NOTES:PROPOSED STORM INLETEXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYLOT TYPELEGEND:PROPOSED GRADE BREAKCALL 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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POUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
STREET A
ECLIPSE LANEQUASAR WAYSTREET DSTREET B0.531.301.661.921.992.102.392.472.563.002.76
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FFE=4.75 FFE=4.75 FFE=4.75 FFE=4.75 FFE=4.75
FFE=4.75
FFE=2.75
FFE=3.75
FFE=3.75
FFE=3.75
FFE=3.75
FFE=2.25
FFE=4.25
FFE=4.25
FFE=4.25
FFE=4.25
FFE=4.25
FFE=4.25
FFE=0.85
FFE=4.00
FFE=4.00
FFE=4.00
FFE=4.00
FFE=4.00
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GFFE=3.25 GFFE=3.25 GFFE=3.25
GFFE=2.50
GFFE=2.00
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GFFE=1.25
GFFE=1.60
GFFE=2.00
GFFE=2.50GFFE=2.75
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FFE=3.50
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FES
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FES
INV=4901.27
FES
INV=4901.22
FES
INV=4901.14
FES
INV=4901.07
IN-LINE DRAIN
RIM=4901.00
INV. IN=4897.21 (N)
INV. OUT=4897.21 (S)
IN-LINE DRAIN
RIM=4901.00
INV. IN=4897.73 (N)
INV. OUT=4897.73 (S)
IN-LINE DRAIN
RIM=4901.00
INV. IN=4898.11 (N)
INV. OUT=4898.11 (S)
IN-LINE DRAIN
RIM=4901.50
INV. IN=4898.49 (W)
INV. OUT=4898.49 (S)
IN-LINE DRAIN
RIM=4901.00
INV. OUT=4899.00 (E)
IN-LINE DRAIN
RIM=4902.00
INV. OUT=4899.06 (S)
IN-LINE DRAIN
RIM=4902.00
INV. IN=4898.55 (N)
INV. OUT=4898.55 (S)
LOT 6
LOT 4
LOT 4LOT 2 LOT 3
LOT 3
LOT 6
LOT 1
LOT 1
LOT 2
LOT 5
LOT 4
LOT 1LOT 4
LOT 4
LOT 2
LOT 3
TRACT D
LOT 1
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
TRACT A
LOT 5
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6LOT 1
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 2
BLOCK 7
BLOCK 1
BLOCK 2BLOCK 8BLOCK 11BLOCK 6IN-LINE DRAIN
RIM=4900.50
INV. IN=4897.56 (N)
INV. OUT=4897.56 (S)
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYECLIPSE
LANE
G1 GRADING PLAN11
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MATCH LINE - SEE SHEET G2
G1
G2
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 25
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
NOTES:
PROPOSED STORM INLET
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LOT TYPE
LEGEND:
PROPOSED GRADE BREAK
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
S
VAULT
ELEC
W FES
D
S
S
D
E
VAULT
ELEC
T
CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV
CTV CTV CTV CTV CTV CTV CTV CTVTTTTT
E
E
E E E E
E EXXXXXXXXXXXX XXXE E E E E
STSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTST
SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS
SSSSSSC
T
V
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV XXXXXELEC
WWWWWWWWWWWWWWWWWWWWWWWWWW4:1PARCEL X
WILLOW BROOK
CITY OF FORT COLLINS
PARCEL NO. 8609128901
POUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
STREET C
STREET DSTREET BKECHTER ROAD (C.R. 36)
(70' PUBLIC ROW)97.9098.1598.5198.7698.9599.4099.920.530.821.
0
0
0.
6
9
0.
5
8
0.
2
8
99.8699.80
97.40
98.96
99.65
97.40
99.0099.40(2.42)91.859
3
.
8
5 0.170.340.590.771.200.970.650.320.200.5999.472.
5
0
1.
0
0
1.002.750.500.350.950.
5
0
0.350.350.
5
0
9
9
.
7
1
99.2396.65
96.65
96.65
96.65
96.65
98.15
98.75
0.75
99.75
99.75
0.75
0.75
1.25
1.5099.3999.2598.5398.2297.7897.4798.7597.2597.0096.3996.1195.7395.25(9
6
.
4
3
)(95.93)(96.56)(96.87)(9
8
.
0
8
)(98.60)(0.94)(98.98)(99.52)(0.28)(0
.
7
4
)(0.99)(1
.
1
2
)
(1.90)
(2.11)
(2.26)
(2.30)
(1.87)
(2.02)
(2.25)
(2.24)
(1.97)
93.85
9
7
.
0
0
91.8591.8597.402.
0
02.062.
2
5
2.
2
5
2.
2
5
2.252.251.600.9897.401.
9
8
2.
2
5
2.
2
5
97.009
7
.
0
0 93.851.0093.85
99.4991.8593.8593.85 1.001.030.700.
7
5
9
9
.
8
4
FFE=3.75
FFE=2.25
FFE=2.25
FFE=2.25
FFE=2.25
FFE=99.65
FFE=0.65
FFE=0.65
FFE=0.65
FFE=0.65
FFE=4.25
FFE=0.85
FFE=2.35
FFE=2.35
FFE=2.35 FFE=2.50
FFE=2.50
FFE=2.50
FFE=1.00
FFE=4.00
FFE=4.00
FFE=0.25
FFE=2.75
FFE=2.75
FFE=2.75
FFE=2.75
FFE=3.50
91.8598.4998.1498.360.
0
7
97.0099.049
1
.
8
591.8593.8597.0095.69
4:193.85
EX DRIPLINE CANOPY
(AREA UNDEERNEATH TO
REMAIN UNDISTURBED)
UPPER DETENTION WALL
TO BE RAISED TO MATCH
EX GRADE AT DRIPLINE
UPPER DETENTION WALL
TO BE RAISED TO REDUCE
SLOPE FROM ROAD
TAPER TOP WALL
TAPER TOP WALL
9
7
.
0
091.8593.85
GFFE=98.65
GFFE=99.15
GFFE=99.65 99.0799.3399.670.281.05GFFE=0.25
GFFE=0.75
GFFE=1.75
95.45(9
5
.
8
7
)(97.69)GFFE=1.25
GFFE=0.75
GFFE=0.25GFFE=0.50
GFFE=1.00
GFFE=1.00
GFFE=1.60GFFE=1.85
GFFE=0.85
GFFE=0.85
GFFE=2.32
0.
1
2
99.982.40
0.43
0.500.35EX DRIPLINE CANOPY
(AREA UNDEERNEATH TO
REMAIN UNDISTURBED)
96.40
CURB INLET
RIM=4896.92
INV. OUT=4894.14 (W)
CURB INLET
RIM=4898.71
INV. IN=4895.55 (N)
INV. OUT=4895.30 (S)
CURB INLET
RIM=4898.53
INV. IN=4895.00 (N)
INV. OUT=4892.50 (S)
OUTLET STRUCTURE
RIM=4897.30
INV. OUT=4892.84 (SW)
OUTLET STRUCTURE
RIM=4896.70
INV. OUT=4890.42 (S)
OUTLET STRUCTURE
RIM=4895.10
INV. OUT=4892.30 (E)
STORM MH
RIM=4897.81
INV. IN=4890.17 (N)
INV. OUT=4889.97 (E)
INV. OUT=4889.95 (W)
FES
INV=4894.00
FES
INV=4891.85
FES
INV=4891.85
FES
INV=4891.85
FES
INV=4891.85
FES
INV=4896.41
IN-LINE DRAIN
RIM=4901.00
INV. IN=4896.49 (N)
INV. OUT=4896.50 (SW)
IN-LINE DRAIN
RIM=4901.00
INV. IN=4897.21 (N)
INV. OUT=4897.21 (S)
IN-LINE DRAIN
RIM=4900.43
INV. IN=4897.24 (N)
INV. OUT=4897.24 (S)
IN-LINE DRAIN
RIM=4900.21
INV. IN=4895.86 (N)
INV. OUT=4895.86 (S)
CURB INLET
RIM=4896.92
INV. OUT=4893.57 (E)
SIDEWALK
CHASE
STEPPED WALL
STEPPED WALL
STEPPED WALL
POND 1
BOT EL=4891.85
4-FT WIDE STEP EL=4893.85
TOP EL=VARIES/STEPPED (MIN.=4896.90)
OUTLET EL=4896.70
REQUIRED VOL=35,040 CF
PROVIDED VOL=37,005 CF
RAIN GARDEN A
BOT=4894.0
TOP=4895.0
(4:1 SIDES)
RAIN GARDEN B
BOT=4896.4
TOP=4897.4
(4:1 SIDES)
MAINTENANCE
ACCESS
TRACT B
LOT 4
LOT 1
LOT 2
LOT 5
LOT 1
LOT 1
LOT 4
LOT 1
LOT 5
LOT 2
LOT 3
LOT 1
LOT 6
LOT 4
LOT 2
LOT 3
LOT 1
LOT 3
LOT 2
LOT 3
LOT 4
LOT 5
TRACT C
LOT 2
LOT 3
LOT 4
LOT 1 BLOCK 3BLOCK 4BLOCK 9BLOCK 10BLOCK 5IN-LINE DRAIN
RIM=4900.50
INV. IN=4897.56 (N)
INV. OUT=4897.56 (S)
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYECLIPSE
LANE
G2 GRADING PLAN12
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MATCH LINE - SEE SHEET G1
G1
G2
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 25
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
NOTES:
PROPOSED STORM INLET
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LOT TYPE
LEGEND:
PROPOSED GRADE BREAK
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
STREET ASTREET CSTREET D
QUASAR WAY
LOT 6LOT 4LOT 4LOT 2LOT 3LOT 1LOT 1LOT 4LOT 4LOT 2LOT 3TRACT DLOT 1LOT 5LOT 2LOT 3LOT 1LOT 2LOT 5LOT 1LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 4LOT 2LOT 3LOT 1LOT 5LOT 4LOT 3LOT 2LOT 3LOT 2LOT 1TRACT CLOT 2LOT 3LOT 4LOT 1BLOCK 7BLOCK 4BLOCK 9BLOCK 10BLOCK 5BLOCK 8BLOCK 11BLOCK 6PC: 4+70.80PT: 5+27.80
VAULTELECGASSF
ESCONTROLIRRCONTROLIRRSVAULTELECWSXCTVCTVCTVCTVCTVEEXEGG
GGWWSTSTSTST
STSTSS
SSSSSSSSSSSSSSSSCTVCTVCTVCTVXXXXELECWWWWWWKECHTER ROAD (C.R. 36)(70' PUBLIC ROW)LEFT TURN LANETHRU LANETHRU LANE13.711.016013.14890
4895
4900
4905
4910
4915
4890
4895
4900
4905
4910
4915
0+00 1+00 2+00 3+00 4+00 5+00 6+00
52.4' VC
LP ELEV = 4897.31
LP STA = 0+37.80
PVI STA = 0+49.00
PVI ELEV = 4897.22
BCVS: 0+22.80BVCE: 4897.35ECVS: 0+75.21EVCE: 4897.55A.D. = 1.75
K = 30.00
105.3' VC
HP ELEV = 4903.10
HP STA = 5+51.46
PVI STA = 5+41.74
PVI ELEV = 4903.36
BVCS: 4+89.10BVCE: 4902.71EVCS: 5+94.38EVCE: 4902.91A.D. = 2.11
K = 50.00
1.25%
-0.50%-2.00%
-2.34%2.34%
-0.86%
EXISTING
GROUND
PROPOSED
GRADE
8' WIDE
VALLEY PAN
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYECLIPSE
LANE
R1 PLAN & PROFILESTREET D & STREET A13
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CENTERLINE
STREET D/STREET A
SCALE : 1" = 40' (H) 1" = 4' (V)R1R2STAMATCH LINESEE SHEET6+00R2SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 25
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
MATCH STA
6+00LINE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
STREET ASTREET CSTREET D
QUASAR WAY
STREET B LOT 6TRACT BLOT 4LOT 3LOT 1LOT 1LOT 4LOT 1LOT 2LOT 3LOT 4LOT 5LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 4LOT 2LOT 3LOT 1LOT 5LOT 4LOT 3LOT 2LOT 3LOT 2BLOCK 7BLOCK 1BLOCK 9BLOCK 10BLOCK 8BLOCK 11PC: 4+70.80PT: 5+27.80
PC: 6+30.36
PT: 6+83.21PC: 9+54.12PT: 10+09.11 VAULTELECGASSVAULTELECWCTVCTVCTVCTVCTVCTVEEEEGGGG
GGWWSTST
STSTSTSTSSSSSSSSSSSSSSSSCTVCTVCTVXXXXELECWWWWWW13.711.021213.14890
4895
4900
4905
4910
4915
4890
4895
4900
4905
4910
4915
6+00 7+00 8+00 9+00 10+00 11+00 11+68
2.00%
8.75%-8.75%
-0.86%
EXISTING
GROUND
PROPOSED
GRADE
6' WIDE
VALLEY PAN
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYECLIPSE
LANE
R2 PLAN & PROFILESTREET B & STREET C14
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CENTERLINE
STREET B/STREET C
SCALE : 1" = 40' (H) 1" = 4' (V)R1R2SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 25
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLETSTA
MATCH LINESEE SHEET6+00R2MATCH STA
6+00LINE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
STREET AQUASAR WAY
LOT 6LOT 4LOT 2LOT 3LOT 1LOT 2LOT 3LOT 4LOT 1LOT 2LOT 3LOT 4LOT 5LOT 5LOT 4LOT 3LOT 2BLOCK 7BLOCK 1BLOCK 8BLOCK 11R=165'VAULTELECGASSVAULTELECEGGG
GGWW
SSSSXXXX4890
4895
4900
4905
4910
4915
4890
4895
4900
4905
4910
4915
0+00 1+00 1+44
EXISTING
GROUND
PROPOSED
GRADE
-1.61%
-2.00%
-2.31%2.31%
2.03%
25.7' VC
HP ELEV = 4904.45
HP STA = 0+93.71
PVI STA = 0+92.21
PVI ELEV = 4904.56
BVCS: 0+79.37BVCE: 4904.30EVCS: 1+05.06EVCE: 4904.36A.D. = 3.64
K = 7.06
6' WIDE
VALLEY PAN
R3 PLAN & PROFILEQUASAW WAY & ECLIPSE LANE15
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CENTERLINE
QUASAR WAY
SCALE : 1" = 40' (H) 1" = 4' (V)R1R2KEYMAP
KECHTER RD (C.R. 36)QUASARWAYECLIPSE
LANE
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 25
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KECHTER ROAD (C.R. 36)(70' PUBLIC ROW)EXISTING BIKE LANEEXISTING BIKE LANEEXISTING THRU LANEEXISTING THRU LANE7.412.711.013.27.5EXISTINGSTRIPING7EXISTING 11' LEFT TURN LANE ONTO LADY MOON71KECHTER ROAD (C.R. 36)(70' PUBLIC ROW)7717EXISTING STRIPING(TO BE REMOVED)7LAEXISTING STRIPINGEXISTING BIKE LANEEXISTING BIKE LANEEXISTING THRU LANEPROPOSED THRU LANEPROPOSED TURN LANE17.712.411.013.96.9XEXISTING STRIPING(TO BE REMOVED)LA777EXISTING BIKE LANEEXISTING BIKE LANEEXISTING THRU LANEPROPOSED THRU LANEPROPOSED TURN LANEKECHTER ROAD (C.R. 36)(70' PUBLIC ROW)1111716.913.011.014.06.810.25.514.614.07.4EXISTING TURN LANEEXISTING BIKE LANEEXISTING THROUGH LANEEXISTING THROUGH LANEEXISTING BIKE LANEPROPOSED THROUGH LANEEXISTING BIKE LANEPROPOSED THROUGH LANEPROPOSED BIKE LANER4RE-STRIPING PLAN
KECHTER ROAD16 NORTH( IN FEET )1 inch = ft.Feet02020204060KEYMAPKECHTER RD (C.R. 36)QUASAR
WAY
ECLIPSELANESheetKECHTER TOWNHOMES 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 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICTCALL 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 TOP RIGHT
MATCH LINE - SEE BOTTOM LEFT
MATCH LINE - SEE TOP RIGHT
MATCH LINE - SEE BOTTOM LEFT
LEGEND:/ / / / / / / /PROPOSED EDGE OF ASPHALTCENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)RIGHT-OF-WAYNOTES: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.3.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THEDEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT ANDPLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OFFORT COLLINS AND TOWN OF TIMNATH TRAFFIC ENGINEERS PRIOR TO PERMANENTINSTALLATION OF STRIPING AND SYMBOLS.YELLOW ISLAND CROSS HATCHING10WHITE ISLAND CROSS HATCHING4" SOLID YELLOW LINE6" 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 12' 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 MARKING3'9'3'9'3'4" 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 TOWN OF TIMNATH AND CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR ASOTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2)D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACETEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE CITY OF FORT COLLINS AND TOWN OF TIMNATH 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 AND TOWN OF TIMNATH ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUSTBE CORRECTED BEFORE THE 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 AND TOWN OF TIMNATH RESERVE THE RIGHT TOREQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS AND TOWN OF TIMNATH DETERMINETHAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND SSTANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIODFOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL DEVICES, FOR ADDITIONAL DETAIL.P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, PER LCUASSDRAWING 1401.STRIPING LEGEND:STRIPING NOTES:3'9'3'9'3'8" 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'EASEMENTR4
D1SITE DETAILS17CALL 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.CallRSheetKECHTER TOWNHOMES 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 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICT100CURB AND GUTTER101103104STREET INTERSECTION CROSSPANASPHALT PAVING DETAIL (CROSSPAN)105SIGN POST1061076"2"R.2"6"6"12"1 1/2"R.2'-6"6"4 1/2"30"9"R 0.5"4.5"18"3.63"21.75"R 0.13"7"2"3.75"12"ROLL-OVERVERTICAL(LOVELAND)Gutter edge may betapered or battered.(Typical for all Curb && Gutter Types)SECTION A-A
PAVEMENT DESIGN + 1/2" FOR COLLECTOR
8" MIN. FOR RESIDENTIAL. USE CONCRETE
10' MINIMUM (ARTERIAL)
8' MINIMUM (COLLECTOR)
PLAN VIEW
6' MINIMUM (LOCAL)
COLD JOINT (See Standard Drawing 714)
AT 10' O.C.
TOOL JOINT
FOR PANS OVER 40'
CONTROL JOINT REQUIRED
CONTROL
ROADWAY WIDTH
ALL INTERSECTIONS TO
HAVE ACCESS RAMPS
NOTE:**& ARTERIALS.
SIDES.
TO PAN SECTION, TYPICAL BOTH
TRANSITION FROM C & G SECTION
WALK
8'
DOWELL IF
JOINTS
TOOL JOINTA
A
JOINTS (TYP.)
CONTROL
PARALLEL
STREET
CLASSIFICATION
LOVELAND
DEPTH OF INVERT
W
WIDTH
CROSS PAN
Arterial 10'1 1/4"1 1/2"
Collector 8'1"1 1/8"
Local 6'3/4"7/8"
d (MAX.)d (MIN.)
1 1/2"
2 1/2"
2"
DEPTH OF INVERT
FT. COLLINS
d d
8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY.****
LENGTH
(for monolithic pour)THICKNESSASPHALTDESIGNED2T*WASPHALT2T*WTW P.C.CROSSPANTHICKENEDASPHALTTHICKENEDASPHALTTHICKNESSDESIGNEDAND WALKCURB, GUTTERT = THICKNESS OF CROSSPANW = WIDTH OF CROSSPANP.C.*-If subgrade is flyash treated, use T instead of 2T.Max. Sign Panel1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loosefrom the post when hit by a vehicle.2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.Cross section of post3" - 6" ABOVE GRADE2 1/4" Anchor3. Signs larger than 36 inches in length or width require wind bracing and special post design.NOTES:4. Anchor Stub and post are square steel tube (perforated).Anchor/StubPost SizeCRITERIA FOR SINGLE POST36" x 36"2.25" x 2.25" x 3'-0"2" x 2" x 12'-0"5. All "No Parking" signs shall be installed at 45° from Flow Line.**2" x 2" x 10' OR 12'12 GAUGE TELESPAR POST(22F12A31)7'-0" MIN. CLEARANCE2' - 3'FROM FStreet CurbSee Figure 16-1SWSAMPLEAVE2400R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMONDGRADE. SIGN MOUNTED TO POST WITH 1 EACHDRIVE RIVET WITH NYLON WASHER AGAINST SIGNFACE (ON TOP OF THE SIGN). THE BOTTOM OF THESIGN SHALL BE MOUNTED WITH 1 EACH5/16"x2-1/2" HEW BOLT WITH METAL AND FROMNYLON WASHERS (NYLON WASHER AGAINST SIGNFACE) AND SECURED WITH 1 EACH 5/16" HEX NUTON THE BACK SIDE OF POST.L2-1/4" x 2-1/4" x 3'ANCHOR/STUB2 EACH 8" BLADESMOUNTED TO POSTWITH 4 EACH DRIVERIVETS WITHNYLON WASHERS*12 Gauge30"8"8"or equivalent. (typical both sides)With curb walk, cover plate extendsfrom property line to top of walk face.6" VERTICAL CURB, GUTTER, AND SIDEWALKSECTION A-A (2 VIEWS)COMBINATION CURB, GUTTER, AND SIDEWALKcenter, Nelson Standard Anchor3" #4 Bar Welded at 12" onL = 1 1/4" x 1 1/4" x 1/4"5/8" Rolled Steel Tread PlateSECTION C-C1.0' (minimum) approved by the Engineer. Right of Way line to flow line unless2. Chase and cover plate run from1. Length of steel plate varies.Notes:Dimension Variable(diamond pattern)5/8" Rolled Steel Tread Plate4'-0" or as DirectedRetaining Screws atTop of Curb
CBABCPLAN VIEWAStreet
SECTION B-B10 3/8"6"1 1/4"AttachedFt. Collins onlyDetached Sidewalkfinish 12" on centerScrew Brass or Electro-galv.1/2" x 1" Flat Head Mach.threaded to receive screw.Angle iron to be drilled andscrew to extend into theConcrete to be drilled to allowLip of Gutter
concrete(typical both sides).(typical both sides)LF
Sidewalk X (Varies, See PlansXmax=2.0')d (Varies,See Plans)DRAINAGE UNDER SIDEWALK7 3/8" (L)1 3/8"17"6"3 3/8"14"FL R 16"R 16"DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK31"See Drawing 160110 3/4"(L)R 16"DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK
18"18"3 3/8"1 3/8"6"R 16"FL
14"6"17"
1 1/2"
5' (L)8 5/8" (F.C.)7 1/4" F.C.12" (F.C.)Slope to curb 1/4"/Ft.1' min. (F.C.)48:1 min.4:1 max.
Excavation
Fill
1' min.
2' min.
1/4"/Ft.
CURB & GUTTER IN A CUT OR FILL
6"3'-9" (F.C.)
For Thickness2' min. (L)CURB AND GUTTER / SIDEWALKSTANDARD SIDEWALKDrivewayDrivewaySidewalkSECTION A-ADetached SidewalkAttached SidewalkAttachedDetachedAll Sidewalk Thickness Shall Be 6" minimum.SidewalkNOTE:1. Sidewalk grade shall remain consistent across driveway2. For driveway design requirements, see CONST. DWG. Series 706 & 7073. This detail applies to Residential & Commercial driveways.6"2'-0"6'-0"T.C.F.L.Lip1/2" ExpansionJoint Material1/2" ExpansionJoint Material8" Commercial6" ResidentialAASidewalkMin.
D2SITE DETAILS18SheetKECHTER TOWNHOMES 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 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICT200201202203SIDEWALK DETAILSTREET ACCESS RAMPSTRUNCATED DOME WARNINGDIRECTIONAL ACCESS RAMP DETAIL& DETACHED SIDEWALKATTACHED SIDEWALK DETAILSlope sidewalk to curb 1/4" per foot.NOTE: Construct sidewalk with joints at 10' intervalsR 1/8"WEAKENED PLANE JOINTEXPANSION JOINTR1/4"and aligned with scoring on curb.INSTALL IN LOCATIONS SPECIFIEDIN CHAPTER 221/2"1/4"1/4 SLAB THICKNESS1/4"1/2" ExpansionJoint materialDETACHED SIDEWALK DETAILVariableLandscapingSlope sidewalk to curb 1/4" per foot.2' min.Slope: Minumum 14"/ft Maximum 3"/ftRadius = 8"1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inchesfrom flow line as shown.2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 14" per foot.3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity.4. Wood float finish is required over the sloped surface of ramp and flares.5. A 6" wide curb option may be poured along side of the ramp as shown if required. If curb is used it shall matchstyle of adjacent curb and gutter.6. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to amaximum width of 8 feet.7. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Materialto be approved by local engineer8. T = Concrete thickness, 6" minimum for entire ramp area.SECTION A-APLAN VIEWN.T.S.N.T.S.NOTES:2' Transition (TYP.)4' (min)6"2'1:20 (max)1:12 (max)T, See Note 80" CurbLip of GutterDetectableWarningAA1/2" per ft.1" per ft.FlareCurbFlareDetectable WarningCurb Option,See Note 5Curb (TYP.)SIDEWALKSIDEWALK 0" Curb Height,See Section A-A(TYP)Standard Curband Gutter,See StandardDwg 701 (TYP)PedestrianLanding Area,See Note 22' (min)FORT COLLINS ONLYNotes:
1. Set ramp slopes using the center of the
ramp.
2. Truncated dome warning panel: Install
panels along with the concrete pour for the
ramp. Specifications for the panel material
will be provided upon request.
3. Each ramp shall align perpendicular to the
street in which the ramp is provided to
cross.
4. Refer to standard drawing 1606 in the
Laimer County urban area street standards
for other necessary criteria needed to
construct these ramps that is not specified
on this drawing.
5. Construct the ramps and walk so the corner
area all drains to the street.
6. If curb and gutter are poured monolithic with
ramp, place dome edge at back of curb as
shown. If not poured monolithic, place
dome edge 6" from back of curb.
PLAN VIEW
NTS RampFlare
Gutter
Ramp
Ramp
Flare
Curb
Curb
Conc. Flare
PanelsPanels
Truncated dome
panels:
1-2'x2.5'
1-2'x2'
Truncated Dome Warning
Detection Plan Locations
LEGEND:
BOC- Back of curb
⅊ Property Line
PT - Point of TangencyFlow lineSection A-A
NTS
4'-6"2'-0"2'-6"
2'-0"tVariesVaries4.5'
6.0'
.5'
1.5'4.5'1.5 '
12.0'
12.0'
4.5'
.5'
6.0'4.5'Landscaped AreaPT Curb
A
A
6" Curb
(TYP)
0" Curb
Full height
curb
Truncated dome
warning detection
⅊
PT of walk
R15.0'
⅊
⅊ & BOW
5'-6" BOC to walk w/ vertical curb
5'-7" BOC to walk w/ drive over curb
Conc. Sidewalk
Area to be landscaped
Conc. walk
Gutter
or
Apron
Truncate Dome
Warning Panel
1:12 Max slope1:20
Slope
PT of
curb
return
6"
Conc. Flare
6" Curb
(TYP)See note 6CurbFlareVariesCurbFlareRamp Curb CurbFlareRampVariesPanelsPanels6"RampWidth:4.5'5.0'6.0'7.0'8.0'Note:Truncated dome panels areavailable in 2'x2' squaresand 2'x2.5' rectangles.Combine the widths to fitthe ramp. Panels may becut to no less than a 2'x1.5'size.Panel WidthCombinations:2'+2.5'2.5'+2.5'2'+2'+2'2.5'+2'+2.5'2'+2'+2'+2'Notes: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb.For Drive Over Curb the warning detection location shall be placed inthe same position 6" back from theback of curb. 3. If curb and gutter are poured monolithic with ramp, place domeedge at back of curb as shown. Ifnot poured monolithic, place domeedge 6" from back of curb.Case 1-Directional Ramps Case 2-Non-Directional Ramps VariesPanelsRampPanels FlareCurbCase 3-Mid-Block Ramps6"Panels Panels Flare 6"FlareVaries FORT COLLINS ONLYAligned withPedestrian flowGutterorApron ℄Center line of rampBOC-Back of CurbFOC -Face of Curb-Flow lineVaries2'-0"2'-0"AAFOC or ℄2'-0"BOC BOC1:12 max slope1:20slope Panels embedded in theconcrete ramps Section A-A (Center line of ramp)NTSFlow line Curband GutterBOCSee Note 3CALL 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
D3UTILITY DETAILS19SheetKECHTER TOWNHOMES 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 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICT300TRENCH AND BEDDING301302303GATE VALVESINGLE METER PIT304305FIRE HYDRANTDOUBLE METER PITUTILITY SERVICE LOCATIONCALL 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
D4UTILITY DETAILS20SheetKECHTER TOWNHOMES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed
by a Professional
Engineer in the employ of
Northern Engineering
Services, Inc.NOT FOR CO
N
S
T
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of 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICT300301302303OUTSIDE-DROP MANHOLETYPICAL MANHOLEGROUNDWATER BARRIERC:\Work\MAPPING\BLOCKS\Logos\SS-New\SFCSD.bmp304305SANITARY SEWER SERVICE CONNECTIONTRENCH AND BEDDINGUTILITY SERVICE LOCATIONCALL 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
D5DRAINAGE DETAILS21SheetKECHTER TOWNHOMES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed
by a Professional
Engineer in the employ of
Northern Engineering
Services, Inc.NOT FOR CO
N
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of 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICT500CURB OPENING501502CURB OPENING REINFORCEMENTMETAL CULVERTMETAL END SECTIONSPLAN VIEWSECTION A-ASECTION B-BGENERAL NOTES:BAABDETAIL "A"303305BACK OF CURBEDGE OF STREET58" GALV. STEEL PLATE21213"x2"x38" GALV. ANGLESEE DETAIL 1#4@12"O.C.#4@12"O.C.#4@12"O.C.3"x2"x38"GALV. ANGLE58" GALV.STEEL PLATE#3 REBARANCHOR18 O.C.38" BRASS SCREW18 O.C. WITHCOUNTERSUNK HEADFLUSH WITH PLATE6"
6"VARIES2'3'SECTION B-BDETAIL 1SECTION A-APLANSECTION C-CSLOPEVARIES0.5% SLOPE (MIN.)VARIESVARIES2' DEPRESSED GUTTERVARIES EXPANSIONMATERIAL58" GALV.STEELPLATEEDGE OFSTREET12" R12" R2' OPENING3'-3"3'-3"6" (TYP.)BACKOFCURB3" (TYP.)3' (TYP.)SIDEWALK (TYP.)EXTEND WALK 6" ONBOTH SIDES OF WALKVARIESVARIES
SLOPE
CCBBAA8'-6"EXPANSIONMATERIAL38" BRASS SCREW 18" O.C.WITH COUNTERSINKHEAD FLUSH WITH PLATE2'6"304SIDEWALK CHASEAABBAASINGLE CURB INLETCALL 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
VAULTELECVAULTELECGASSVAULTELECFESCONTROLIRRCONTROLIRR
CONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRLIDSVAULTELECFESDSSSSCONTROLIRRCONTROLIRRCONTROLIRRDEVAULTELECTVAULTELECCXX XXXXXX
XXXXXXXXXXXXXXXXXXELECT
T TT
E E EEEE TTE E E E
E
E
EE
TT
TEEEEEEEEEEEEEEEEEEE E E E E E E
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EEEEEEEEEEETCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCFCFCFCFCFPARCEL XWILLOW BROOKPARCEL WWILLOW BROOKPARCEL RWILLOW BROOKPOUDRE R-1SCHOOLDISTRICTPARCEL NO.8604000904ECLIPSE LANE(53' PUBLIC ROW)KECHTER ROAD (C.R. 36)(70' PUBLIC ROW)STREET B
(53' PUBLIC ROW)STREET C(53' PUBLIC ROW)STREET D
(53' PUBLIC ROW)
QUASAR WAY
(53' PUBLIC ROW)STREET A(53' PUBLIC ROW)SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFEC1OVERALL EROSION CONTROL PLAN22 NORTH( IN FEET )1 inch = ft.Feet040404080120SheetKECHTER TOWNHOMES 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 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICTKEYMAPKECHTER RD (C.R. 36)QUASAR
WAY
ECLIPSELANEEC2EC3LEGEND:PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETROCK SOCKINLET PROTECTIONVEHICLE TRACKING CONTROL PADSILT FENCESF1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BYCRIMP MULCHING 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 AND EROSION CONTROL REPORTFOR "KECHTER TOWNHOMES" BY NORTHERN ENGINEERING, DATED JULY 22,2020 FOR ADDITIONAL INFORMATION.5.HYRDOMULCH ALL SLOPES 6:1 OR GREATER WHERE RUNON IS ANTICIPATEDOR SLOPE AREA IS LONGER THAN 50'. INSTALL ECF WHERE HYDROMULCHDOES NOT CONTROL EROSION TO THE SATISFACTION OF THE INSPECTOR.6.SEDIMENTATION BMP FREQUENCY IS SCHEMATIC. ADD BMPs AS NEEDED TOENSURE NO GREATER THAN 2% SLOPE FROM BOTTOM OF UPSTREAM TO TOPOF DOWNSTREAM STRUCTURE.GENERAL NOTES:WATTLE DIKECONCRETE WASH AREAOUTLET PROTECTIONCONSTRUCTION FENCECFCFCALL 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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LOT 6LOT 4LOT 4LOT 2LOT 3LOT 3LOT 6LOT 1LOT 1LOT 2LOT 5LOT 4LOT 1LOT 4LOT 4LOT 2LOT 3TRACT DLOT 1LOT 1LOT 2LOT 3LOT 4LOT 5TRACT ALOT 5LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 1LOT 5LOT 4LOT 3LOT 2LOT 1LOT 2BLOCK 7BLOCK 1BLOCK 2BLOCK 8BLOCK 11BLOCK 6STREET D
STREET B
6' UTILITY &DRAINAGEEASEMENT6' DRAINAGEEASEMENT9' UTILITY EASEMENTPARCEL XWILLOW BROOKPARCEL WWILLOW BROOKPARCEL RWILLOW BROOKPOUDRE R-1 SCHOOL DISTRICTPARCEL NO. 8604000904ECLIPSE LANEQUASAR WAY
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFEC2EROSION CONTROL PLAN23 NORTH( IN FEET )1 inch = ft.Feet02020204060SheetKECHTER TOWNHOMES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed
by a Professional
Engineer in the employ of
Northern Engineering
Services, Inc.NOT FOR CO
N
S
T
R
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of 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICTKEYMAPKECHTER RD (C.R. 36)QUASAR
WAY
ECLIPSELANEEC2EC3MATCH LINE - SEE SHEET EC3LEGEND:PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETROCK SOCKINLET PROTECTIONVEHICLE TRACKING CONTROL PADSILT FENCESF1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BYCRIMP MULCHING 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 AND EROSION CONTROL REPORTFOR "KECHTER TOWNHOMES" BY NORTHERN ENGINEERING, DATED JULY 22,2020 FOR ADDITIONAL INFORMATION.5.HYRDOMULCH ALL SLOPES 6:1 OR GREATER WHERE RUNON IS ANTICIPATEDOR SLOPE AREA IS LONGER THAN 50'. INSTALL ECF WHERE HYDROMULCHDOES NOT CONTROL EROSION TO THE SATISFACTION OF THE INSPECTOR.6.SEDIMENTATION BMP FREQUENCY IS SCHEMATIC. ADD BMPs AS NEEDED TOENSURE NO GREATER THAN 2% SLOPE FROM BOTTOM OF UPSTREAM TO TOPOF DOWNSTREAM STRUCTURE.GENERAL NOTES:WATTLE DIKECONCRETE WASH AREAOUTLET PROTECTIONCONSTRUCTION FENCECFCFTYP.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.CallRTYP.
SVAULTELECF
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CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF
TRACT BLOT 4LOT 1LOT 2LOT 5LOT 1LOT 1LOT 4LOT 1LOT 5LOT 2LOT 3LOT 1LOT 6LOT 4LOT 2LOT 3LOT 1LOT 3LOT 2LOT 3LOT 4LOT 5TRACT CLOT 2LOT 3LOT 4LOT 1BLOCK 3BLOCK 4BLOCK 9BLOCK 10BLOCK 5STREET B 14' DRAINAGEEASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTPARCEL XWILLOW BROOKCITY OF FORT COLLINSPARCEL NO. 8609128901POUDRE R-1 SCHOOL DISTRICTPARCEL NO. 8604000904KECHTER ROAD (C.R. 36)(70' PUBLIC ROW)SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFEC3EROSION CONROL PLAN24 NORTH( IN FEET )1 inch = ft.Feet02020204060SheetKECHTER TOWNHOMES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed
by a Professional
Engineer in the employ of
Northern Engineering
Services, Inc.NOT FOR CO
N
S
T
R
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of 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICTKEYMAPKECHTER RD (C.R. 36)QUASAR
WAY
ECLIPSELANEMATCH LINE - SEE SHEET EC2TYP.LEGEND:PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETROCK SOCKINLET PROTECTIONVEHICLE TRACKING CONTROL PADSILT FENCESF1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BYCRIMP MULCHING 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 AND EROSION CONTROL REPORTFOR "KECHTER TOWNHOMES" BY NORTHERN ENGINEERING, DATED JULY 22,2020 FOR ADDITIONAL INFORMATION.5.HYRDOMULCH ALL SLOPES 6:1 OR GREATER WHERE RUNON IS ANTICIPATEDOR SLOPE AREA IS LONGER THAN 50'. INSTALL ECF WHERE HYDROMULCHDOES NOT CONTROL EROSION TO THE SATISFACTION OF THE INSPECTOR.6.SEDIMENTATION BMP FREQUENCY IS SCHEMATIC. ADD BMPs AS NEEDED TOENSURE NO GREATER THAN 2% SLOPE FROM BOTTOM OF UPSTREAM TO TOPOF DOWNSTREAM STRUCTURE.GENERAL NOTES:WATTLE DIKECONCRETE WASH AREAOUTLET PROTECTIONCONSTRUCTION FENCECFCFTYP.EC2EC3CALL 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
EC4EROSION CONROL DETAILS25SheetKECHTER TOWNHOMES These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed
by a Professional
Engineer in the employ of
Northern Engineering
Services, Inc.NOT FOR CO
N
S
T
R
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REVIEW SE
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of 25All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICT000SILT FENCE001002003CONSTRUCTION FENCEVEHICLE TRACKING CONTROL PADINLET PROTECTION004WATTLE DIKE005OUTLET PROTECTIONTEMPORARYCHAIN-LINK FENCEROCK SOCKTEMPORARYCHAIN-LINK FENCEROCK SOCKSIDE VIEWCFXCALL 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
GAS
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REQUIRED VOL=35,357 CF
PROVIDED VOL=37.005 CF
CURB INLET STORM DRAIN
POND OUTLET
STORM SYSTEM
W/ INLINE DRAINS
PROPOSED SWALE
PROPOSED SWALE
PROPOSED SWALE
STORM SYSTEM
W/ INLINE DRAINS
RAIN GARDEN
OUTLET
ECLIPSE LANE
STREET B)QUASAR WAYPROPOSED CULVERT
(IRRIGATION DITCH)
PARCEL X
WILLOW BROOK
PARCEL W
WILLOW BROOK
PARCEL R
WILLOW BROOK
POUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
CURB & GUTTER (TYP.)EX DRIPLINE CANOPY
(AREA UNDEERNEATH TO
REMAIN UNDISTURBED)
UPPER DETENTION WALL
TO BE RAISED TO MATCH
EX GRADE AT DRIPLINE
UPPER DETENTION WALL
TO BE RAISED TO REDUCE
SLOPE FROM ROAD
TAPER TOP WALL
TAPER TOP WALL
EX DRIPLINE CANOPY
(AREA UNDEERNEATH TO
REMAIN UNDISTURBED)
CURB INLET
STORM SYSTEM
W/ INLINE DRAINS
STORM SYSTEM
W/ INLINE DRAINS
A.2
0.85 AC
C.1
0.62 AC
C.2
0.35 AC
C.3
0.52 AC
C.5
0.63 AC
B.1
1.18 AC
C.4
0.07 AC
A.1
0.49 AC
RAIN
GARDEN B
6' DRAINAGE &
UTILITY EASEMENT
6' DRAINAGE &
UTILITY EASEMENT
6' DRAINAGE &
UTILITY EASEMENT
TRACT D
DRAINAGE EASMENT
RAIN GARDEN A
TRACT C
DRAINAGE EASEMENT
TRACT B
DRAINAGE EASMENT
A
B
C
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
HYDROLOGY SUMMARY
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
LID SUMMARY
EXTENDED DETENTION BASIN SUMMARY
A
1.62 AC
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
ADESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
11
NOTES:
1.REFER TO THE FINAL DRAINAGE REPORT FOR WILLOW BROOK, JULY 27, 2001 BY
TST, INC. CONSULTING ENGINEERS FOR ADDITIONAL INFORMATION.
UDPROPOSED UNDERDRAIN
BENCHMARK
PROJECT DATUM: NAVD88
BENCHMARK #1:
City of Fort Collins Benchmark 2-03
Location: South side Kechter Road approximately 0.6 miles west of Strauss Cabin Road on the
east end of the south parapet wall of the bridge over the Dixon Canyon Lateral.
Elevation= 4898.14 (NAVD88)
BENCHMARK #2:
City of Fort Collins Benchmark 13-13
Location: On the west side of Strauss Cabin Road, approximately 90-ft south of Kechter Road,
on the northwest corner of a storm inlet.
Elevation= 4887.05 (NAVD88)
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments
have used NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) for their vertical
datums.
If NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) is required for any purpose, the
following equation should be used: NGVD29 Unadjusted Datum (prior City of Fort Collins
Datum) = NAVD88 - 3.18'
Basis of Bearings
South line of the Southeast Quarter of Section 4-6-68 as bearing South 88°11'39" East.
EXISTING NATURAL HABITAT BUFFER ZONE
PROPOSED NATURAL HABITAT BUFFER ZONE
EXISTING WETLAND
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 25
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
DR1 DRAINAGE EXHIBIT26
DESIGN POINT SUMMARY