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Home My WebLink AboutKECHTER TOWNHOMES - FDP210002 - SUBMITTAL DOCUMENTS - ROUND 3 - 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 PLAN10 - 11SS1 - SS2SANITARY SEWER PLAN & PROFILE12 - 14ST1 - ST3STORM SEWER PLAN & PROFILE15 - 17WT1 - WT3WATER MAIN PLAN & PROFILEGRADING SHEETS18OG1OVERALL GRADING PLAN19 - 20G1 - G2GRADING PLAN21G3PEDESTRIAN LANDING DETAILSROADWAY SHEETS22R1WHEELHOUSE WAY & LOGGERS LANE PLAN & PROFILE23R2OWL HOOT DR & OWL HOOT DR PLAN & PROFILE24R3QUASAR WAY PLAN & PROFILE25R4KECHTER ROAD RE-STRIPING PLANDETAIL SHEETS26 - 27D1 - D2SITE DETAILS28 - 29D3 - D4UTILITY DETAILS30 - 31D5 - D6DRAINAGE DETAILSDRAINAGE SHEETS32EC1OVERALL EROSION CONTROL PLAN33 - 34EC2 - EC3EROSION CONTROL PLAN35EC4EROSION CONTROL DETAILS36DR1DRAINAGE 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) 416-2418ENGINEERNGIEHTRONRNENGINEERNGIEHTRONRNCALL 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 N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36■ 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.All 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 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 N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRA. GENERAL NOTES1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the LarimerCounty Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and thespecifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of FortCollins.2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer.Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement ofany work shown in these plans.4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, asbeneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort CollinsEngineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineerhereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, anddemands which may arise from any errors and omissions contained in these plans.5.All sanitary sewer, storm sewer, and water line construction, as well as power and other “dry” utility installations, shall conform to the Local Entitystandards and specifications current at the date of approval of the plans by the Local Entity Engineer.6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility ofthe Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. TheDeveloper shall be responsible for unknown underground utilities.7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginningexcavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to belocated by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall bethe responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for anyutility crossings required.9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineerto modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work isaccomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, allparties affected by any disruption of any utility service as well as the utility companies.11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, apre-construction meeting may be required prior to commencement of any work.12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitarysewer should be constructed prior to installation of the water lines and dry utilities.13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the WaterUtility.14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water isdischarged into a storm sewer, channel, irrigation ditch or any waters of the United States.15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department ofHealth, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsitedrainage facilities shall be the responsibility of the property owner(s).17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must besubmitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least twoweeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to theStormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per theDevelopment Agreement.18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of theCity of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.19.All recommendations of the Final Drainage Report, dated February 17, 2021 by Northern Engineering Services, Inc., shall be followed andimplemented.20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall bemaintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris mustbe removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved bythe the City of Fort Collins street inspector.22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permitis obtained, if applicable.23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. TheDeveloper shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (FortCollins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. Ifthe City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence workin the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals animproper installation.24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work iscomplete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with theresults of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer mayuse the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall beprepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placementof base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the finalreport.25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline atall intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter tothe City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and thenresolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For thepurposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to theproperty lines and marked so as to reduce the excavation necessary for building connections.27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria forroads within these districts.28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in theWild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any treeremoval requiring a permit.30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.Refer to OSHA Publication 2226, Excavating and Trenching.31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City ofFort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shallbe responsible for providing any and all traffic control devices as may be required by the construction activities.32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins TrafficOperations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the trafficsign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development'slocal street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to andfrom the Development.34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no siteconstruction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on thesedrawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer forclarification, and annotate the dimension on the as-built record drawings.37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards andspecifications, and a copy of any permits and extension agreements needed for the job.38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to theLarimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort CollinsEngineer.40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well asthe basis of bearings. The information shall be as follows: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 south parapet wall of the bridgeover 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 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 ofFort 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.41.All stationing is based on centerline of roadways unless otherwise noted.42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in likekind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to theissuance of the first Certificate of Occupancy.43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existingstreet condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done inaccordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All largepatches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineerand/or the City of Fort Collins Inspector at the time the cuts are made.44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed beforeconstruction, or to the grades and condition as required by these plans.45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material andworkmanship defects for a minimum period of two years from the date of acceptance.47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainagestructures and pipes, for the following private streets: N.A.48.Approved Variances are listed as follows: N/A.CONSTRUCTION NOTESA. Grading and Erosion Control Notes1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans.3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). Allother required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved projectschedule, construction plans, and erosion control report.4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the propertysufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosioncontrol facilities shown herein.5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to thearea(s) required for immediate construction operations, and for the shortest practical period of time.6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened conditionby ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outsideproject street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanenterosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary inorder to ensure the continued performance of their intended function.b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment anddebris from all drainage infrastructure and other public facilities.9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights ofway, and make sure streets and walkways are cleaned at the end of each working day.10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not tocause their release into any waters of the United States.11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project andbefore turning the maintenance over to the City/County or Homeowners Association (HOA).13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutantor contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure theproper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material andlocated at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washoutmaterial will be removed and properly disposed of prior to the area being restored.15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatevermeasures are determined necessary, as directed by the City.16.For additional information see separate Stormwater Management Plan / Erosion Control Report for Kechter Townhomes.B. Street Improvement Notes1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval,prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shallbe submitted for approval prior to placement of any asphalt.3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, tocreate a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint canbe made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until thesubgrade has been inspected and approved by the City of Fort Collins Engineer.5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting ringsare not allowed.6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existingstreet condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlayshall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do notcut the new asphalt overlay work.7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and asper the Right-of-Way Work Permit traffic control plan.8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt.Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a fulldepth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a singleaxle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort CollinsEngineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall benotified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.C. Traffic Signing and Pavement Marking Construction Notes1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking ConstructionNotes listed here.2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.5.All lane lines for concrete pavement should be epoxy paint.6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placementof the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings.10.All sign posts shall utilize break-away assemblies and fasteners per the Standards.11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identifiedduring the field inspection must be corrected before the 2-year warranty period will begin.12.The Developer installing signs shall be responsible for locating and protecting all underground utilities.13.Special care shall be taken in sign location to ensure an unobstructed view of each sign.14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of FortCollins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that anunforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under therequirements of the 2-year warranty period for new construction (except fair wear on traffic markings).15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.D. Storm Drainage Notes1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsitedrainage facilities shall be the responsibility of the property owner(s).2.All recommendations of the Final Drainage Report, dated February 17, 2021 by Northern Engineering Services, Inc., shall be followed andimplemented.3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must bysubmitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least twoweeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to theStormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per theDevelopment Agreement.E. Utility Notes1.All water and sanitary sewer construction shall be performed according to the Fort Collins-Loveland Water District and the South Fort CollinsSanitation District standards and specifications.2.Construction of water and sewer facilities require a pre-construction 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 lines shall be a minimum of (5) five feet and a maximum of (6) six feet below final grade.7.All district valves shall only be operated by district operations staff.8.Pipe pressure and vacuum testing shall be witnessed by district inspectors. waterline bacteria tests shall also be taken by district inspectors.9.Once the system is operational and all tests have passed, contractor shall request substantial completion with a letter to the district that includesthe 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. VAULTELECHYDVAULTELECGASSVAULTELECFESCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRLIDHYDCONTROLIRRCONTROLIRRCONTROLIRRXXWWWX X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXEEGGGGGGGGG G GGGGGWWWW W W XSSSSSSSSXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPARCEL XWILLOW BROOKPARCEL WWILLOW BROOKPARCEL RWILLOW BROOKPOUDRE R-1 SCHOOL DISTRICTPARCEL NO. 8604000904EXISTING SAN MHRIM=4903.86INV IN=4891.42 (N)INV OUT=4891.22 (E)EXISTING 16" ADSFL=4901.13EXISTING CONCRETE PADTO BE REMOVEDEXISTING HYDRANTTO BE RELOCATEDFND NAIL & BRASSTAG, PLS 33193FND NAIL & BRASSTAG, PLS 33193FND NAIL & BRASSTAG, PLS 33193FND #4 REBARW/YPC, PLS 33193FND #4 REBARW/YPC, PLS 33193FND NAIL & BRASSTAG, W.C., ILLEGIBLEEXISTING IRRIGATION DITCHECLIPSE LANE(51' PUBLIC ROW)QUASAR WAY (51' PUBLIC ROW)FULL MOON DRIVEEXISTING ASPHALT TO BE REMOVEDPROPOSED SAWCUTEXISTING STOPFULL MOON DRQUASAR WAYEXISTING BARRICADETO BE REMOVEDPORTION OF EXISTING FENCE TO BE REMOVED(COORDINATE W/ TRAIL/SIDEWALK CONNECTION)DRIP LINEDRIP LINEEXISTING TREECOORDINATE RAMP LOCATION WITHFORESTRY DEPARTMENT TO SAVE TREEREMOVE EXISTING RAMPEXISTING SIDEWALKTO BE REPLACED AS REQUIREDCOORDINATE FENCEREMOVAL WITH ROADWAYCRITICAL ROOT ZONEKEYMAPKECHTER RD (C.R. 36)QUASAR WAY EX1DEMOLITION PLAN 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 S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36MATCH 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, 2020TREE PROTECTION NOTES:TREE DIAMETER AT BREAST HEIGHT(INCHES)AUGER DISTANCE FROM FACE OFTREE (FEET)0-213-425-9510-141015-1912OVER 19151.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREABUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER AFOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THEDISTURBANCE.3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRYSTANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS ACURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTEDEXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET INHEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK ORONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE ORMOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THECLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCHAS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TOTHE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION ORLAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF,"RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION(G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY(50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDEPERIMETERS OF SUCH AREAS BEING CLEARED.8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRINGEXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOTSYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THEAUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROMTREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA.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 SVAULTELECARVH2OARVH2OWFESDSSDWSOEVAULTELECTTTT TCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVTTTTTTTTEEEEEEEEEEEEXXXXXXXXXXXXXXXXXXXXXXXXXXXXEEEEEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS T S T S TSTSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS 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 SheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36MATCH 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, 2020TREE PROTECTION NOTES:TREE DIAMETER AT BREAST HEIGHT(INCHES)AUGER DISTANCE FROM FACE OFTREE (FEET)0-213-425-9510-141015-1912OVER 19151.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREABUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER AFOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THEDISTURBANCE.3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRYSTANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS ACURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTEDEXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET INHEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK ORONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE ORMOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THECLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCHAS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TOTHE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION ORLAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF,"RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION(G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY(50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDEPERIMETERS OF SUCH AREAS BEING CLEARED.8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRINGEXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOTSYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THEAUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROMTREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA.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 XXX X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX4.5' SIDEWALK4.5' SIDEWALKDRIVE-OVERCURB / GUTTERADA CURB RAMPADA CURBRAMP6' VALLEY PANDRIVE-OVER CURB / GUTTERDRIVE-OVERCURB / GUTTERADA 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. 8604000904LOGGERS LANEECLIPSE LANEQUASAR WAY WHEELHOUSE WAY OWL HOOT DR OWL HOOT DR30' 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 OR RELOCATE EXISTING TREEREMOVE EXISTING RAMP2S1S2S1S1S2S2S1SADA CURB RAMPADA CURB RAMPSTREET SIGNSTREET SIGNPV1PAVING PLAN5 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36KEYMAPKECHTER RD (C.R. 36)QUASAR WAYPV1PV2EASEMENTSNOTES: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 PV2SITE SIGN LEGENDCALL 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.CallRANYITMEPANYITMEPANYITMEP1S2S3S XXXXXXXXXXXXXXXXXXXXDRIVE-OVERCURB / GUTTERADA CURB RAMP6' VALLEY PANADA CURB RAMPDRIVE-OVER CURB / GUTTERADA CURB RAMP4.5' SIDEWALK4.5' SIDEWALKDRIVE-OVER CURB / GUTTERCONCRETE T INTERSECTION CROSS PANADA 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. 8609128901OWL HOOT DRWHEELHOUSE WAY WHEELHOUSE WAY OWL HOOT DRKECHTER 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 SIGNPOND 1RAIN GARDEN ARAIN GARDEN B3S2S1S1S2S3S3S3S3SPV2PAVING 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 N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36KEYMAPKECHTER RD (C.R. 36)QUASAR WAYPV1PV2EASEMENTSNOTES: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 PV1SITE SIGN LEGENDCALL 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.CallRANYITMEPANYITMEPANYITMEP1S2S3S TTTTGGGGGGGGGGGGGG G G G G G GGGGGGGGGGGGGGEEEEEETTEEEEEEE E TT T EEEEEEEEEEEEEEEEEEEEEEEEEE E EEEE EEEEEEEEEEETE EE EEE EEGGGGGG G GGG EVAULT ELEC VAULT ELEC GAS S VAULT ELEC FES CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR LID S VAULT ELEC FE SD S S SS HY DCONTROL IRR CONTROL IRR CONTROL IRR D E VAULT ELEC T VAULT ELECCXGCTVTE EW W W W CTV CTV CTV CTV CTV CTV CTV CTV CTVTT E E E E X X XXXXXXXXXXXXXXE E X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXEG G G GGGGWW STST ST ST ST ST ST ST ST ST STSSSS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SSSSSS CTV CTV CTV CTV XX X X X X X X XXXXXXX ELEC WWWWWWWWWWWWWWW15' 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) SAN MH RIM=4900.42 INV OUT=4886.72 (E) SAN MH RIM=4899.98 INV IN=4886.44 (W) INV IN=4886.34 (S) INV OUT=4886.24 (E) 57.2 LF 8" PVC @ 0.49% 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 CITY OF FORT COLLINS PARCEL NO. 8609128901 SAN MH RIM=4903.86 INV IN=4891.42 (N) INV OUT=4891.22 (E) 16" ADS FL=4901.13 KECHTER ROAD (C.R. 36) (70' PUBLIC ROW) PARCEL X WILLOW BROOK PARCEL W WILLOW BROOK PARCEL R WILLOW BROOK FULL MOON DRIVE PROPOSED 8" SANITARYPROPOSED 8" WATERPROPOSED 8" SANITARYPROPOSED 8" WATERPROPOSED 8" WATERPROPOSED 8" WATERPROPOSED 8" WATER PROPOSED 8" SANITARY LOGGERS LANE (53' PUBLIC ROW)24" PVCQUASAR WAY(53' PUBLIC ROW)OWL HOOT DR(53' PUBLIC ROW)OWL HOOT DR (53' PUBLIC ROW)WHEELHOUSE WAY(53' PUBLIC ROW)RAIN GARDEN B RAIN GARDEN A POND 1 PROPOSED FIRE HYDRANT RELOCATION PROPOSED FIRE HYDRANT #1 PROPOSED FIRE HYDRANT #2 EX FIRE HYDRANT 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 36 OU1 OVERALL UTILITY PLAN7 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 KEYMAP KECHTER RD (C.R. 36)QUASARWAYU1 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 INDIVIDUAL BUILDING WATER SERVICES SHALL BE 1.5". THE IRRIGATION SERVICE SHALL BE 1" . 12.PROVIDE 10' SEPARATION FROM ANY PUBLIC WATER OR SEWER MAINS TO TREE TRUNKS, LIGHT POLES, OR ABOVE GROUND ELECTRIC AND COMMUNICATION APPURTANCES. 13.ALL IRRIGATION AND FIRE SPRINKLER LINES SHALL INCORPORATE A BACKFLOW PREVENTION DEVICE APPROVED BY FCLWD. 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 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 TTTTGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEETE TEEEEEEEEEEEEEE E E EEE E E E EEEEEEE E EE E EEEEEE E EEGGGGG GGG GGGGGG G EEVAULT ELEC HY DVAULT ELEC GAS S VAULT ELEC FE SCONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR LID HY DCONTROL IRR CONTROL IRR CONTROL IRRXX W W WXXXXX XXXXXXX X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXEEG G G G G G G G GGGGGGGW W W WWWXSSSSSS SS XXX X X X X X X X X X X X X X XXXXXXXXXXXX X POUDRE R-1 SCHOOL DISTRICT PARCEL NO. 8604000904 W S S SSSWWW 4.5' SIDEWALK 4.5' SIDEWALK4.5' SIDEWALKPROPOSED 8" SANITARYPROPOSED 8" PVC WATERPROPOSED 8" SANITARYPROPOSED 8" PVC WATERPROPOSED 8" PVC WATERPROPOSED 8" PVC WATER4.5' SIDEWALK4.5' SIDEWALK 4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK 4.5' SIDEWALKECLIPSE 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 4.5' SIDEWALKWHEELHOUSE WAY(53' PUBLIC ROW)LOGGERS LANE (53' PUBLIC ROW)OWL HOOT DR(53' PUBLIC ROW)S W W STORM DRAIN LINE A SEE SHEET ST1 STORM DRAIN LINE B SEE SHEET ST2 STORM DRAIN LINE G SEE SHEET ST2 SANITARY LINE A-1 SEE SHEET SS1 PROPOSED 8X8 TEE W/ 3-WAY VALVING PROPOSED 45° BEND (TYP.) PR SSMH A1-1 CONNECT TO EX WATER MAIN 8X6 TEE W/ 6" GV (W) and 8" GV PROPOSED 45° BEND (TYP.) RELOCATED FIRE HYDRANT PR SSMH A3 PROPOSED TRANSFORMER APPROXIMATE GAS LOCATION APPROXIMATE GAS LOCATION APPROXIMATE LOCATION OF CONNECTION TO EX GAS PROPOSED WATER METER PIT (TYP.) APPROXIMATE LOCATION OF CONNECTION TO EX GAS PROPOSED FIRE HYDRANT #1 PROPOSED TRANSFORMER PROPOSED TRANSFORMER PROPOSED TRANSFORMER PROPOSED WATER METER PIT (TYP.) PROPOSED WATER METER PIT (TYP.) 12" RCP PROPOSED LIGHT PROPOSED LIGHT PROPOSED LIGHT PROPOSED LIGHT PROPOSED TRANSFORMER PROPOSED WATER METER PIT (TYP.) PROPOSED 8X6 TEE W/ 6" VALVE (FIRE) 6' UTILITY & DRAINAGE EASEMENT 30' FL-FL 53' R.O.W. 30' FL-FL 53' R.O.W. 9' UTILITY EASEMENT 9' UTILITY EASEMENT 14' DRAINAGE EASEMENT 6' DRAINAGE EASEMENT 14' DRAINAGE EASEMENT 7' ACCESS EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT PROPOSED 6" PVC 4" SEWER SERVICE (TYPICAL) 4" SEWER SERVICE (TYPICAL) 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 36 U1 UTILITY PLAN8 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 KEYMAP KECHTER RD (C.R. 36)QUASARWAYU1 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 INDIVIDUAL BUILDING WATER SERVICES SHALL BE 1.5". THE IRRIGATION SERVICE SHALL BE 1" . 12.PROVIDE 10' SEPARATION FROM ANY PUBLIC WATER OR SEWER MAINS TO TREE TRUNKS, LIGHT POLES, OR ABOVE GROUND ELECTRIC AND COMMUNICATION APPURTANCES. 13.ALL IRRIGATION AND FIRE SPRINKLER LINES SHALL INCORPORATE A BACKFLOW PREVENTION DEVICE APPROVED BY FCLWD. 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 TGGGGGGGGGGGG G G G G G G G G G G G GGGGGGGGGGGTEEEETT T EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E E E EEEE E EEEEEEEEEEEEEEEEEEEEEEETE EEE EEEEEEEEGGGGGGGGGGG GGG G G EES VAULT ELEC W FE SD 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 EXXXXXXXXXXXXXXXXX XXXXXXXXXXXE E E E E X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSTSTST 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 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 S S S S S W W CITY OF FORT COLLINS PARCEL NO. 8609128901 PROPOSED 8" PVC WATER PROPOSED 8" SANITARY4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK 4.5' SIDEWALKOWL HOOT DR(53' PUBLIC ROW)OWL HOOT DR (53' PUBLIC ROW)WHEELHOUSE WAY(53' PUBLIC ROW)4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK 4.5' SIDEWALK KECHTER ROAD (C.R. 36) (70' PUBLIC ROW) S STORM DRAIN LINE C SEE SHEET ST3 STORM DRAIN LINE D SEE SHEET ST3 STORM DRAIN LINE E SEE SHEET ST3 STORM DRAIN LINE F SEE SHEET ST3 SANTARY LINE A-2 SEE SHEET SS2 SANITARY LINE A-1 SEE SHEET SS1 STORM DRAIN LINE B SEE SHEET ST2 W PROPOSED 8" PVC WATERPROPOSED 8" PVC WATERPR FIRE HYDRANT #2 PR TEE W/ 3-WAY VALVING PR SSMH A1 PROPOSED SSMH A (CONNECT TO EX SAN MAIN) PROPOSED STORM MH (CONNECT TO EX STORM MAIN) PR SSMH A2 PR 45° BEND (TYP.) PR TRANSFORMER PROPOSED TRANSFORMER APPROXIMATE GAS LOCATION APPROXIMATE GAS LOCATION APPROXIMATE GAS LOCATION PROPOSED WATER METER PIT (TYP.) CONNECT TO EX WATER MAIN W/ TAPPING SLEEVE AND VALVE PROPOSED TRANSFORMER PROPOSED TRANSFORMER PROPOSED WATER METER PIT (TYP.) CURB INLET SIDEWALK CHASE W/ GROUTED RIPRAP RUNDOWN PROPOSED LIGHT PROPOSED LIGHT PROPOSED LIGHT PROPOSED LIGHT PROPOSED LIGHT CURB INLET 1" COPPER IRRIGATION SERVICE PROPOSED 8X6 TEE W/ 6" VALVE 30' FL-FL 53' R.O.W. 30' FL-FL 53' R.O.W. 9' UTILITY EASEMENT 9' UTILITY EASEMENT 14' DRAINAGE EASEMENT 7' ACCESS EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT PROPOSED 8" PVC WATERPROPOSED 6" PVC SIDEWALK CHASE W/ GROUTED RIPRAP RUNDOWN FOREBAY FOREBAY FOREBAY FOREBAY PR SANITARY SEWER CONNECTION (TYP.) 4" SEWER SERVICE (TYPICAL) 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 36 U2 UTILITY PLAN9 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 KEYMAP KECHTER RD (C.R. 36)QUASARWAYU1 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 INDIVIDUAL BUILDING WATER SERVICES SHALL BE 1.5". THE IRRIGATION SERVICE SHALL BE 1" . 12.PROVIDE 10' SEPARATION FROM ANY PUBLIC WATER OR SEWER MAINS TO TREE TRUNKS, LIGHT POLES, OR ABOVE GROUND ELECTRIC AND COMMUNICATION APPURTANCES. 13.ALL IRRIGATION AND FIRE SPRINKLER LINES SHALL INCORPORATE A BACKFLOW PREVENTION DEVICE APPROVED BY FCLWD. 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 TTTTGGGGGGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGEEEEEEEETE TEEEEEEEEEE ETT T EEEEEEEEEEEEEEEEEEEE E EEEEE EEEEEEEEEEEEEEETE EEE EEE EEGGGGGGGG G GGGG C/OEGASSCONTROLIRRCONTROLIRR W ETTT CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTVTTTT E E EEEEEEEGGGGGGGGWWWW ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS CTV CTV CTV CTV CTV X X X X X X X X ELEC WWWWWWWWWW180.68 LF 8" PVC @ 2.50%336.93 LF 8" PVC @ 1.50%SSMH ASTA 10+00.00N: 102553.05E: 213402.65SSMH A1STA 11+80.68N: 102733.67E: 213397.78SSMH A1-1STA 15+17.61N: 103070.48E: 213388.71SSMH A3STA 14+94.81N: 103058.73E: 213563.42320.49 LF 8" PVC @ 1.00%SSMH A2STA 11+74.33N: 102738.36E: 213572.05LOGGERS LANE OWL HOOT DRWHEELHOUSE WAYQUASAR WAYOWL HOOT DRKECHTER ROAD (C.R. 36) (70' PUBLIC ROW)PARCEL WWILLOW BROOKPARCEL RWILLOW BROOKSTORM DRAIN LINE ASEE SHEET ST1STORM DRAIN LINE BSEE SHEET ST2STORM DRAIN LINE CSEE SHEET ST3STORM DRAIN LINE DSEE SHEET ST3STORM DRAIN LINE ESEE SHEET ST3STORM DRAIN LINE FSEE SHEET ST330' FL-FL53' ROWSTORM DRAIN LINE GSEE SHEET ST2SANTARY LINE A-2SEE SHEET SS27 ACCESS EASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENT14 DRAINAGE EASEMENT30' FL-FL53' ROW15 UTILITY EASEMENTREC. NO. 20190009470174.33 LF 8" PVC @ 1.00%RAINGARDEN BPOND 1RAINGARDENAAPPROXIMATE LIMITSOF ASPHALT PATCH487048754880488548904895490049054910491548704875488048854890489549004905491049159+5010+0011+0012+0013+0014+0015+0016+00SSMH A (DROP MH) STA 10+00.00 RIM 4897.7± INV. IN 4887.13 (N) INV. IN 4878.00 (E) INV. IN 4879.00 (N) INV. OUT 4878.00 (W) SSMH A1 STA 11+80.68 RIM 4898.6± INV. IN 4891.95 (N) INV. IN 4891.95 (E) INV. OUT 4891.65 (S) SSMH A1-1STA 15+17.61RIM 4902.6±INV. IN 4897.34 (N)INV. OUT 4897.01 (S)180.68 LF 8" PVC @ 2.50%336.93 LF 8" PVC @ 1.50%STA.=10+80.39INV.= 4891.8415" RCP STORM4897.32 4897.33 4897.55 4897.86 4898.18 4898.49 4898.80 4899.11 4899.42 4899.73 4900.05 4900.36 4900.67 4900.984901.294901.614901.924902.234902.52 PROPOSED GROUNDEXISTING GROUND18" MIN.STA.=10+12.92INV.= 4889.61EX 18" RCP STORMSTA.=10+22.30EX CABLESTA.=10+27.82EX CABLESTA.=13+33.32PR ELECTRICSTA.=13+35.32PR ELECTRICDROP MHDROP INVERT IN = CENTERLINE OF INVERT OUTPROPOSED GROUNDEXISTING GROUND18" MIN.SheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36SS1PLAN & PROFILE SANITARY LINE A10 KEYMAPKECHTER RD (C.R. 36)QUASAR WAY NORTH( IN FEET )1 inch = ft.Feet03030306090SS1/SS2/SS3PROFILE SCALE:SANITARY LINE A1EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICESS1/SS2/SS3CALL 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 TTTTGGGGGGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGEEEEEEEETE TEEEEEEEEEE ETT T EEEEEEEEEEEEEEEEEEEE E EEEEE EEEEEEEEEEEEEEETE EEE EEE EEGGGGGGGG G GGGG C/OEGASSCONTROLIRRCONTROLIRR W ETTT CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTVTTTT E E EEEEEEEGGGGGGGGWWWW ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS CTV CTV CTV CTV CTV X X X X X X X X ELEC WWWWWWWWWW180.68 LF 8" PVC @ 2.50%336.93 LF 8" PVC @ 1.50%SSMH ASTA 10+00.00N: 102553.05E: 213402.65SSMH A1STA 11+80.68N: 102733.67E: 213397.78SSMH A1-1STA 15+17.61N: 103070.48E: 213388.71SSMH A3STA 14+94.81N: 103058.73E: 213563.42320.49 LF 8" PVC @ 1.00%SSMH A2STA 11+74.33N: 102738.36E: 213572.05LOGGERS LANE OWL HOOT DRWHEELHOUSE WAYQUASAR WAYOWL HOOT DRKECHTER ROAD (C.R. 36) (70' PUBLIC ROW)PARCEL WWILLOW BROOKPARCEL RWILLOW BROOKSTORM DRAIN LINE ASEE SHEET ST1STORM DRAIN LINE BSEE SHEET ST2STORM DRAIN LINE CSEE SHEET ST3STORM DRAIN LINE DSEE SHEET ST3STORM DRAIN LINE ESEE SHEET ST3STORM DRAIN LINE FSEE SHEET ST330' FL-FL53' ROWSTORM DRAIN LINE GSEE SHEET ST2SANTARY LINE A-2SEE SHEET SS27 ACCESS EASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENT14 DRAINAGE EASEMENT30' FL-FL53' ROW15 UTILITY EASEMENTREC. NO. 20190009470174.33 LF 8" PVC @ 1.00%RAINGARDEN BPOND 1RAINGARDENAAPPROXIMATE LIMITSOF ASPHALT PATCH487048754880488548904895490049054910491548704875488048854890489549004905491049159+5010+0011+0012+0013+0014+0015+0016+00SSMH A1 STA 11+80.68 RIM 4898.6± INV. IN 4891.95 (N) INV. IN 4891.95 (E) INV. OUT 4891.65 (S)STA.=10+87.20INV.= 4895.1415" RCP STORM174.33 LF 8" PVC @ 1.00%4898.56 4898.34 4898.56 4898.78 4899.00 4899.22 4899.40 4899.39 4899.71 4899.94 4900.15 4900.36 4900.57 4900.79 4901.00 4901.224901.434901.654901.864902.08 PROPOSED GROUNDEXISTING GROUND18" MIN.8" WATER STA.=10+10.00 TOP=4890.35 STA.=13+26.94PR ELECTRICSTA.=13+28.94PR ELECTRICPROPOSED GROUNDEXISTING GROUNDSTA.=11+46.65EX TELEPHONE (TO BE REMOVED)18" MIN.SSMH A2 STA 11+74.33 RIM 4899.4± INV. IN 4894.00 (N) INV. OUT 4893.70 (W) SSMH A3STA 14+94.81RIM 4902.2±INV. IN 4897.53 (N)INV. OUT 4897.20 (S)320.49 LF 8" PVC @ 1.00%SheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36SS2PLAN & PROFILE SANITARY LINE A11 KEYMAPKECHTER RD (C.R. 36)QUASAR WAY NORTH( IN FEET )1 inch = ft.Feet03030306090SS1/SS2/SS3PROFILE SCALE:SANITARY LINE A-2EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATESTEDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICESS1/SS2/SS3CALL 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 VAULTELECVAULTELECGASSVAULTELECCONTROLIRRCONTROLIRR W FE SH Y DCONTROL IRR CONTROL IRR CONTROL IRR D E VAULT ELEC T W TTCTV CTV CTV CTV CTV CTV CTV CTV CTV CTVTTTTT E E E EEEE XXXXXXXXXXXXXXE E E EG G G G GGGGGWWWW ST ST ST ST ST ST ST ST ST STSTSS SS SS SS SS SS SS SS SS SS SSSSSS CTV CTV CTV XX X X X X X XXXXXXXXXELEC WWWWWWWWWWWTTTGGGG G G G G G G GGGGGGGGGGGGGGGGGGEEEEEEEETE TEE ET EEEEEEEEE E EEEEE EEEEEEEEEEEEEEETEEE EEGGGGGGGGGG C/OELOGGERS LANE ECLIPSELANE OWL HOOT DRWHEELHOUSE WAYQUASAR WAYOWL HOOT DRKECHTER ROAD (C.R. 36) (70' PUBLIC ROW)PARCEL XWILLOW BROOKPARCEL WWILLOW BROOKPARCEL RWILLOW BROOKRAINGARDEN BSTORM DRAIN LINE ASEE SHEET ST1STORM DRAIN LINE BSEE SHEET ST2STORM DRAIN LINE CSEE SHEET ST3STORM DRAIN LINE DSEE SHEET ST3STORM DRAIN LINE ESEE SHEET ST3STORM DRAIN LINE FSEE SHEET ST330' FL-FL53' ROWSTORM DRAIN LINE GSEE SHEET ST2FES G2STA 11+23.35N: 103181.69E: 213400.95FES G-1STA 10+20.00N: 103179.74E: 213504.28103.35 LF12"x18" ELLIPTICAL RCP@ 0.05%A-6STA 15+38.71N: 103168.32E: 213541.16A-5STA 14+35.84N: 103165.11E: 213643.99A-4STA 13+61.28N: 103090.58E: 213646.21A-3STA 12+84.89N: 103014.21E: 213648.05A-2STA 11+80.17N: 102909.53E: 213650.98A-1STA 10+37.70N: 102767.12E: 213654.81FES ASTA 10+20.00N: 102756.73E: 213640.48102.88 LF 12" HDPE @ 0.50%74.56 LF 12" HDPE @ 0.50%76.39 LF 12" HDPE @ 0.50%104.72 LF 12" HDPE @ 0.50%142.47 LF 12" HDPE @ 0.50%17.70 LF 12" HDPE @ 0.50%B7STA 13+70.92N: 103046.26E: 213476.56B6STA 13+19.89N: 102995.25E: 213477.93B-5STA 12+21.28N: 102896.68E: 213480.61B-4STA 11+89.44N: 102864.85E: 213481.47B-3STA 10+97.06N: 102772.50E: 213483.96B-2STA 10+76.56N: 102752.01E: 213484.52B-1STA 10+46.56N: 102722.02E: 213485.3351.03 LF 12" HDPE @ 1.00%98.61 LF 12" HDPE @ 1.00%31.84 LF 12" HDPE @ 1.00%92.38 LF 12" HDPE @ 1.50%20.50 LF 12" RCP @ 1.50%30.00 LF 15" RCP @ 1.00%26.56 LF 15" RCP @ 2.00%POND 1SANTARY LINE A-2SEE SHEET SS26 DRAINAGE & UTILITY EASEMENT7 ACCESS EASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENT14 DRAINAGE EASEMENT15 UTILITY EASEMENTREC. NO. 20190009470D-1STA 10+46.50N: 102633.84E: 213416.48FES JSTA 10+20.00N: 103041.28E: 213657.98INV=4901.07FES J-1STA 10+37.27N: 103058.54E: 213657.39INV=4901.0617.27 LF 12" PVC @ -0.08%(FIELD FIT)FOUNDATION DRAIN(RE: ARCHITECTURAL & STRUCTURAL)CLEANOUTRIM=4896.9INV=4894.35 (SW)42.52 LF 4" PERF. PVC @ 1.00%4890489549004905491049154890489549004905491049159+5010+0011+0012+0013+0014+0015+0016+00RAIN GARDEN B(BOT EL = 4896.4)FES A STA 10+20.00 INV. 4896.40 A-1 STA 10+37.70 FL. EL 4901.0± INV. IN 4896.49 (N) INV. OUT 4896.49 (SW)PROPOSED GROUNDEXISTING GROUNDA-2 STA 11+80.17 FL. EL 4901.0± INV. IN 4897.20 (N) INV. OUT 4897.20 (S) A-3 STA 12+84.89 FL. EL 4901.0± INV. IN 4897.72 (N) INV. OUT 4897.72 (S) A-4STA 13+61.28FL. EL 4901.0± INV. IN 4898.11 (N) INV. OUT 4898.11 (S) A-5STA 14+35.84FL. EL 4901.5±INV. IN 4898.49 (W)INV. OUT 4898.48 (S)A-6STA 15+38.71FL. EL 4901.0±INV. OUT 4899.00 (E)102.88 LF 12" HDPE @ 0.50%74.56 LF 12" HDPE @ 0.50%76.39 LF 12" HDPE @ 0.50%104.72 LF 12" HDPE @ 0.50%142.47 LF 12" HDPE @ 0.50%17.70 LF 12" HDPE @ 0.50%4896.40 4897.43 4901.25 4901.74 4902.24 4902.25 4902.23 4901.21 4901.48 4901.75 4901.75 4901.30 4901.62 4902.45 4902.03 4901.394901.954901.644901.994902.364901.914901.324902.07 PROPOSED GROUNDEXISTING GROUNDSTORM DRAIN LINE AST1PLAN & PROFILE STORM DRAIN A12 NORTH( IN FEET )1 inch = ft.Feet03030306090PROFILE SCALE:STORM DRAIN LINE AKEYMAPKECHTER RD (C.R. 36)QUASAR WAY SheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT 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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENTFOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYINLET SCHEDULE:INLET SCHEDULENAMETYPESIZEA-1NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE15"A-2NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"A-3NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"A-4NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"A-5NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE15"A-6NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"B-1SINGLE CURB INLET (DETAIL D5-501)4'x3'B-2SINGLE CURB INLET (DETAIL D5-501)4'x3'B-3NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"B-4NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"B-5NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"B-6NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"B-7NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"C-1NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE18"D-1SINGLE CURB INLET (DETAIL D5-501)4'x3'D-2NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE15"E-1DOUBLE CURB INLET (DETAIL D5-500)7'-1"x3'F-1STANDARD MANHOLE48" øF-2EDB OUTLET STRUCTURE (DETAIL D6-601)9'-6"x4'-6"STORM DRAIN ACALL 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 4890489549004905491049154890489549004905491049159+5010+0011+0012+0013+0014+0014+50B-1 STA 10+46.56 FL. EL 4898.5± INV. IN 4895.00 (N) INV. OUT 4892.36 (S) B-2 STA 10+76.56 FL. EL 4898.9± INV. IN 4895.55 (N) INV. OUT 4895.30 (S) B-3 STA 10+97.06 FL. EL 4900.2± INV. IN 4895.86 (N) INV. OUT 4895.86 (S) B-4STA 11+89.44FL. EL 4900.4±INV. IN 4897.24 (N)INV. OUT 4897.24 (S)B-5STA 12+21.28FL. EL 4900.5±INV. IN 4897.56 (N)INV. OUT 4897.56 (S)B6STA 13+19.89FL. EL 4902.0±INV. IN 4898.55 (N)INV. OUT 4898.55 (S)B7STA 13+70.92FL. EL 4902.0±INV. OUT 4899.06 (S)51.03 LF 12" HDPE @ 1.00%98.61 LF 12" HDPE @ 1.00%31.84 LF 12" HDPE @ 1.00%92.38 LF 12" HDPE @ 1.50%20.50 LF 12" RCP @ 1.50%30.00 LF 15" RCP @ 1.00%26.56 LF 15" RCP @ 2.00%PROPOSED GROUNDEXISTING GROUNDSTA.=10+61.56INV.= 4892.68PR SANITARY18" MIN.STA.=10+42.06PR ELECTRICSTA.=10+28.06PR GASPENETRATE POND WALL4890489549004905491049154890489549004905491049159+7510+0011+0011+50103.35 LF 12"X18" ELIPTICAL RCP @ 0.05%FES G2 STA 11+23.35 INV. 4901.27 STA.=10+40.59PR GAS(TO BE LOWERED TO AVOID CONFLICT)STA.=11+00.16PR GAS(TO BE LOWERED TO AVOID CONFLICT)8" WATER STA.=10+81.24 TOP=4897.50 PROPOSED GROUND(ECLIPSE LANE CONNECTION)EXISTING GROUNDFES G-1 STA 10+20.00 INV. 4901.22 4891.58 4898.00 4898.66 4898.96 4900.22 4900.28 4900.34 4900.394900.634901.134902.404902.404902.284902.094902.304903.31 4904.14 4903.96 4904.02 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND8" WATERSTA.=10+71.56TOP=4893.50INV OUT=4891.82FOREBAYSTORM DRAIN LINE BSTORM DRAIN LINE GVAULTELECGASS VAULTELECFESCONTROLIRRCONTROLIRR S VAULT ELEC W D S TXTT CTV CTV CTV CTV CTV CTV CTV CTV CTV CTVTTT E E E E EX EG G GGGGGWWWW STST ST ST ST ST ST ST ST ST ST SSSS SS SS SS SS SS SS SS SS SSSSSSSSSS C T V CTV CTV CTV CTV CTV X X X X X X X X ELEC WWWWWWWWWWTTTTGGGGGGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGEEEEEEEETE TEEEEEEEEE E ETT T EEEEEEEEEEEEEEEEEEEE E EEEEE EEEEEEEEEEEEEEETE EEE EEEGGGGGG G GGGG C/O ELOGGERS LANE OWL HOOT DRWHEELHOUSE WAYQUASAR WAYOWL HOOT DRKECHTER ROAD (C.R. 36) (70' PUBLIC ROW)PARCEL WWILLOW BROOKPARCEL RWILLOW BROOKSTORM DRAIN LINE BSEE SHEET ST2STORM DRAIN LINE CSEE SHEET ST3STORM DRAIN LINE DSEE SHEET ST3STORM DRAIN LINE ESEE SHEET ST3STORM DRAIN LINE FSEE SHEET ST330' FL-FL53' ROWSTORM DRAIN LINE GSEE SHEET ST2FES G2STA 11+23.35N: 103181.69E: 213400.95FES G-1STA 10+20.00N: 103179.74E: 213504.28103.35 LF12"x18" ELLIPTICAL RCP@ 0.05%A-6STA 15+38.71N: 103168.32E: 213541.16102.88 LF 12" HDPE @ 0.50%B7STA 13+70.92N: 103046.26E: 213476.56B6STA 13+19.89N: 102995.25E: 213477.93B-5STA 12+21.28N: 102896.68E: 213480.61B-4STA 11+89.44N: 102864.85E: 213481.47B-3STA 10+97.06N: 102772.50E: 213483.96B-2STA 10+76.56N: 102752.01E: 213484.52B-1STA 10+46.56N: 102722.02E: 213485.3351.03 LF 12" HDPE @ 1.00%98.61 LF 12" HDPE @ 1.00%31.84 LF 12" HDPE @ 1.00%92.38 LF 12" HDPE @ 1.50%20.50 LF 12" RCP @ 1.50%30.00 LF 15" RCP @ 1.00%26.56 LF 15" RCP @ 2.00%POND 1SANTARY LINE A-2SEE SHEET SS29 UTILITY EASEMENT 7 ACCESS EASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENT14 DRAINAGE EASEMENT6 DRAINAGE & UTILITY EASEMENT15 UTILITY EASEMENTREC. NO. 20190009470D-1STA 10+46.50N: 102633.84E: 213416.48PARCEL NO.860400090412.50 LF 12" RCP @ 0.64%(FIELD FIT)FES ISTA 10+20.00N: 103038.12E: 213305.58INV=4900.57FES I-1STA 10+32.50N: 103050.61E: 213305.29INV=4900.65FOUNDATION DRAIN(RE: ARCHITECTURAL & STRUCTURAL)CLEANOUTRIM=4894.5INV=4892.22 (E)40.93 LF 4" PERF. PVC @ 0.50%PROFILE SCALE:STORM DRAIN LINE B & GST2PLAN & PROFILE STORM DRAIN A13 NORTH( IN FEET )1 inch = ft.Feet03030306090KEYMAPKECHTER RD (C.R. 36)QUASAR WAY SheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT 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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENTFOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYINLET SCHEDULE:INLET SCHEDULENAMETYPESIZEA-1NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE15"A-2NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"A-3NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"A-4NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"A-5NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE15"A-6NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"B-1SINGLE CURB INLET (DETAIL D5-501)4'x3'B-2SINGLE CURB INLET (DETAIL D5-501)4'x3'B-3NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"B-4NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"B-5NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"B-6NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"B-7NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"C-1NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE18"D-1SINGLE CURB INLET (DETAIL D5-501)4'x3'D-2NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE15"E-1DOUBLE CURB INLET (DETAIL D5-500)7'-1"x3'F-1STANDARD MANHOLE48" øF-2EDB OUTLET STRUCTURE (DETAIL D6-601)9'-6"x4'-6"STORM DRAIN BPROFILE SCALE: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 488048854890489549004905491048804885489048954900490549109+7510+0011+0011+50488048854890489549004905491048804885489048954900490549109+7510+0011+0011+50488048854890489549004905491048804885489048954900490549109+7510+0011+00488048854890489549004905491048804885489048954900490549109+7510+0011+00STA.=10+73.27EX TELEPHONE(TO BE REMOVED)PROPOSED GROUNDEXISTING GROUNDPENETRATEPOND WALLC-1STA 11+12.45RIM 4897.4±INV. IN 4893.92 (NE)INV. OUT 4892.76 (SW)RAIN GARDEN B(BOT EL = 4896.4)92.45 LF 18" RCP @ 1.00%RAIN GARDEN A(BOT EL = 4894.0)D-2STA 10+99.00RIM 4895.0±INV. IN 4892.02 (W)INV. OUT 4892.02 (E)26.51 LF 15" RCP @ 0.50%8" WATER STA.=10+51.51 TOP=4889.94 STA.=10+81.00PR ELECTRICSTA.=10+41.97PR ELECTRICSTA.=10+61.50INV.= 4888.88PR SANITARY27.57 LF 15" RCP @ 0.50%E-1 STA 10+47.66 FL. EL 4896.9± INV. OUT 4891.84 (E)PROPOSED GROUNDEXISTING GROUNDPENETRATE POND WALLSTA.=10+42.99PR ELECTRICPOND 1F-2 STA 10+64.42 RIM 4893.8± INV. IN 4891.25 INV. OUT 4890.42 (S)44.42 LF 15" RCP @ 0.56%F-1 STA 10+20.00 RIM 4897.8± INV. IN 4890.17 (N) INV. IN 4889.97 (E) INV. OUT 4889.95 (W) 4891.634894.134901.374901.374898.834896.40 4891.38 4898.00 4897.15 4897.11 4894.25 4891.34 4894.19 4897.03 4898.29 4891.29 STA.=10+28.31EX CABLESTA.=10+38.61EX ELECTRICPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDFLOW CONTROLGRATE ACCESSPENETRATEPOND WALLD-1 STA 10+46.50 FL. EL 4897.0± INV. IN 4891.75 (W) INV. OUT 4891.75 (E)PROPOSED GROUNDEXISTING GROUNDINV OUT=4891.83INV OUT=4891.62INV OUT=4891.70POND 1POND 1FOREBAYSTORM DRAIN LINE CSTORM DRAIN LINE DSTORM DRAIN LINE ESTORM DRAIN LINE FSVAULTELECWFESDSSDEVAULTELECTTTCTVCTVCTVCTVCTVCTVCTVCTV CTVCTVCTVCTVTTTTTEEEEEEEXXXXXXXEEEST STSTSTSTSTSTSTSTSTSTSTSTS T S T SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSCTVCTVCTVCTVCTVCTVELECWWWWWWWWWWWWWWWWWWW WGGGGGGGGGGGGG G G G TT TEEEEEEEEEEEEEEEEEEE E E E E E E E EEEEEEEEEEEEETEEEGGGGGC/OC/OOWL HOOT DRWHEELHOUSE WAYKECHTER ROAD (C.R. 36)(70' PUBLIC ROW)PARCEL NO.8604000904PARCEL XWILLOW BROOKSTORM DRAIN LINE ASEE SHEET ST1STORM DRAIN LINE BSEE SHEET ST2STORM DRAIN LINE CSEE SHEET ST3STORM DRAIN LINE DSEE SHEET ST3STORM DRAIN LINE ESEE SHEET ST3STORM DRAIN LINE FSEE SHEET ST330' FL-FL53' ROWC-1STA 11+12.45N: 102722.51E: 213611.3892.45 LF 18 " RCP @ 1 .00%D-2STA 10+99.00N: 102632.43E: 213364.00RAINGARDEN BRAINGARDEN APOND 126.51 LF 15" RCP @ 0.50%E-1STA 10+47.66N: 102613.97E: 213417.0227.57 LF 15" RCP @ 0.50%44.42 LF 15" RCP @ 0.56%F-1STA 10+20.00N: 102565.71E: 213467.49SANITARY LINE A-1SEE SHEET SS114 DRAINAGE EASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENTSIDEWALKCHASESIDEWALK CHASE6 DRAINAGE & EASEMENT30' FL-FL53' ROW6 DRAINAGE & UTILITY EASEMENT15 UTILITY EASEMENTREC. NO. 20190009470APPROXIMATE LIMITSOF ASPHALT PATCHF-2STA 10+64.42N: 102610.11E: 213468.9852.50 LF 15" RCP @ 0.50%D-1STA 10+46.50N: 102633.84E: 213416.48FOREBAYFOREBAYFOREBAYFOREBAYCLEANOUTRIM=4896.9INV=4894.35 (SW)CLEANOUTRIM=4894.5INV=4892.22 (E)40.93 LF 4" PERF. PVC @ 0.50%42.52 LF 4" PERF. PVC @ 1.00%PROFILE SCALE:STORM DRAIN LINE C, D, E & FST3PLAN & PROFILE STORM DRAIN A14 NORTH( IN FEET )1 inch = ft.Feet03030306090KEYMAPKECHTER RD (C.R. 36)QUASAR WAY SheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT 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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENTFOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYINLET SCHEDULE:INLET SCHEDULENAMETYPESIZEA-1NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE15"A-2NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"A-3NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"A-4NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"A-5NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE15"A-6NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"B-1SINGLE CURB INLET (DETAIL D5-501)4'x3'B-2SINGLE CURB INLET (DETAIL D5-501)4'x3'B-3NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"B-4NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"B-5NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"B-6NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"B-7NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE12"C-1NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE18"D-1SINGLE CURB INLET (DETAIL D5-501)4'x3'D-2NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE15"E-1DOUBLE CURB INLET (DETAIL D5-500)7'-1"x3'F-1STANDARD MANHOLE48" øF-2EDB OUTLET STRUCTURE (DETAIL D6-601)9'-6"x4'-6"STORM DRAINSC, D & EPROFILE SCALE:PROFILE SCALE:PROFILE SCALE: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 TTTTGGGGGGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGEEEEEEEETE TEEEEEEEEEE ETT T EEEEEEEEEEEEEEEEEEEE E EEEEE EEEEEEEEEEEEEEETE EEE EEE EEGGGGGGGG G GGGG C/OEGASSCONTROLIRRCONTROLIRR W ETTT CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTVTTTT E E EEEEEEEGGGGGGGGWWWW ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS CTV CTV CTV CTV CTV X X X X X X X X ELEC WWWWWWWWWWLOGGERS LANE OWL HOOT DRWHEELHOUSE WAYQUASAR WAYOWL HOOT DRKECHTER ROAD (C.R. 36) (70' PUBLIC ROW)PARCEL WWILLOW BROOKPARCEL RWILLOW BROOKSTORM DRAIN LINE ASEE SHEET ST1STORM DRAIN LINE BSEE SHEET ST2STORM DRAIN LINE CSEE SHEET ST3STORM DRAIN LINE DSEE SHEET ST3STORM DRAIN LINE ESEE SHEET ST3STORM DRAIN LINE FSEE SHEET ST3STORM DRAIN LINE GSEE SHEET ST2SANTARY LINE A-2SEE SHEET SS27 ACCESS EASEMENT9 UTILITY EASEMENT9 UTILITYEASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENT14 DRAINAGE EASEMENT15 UTILITY EASEMENTREC. NO. 20190009470RAINGARDEN BPOND 1RAINGARDENAPR FIRE HYDRANT #1PR FIRE HYDRANT #2APPROXIMATE LIMITSOF ASPAHLT PATCHCONNECT TO EXWATER MAINTAPPING SLEEVEW/ 8" GV (N)(CONTRACTOR TOPOTHOLE TOVERIFY DEPTHPRIOR TOCONSTRUCTION)N:102531.75E:213414.22RELOCATED EX FHCONNECT TO EXWATER MAIN(CONTRACTOR TO POTHOLETO VERIFY DEPTH PRIORTO CONSTRUCTION)N:103203.92E:213443.72STA. 15+55.7545.00° BEND w/ TBN:103081.77E:213412.03STA. 20+24.8045.00° BEND w/ TBN:102747.93E:213556.19STA. 15+83.778"x8" TEE w/ TB& 3-8" GVsN:103080.90E:213440.04STA. 12+12.288"x8" TEE w/ TB& 3-8" GVsN:102743.93E:213407.5118.73 LF 8" PVCN45°05'32"E51.52 LF 8" PVCN01°32'33"W28.02 LF 8" PVCS88°12'34"E7.90 LF 8" PVCS43°27'08"WSTA. 17+25.638"x6" SWIVEL TEEw/ TB & 6" GV (W)N:103044.84E:213553.73STA. 16+99.6045.00° BEND w/ TBN:103070.85E:213553.039.49 LF 8" PVCS44°52'59"ESANITARY LINE A-1SEE SHEET SS1IRRIGATION SERVICESTA. 11+20.078"x6" SWIVEL TEEw/ TB & 6" GV (W)N:103199.92E:213443.6182.17 LF 8" PVCN01°42'44"E37.90 LF 8" PVCN01°43'36"E58.71 LF 8" PVCS88°12'34"E 47.63 LF 8" PVCS88°12'34"E 26.02 LF 8" PVCS01°33'11"E9.26 LF 8" PVCS01°33'11"E4.99 LF 8" PVCS01°33'11"E245.21 LF 8" PVCS01°33'11"E6.50 LF 8" PVCS01°33'11"E25.31 LF 8" PVCS01°33'11"E124.83 LF 8" PVCN01°32'33"W33.43 LF 8" PVCN01°32'33"WSTA. 20+16.9045.00° BEND w/ TBN:102753.67E:213561.63STA. 16+90.1145.00° BEND w/ TBN:103077.58E:213546.33STA. 15+37.0245.00° BEND w/ TBN:103068.55E:213398.77115.39 LF 8" PVC S88°27'27"W 33.35 LF 8" PVC S88°27'27"W 126.02 LF 8" PVCN01°32'33"W34.74 LF 8" PVCN01°32'33"W36.86 LF 8" PVCN01°32'33"W18.85 LF 8" PVCN01°32'33"W110.77 LF 8" PVCN01°32'33"WSTA. 11+60.768"x6" SWIVEL TEEw/ TB & 6" GVN:102692.42E:213408.90487048754880488548904895490049054910491548704875488048854890489549004905491049159+5010+0011+0012+0013+0014+0015+0016+00EXISTING GROUND4897.13 4897.19 4897.43 4897.75 4898.07 4898.37 4898.67 4898.99 4899.31 4899.62 4899.93 4900.24 4900.554900.864901.184901.494901.804902.114902.484902.914903.044903.07 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDSTA. 15+55.7545° BEND w/ TBT.O.P.=4897.31STA. 15+83.778"X8" TEE w/ TB & 3-8" GVsT.O.P.=4897.44 STA. 12+12.28 8"X8" TEE w/ TB & 3-8" GVs T.O.P.=4890.10 STA. 15+03.60CORP. STOP1.5" TYPE K Cu SERVICET.O.P.=4896.80STA. 15+37.0245° BEND W/ TBT.O.P.=4897.17 STA. 11+26.02 CORP. STOP 1.5" TYPE K Cu SERVICE T.O.P.=4890.10 STA. 11+60.76 8"X6" SWIVEL TEE W/ 6" GV T.O.P.=4890.10 STA. 12+49.15 CORP. STOP 1.5" TYPE K Cu SERVICE T.O.P.=4893.65 STA. 12+67.99 CORP. STOP 1.5" TYPE K Cu SERVICE T.O.P.=4893.71 STA. 13+78.77CORP. STOP1.5" TYPE K Cu SERVICET.O.P.=4895.06184.5' DEF.STA. 14+95.88T.O.P.=4896.70(@ 0.1°)69.8' DEF.STA. 12+42.69 T.O.P.=4893.65 STA. 13+12.51 T.O.P.=4894.14 (@ 0.2°)STA. 10+00.0 CONNECT TO EX WATER MAIN TAPPING SLEEVE W/ 8" GV (CONTRACTOR TO POTHOLE PRIOR TO CONSTRUCTION TO VERIFY DEPTH) T.O.P.=4891.85 STA. 10+51.3 45.00° BEND T.O.P.=4890.10 STA. 12+19.5 11.25° BEND T.O.P.=4890.10 STA. 12+37.3 11.25° BEND T.O.P.=4893.65 STA. 10+49.2 45.00° BEND T.O.P.=4887.96 STA. 10+15.3 45.00° BEND T.O.P.=4891.85 STA. 10+19.2 45.00° BEND T.O.P.=4887.96 18" MIN.18" MIN.18" MIN.8" PVC8" PVC8" PVCSTA.=10+34.21INV.= 4889.66EX 18" RCP STORMSTA.=10+43.37EX CABLESTA.=10+48.32EX CABLESTA.=10+53.14EX ELECTRICSTA.=11+01.99INV.= 4891.79PR 15" RCP STORMSTA.=11+69.78PR GASSTA.=12+02.28INV.= 4891.95PR 8" PVC SANITARYSTA.=13+54.93PR ELECTRICSTA.=13+56.93PR ELECTRICSTA.=10+21.17INV.= 4878.02EX 24" PVC SANITARYWT1PLAN & PROFILE WATER LINE15 NORTH( IN FEET )1 inch = ft.Feet03030306090WT1/WT2/WT3PROFILE SCALE:LINEMATCHSTA16+00WATER LINESTAMATCH LINE SEE SHEET 16+00WT2 SheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36KEYMAPKECHTER RD (C.R. 36)QUASAR WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS - LOVELAND WATERDISTRICT, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS AREREQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR ASREQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATIONDISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A 5-FT MINIMUM AND 6-FT MAXIMUM WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO 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 TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.11.ALL INDIVIDUAL BUILDING WATER SERVICES SHALL BE 1.5". THE IRRIGATIONSERVICE SHALL BE 1" .12.PROVIDE 10' SEPARATION FROM ANY PUBLIC WATER OR SEWER MAINS TO TREETRUNKS, LIGHT POLES, OR ABOVE GROUND ELECTRIC AND COMMUNICATIONAPPURTANCES.13.ALL IRRIGATION AND FIRE SPRINKLER LINES SHALL INCORPORATE A BACKFLOWPREVENTION DEVICE APPROVED BY FCLWD.EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED WATER METER PITCALL 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 TTTTGGGGGGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGEEEEEEEETE TEEEEEEEEEE ETT T EEEEEEEEEEEEEEEEEEEE E EEEEE EEEEEEEEEEEEEEETE EEE EEE EEGGGGGGGG G GGGG C/OEGASSCONTROLIRRCONTROLIRR W ETTT CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTVTTTT E E EEEEEEEGGGGGGGGWWWW ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS CTV CTV CTV CTV CTV X X X X X X X X ELEC WWWWWWWWWWLOGGERS LANE OWL HOOT DRWHEELHOUSE WAYQUASAR WAYOWL HOOT DRKECHTER ROAD (C.R. 36) (70' PUBLIC ROW)PARCEL WWILLOW BROOKPARCEL RWILLOW BROOKSTORM DRAIN LINE ASEE SHEET ST1STORM DRAIN LINE BSEE SHEET ST2STORM DRAIN LINE CSEE SHEET ST3STORM DRAIN LINE DSEE SHEET ST3STORM DRAIN LINE ESEE SHEET ST3STORM DRAIN LINE FSEE SHEET ST3STORM DRAIN LINE GSEE SHEET ST2SANTARY LINE A-2SEE SHEET SS27 ACCESS EASEMENT9 UTILITY EASEMENT9 UTILITYEASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENT14 DRAINAGE EASEMENT15 UTILITY EASEMENTREC. NO. 20190009470RAINGARDEN BPOND 1RAINGARDENAPR FIRE HYDRANT #1PR FIRE HYDRANT #2APPROXIMATE LIMITSOF ASPAHLT PATCHCONNECT TO EXWATER MAINTAPPING SLEEVEW/ 8" GV (N)(CONTRACTOR TOPOTHOLE TOVERIFY DEPTHPRIOR TOCONSTRUCTION)N:102531.75E:213414.22RELOCATED EX FHCONNECT TO EXWATER MAIN(CONTRACTOR TO POTHOLETO VERIFY DEPTH PRIORTO CONSTRUCTION)N:103203.92E:213443.72STA. 15+55.7545.00° BEND w/ TBN:103081.77E:213412.03STA. 20+24.8045.00° BEND w/ TBN:102747.93E:213556.19STA. 15+83.778"x8" TEE w/ TB& 3-8" GVsN:103080.90E:213440.04STA. 12+12.288"x8" TEE w/ TB& 3-8" GVsN:102743.93E:213407.5118.73 LF 8" PVCN45°05'32"E51.52 LF 8" PVCN01°32'33"W28.02 LF 8" PVCS88°12'34"E7.90 LF 8" PVCS43°27'08"WSTA. 17+25.638"x6" SWIVEL TEEw/ TB & 6" GV (W)N:103044.84E:213553.73STA. 16+99.6045.00° BEND w/ TBN:103070.85E:213553.039.49 LF 8" PVCS44°52'59"ESANITARY LINE A-1SEE SHEET SS1IRRIGATION SERVICESTA. 11+20.078"x6" SWIVEL TEEw/ TB & 6" GV (W)N:103199.92E:213443.6182.17 LF 8" PVCN01°42'44"E37.90 LF 8" PVCN01°43'36"E58.71 LF 8" PVCS88°12'34"E 47.63 LF 8" PVCS88°12'34"E 26.02 LF 8" PVCS01°33'11"E9.26 LF 8" PVCS01°33'11"E4.99 LF 8" PVCS01°33'11"E245.21 LF 8" PVCS01°33'11"E6.50 LF 8" PVCS01°33'11"E25.31 LF 8" PVCS01°33'11"E124.83 LF 8" PVCN01°32'33"W33.43 LF 8" PVCN01°32'33"WSTA. 20+16.9045.00° BEND w/ TBN:102753.67E:213561.63STA. 16+90.1145.00° BEND w/ TBN:103077.58E:213546.33STA. 15+37.0245.00° BEND w/ TBN:103068.55E:213398.77115.39 LF 8" PVC S88°27'27"W 33.35 LF 8" PVC S88°27'27"W 126.02 LF 8" PVCN01°32'33"W34.74 LF 8" PVCN01°32'33"W36.86 LF 8" PVCN01°32'33"W18.85 LF 8" PVCN01°32'33"W110.77 LF 8" PVCN01°32'33"WSTA. 11+60.768"x6" SWIVEL TEEw/ TB & 6" GVN:102692.42E:213408.904870487548804885489048954900490549104915487048754880488548904895490049054910491516+0017+0018+0019+0020+0021+0022+00PROPOSED GROUNDEXISTING GROUND4903.07 4902.98 4902.78 4902.57 4902.36 4901.98 4901.76 4901.55 4901.33 4901.12 4900.90 4900.69 4900.47 4900.26 4900.04 4899.83 4899.624899.534899.304899.124898.914898.694898.47 EXISTING GROUNDPROPOSED GROUND8" PVC8" PVC8" PVC 8" PVCSTA. 20+24.8045° BEND W/ TBT.O.P.=4894.07 STA. 15+83.77 8"X8" TEE w/ TB & 3-8" GVs T.O.P.=4897.44 STA. 16+99.60 45° BEND W/ TB T.O.P.=4896.98 STA. 17+25.63 FH ASSEMBLY 8"X6" SWIVEL TEE W/ 6" GV (W) T.O.P.=4896.75 STA. 16+42.49 CORP. STOP 1.5" TYPE K Cu SERVICE T.O.P.=4897.41 STA. 16+90.11 45° BEND W/ TB T.O.P.=4897.07 STA. 17+34.89 CORP. STOP 1.5" TYPE K Cu SERVICE T.O.P.=4896.67 STA. 17+39.88 CORP. STOP 1.5" TYPE K Cu SERVICE T.O.P.=4896.62 STA. 19+85.10CORP. STOP 1.5" TYPE K Cu SERVICE T.O.P.=4894.42 STA. 19+91.60CORP. STOP1.5" TYPE K Cu SERVICET.O.P.=4894.36STA. 20+16.9045° BEND W/ TBT.O.P.=4894.14STA. 21+40.19CORP. STOP1" TYPE K Cu IRRIGATION SERVICET.O.P.=4893.36 184.5' DEF.STA. 16+80.37 T.O.P.=4897.16 (@ 0.1°)76.7' DEF.STA. 20+57.59T.O.P.=4893.77STA. 21+34.27T.O.P.=4893.37(@ 0.1°)STA. 21+73.58"X8" TEE w/ TB & 3-8" GVsT.O.P.=4890.35STA. 21+49.611.17° BENDT.O.P.=4893.35STA. 21+64.611.25° BENDT.O.P.=4890.35 18" MIN.STA.=18+77.88PR ELECTRICSTA.=18+79.88PR ELECTRICSTA.=20+96.34INV.= 4895.24PR 15" RCP STORMSTA.=20+41.47EX TELEPHONE(TO BE REMOVED)WT2PLAN & PROFILE WATER LINE16 NORTH( IN FEET )1 inch = ft.Feet03030306090PROFILE SCALE:LINEMATCHSTA16+00WATER LINESTAMATCH LINE SEE SHEET 16+00WT1 SheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36KEYMAPKECHTER RD (C.R. 36)QUASAR WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS - LOVELAND WATERDISTRICT, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS AREREQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR ASREQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATIONDISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A 5-FT MINIMUM AND 6-FT MAXIMUM WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO 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 TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.11.ALL INDIVIDUAL BUILDING WATER SERVICES SHALL BE 1.5". THE IRRIGATIONSERVICE SHALL BE 1" .12.PROVIDE 10' SEPARATION FROM ANY PUBLIC WATER OR SEWER MAINS TO TREETRUNKS, LIGHT POLES, OR ABOVE GROUND ELECTRIC AND COMMUNICATIONAPPURTANCES.13.ALL IRRIGATION AND FIRE SPRINKLER LINES SHALL INCORPORATE A BACKFLOWPREVENTION DEVICE APPROVED BY FCLWD.EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED WATER METER PITWT1/WT2/WT3CALL 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 TTTTGGGGGGGGGGGGGGGGGG G G G G G G G GGGGGGGGGGGGGGGGGGEEEEEEEETE TEEEEEEEEEE ETT T EEEEEEEEEEEEEEEEEEEE E EEEEE EEEEEEEEEEEEEEETE EEE EEE EEGGGGGGGG G GGGG C/OEGASSCONTROLIRRCONTROLIRR W ETTT CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTVTTTT E E EEEEEEEGGGGGGGGWWWW ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS CTV CTV CTV CTV CTV X X X X X X X X ELEC WWWWWWWWWWLOGGERS LANE OWL HOOT DRWHEELHOUSE WAYQUASAR WAYOWL HOOT DRKECHTER ROAD (C.R. 36) (70' PUBLIC ROW)PARCEL WWILLOW BROOKPARCEL RWILLOW BROOKSTORM DRAIN LINE ASEE SHEET ST1STORM DRAIN LINE BSEE SHEET ST2STORM DRAIN LINE CSEE SHEET ST3STORM DRAIN LINE DSEE SHEET ST3STORM DRAIN LINE ESEE SHEET ST3STORM DRAIN LINE FSEE SHEET ST3STORM DRAIN LINE GSEE SHEET ST2SANTARY LINE A-2SEE SHEET SS27 ACCESS EASEMENT9 UTILITY EASEMENT9 UTILITYEASEMENT9 UTILITY EASEMENT9 UTILITY EASEMENT14 DRAINAGE EASEMENT15 UTILITY EASEMENTREC. NO. 20190009470RAINGARDEN BPOND 1RAINGARDENAPR FIRE HYDRANT #1PR FIRE HYDRANT #2APPROXIMATE LIMITSOF ASPAHLT PATCHCONNECT TO EXWATER MAINTAPPING SLEEVEW/ 8" GV (N)(CONTRACTOR TOPOTHOLE TOVERIFY DEPTHPRIOR TOCONSTRUCTION)N:102531.75E:213414.22RELOCATED EX FHCONNECT TO EXWATER MAIN(CONTRACTOR TO POTHOLETO VERIFY DEPTH PRIORTO CONSTRUCTION)N:103203.92E:213443.72STA. 15+55.7545.00° BEND w/ TBN:103081.77E:213412.03STA. 20+24.8045.00° BEND w/ TBN:102747.93E:213556.19STA. 15+83.778"x8" TEE w/ TB& 3-8" GVsN:103080.90E:213440.04STA. 12+12.288"x8" TEE w/ TB& 3-8" GVsN:102743.93E:213407.5118.73 LF 8" PVCN45°05'32"E51.52 LF 8" PVCN01°32'33"W28.02 LF 8" PVCS88°12'34"E7.90 LF 8" PVCS43°27'08"WSTA. 17+25.638"x6" SWIVEL TEEw/ TB & 6" GV (W)N:103044.84E:213553.73STA. 16+99.6045.00° BEND w/ TBN:103070.85E:213553.039.49 LF 8" PVCS44°52'59"ESANITARY LINE A-1SEE SHEET SS1IRRIGATION SERVICESTA. 11+20.078"x6" SWIVEL TEEw/ TB & 6" GV (W)N:103199.92E:213443.6182.17 LF 8" PVCN01°42'44"E37.90 LF 8" PVCN01°43'36"E58.71 LF 8" PVCS88°12'34"E 47.63 LF 8" PVCS88°12'34"E 26.02 LF 8" PVCS01°33'11"E9.26 LF 8" PVCS01°33'11"E4.99 LF 8" PVCS01°33'11"E245.21 LF 8" PVCS01°33'11"E6.50 LF 8" PVCS01°33'11"E25.31 LF 8" PVCS01°33'11"E124.83 LF 8" PVCN01°32'33"W33.43 LF 8" PVCN01°32'33"WSTA. 20+16.9045.00° BEND w/ TBN:102753.67E:213561.63STA. 16+90.1145.00° BEND w/ TBN:103077.58E:213546.33STA. 15+37.0245.00° BEND w/ TBN:103068.55E:213398.77115.39 LF 8" PVC S88°27'27"W 33.35 LF 8" PVC S88°27'27"W 126.02 LF 8" PVCN01°32'33"W34.74 LF 8" PVCN01°32'33"W36.86 LF 8" PVCN01°32'33"W18.85 LF 8" PVCN01°32'33"W110.77 LF 8" PVCN01°32'33"WSTA. 11+60.768"x6" SWIVEL TEEw/ TB & 6" GVN:102692.42E:213408.90488548904895490049054910491548854890489549004905491049159+5010+0011+0012+004903.054902.644903.054903.554903.834903.80 PROPOSEDGROUNDEXISTINGGROUNDPROPOSED GROUNDEXISTING GROUND8" PVC8" PVC8" PVCSTA. 10+00.08X8 TEE W/ 3-WAY VALVINGT.O.P.=4897.44STA. 11+28.6CONNECT TO EX MAINT.O.P.=4898.60 STA. 10+37.908"X4" TEE W/ 4" GV (W)T.O.P.=4897.79STA. 11+20.07FH ASSEMBLY8"X6" SWIVEL TEE W/ 6" GV (W)T.O.P.=4898.5941.5' DEF.STA. 10+50.09T.O.P.=4898.06STA. 10+91.64T.O.P.=4898.55(@ 0.6°)22.6' DEF.STA. 10+10.34T.O.P.=4897.44STA. 10+32.92T.O.P.=4897.68(@ 1.1°)STA.=10+72.35PR ELECTRICSTA.=11+01.04INV.= 4901.00PR 15" RCP STORMWT3PLAN & PROFILE WATER LINE17 NORTH( IN FEET )1 inch = ft.Feet03030306090PROFILE SCALE:WATER LINESheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36KEYMAPKECHTER RD (C.R. 36)QUASAR WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS - LOVELAND WATERDISTRICT, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS AREREQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR ASREQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATIONDISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A 5-FT MINIMUM AND 6-FT MAXIMUM WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO 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 TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.11.ALL INDIVIDUAL BUILDING WATER SERVICES SHALL BE 1.5". THE IRRIGATIONSERVICE SHALL BE 1" .12.PROVIDE 10' SEPARATION FROM ANY PUBLIC WATER OR SEWER MAINS TO TREETRUNKS, LIGHT POLES, OR ABOVE GROUND ELECTRIC AND COMMUNICATIONAPPURTANCES.13.ALL IRRIGATION AND FIRE SPRINKLER LINES SHALL INCORPORATE A BACKFLOWPREVENTION DEVICE APPROVED BY FCLWD.EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED WATER METER PITWT1/WT2/WT3CALL 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 CONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRLIDSVAULTELECWF ESDSSSSHYDCONTROLIRRCONTROLIRRCONTROLIRRDE VAULTELECTVAULTELECCXGCTV TE EWWWWCTVCTVCTVCTVCTVCTVCTVCTVCTVTTEEEE X XXXXXX XXXEEXEGGGGG GGWW ST STSTSTSTSTSTSTSTSTS T SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSCTVCTVCTVCTVXXXXXXXXXXXXXXELECWWWWWWWWWWWWWW WPARCEL XWILLOW BROOKPARCEL WWILLOW BROOKPARCEL RWILLOW BROOKPOUDRE R-1SCHOOLDISTRICTPARCEL NO.8604000904KECHTER ROAD (C.R. 36)(70' PUBLIC ROW)OWL HOOT DR (53' PUBLIC ROW) WHEELHOUSE WAY (53' PUBLIC ROW) QUASAR WAY (53' PUBLIC ROW)LOGGERS LANE(53' PUBLIC ROW)ECLIPSE LANE(53' PUBLIC ROW)RAINGARDENBPOND 1STORM DRAIN LINE ASEE SHEET ST1STORM DRAIN LINE BSEE SHEET ST2STORM DRAIN LINE CSEE SHEET ST3STORM DRAIN LINE DSEE SHEET ST3STORM DRAIN LINE ESEE SHEET ST3STORM DRAIN LINE FSEE SHEET ST3OWL HOOT DR(53' PUBLIC ROW)STORM DRAINPROPOSED POND 1 OUTFALLPROPOSEDSTORMDRAINOG1OVERALL GRADING PLAN18 NORTH( IN FEET )1 inch = ft.Feet040404080120G1G2KEYMAPKECHTER RD (C.R. 36)QUASAR WAY SheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36PROPOSED 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 VAULT ELEC VAULT ELEC GAS S VAULT ELEC FE SCONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR LID HY DCONTROL IRR CONTROL IRR CONTROL IRRXX W W WXXXXX XXXXXXXXEEG G G G G G G G GGGGGGGW W W WWWSSSSSS SS XXX X X X X X X X X X X X X X XXXXXXXXXXXPARCEL X WILLOW BROOK PARCEL W WILLOW BROOK PARCEL R WILLOW BROOK POUDRE R-1 SCHOOL DISTRICT PARCEL NO. 8604000904 LOGGERS LANE ECLIPSE LANEQUASAR WAYWHEELHOUSE WAYOWL HOOT DRFES INV=4900.57 FES INV=4900.65 FES INV=4901.27 FES INV=4901.22 FES INV=4901.06 FES INV=4901.07 IN-LINE DRAIN RIM=4901.00 IN-LINE DRAIN RIM=4901.00 IN-LINE DRAIN RIM=4901.00 IN-LINE DRAIN RIM=4901.50 IN-LINE DRAIN RIM=4901.00 IN-LINE DRAIN RIM=4902.00 IN-LINE DRAIN RIM=4902.00 IN-LINE DRAIN RIM=4900.50 PROPOSED SWALE AT 1.5% PROPOSED SWALE PROPOSED SWALE PROPOSED STORM DRAIN PROPOSED CULVERT COORDINATE DESIGN & CONSTRUCTION WITH THE IRRIGATION DITCH COMPANY PROPOSED CULVERT COORDINATE DESIGN & CONSTRUCTION WITH THE IRRIGATION DITCH COMPANY SEE DETAIL 2 (SHEET G3) SEE DETAIL 1 (SHEET G3)1.851.77FOUNDATION DRAIN (RE: STRUCTURAL & ARCHITECTURAL PLAN) FOUNDATION DRAIN (RE: STRUCTURAL & ARCHITECTURAL PLAN)0.531.301.661.921.992.082.372.472.563.002.71 2.84 2.90 3.03 2.992.882.73 2.62 2.54 2.43 1. 5 3 1. 3 6 0.821. 0 01.201.371.631.792.052.222.452.201. 8 3 1. 5 9 1.220.980. 6 5 0.592.501.002.752. 5 0 2.502.502. 5 0 2. 5 0 1.002.752.752.752.752.752.752.500.500.350. 9 5 2.400.75 0.75 1.25 1.50 1.50 2.25 2.25 2.25(2.10)0.500.0699.8699.5999.3999.2598.5398.75(0.94)(0.74)(0.99)(1 . 1 2 )(1.36)(1.96)(2.07)(2.10)(2.10)1.35(2.17)(2 . 6 0 )3.003.50 3.50 4.501. 7 6 2. 2 2(2.97)(2.51)(2.40)(3 . 6 2 ) 4.25 2. 2 5 2.252.252.253.122.252.252.262. 2 5 1.501. 3 3 1. 8 2 2.352.15(2 . 3 9 )(2.32)(2.53)(2 . 1 7 )(1.91)(2.82)(1.95) (1.99) (2.21) (1.83) (1.85) (1.87) (1.90) (2.11) 2. 2 5 1.751.751.802. 0 02.002.001.982.252.250.991.030. 7 00.751.08(3 . 4 2 )2.00(2.26)1.931.951. 9 6 1.782. 0 2 2.292. 2 5 1. 0 0(1.98)2.00(1.89)(1.80)1.052.402.502.502.752.40 2.40 2.40 2.40 3.503.50 FFE=5.00 FFE=5.00 FFE=5.00 FFE=5.00 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 FFE=4.00 FFE=2.75 FFE=3.50 FFE=3.50 FFE=3.50 GFFE=1.75 GFFE=2.25 GFFE=2.75 GFFE=3.50 GFFE=3.50 GFFE=3.25 GFFE=3.25 GFFE=3.25 GFFE=2.50 GFFE=2.00 GFFE=2.00 GFFE=1.25 GFFE=1.60 GFFE=2.00 GFFE=2.50GFFE=2.75 GFFE=2.25 GFFE=1.85 FFE=3.50 FFE=2.50 1.37 1.55 2.21 2.091.67 1.51 2.65 PROPOSED SWALE AT 1.0% KEYMAP KECHTER RD (C.R. 36)QUASARWAYG1 GRADING PLAN19 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 36 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 FE SD 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 OWL HOOT DR WHEELHOUSE WAYOWL HOOT DRKECHTER ROAD (C.R. 36) (70' PUBLIC ROW)5:12. 5% 1.5%0.5%0.5%2.1%1.0% 1.5% INLET FL=4898.87 INLET FL=4898.51 OUTLET STRUCTURE RIM=4897.40 OUTLET STRUCTURE RIM=4895.00 STORM MH RIM=4897.81 FES INV=4896.40 IN-LINE DRAIN RIM=4901.00 IN-LINE DRAIN RIM=4901.00 IN-LINE DRAIN RIM=4900.43 IN-LINE DRAIN RIM=4900.21 INLET FL=4896.89 IN-LINE DRAIN RIM=4900.50 POND 1 BOT EL=VARIES 4-FT WIDE STEP EL=4894.10 TOP EL=VARIES REQUIRED VOL=35,040 CF PROVIDED VOL=35,316 CFRAIN GARDEN A BOT=4894.0 TOP=4895.0 (4:1 SIDES) OUTLET STRUCTURE RIM=4893.80 FLOW CONTROL GRATE INV. IN=4891.25 STEPPED WALL FG@T.O.W.=97.00 4-FT WIDE BENCH=94.00 FG@B.O.W.=92.00 PROPOSED POND 1 OUTFALL PR SWALE PROPOSED SWALE AT 1.5% PROPOSED STORM DRAIN PROPOSED STORM DRAIN SEE DETAIL 3 (SHEET G3) FOUNDATION DRAIN (RE: STRUCTURAL & ARCHITECTURAL PLAN) FOUNDATION DRAIN (RE: STRUCTURAL & ARCHITECTURAL PLAN) 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) SIDEWALK CHASE W/ GROUTED RIPRAP RUNDOWN STEPPED WALL STEPPED WALL STEPPED WALL MAINTENANCE ACCESS EX DRIPLINE CANOPY (AREA UNDEERNEATH TO REMAIN UNDISTURBED) SIDEWALK CHASE97.9098.1598.5198.7698.9599.4099.920.530.821. 0 0 0.690.580. 2 9 0. 0 8 100.00 97.40 98.74 99.83 97.40 99.00 TW99.47(2.42)92.48 BW 0.180.350.600.771.200.980. 6 5 0.330.200.5999.472.501.001.002.750.500.350. 9 5 0.500.350.350.509 9 . 7 1 9 9 . 2 3 96.65 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)(98.08)(98.60)(0.94)(98.98)(99.52)(0.28)(0.74)(0.99)(1 . 1 2 ) (1.90) (2.11) (2.26) (2.30) (1.87) (2.02) (2.25) (2.24) (1.97) 94.1098.00 TW92.49 BW97.402. 0 02.062.252.252. 2 5 2.252.251.600.9897.401.982.252.2598.0098.00 TW9 4 . 1 0 1.00 TW94.10 99.49 TW92.66 BW94.1094.10 0.991.030. 7 00.750.0691.61 BW98.3998.1598.360. 0 7 98.0099.049 2 . 4 7 BW 94.0098.0095.99 91.81 BW 98.00 TW91.65 BW94.1099.0799.3399.670.281.0595.45(95.87)(9 7 . 6 9 )0.180.102.40 0.43 0.500.3596.40 91.29 BW 9 1 . 5 0 91.3591.32FFE=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=2.75 FFE=2.75 FFE=2.75 FFE=2.75 FFE=2.75 FFE=3.50 GFFE=98.65 GFFE=99.15 GFFE=99.65 GFFE=0.25 GFFE=0.75 GFFE=1.75 GFFE=1.25 GFFE=0.75 GFFE=0.75GFFE=0.50 GFFE=1.00 GFFE=1.00 GFFE=1.60GFFE=1.85 GFFE=0.85 GFFE=0.85 GFFE=99.95 11.5'98.9298.56SIDEWALK CHASE W/ GROUTED RIPRAP RUNDOWN 6'X6'X6" DEEP CONCRETE FOREBAY TURF REINFORCEMENT MAT98.9098.86 98.5298.51 99.34 99.83 99.4399.22 RE: LANDSCAPE PLANS FOR VEGETATION DEPTH GUAGE TURF REINFORCEMENT MAT 6'X6'X6" DEEP CONCRETE FOREBAY A DESIGN AND PERMIT IS REQUIRED FOR THE RETAINING WALL PRIOR TO CONSTRUCTION RAIN GARDEN B BOT=4896.4 TOP=4897.4 (4:1 SIDES) KEYMAP KECHTER RD (C.R. 36)QUASARWAYG2 GRADING PLAN20 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 36 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 3.17 3.1 92.682.663.233.192.712.723.192.70 3.102.513.122.552.662.462. 6 2 2.552.620.5%0.7%2. 7 5 3.142. 7 5 2.0%2.0%2.65LOGGERS LANEQUASAR WAY2.65 2.232.261.75 1.72 2.36 1.851.772.26 2.43 2.222. 2 6 1.952.022. 2 9 OWL HOOT DRLOGGERS LANE 1.55 99.07 98.57 99.01 98.50 99.0899.0099.0298.56 98.61 98.5798.6098.539 8 . 4 3 98.1198.0598.5198.7698.9599.00 TW99.4794.1098.00 TW98.3998.1598.3698.0099.0494.0098.0095.9999.07GFFE=99.15 GFFE=99.65 98.1998.079 7 . 7 6 75' CROWN TRANSITION 9 8 . 5 498.4398.61 98.9298.9698.5698.61 99.00 9 8 . 2 5 9 8 . 5 9 9 8 . 2 0 9 7 . 7 6 9 8 . 1 51.2%1.1%1.2%1.2%1.2%1.4%2.0%2.0% 2.0%2.0%1.2%1.2%0.6% 0.6% 0.6% 0.6%1.4% 0. 3%2.2%OWL HOOT DRWHEELHOUSE WAY98.9098.86 98.5298.51 99.22 KEYMAP KECHTER RD (C.R. 36)QUASARWAYG3 PEDESTRIAN LANDING DETAILS21 NORTH ( IN FEET ) 1 inch = ft. Feet01010 10 20 30 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 36 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 PEDESTRIAN LANDING DETAIL 1 PEDESTRIAN LANDING DETAIL 2 PEDESTRIAN LANDING DETAIL 3 C/OOWL HOOT DRWHEELHOUSE WAY QUASAR WAY VAULTELECGASSFESCONTROLIRRCONTROLIRRSVAULTELECWSXCTVCTVCTVCTVCTVEEXEGG GGWWSTSTSTST STSTSS SSSSSSSSSSSSSSSSCTVCTVCTVCTVXXXXELECWWWWWWPARCEL R WILLOW BROOK STORM DRAIN LINE B SEE SHEET ST2 STORM DRAIN LINE D SEE SHEET ST3 STORM DRAIN LINE E SEE SHEET ST3 STORM DRAIN LINE F SEE SHEET ST3 STORM DRAIN LINE G SEE SHEET ST2 SANTARY LINE A-2 SEE SHEET SS2 7 ACCESS EASEMENT 9 UTILITY EASEMENT 9 UTILITY EASEMENT 9 UTILITY EASEMENT 14 DRAINAGE EASEMENT 6 DRAINAGE & UTILITY EASEMENT KECHTER ROAD (C.R. 36)(70' PUBLIC ROW)LOGGERS LANE4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50 105.3' VC HP ELEV = 4903.10 HP STA = 5+51.31 PVI STA = 5+41.74 PVI ELEV = 4903.36 BVCS: 4+89.10BVCE: 4902.71EVCS: 5+94.38EVCE: 4902.91A.D. = 2.11 K = 49.88 4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50 4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+504897.464898.714899.964901.204902.594902.264896.954896.954897.154897.784898.094898.404899.024899.334899.654900.274900.584900.894901.524901.834902.164902.704902.634902.484901.934897.454897.864899.104900.354901.604902.834902.864897.344897.344897.544898.174898.484898.794899.414899.734900.044900.664900.974901.294901.914902.224902.534903.034903.104903.044902.654897.464898.714899.964901.204902.094902.654896.954896.954897.154897.784898.094898.404899.024899.334899.654900.274900.584900.894901.524901.714901.904902.284902.474902.624902.5547.0' VC HP ELEV = 4902.70 HP STA = 5+25.34 PVI STA = 5+27.20 PVI ELEV = 4902.76 BVCS: 5+03.68BVCE: 4902.65EVCS: 5+50.72EVCE: 4902.63A.D. = 1.05 K = 45.00 71.0' VC HP ELEV = 4902.65 HP STA = 5+93.22 PVI STA = 5+90.52 PVI ELEV = 4902.78 BVCS: 5+55.02BVCE: 4902.51EVCS: 6+26.02EVCE: 4902.55A.D. = 1.42 K = 50.00 EXISTING GROUND PROPOSED GRADE 8' WIDE VALLEY PAN EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND 22.4' VC LP ELEV = 4896.96 LP STA = 0+52.80 PVI STA = 0+64.00 PVI ELEV = 4897.02 BCVS: 0+52.80 BVCE: 4896.96 ECVS: 0+75.20 EVCE: 4897.16 A.D. = 0.75 K = 30.00 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 22.4' VC LP ELEV = 4896.96 LP STA = 0+52.80 PVI STA = 0+64.00 PVI ELEV = 4897.02 BCVS: 0+52.80 BVCE: 4896.96 ECVS: 0+75.20 EVCE: 4897.16 A.D. = 0.75 K = 30.00 STAMATCH LINESEE SHEET6+50R2STA.=1+59.01OWL HOOT DRSTA.=5+51.45QUASAR WAY1.25% -0.50%-2.00% -2.34%2.34% -0.86% -0.86% -1.49% -0.50%0.50% 1.25% 1.72%0.48%-0.56%-0.86% -0.50%0.50% 0.76% -0.66% 0.50% 1.25% KEYMAP KECHTER RD (C.R. 36)QUASARWAYR1 PLAN & PROFILEWHEELHOUSE WAY & LOGGERS LANE22 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 CENTERLINE WHEELHOUSE WAY/LOGGERS LANE SCALE : 1" = 40' (H) 1" = 4' (V) LEFT FLOWLINE WHEELHOUSE WAY/LOGGERS LANE SCALE : 1" = 40' (H) 1" = 4' (V) RIGHT FLOWLINE WHEELHOUSE WAY/LOGGERS LANE 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 36 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 OWL HOOT DRWHEELHOUSE WAY QUASAR WAY OWL HOOT DR VAULTELECGASSVAULTELECWCTVCTVCTVCTVCTVCTVEEEEGGGG GGWWSTSTST STSTSTSTSSSSSSSSSSSSSSSSCTVCTVCTVXXXXELECWWWWWWKECHTER ROAD (C.R. 36)(70' PUBLIC ROW)PARCEL W WILLOW BROOK PARCEL R WILLOW BROOK STORM DRAIN LINE A SEE SHEET ST1 STORM DRAIN LINE B SEE SHEET ST2 STORM DRAIN LINE C SEE SHEET ST3 STORM DRAIN LINE D SEE SHEET ST3 STORM DRAIN LINE E SEE SHEET ST3 STORM DRAIN LINE F SEE SHEET ST3 STORM DRAIN LINE G SEE SHEET ST2 SANTARY LINE A-2 SEE SHEET SS2 7 ACCESS EASEMENT 9 UTILITY EASEMENT 9 UTILITY EASEMENT 9 UTILITY EASEMENT 9 UTILITY EASEMENT 14 DRAINAGE EASEMENTKECHTER ROAD (C.R. 36)(70' PUBLIC ROW)LOGGERS LANE4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 7+00 8+00 9+00 10+00 11+00 12+00 13+00 4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 7+00 8+00 9+00 10+00 11+00 12+00 13+00 4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 7+00 8+00 9+00 10+00 11+00 12+00 13+00 EXISTING GROUND PROPOSED GRADE 6' WIDE VALLEY PAN EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUNDSTA MATCH LINESEE SHEET6+50R14902.004901.134900.274899.414898.544902.214901.784901.574901.354900.924900.704900.494900.064899.844899.624899.194898.984898.764898.334902.064901.414900.564899.724899.024898.324902.234901.904901.734901.574901.204900.994900.774900.344900.134899.914899.554899.374899.204898.854898.674898.504898.154901.214900.354899.494898.794901.434901.004900.784900.574900.144899.924899.714899.314899.144898.974898.624898.45PVI STA = 11+46.48PVI ELEV = 4898.59PVI STA = 11+32.63PVI ELEV = 4898.31PVI STA = 11+26.63PVI ELEV = 4898.31PVI STA = 9+07.18PVI ELEV = 4899.43PVI STA = 10+59.12PVI ELEV = 4898.39PVI STA = 8+05.80PVI ELEV = 4901.37PVI STA = 9+84.05PVI ELEV = 4899.83PVI STA = 12+43.82PVI ELEV = 4898.012.00% 2.40%-2.40% -0.86% -0.86% -0.69% -0.70% -0.86% -0.66% KEYMAP KECHTER RD (C.R. 36)QUASARWAYR2 PLAN & PROFILEOWL HOOT DR & OWL HOOT DR23 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 CENTERLINE OWL HOOT DR/OWL HOOT DR SCALE : 1" = 40' (H) 1" = 4' (V) LEFT FLOWLINE OWL HOOT DR/OWL HOOT DR SCALE : 1" = 40' (H) 1" = 4' (V) RIGHT FLOWLINE OWL HOOT DR/OWL HOOT DR 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 36 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 QUASAR WAY OWL HOOT DR MATCH EDGE OF EXISTING VALLEY PAN VAULTELECGASSVAULTELECEGGG GGWW SSSSXXXXPARCEL W WILLOW BROOK PARCEL R WILLOW BROOK STORM DRAIN LINE B SEE SHEET ST2 STORM DRAIN LINE G SEE SHEET ST2 9 UTILITY EASEMENT 9 UTILITY EASEMENT 14 DRAINAGE EASEMENT LOGGERS LANE4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 0+00 1+00 2+00 2+50 72.8' VC HP ELEV = 4904.05 HP STA = 1+07.90 PVI STA = 1+04.28 PVI ELEV = 4904.38 BVCS: 0+67.90BVCE: 4903.65EVCS: 1+40.66EVCE: 4903.79A.D. = 3.64 K = 20.00 4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 0+00 1+00 2+00 2+50 4890 4895 4900 4905 4910 4890 4895 4900 4905 4910 0+00 1+00 2+00 2+504901.904902.404902.904903.414903.774903.834903.104902.804903.304903.784904.044903.984901.904902.404902.904903.414903.774903.8355.3' VC HP ELEV = 4903.85 HP STA = 1+17.02 PVI STA = 1+04.66 PVI ELEV = 4904.00 BVCS: 0+76.98BVCE: 4903.44EVCS: 1+32.33EVCE: 4903.79A.D. = 2.77 K = 20.00 54.9' VC HP ELEV = 4903.84 HP STA = 1+16.89 PVI STA = 1+04.31 PVI ELEV = 4903.99 BVCS: 0+76.86BVCE: 4903.44EVCS: 1+31.75EVCE: 4903.79A.D. = 2.74 K = 20.00 EXISTING GROUND PROPOSED GRADE 6' WIDE VALLEY PAN CONNECT TO EXISTING VALLEY PAN PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND EXISTING GROUND PROPOSED GRADE CONNECT TO EXISTING CURB EXISTING GROUND PROPOSED GRADE CONNECT TO EXISTING CURBSTA.=-0+00.00LOGGERS LANE-1.64% -2.00% -2.31%2.31% 2.00% 2.00% -0.77% 2.00% -0.74% R3 PLAN & PROFILEQUASAR WAY 24 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 CENTERLINE QUASAR WAY SCALE : 1" = 40' (H) 1" = 4' (V) LEFT FLOWLINE QUASAR WAY SCALE : 1" = 40' (H) 1" = 4' (V) RIGHT FLOWLINE QUASAR WAY SCALE : 1" = 40' (H) 1" = 4' (V)R1R2KEYMAP KECHTER RD (C.R. 36)QUASARWAYSheetKECHTER 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 36 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 MOON713SKECHTER ROAD (C.R. 36)(70' PUBLIC ROW)7717EXISTING STRIPING(TO BE REMOVED)7LAEXISTING STRIPINGEXISTING BIKE LANEEXISTING BIKE LANEEXISTING THRU LANEPROPOSED THRU LANEPROPOSED TURN LANE17.712.411.013.96.93S3S3SXEXISTING STRIPING(TO BE REMOVED)A77EXISTING 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 LANE3S3S3S1R4RE-STRIPING PLAN KECHTER ROAD25 NORTH( IN FEET )1 inch = ft.Feet02020204060KEYMAPKECHTER RD (C.R. 36)QUASAR WAY SheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36MATCH 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 ENGINEERS PRIOR TO PERMANENT INSTALLATION OF STRIPING ANDSYMBOLS.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, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC.C.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED INMUTCD. (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 ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION OF STRIPING ANDSYMBOLS.G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORTCOLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORETHE 2-YEAR WARRANTY PERIOD WILL BEGIN.L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUNDUTILITIES.M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TOINITIATION OF THE WARRANTY PERIOD, THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONALSIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINE THAT AN UNFORESEEN CONDITION WARRANTSSUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALLFALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEARON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL DEVICES, FOR ADDITIONAL DETAIL.P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, 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'EASEMENTR4ANYITMEPANYITMEPANYITMEPSITE SIGN LEGEND1S2S3SCALL 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 D1 SITE DETAILS26 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 36 100 101 STREET INTERSECTION CROSSPAN ASPHALT PAVING DETAIL (CROSSPAN)102 SIGN POST103 104 SECTION A-APAVEMENT DESIGN + 1/2" FOR COLLECTOR8" MIN. FOR RESIDENTIAL. USE CONCRETE10' MINIMUM (ARTERIAL)8' MINIMUM (COLLECTOR)PLAN VIEW6' MINIMUM (LOCAL)COLD JOINT (See Standard Drawing 714)AT 10' O.C.TOOL JOINTFOR PANS OVER 40'CONTROL JOINT REQUIREDCONTROLROADWAY WIDTHALL INTERSECTIONS TOHAVE ACCESS RAMPSNOTE:**& ARTERIALS.SIDES.TO PAN SECTION, TYPICAL BOTHTRANSITION FROM C & G SECTIONWALK8'DOWELL IFJOINTSTOOL JOINTAAJOINTS (TYP.)CONTROLPARALLELSTREETCLASSIFICATIONLOVELANDDEPTH OF INVERTWWIDTHCROSS PANArterial10'1 1/4"1 1/2"Collector8'1"1 1/8"Local6'3/4"7/8"d (MAX.)d (MIN.)1 1/2"2 1/2"2"DEPTH OF INVERTFT. COLLINSdd8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY.****LENGTH(for monolithic pour)THICKNESS ASPHALT DESIGNED 2T*W ASPHALT 2T*WT W P.C. CROSSPAN THICKENED ASPHALT THICKENED ASPHALT THICKNESS DESIGNED AND WALK CURB, GUTTER T = THICKNESS OF CROSSPAN W = WIDTH OF CROSSPAN P.C. *-If subgrade is flyash treated, use T instead of 2T. Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. 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/Stub Post Size CRITERIA FOR SINGLE POST 36" 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 F Street Curb See Figure 16-1 SW SAMPLEAVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST.L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS *12 Gauge 30"8"8"7 3/8" (L)1 3/8"17"6"3 3/8"14"FLR 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"FL14"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.ExcavationFill1' min.2' min.1/4"/Ft.CURB & GUTTER IN A CUT OR FILL6"3'-9" (F.C.)For Thickness2' min. (L)CURB AND GUTTER / SIDEWALK STANDARD SIDEWALK Sidewalk Sidewalk Standard Street Sign NOTE: 1. All above ground utilities or other features must be a minimum of 2' from sidewalk. * The minimum horizontal clearance may be reduced by the Local Entity Engineer to zero feet in locations such as downtown, special pedestrian plazas and bridges, where bicycle traffic is restricted. In such locations the minimum clear path equal to the standard sidewalk width for the street classification shall be clear of all obstructions. Min. 7' Clearance Min. 2' Min. 8' Clearance * Minimum Hor. Clear DETACHED SIDEWALK SECTION ATTACHED SIDEWALK SECTION Standard Width * Minimum Hor. Clear Standard Width * Min. Hor. Clear Fixed Object: Pole Sign Post, Hydrant, Bridge Railing Objects & Materials Trees Shrubs, Hedges Fences & Walls Solid Fixed Objects Movable Solid Objects Gravel, Rocks, or Material that may slough or land on the sidewalk Minimum Horizontal Clearance 2.5' 2' 1' 1' 2' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 31" DRIVE-OVERCURB & GUTTERPONDVARIESVARIESVARIES5' WALK5'LANDSCAPE WALL(DESIGN BY OTHERS. A DESIGNAND PERMIT IS REQUIRED PRIORTO CONSTRUCTION.)TWVARIES FG BWD2SITE DETAILS27SheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36200201202203SIDEWALK 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" CurbLip 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.CallRSECTION C-CSECTION B-BSECTION A-ADETAIL 1PLANAABCCBSIDEWALK CULVERT204RETAINING WALL SECTION205RETAINING WALL SAMPLE PRODUCT205 D3UTILITY DETAILS28SheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36300TRENCH 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.CallR306TRENCH DETAIL D4UTILITY DETAILS29SheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36400401402403OUTSIDE-DROP MANHOLETYPICAL MANHOLEGROUNDWATER BARRIERC:\Work\MAPPING\BLOCKS\Logos\SS-New\SFCSD.bmp404405SANITARY 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.CallR406TRENCH DETAIL D5DRAINAGE DETAILS30SheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36504METAL END SECTIONS502500DOUBLE CURB INLETAABBAAAABBAA501SINGLE CURB INLETINLINE DRAIN503CALL 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.CallRDEPTH OF GROUT LAYERWHICH IS EQUIVALENT TODg =Dr =SPECIFICATIONS.SEE TABLE BELOW ANDSHEET.SIZE. SEE TABLE THISTHE MINIMUM BOULDERDEPTH OF ROCK LAYERGROUTED RIPRAPNOTES:1.FINAL PLACEMENT OF BOULDERS TO BE APPROVED BY THE DESIGN ENGINEER PRIORTO GROUTING.2.BEFORE GROUTING, CLEAN ALL DIRT AND MATERIALS FROM ROCK THAT COULDPREVENT THE GROUT FROM BONDING TO ROCK.3.PLACE GROUT BY INJECTION METHODS AND USE A PENCIL VIBRATOR TO FILL THE VOIDSTO THE SPECIFIED GROUT DEPTH. CLEAN EXCESS GROUT FROM ALL EXPOSEDSURFACES. THE DESIGN ENGINEER SHALL OBSERVE THE ENTIRE GROUTING PROCESS.4.THE CONTRACTOR SHALL CONTROL GROUT MIX AND PLACEMENT PROCEDURES TOACHIEVE THE SPECIFIED THICKNESS AND GRADE OF THE GROUT LAYER.SECTIONGROUTED RIPRAP RUNDOWN2:1FOREBAY BOTTOM4'AACROSS SECTION A - AMINIMUM 6" THICK CDOTCLASS D CONCRETEFINISHED GRADEFOREBAY TOP6'STORM DRAIN ORRIPRAP RUNDOWNSTORM SEWER ORRIPRAP RUNDOWNFOREBAY TOP6'FOREBAY BOTTOM4'FINISHED GRADE2:16"505FOREBAY DETAIL PROFILE VIEWSECTION VIEW AAD= CULVERT DIAMETERACULVERT OUTLET PROTECTION - PLAN VIEWSEEDING TO OCCURPRIOR TO INSTALLATIONSTAPLE PATTERN FSTAPLE PATTERN H9 STAPLESPER PATTERNNOTES1.PREPARE SOIL BEFORE INSTALLING EROSION CONTROL PRODUCTS, INCLUDINGANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.2.INSTALL TURF REINFORCEMENT MAT (TRM) OVER PREPARED SOILS ACCORDINGTO MANUFACTURER'S RECOMMENDATIONS.3.PLACE SHOREMAX MAT OVER THE INSTALLED TRM. WHEN USING MULTIPLEPANELS, CONNECT THE PANELS USING THE INTEGRATED PANEL INTERLOCKSYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SHOREMAX MATCAN BE LAID IN EITHER DIRECTION.4.FOR CULVERT AND OUTFALL APPLICATIONS, SHOREMAX MAT SCOURPROTECTION SHOULD EXTEND A MINIMUM WIDTH OF 3-4 TIMES THE PIPEDIAMETER AND A MINIMUM LENGTH OF 4-5 TIMES THE PIPE DIAMETER. WITHSTEEPER CHANNEL GRADIENTS, THE LENGTH OF SCOUR PROTECTION MAY NEEDTO BE EXTENDED.5.PLACE STAPLES/ANCHORS IN THE APPROPRIATE PATTERN. PERIMETER STAPLESCAN BE SHARED BETWEEN TWO ADJACENT PANELS. IN SOFT OR HIGHLYERODIBLE SOILS, PERCUSSION EARTH ANCHORS MAY BE REQUIRED. SEEMANUFACTURER'S ANCHORING GUIDE FOR ADDITIONAL DETAILS.6.PLACE 1 STAPLE/PIN PER LINEAR FOOT ALONG THE LEADING EDGE OF THESHOREMAX SYSTEM, RESULTING IN ONE STAPLE/PIN ON EACH CORNER ANDGRIDLINE.LSLPAWSWPUNDERLYING TURFREINFORCEMENT MATNORTH AMERICAN GREENSHOREMAX OR APPROVED EQUALDMAX. 1" TO 2" DROP FROMCULVERT FL ONTO SCOURPROTECTION MATSUNDERLYING TURFREINFORCEMENT MATNORTH AMERICAN GREENSHOREMAX OR APPROVED EQUAL15 STAPLESPER PATTERNMAT INTERLOCKING DETAILSHOREMAX MATSTURF REINFORCEMENT MATPREPARED SOILOUTLET PROTECTION SCHEDULESTORM LINEPIPE DIA.(IN.)VELOCITY(FT/S)WS (FT)LS (FT)UNDERLYINGTRMWP (FT)LP (FT)STAPLEPATTERNSTORM B159.305.06.3SC2507.011.3FSTORM C186.006.07.5SC2508.012.5FSTORM D1811.306.07.5SC2508.012.5FSTORM E159.205.06.3SC2507.011.3FD6DRAINAGE DETAILS31SheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36603EDB OUTLET STRUCTURERAIN GARDEN601PERMEABLE GEOTEXTILELINER TO TOP OF BANKCALL 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.CallR604TURF REINFORCEMENT MATCDOT CLASS B GEOTEXTILESEPARATOR FABRIC(TYPICAL SIDES)602BIORETENTION SAND MEDIA SPECIFICATIONSCITY OF FORT COLLINSBIORETENTION SAND MEDIA SPECIFICATIONPART 1 - GENERALA.Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free ofstones, stumps, roots, or other similar objects larger than two inches. No othermaterials or substances shall be mixed or dumped within the bioretention areathat may be harmful to plant growth or prove a hindrance to the facility's functionand maintenance.B.BSM shall be free of plant or seed material of non-native, invasive species, orweeds.C.Fully mixed BSM shall be tested prior to installation and meet the followingcriteria:1.P-Index of less than 302.pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may bemodified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime oriron sulfate must be mixed uniformly into the BSM prior to use in thebioretention facility.3.Cation Exchange Capacity (CEC) greater than 104.Phosphorous (Phosphate, P2O5) not to exceed 69 ppm 5.BSM that fails to meet the minimum requirements shall be replaced at theContractor's expense.D.BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles willnot be allowed. Mixing of the BSM to a homogeneous consistency shall be doneto the satisfaction of the Owner.PART 2 - SOIL MATERIALSA.Sand1.BSM shall consist of 60-70% sand by volume meeting ASTM C-33.B.Shredded Paper1.BSM shall consist of 5-10% shredded paper by volume.2.Shredded paper shall be loosely packed, approximate bulk density of 50-100lbs/CY.3.Shredded paper shall consist of loose leaf paper, not shredded phone books,and shall be thoroughly and mechanically mixed to prevent clumping.C.Topsoil1.BSM shall consist of 5-10% topsoil by volume.2.Topsoil shall be classified as sandy loam, loamy sand, or loam per USDAtextural triangle with less than 5% clay material.3.Onsite, native material shall not be used as topsoil.4.Textural analysis shall be performed on topsoil, preferably at its source, priorto including topsoil in the mix. Topsoil shall be free of subsoil, debris, weeds,foreign matter, and any other material deleterious to plant health.5.Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between25-55%. 6.Contractor shall certify that topsoil meets these specifications.D.Leaf Compost1.BSM shall consist of 10-20% leaf compost by volume.2.Leaf compost shall consist of Class 1 organic leaf compost consisting of agedleaf mulch resulting from biological degradation and transformation ofplant-derived materials under controlled conditions designed to promoteaerobic decomposition.3.The material shall be well composted, free of viable weed seeds and containmaterial of a generally humus nature capable of sustaining growth ofvegetation, with no materials toxic to plant growth. 4.Compost shall be provided by a local US Composting Council Seal of TestingAssurance (STA) member. A copy of the provider's most recent independentSTA test report shall be submitted to and approved by the Owner prior todelivery of BSM to the project site.5.Compost material shall also meet the following criteria:a.100 percent of the material shall pass through a 1/2 inch screenb.PH of the material shall be between 6.0 and 8.4c.Moisture content shall be between 35 and 50 percentd.Maturity greater than 80 percent (maturity indicator expressed aspercentage of germination/vigor, 80+/80+)e.Maturity indicator expressed as Carbon to Nitrogen ration < 12f.Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4g.Minimum organic matter shall be 40 percent dry weight basish.Soluble salt content shall be no greater than 5500 parts per million or 0-5mmhos/cmi.Phosphorus content shall be no greater than 325 parts per millionj.Heavy metals (trace) shall not exceed 0.5 parts per millionk.Chemical contaminants: meet or exceed US EPA Class A standard, 40CFR 503.13, Tables 1 & 3 levelsl.Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a)levelsPART 3 - EXECUTIONA.General1.Refer to project specifications for excavation requirements.B.Placement Method1.BSM material shall be spread evenly in horizontal layers.2.Thickness of loose material in each layer shall not exceed 9-inches.3.Compaction of BSM material is not required.600DETENTION POND DEPTH GAUGE4891.34893.84894.847"30"47"4896.831-1/16 "16" VAULTELECVAULTELECGASSVAULTELECFESCONTROLIRRCONTROLIRR CONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRLIDSVAULTELECF ESDSSSSCONTROLIRRCONTROLIRRCONTROLIRRDEVAULTELECTVAULTELECCXX XXXXXX XXXXXXXXXXXXXXXXXXELECT T TT E E EEEE TTE E E E E E EETT TEEEEEEEEEEEEEEEEEEE E E E E E E EEE E EE EEEEEEEEEEETEEEEEEEEC/OC/OECFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCFCFCF 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 CFCFCFCFCFCFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFPARCEL XWILLOW BROOKPARCEL WWILLOW BROOKPARCEL RWILLOW BROOKPOUDRE R-1SCHOOLDISTRICTPARCEL NO.8604000904ECLIPSE LANE(53' PUBLIC ROW)KECHTER ROAD (C.R. 36)(70' PUBLIC ROW)OWL HOOT DR (53' PUBLIC ROW)OWL HOOT DR(53' PUBLIC ROW)WHEELHOUSE WAY (53' PUBLIC ROW) QUASAR WAY (53' PUBLIC ROW)LOGGERS LANE(53' PUBLIC ROW)SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SFSFSFSFSFSFMATCH LINE - SEE SHEET EC3TYP.TYP.TYP.TYP.MATCH LINE - SEE SHEET EC2EC1OVERALL EROSION CONTROL PLAN32 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 N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36KEYMAPKECHTER RD (C.R. 36)QUASAR WAYEC2EC3LEGEND: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.7.CONTRACTOR SHALL CONSTRUCT THE RAIN GARDEN AS PART OF THE LASTCONSTRUCTION SEQUENCE.8.CONTRACTOR SHALL REFER TO LANDSCAPE PLANS FOR PERMANENTVEGETATION STABILIZATION.9.NO DEBRIS OR SEDIMENT SHALL BE TRACKED OR DEPOSITED ON ADJACENTCITY STREET. IN THE EVENT ANY IS, THE CONTRACTOR SHALL IMMEDIATELYREMEDY THE ISSUE.GENERAL NOTES:WATTLE DIKECONCRETE WASH AREAOUTLET PROTECTIONCONSTRUCTION FENCECFCFNOTE:ALL BMPS SHOWN ON THIS PLAN ARE GRAPHICREPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZEAND LOCATION SHALL BE DETERMINED BY THE CONTRACTORAND DOCUMENTED ON THE DYNAMIC SITE PLAN.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 VAULTELECVAULTELECGASSVAULTELECFESCONTROLIRRCONTROLIRR CONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRLIDCONTROLIRRCONTROLIRRCONTROLIRRXXX X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXT T TT E E E E E EEEEEE E TETEE E E E E E E E E E E E EEEE E EEEEE E E E E EEE EEEE EEEEEEEEEELOGGERS LANEWHEELHOUSE WAY CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCF 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 CFCFCFCFCFCFCFCFCFCFCFCFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFWHEELHOUSE WAY OWL HOOT DR 6' UTILITY &DRAINAGEEASEMENT6' DRAINAGEEASEMENT9' UTILITY EASEMENTPARCEL XWILLOW BROOKPARCEL WWILLOW BROOKPARCEL RWILLOW BROOKPOUDRE R-1 SCHOOL DISTRICTPARCEL NO. 8604000904ECLIPSE LANEQUASAR WAY SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE - SEE SHEET EC3TYP.TYP.MATCH LINE - SEE SHEET EC2EC2EROSION CONTROL PLAN33 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36KEYMAPKECHTER RD (C.R. 36)QUASAR WAYEC2EC3MATCH 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.7.CONTRACTOR SHALL CONSTRUCT THE RAIN GARDEN AS PART OF THE LASTCONSTRUCTION SEQUENCE.8.CONTRACTOR SHALL REFER TO LANDSCAPE PLANS FOR PERMANENTVEGETATION STABILIZATION.9.NO DEBRIS OR SEDIMENT SHALL BE TRACKED OR DEPOSITED ON ADJACENTCITY STREET. IN THE EVENT ANY IS, THE CONTRACTOR SHALL IMMEDIATELYREMEDY THE ISSUE.GENERAL NOTES:WATTLE DIKECONCRETE WASH AREAOUTLET PROTECTIONCONSTRUCTION FENCECFCFNOTE:ALL BMPS SHOWN ON THIS PLAN ARE GRAPHICREPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZEAND LOCATION SHALL BE DETERMINED BY THE CONTRACTORAND DOCUMENTED ON THE DYNAMIC SITE PLAN.TYP.TYP.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 SVAULTELECFESDSSDEVAULTELECTXXXXXXXXXXXXXXXXXXXXELECT TEE E ETT TEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E E E E E E EEEEE E EEE EEEEEEEEEEEEEEEEEEEEEEETEEEEEEEEEEEEC/OC/OEEOWL HOOT DRWHEELHOUSE WAY CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCFCFCFCFCFCF 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 CFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF OWL HOOT DR 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)SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SFSFSFMATCH LINE - SEE SHEET EC3TYP.TYP.MATCH LINE - SEE SHEET EC2EC3EROSION CONROL PLAN34 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36KEYMAPKECHTER RD (C.R. 36)QUASAR WAYTYP.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.7.CONTRACTOR SHALL CONSTRUCT THE RAIN GARDEN AS PART OF THE LASTCONSTRUCTION SEQUENCE.8.CONTRACTOR SHALL REFER TO LANDSCAPE PLANS FOR PERMANENTVEGETATION STABILIZATION.9.NO DEBRIS OR SEDIMENT SHALL BE TRACKED OR DEPOSITED ON ADJACENTCITY STREET. IN THE EVENT ANY IS, THE CONTRACTOR SHALL IMMEDIATELYREMEDY THE ISSUE.GENERAL NOTES:WATTLE DIKECONCRETE WASH AREAOUTLET PROTECTIONCONSTRUCTION FENCECFCFNOTE:ALL BMPS SHOWN ON THIS PLAN ARE GRAPHICREPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZEAND LOCATION SHALL BE DETERMINED BY THE CONTRACTORAND DOCUMENTED ON THE DYNAMIC SITE PLAN.TYP.EC2EC3MATCH LINE - SEE SHEET EC2CALL 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 DETAILS35SheetKECHTER 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 U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 36000SILT 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 CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR S VAULT ELEC W FES D S SS HY D CONTROL IRR CONTROL IRR CONTROL IRR D E VAULT ELEC T VAULT ELECCXGTTE EWW W W W W WT T T E E E E E XXXXXXXXXXXXXXE E EX G G G G G GWST ST ST ST ST ST ST ST ST ST ST ST STSTSS SS SS SS SS SS SS SS SSSSSS SS SSXX X X X X X X X X XXXXXXXXXELEC WWC/O C/O ECLIPSE LANE OWL HOOT DR)QUASAR WAYPARCEL X WILLOW BROOK PARCEL W WILLOW BROOK PARCEL R WILLOW BROOK POUDRE R-1 SCHOOL DISTRICT PARCEL NO. 8604000904 EX DRIPLINE CANOPY (AREA UNDEERNEATH TO REMAIN UNDISTURBED) TAPER TOP WALL TAPER TOP WALL EX DRIPLINE CANOPY (AREA UNDEERNEATH TO REMAIN UNDISTURBED) 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 C.4 0.07 AC A.1 0.49 AC A B C B.2 0.41 AC B.1 0.75 AC RAIN GARDEN B TRACT D DRAINAGE EASMENT RAIN GARDEN A TRACT B DRAINAGE EASMENT EXTENDED DETENTION BASIN REQUIRED VOL=35,316 CF PROVIDED VOL=36,028 CF STORM SEWER D POND OUTLET STORM SYSTEM W/ INLINE DRAINS PROPOSED SWALE PROPOSED SWALE PROPOSED SWALE STORM SEWER A RAIN GARDEN OUTLET PROPOSED CULVERT (IRRIGATION DITCH) CURB & GUTTER (TYP.) CURB INLET E.1 STORM SEWER A STORM SEWER B 6' DRAINAGE & UTILITY EASEMENT 6' DRAINAGE & UTILITY EASEMENT 6' DRAINAGE & UTILITY EASEMENT TRACT C DRAINAGE EASEMENT CURB INLET B.1 CURB INLET B.2 CHASE DRAIN B.1 (W/ GROUTED RIPRAP RUNDOWN) CURB INLET D.1 12" RCP 12" RCP 14' DRAINAGE EASEMENT CHASE DRAIN A.2 (W/ GROUTED RIPRAP RUNDOWN) FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION HYDROLOGY SUMMARY 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 36 DR1 DRAINAGE EXHIBIT36 DESIGN POINT 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