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HomeMy WebLinkAboutRUDOLPH FARMS INFRASTRUCTURE PROJECT - FDP220010 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (5)INTERSTATE 25EAST PROSPECT ROADEAST MULBERRY STREETS CO RD 5 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CS1COVER STEET1 AUGUST 2022CONTACT INFORMATIONPROJECT TEAM:VICINITY MAPNORTHPROJECT BENCHMARKS:RUDOLPH FARMPROJECT TEAM:Norris DesignBill Mahar1101 E Bannock StreetDenver, Colorado 80204(303) 892-1166Pacific NorthBryan Byler900 Casleton Road, Suite 118Castle Rock, CO 80109(303) 995-5291Northern Engineering Services, Inc.Andy Reese301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970) 221-4158PLANNERDEVLOPER/APPLICANTSITE ENGINEERGEOTECHNICAL ENGINEEREarth Engineering Company, Inc.David Richer, PE4396 Greenfield DriveWindsor, Colorado 80550(970) 545-3908SHEET INDEXA TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION I5, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOFIELD SURVEY BY:Northern Engineering Services, Inc.Bob Tessely, PLS301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970) 221-4158SITE SURVEYORFINAL UTILITY PLANS FOREarth Engineering Consultants, LLCSubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1052027Date: April 11, 2005SUBSURFACE EXPLORATION BY:UTILITY CONTACT LIST: *PHONE NUMBERENGINEERNGIEHTRONRNENGINEERNGIEHTRONRN1CS1COVER SHEET2CS2GENERAL & CONSTRUCTION NOTES3CS3 EROSION CONTROL & ELCO NOTES4CS4BOXELDER & CITY OF GREELEY NOTES5CS5TYPICAL STREET SECTIONS6 - 14EX1 - EX9EXISTING CONDITIONS & DEMOLITION PLANUTILITY SHEETS15OU1 OVERALL UTILITY PLAN16 - 24U1 - U9UTILITY PLAN25 - 28WT1 - WT4WATERLINE A PLAN & PROFILE29 - 31WT5 - WT7WATERLINE A1 (W) PLAN & PROFILE32WT8WATERLINE A1(E) PLAN & PROFILE33 - 34W9 - WT10WATERLINE A2 & A2 (E) PLAN & PROFILE35 - 36WT11 - WT12WATERLINE B & B1 PLAN & PROFILE37 - 39SS1 - SS3SANITARY LINE A PLAN & PROFILE40 - 42SS4 - SS6SANITARY LINE A2 (W) PLAN & PROFILE43 SS7 SANITARY LINE A2 (E) PLAN & PROFILE44 SS8 SANITARY LINE A7 PLAN & PROFILE45 ST1 STORM DRAIN A PLAN & PROFILE46 ST2 STORM DRAIN B PLAN & PROFILE47 ST3 STORM DRAIN C & C2 PLAN & PROFILE48 ST4 STORM DRAIN D & E PLAN & PROFILE49 ST5 STORM DRAIN F & G PLAN & PROFILE50 ST6 POND OUTLET 1 & 2 PLAN & PROFILE51 ST7 POND CULVERT 1 & 2 PLAN & PROFILECANAL CULVERT SHEETS52 TRIC1 TRIC CULVERT A & B PLAN & PROFILE53 - 54LC1 - LC2LAKE CANAL CULVERT A PLAN & PROFILE55 LC3 LAKE CANAL CULVERT B & C PLAN & PROFILEPROJECTLOCATIONCity of Fort Collins Benchmark NO. 27-01Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15"diameter steel pipe.ELEV.=4918.13City of Fort Collins Benchmark NO. 47-01South side of Prospector Road where it intersects I-25, on the west end of theparapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surroundingdevelopments have used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the followingequation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) andmonumented as shown on Plat.Original Field Survery:Northern EngineeringProject No. 1896-001Date: November 2021Additional Field Survey:Northern EngineeringProject No. 1896-001Date: April 2022Northern EngineeringProject No. 1896-001Date: August 2022These plans have been reviewed by the City of Fort Collins for concept only. The reviewdoes not imply responsibility by the reviewing department, the City of Fort Collins Engineer,or the City of Fort Collins for accuracy and correctness of 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 financialresponsibility by the City of Fort Collins for additional quantities of items shown that may berequired during the construction phase.DISCLAIMER STATEMENT:CERTIFICATION STATEMENT: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.GAS---------------------- Xcel Energy------------------------------ Cory Thelen (970) 225-7843ELECTRIC-------------- City of Fort Collins Light & Power-- Cody Snowdon (970) 416-2306CABLE------------------- Comcast---------------------------------- Don Kapperman(970) 567-0425TELECOM.------------- Lumen/CenturyLink----------------------Shelly Bergstrom(720) 501-5803WATER------------------ ELCO------------------------------------- Randy Siddens (970) 493-2044WASTEWATER------- Boxelder Sanitation-------------------- Brian Zick (970) 498-0604STORMWATER------- City of Fort Collins Utilities----------- Heidi Hansen (970) 221-6854GREELEY WATER--- City of Greeley Water----------------- Monique Perez (970) 217-9455APPRO V ED:City Engineer:Approved SheetsDateWater & Wastewater UtilityApproved SheetsDateStormwater UtilityApproved SheetsDatePark Planning and DevelopmentApproved SheetsDateTraffic OperationsApproved SheetsDateEnvironmental PlannerApproved SheetsDateCity of Fort Collins, ColoradoUTILITY PLAN APPROVAL APPRO V ED: APPRO V ED: APPRO V ED: APPRO V ED: APPRO V ED:UTILITY PLAN REVIEWEAST LARIMER COUNTY WATER DISTRICTUTILITY PLAN REVIEWBOXELDER SANITATION DISTRICTCITY OF GREELEY, COLORADOGRADING SHEETS56OG1OVERALL GRADING PLAN57 - 65G1 - G9GRADING PLANRAIN GARDEN SHEETS66 - 69RG1 - RG4RAIN GARDEN PLAN & DETAILSSTREET SHEETS70 - 71R1 - R2PROSPECT ROAD PLAN & PROFILE72 - 75R3 - R6CARRIAGE PARKWAY PLAN & PROFILE76 - 78R7 - R9STREET A PLAN & PROFILE79 - 80R10 - R11VIXEN DRIVE PLAN & PROFILE81 SG1PROSPECT ROAD STRIPING PLAN82 SG2PROSPECT ROAD ULTIMATE STRIPING PLAN83 - 84SG3 - SG4CARRIAGE PARKWAY STRIPING PLAN85SG5 SIGNAGE PLAN86 - 92XS1 - XS7CARRIAGE PARKWAY CROSS SECTIONS93 - 97XS8 - XS12PROSPECT ROAD CROSS SECTIONS98 - 99INT1 - INT2INTERSECTION DETAILSDETAIL SHEETS100 - 101D1 - D2WATER DETAILS102 - 103D3 - D4DRAINAGE DETAILS104 D5 SITE DETAILSDRAINAGE SHEETS105 - 113EC1 - EC9EROSION CONTROL PLAN114 - 115EC10 - EC11EROSION CONTROL DETAILS116 - 124DYN1 - DYN9DYNAMIC EROSION CONTROL PLAN125DR1 DEVELOPED DRAINAGE EXHIBITCALL 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.CallRAddational Subsurface Exploration:Earth Engineering Consultants, LLCSupplemental PreliminarySubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1222014Date: June 03, 2022TRAFFIC ENGINEERRollins Consult LLCRuth Rollins, PEPO Box 1164Fort Collins, Colorado 80522(970) 213-2393 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CS2CONSTRUCTION NOTES GENERAL &2A. GENERAL NOTES1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the LarimerCounty Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and thespecifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of FortCollins.2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer.Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement ofany work shown in these plans.4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, asbeneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort CollinsEngineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineerhereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, anddemands which may arise from any errors and omissions contained in these plans.5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards andspecifications current at the date of approval of the plans by the City of Fort Collins Engineer.6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility ofthe Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. TheDeveloper shall be responsible for unknown underground utilities.7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginningexcavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to belocated by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall bethe responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for anyutility crossings required.9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineerto modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work isaccomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, allparties affected by any disruption of any utility service as well as the utility companies.11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, apre-construction meeting may be required prior to commencement of any work.12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitarysewer should be constructed prior to installation of the water lines and dry utilities.13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the WaterUtility.14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water isdischarged into a storm sewer, channel, irrigation ditch or any waters of the United States.15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department ofHealth, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsitedrainage facilities shall be the responsibility of the property owner(s).17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must besubmitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least twoweeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to theStormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per theDevelopment Agreement.18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of theCity of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.19.All recommendations of the Final Drainage Report, dated August 31, 2022 by Northern Engineering shall be followed and implemented.20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall bemaintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris mustbe removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved bythe the City of Fort Collins street inspector.22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permitis obtained, if applicable.23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. TheDeveloper shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (FortCollins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. Ifthe City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence workin the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals animproper installation.24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work iscomplete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with theresults of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer mayuse the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall beprepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placementof base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the finalreport.25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline atall intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter tothe City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and thenresolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For thepurposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to theproperty lines and marked so as to reduce the excavation necessary for building connections.27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria forroads within these districts.28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in theWild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any treeremoval requiring a permit.30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.Refer to OSHA Publication 2226, Excavating and Trenching.31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City ofFort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shallbe responsible for providing any and all traffic control devices as may be required by the construction activities.32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins TrafficOperations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the trafficsign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development'slocal street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to andfrom the Development.34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no siteconstruction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on thesedrawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer forclarification, and annotate the dimension on the as-built record drawings.37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards andspecifications, and a copy of any permits and extension agreements needed for the job.38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to theLarimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort CollinsEngineer.40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well asthe basis of bearings. The information shall be as follows:PROJECT DATUM: NAVD88City of Fort Collins Benchmark 27-01Northeast corner of C.R.5 and E. Prospector Road on the end of a block of a 15" diameter steel pipe.ELEV.=4918.13City of Fort Collins Benchmark 47-01South side of Prospector Road where it intersects I-25, on the west end of the parapet wall the bridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89°38'43" East.41.All stationing is based on centerline of roadways unless otherwise noted.42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in likekind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to theissuance of the first Certificate of Occupancy.43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existingstreet condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done inaccordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All largepatches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineerand/or the City of Fort Collins Inspector at the time the cuts are made.44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed beforeconstruction, or to the grades and condition as required by these plans.45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material andworkmanship defects for a minimum period of two years from the date of acceptance.47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainagestructures and pipes, for the following private streets: N.A.48.Approved Variances are listed as follows: 1) Pending - Minimum Vertical Curve K-Value on Prospect Road and Carriage DriveCONSTRUCTION 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 Rudolph Farm.B. Street Improvement Notes1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval,prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shallbe submitted for approval prior to placement of any asphalt.3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, tocreate a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint canbe made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until thesubgrade has been inspected and approved by the City of Fort Collins Engineer.5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting ringsare not allowed.6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existingstreet condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlayshall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do notcut the new asphalt overlay work.7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and asper the Right-of-Way Work Permit traffic control plan.8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt.Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a fulldepth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a singleaxle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort CollinsEngineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall benotified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.C. Traffic Signing and Pavement Marking Construction Notes1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking ConstructionNotes listed here.2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.5.All lane lines for concrete pavement should be epoxy paint.6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placementof the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings.10.All sign posts shall utilize break-away assemblies and fasteners per the Standards.11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identifiedduring the field inspection must be corrected before the 2-year warranty period will begin.12.The Developer installing signs shall be responsible for locating and protecting all underground utilities.13.Special care shall be taken in sign location to ensure an unobstructed view of each sign.14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of FortCollins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that anunforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under therequirements of the 2-year warranty period for new construction (except fair wear on traffic markings).15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.D. Storm Drainage Notes1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsitedrainage facilities shall be the responsibility of the property owner(s).2.All recommendations of the Final Drainage Report, dated August 31, 2022 by Northern Engineering shall be followed and implemented.3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must bysubmitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least twoweeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to theStormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per theDevelopment Agreement.E. Utility Notes1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date ofconstruction.2.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the waterutility.3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. TheHDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall beinstalled with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per CityWater Detail 11A.INFILL AND REDEVELOPMENT NOTEA.Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill andredevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is stronglyrecommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances whenthey arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, butadditional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and ConstructionSurveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work.CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CS3COUNTY WATER DISTRICT NOTES EROSION CONTROL & EAST LARIMER3 STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS)General Erosion Control RequirementsThese notes are a summary for the legal requirements, that are set forth in the Fort Collins StormwaterCriteria Manual (FCSCM), and that any conflict is resolved by the more stringent requirement controlling.1.The Property Owner, Owner’s Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for thedeveloping entity (here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion ControlCriteria set forth in the Manual as an attempt to identify erosion, sediment, and other potential pollutant sources associated with theseConstruction Activities and preventing those pollutants from leaving the project site as an illicit discharge. Full City requirements and areoutlined and clarified in the Manual under Chapter 4: Construction Control Measures and should be used to identify and define what isneeded on a project.2.The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, theDevelopment Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials areapplicable to this project.3.The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until finalstabilization of the construction site.4.The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities onthis site to allow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request)that the site is in fact protected from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule thoseInitial Erosion Control Inspections well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin withoutdelay. Failure to receive an on-site confirmation before construction activities commence is an automatic “Notice of Violation” and can resultin further enforcement actions.5.The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leewardproperties. This includes but is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams,rivers, and utilities that are not designed for removal, relocation, or replacement in the course of construction.6.At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired,replaced, and ultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as aresult of construction activities associated with this project.7.All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those constructionactivities commencing.8.As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures inaddition, or different, to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measuresthat are most effective with the current state and progress of construction. The Developer shall implement whatever measures aredetermined necessary, and/or as directed by the City Erosion Control Inspector. The Developer shall insure that all Erosion Control Plans(Maps) or SWMP documents are updated to reflect the current site conditions, with updates being initialed and dated. These site inspectionsand site condition updates shall be made available upon request by the City.9.All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents(Including but not limited to the erosion control reports, development agreements, landscape, and drainage materials) shall meet or exceedthe most restrictive language for City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollutionsource Control Measures. The Developer shall be responsible to comply with all of these aforementioned laws and regulations.10.The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with ConstructionActivity, Dewatering, Clean Water Act, Army Corps of Engineers’ 404 Wetlands Mitigation Permit, etc.) have been attained prior to therelevant activity has begun. These permits or copies shall be made available upon request by the City.11.The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, andself-inspections, etc. of the Control Measures involved in the construction activities.12.The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plansfor the site or site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion ControlInspector will not be responsible for any explanations, interpretations, or supplementary data provided by others.13.All Control Measures shall be installed in accordance with the Manual.14.The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legalauthority.15.As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannotbe justified. In these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of theManual.16.Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeksduring construction and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained bythe contractor.17.All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of theirintended function. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner andlocation so as not to cause their release into any drainage way.18.Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greaterprotection than the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattlealone on commercial construction sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompaniedby a construction fence to prevent vehicle traffic.19.Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall requirethe review and acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These ControlMeasures’ details shall be submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon thefunctionality and effectiveness in accordance with sound engineering and hydrological practicesLand disturbance, Stockpiles, and Storage of Soils20.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must bepreapproved by the City. Disturbances beyond these limits will be restored to original condition.21.Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetationshall be limited to the area required for immediate construction operations, and for the shortest practical period of time. This should includesequencing and phasing construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit gradingto small areas. This should also include when practical advancing the schedule on stabilization activities such that landscaping takes placeshortly if not immediately after grading has occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilizedcondition. Sensitive areas should avoid clearing and grading activities as much possible.22.All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site toprevent materials from leaving the site.23.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughenedcondition at all times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soilsurface until mulch, vegetation, and/or other permanent erosion control is installed.24.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surfaceroughening, watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind inaccordance with Municipal Code §12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and nolater than the completion of construction activities or abandonment of the project. All off-site stockpile storage locations in City limits shallhave a stockpile permit from the City Engineering Department prior to using the area to store material. If frequent access from hardscape tothe stockpile is needed a structural tracking Control Measure shall be implemented.25.All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the requirederosion Control Measures must be installed at the appropriate time in the construction sequence as indicated in the approved projectschedule, construction plans, and erosion control report.26.All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall beprotected with Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where theprotection has failed, the pipes shall be thoroughly cleaned out.27.All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any constructionactivity through the use of Control Measures.28.All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscapeshall have some form of effective sediment control as the, or as part of the, perimeter control.29.All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sedimenttransport through use of Control Measures.30.No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporaryseeding or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned;this includes any project that is temporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwiseapproved by the City Erosion Control Inspector. During a season when seeding does not produce vegetative cover, another temporaryerosion control shall be implemented with or until temporary seeding or permanent erosion control can be performed.31.All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain tothe front yet on those cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street,those individual lots will need protection on that down gradient side to prevent sediment from leaving the lot. See the Individual Lot Detailsfor further clarification.Vehicle Tracking32.At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.)shall have installed at least one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequateperimeter control shall be considered a point where vehicles exit the site. Access points should be limited to as few entrances as possible(All perimeter areas shall be protected from tracking activities).33.In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material isrequired. All inlets located near access points and affected by tracking activities shall be prevented from the introduction of sediment into thedrainage system.34.City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto citystreets by or from any source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or privateproperty if there is a significant potential for migration of such pollutant. Therefore, all tracked or deposited materials (intentional orinadvertent) are not permitted to remain on the street or gutter and shall be removed and legally disposed of by the Developer in a timelyand immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of code and shall not be permitted in thestreet right of way (public or private).35.If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City ErosionControl Inspector.Loading and Unloading Operations36.The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the sitein close proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicletracking, and sediment deposition that could impact water quality.Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals37.Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material duringroutine inspection and will generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways.38.Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater(lubricants, fuels, paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site wherepractical. When not practical, they should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater orstormwater runoff. Where not available, they shall be stored outside in a raised (high spots or on pallets), covered (plastic or tarped), andsealed (leak proof container) in secondary containment location. The secondary containment or other Control Measure shall be adequatelysized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall bemonitored as part of the routine inspections.Vehicle and equipment maintenance and fueling39.Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuelstorage areas. This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures ordrainage ways and shall be monitored as part of the routine inspections. All areas shall keep spill kits and supplies close.Significant Dust or Particulate generating Process40.The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All landdisturbing activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacentproperties and community health. All required practices shall be implemented and additional ones shall be followed. These practices includewatering the sites and discontinuing construction activities until the wind subsides as determined by any City Inspectors. Concrete truck /equipment washing, including the concrete truck chute and associated fixtures and equipment41.All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. TheseControl Measures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainageways and shall be monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash fromleaving the Control Measure. If frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measureshall be implemented. These Control Measures shall be frequently cleaned out.42.The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are notwashing or dumping wash water on to the dirt or other uncontrolled locations.Dedicated Asphalt and concrete batch plants43.Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressedwritten request and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically theErosion Control Inspector. The Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plantsthat is to be used on site.Concrete Saw Cutting Materials44.Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shallprevent material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of allmaterial and shall have proper and legal disposal.Waste Materials Storage and Sanitary Facilities45.Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interimstormwater structures or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out ofthe wind and covered as able. Where not able to cover, locating said areas on the side of other structures to reduce exposure to winds, andfollow maximum loading guidelines as marked on the container. The Developer is required to practice good housekeeping to keep theconstruction site free of litter, construction debris, and leaking containers.46.Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. Thesefacilities shall also be located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent materialtransport from leaving the local area. This consists of the facility being located, where practical, at least fifty (50) feet from any permanent orinterim drainage ways.Other Site Operations and Potential Spill Areas47.Spills: For those minor spills that; are less than the State’s reportable quantity for spills, stay within the permitted area, and in no waythreaten any stormwater conveyance, notify the City of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. Forany significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has beennotified and is on route, County Health Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985,and the State Spill Hotline Incident Reporting have been contacted 1-877-518-5608. Written documentation shall be provided to the Citywithin 5 days of the event. All spills shall be cleaned up immediately.48.Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located asthese have proven to cause entrapment issues.Final stabilization and project completion49.Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion ofthe project and before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long termmaintenance of those facility.50.All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures.51.All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans andper City of Fort Collins standards within 14 working days of final grading.52.Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections12-130 through 12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code.53.All seeding shall refer to landscaping plans or the Erosion Control Plans for species mixture and application rates and depths requirements.54.All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate asprescribed for drill seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopessteeper than 3(H):1(V) or on other areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as twoseparate processes of seeding and tackification.55.All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately appliedtackifier. The use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degradedbefore vegetation has been established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with anerosion mat or approved equal to ensure seed will be able to germinate on the steep slopes. During a season when seeding doesnotproduce vegetative cover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanenterosion control can be performed.56.The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent (70%)vegetative cover has been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria ManualChapter 4: Construction Control Measures.57.The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has beenobtained. All Control Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removedfrom the site. When any Control Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment anddebris from that Control Measure. At the point at which the site has been deemed stabilized and verified by City Erosion Control Inspector,all temporary Control Measures can then be fully removed. All measures shall be removed within 30 days after final stabilization is achieved.58.The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1)stabilization has been reached and 2) all Control Measures and/or BMPs have sediment materials collected and the Control Measureremoved from the site. At that time the site will be considered completed and any remaining Erosion Control Escrow shall be returned to theappropriate parties.EAST LARIMER COUNTY WATER DISTRICTGENERAL NOTES FOR CONSTRUCTIONVersion: 12/2/2021The following information is condensed from the current "Standard ConstructionSpecifications for Water Mains" (Specification) as adopted by the East Larimer County Water District ('ELCO' or 'District') and is to be considered as such. Inthe event of any conflict the full District Specification document shall take precedence over these general notes.1.Standards and Specifications: Construction shall be per the District Specifications in effect at the start of construction. Material or equipment shall bemanufactured per the most recent version of applicable industry standards.2.Locates: Contractor shall coordinate field locates of all existing utilities prior to commencement of any construction and as required notify all affectedutility companies prior to commencing construction. Cost of repairs to any utility damaged during District waterline installation shall be the responsibilityof the Contractor.3.Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the workis done and shall be fully responsible for all costs associated with damage to any and all public and private property.4.Safety: Contractor shall comply with any and all requirements and regulations as set forth by any local, City, County, State or Federal agency havingapplicable authority. 5. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a matureheight of over 3 feet (3-ft) shall be placed within ten feet (10-ft) of any District waterline or appurtenance (distribution main, service line, fire hydrant,meter, etc.). Bushes or shrubs with a mature height of less than 3-ft shall be placed a minimum 5-ft from any District water line, service line orappurtenance. The District shall have the right to remove any landscaping that violates this standard, at any time such landscaping is discovered, andshall not be required to replace the removed landscaping.6.Design Approval and Construction Start: No construction shall begin without prior design acceptance from ELCO. District shall be notified 48 hours inadvance of starting construction or testing to allow for scheduling.7.Permits: Contractor is responsible for obtaining all permits which may be required. For any permitting where the District must apply for a permit theContractor shall coordinate, cover the cost and schedule the permit acquisition with the District.8.Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision shall be made in writing with theproposed change indicated on a copy of the signed design drawings. Any field revision approved and installed shall also be accurately documented onthe As-Built Drawings.9.Materials of Construction:a.Pipe: All water line piping shall be Polyvinyl Chloride (PVC), DR 18 (pressure class 235 psi) and manufactured in accordance with AWWA StandardC900-16,"Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fitting, 4-inch through 60-inch, ", or most recent version.b.Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six hundred (600) volts, taped to top of pipe andsurfaced at each hydrant into a tracer wire box.c.Pipe Joints: Pipe joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve typewith rubber ring gaskets and machined pipe ends to form a push-on type joint.d.Materials and Installation: All materials installed shall be new and free of manufacturer defects or damage.e.Pipe Fittings: All fittings shall be ductile iron mechanical joint and manufactured in accordance with AWWA Standard C153, 250 psi rating. Fittings shallbe furnished with fusion bonded epoxy exterior coating and interior lining. All fitting connections to valves, fire hydrants or other MJ type connectionsshall use foster adaptor type connectors.f.Gate Valves: Gate valves shall conform to AWWA Standard C509 with mechanical joint, 2" open left operating nut and resilient seat.g.Butterfly Valves: Butterfly valves shall be used for all valves 12-inches and larger and conform to AWWA Standard C504 with mechanical joint, 2" openleft operating nut with resilient seat.h.Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut with epoxy coated shoe.i.Pipe, Valve and Fitting Wrap: All ductile iron fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick polyethylene plasticwrap,double layered, and ends securely taped prior to backfill. All fitting bolts shall be fluoropolymer coated ('blue bolt' type) with zinc caps installed.10.Bedding: All pipe shall be bedded in 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a depth below established gradeequal to 1/4 of pipe diameter (min. 4"). 1-1/2" uniformly graded washed rock shall be used for stabilization where needed. Bedding material shall beplaced and compacted under and around sides of the pipe per the pipe manufacturer's installation recommendations. 11. Backfill: Backfill ofacceptable material shall be placed in 'lifts' of uniform horizontal layers not to exceed 6-inches of compacted depth per lift. Minimum 18" of compactedbackfill above pipe must be in place before rolling mechanical equipment type compaction is to be used. Backfill shall be compacted to 95% of optimumdensity in roadway areas or per road authority's requirements, and 90% in fields or non-road locations. Backfill compaction testing frequency shall be atleast one test per 100-lineal feet of pipeline length and at varying depths and locations in accordance with the requirements of the applicable roadauthority or beginning 1.5-feet above top of pipe and at 1-foot increments to grade.12.Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with foster adaptor type and/or other mechanical joint restraint in accordancewith District Specifications or as required per engineer's design. Thrust blocks shall be used only as required per field conditions and as approved ordirected by the District field inspector. 13. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equalcement only.14.Asphalt Replacement: For asphalt pavement that is cut and has been in place less than two years (according to City or County Engineer's record), thecut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine.15.Pipe Cover: Pipe cover of 4-1/2 to 5-1/2 feet over top of pipe shall be maintained throughout the waterline and service line installation, particularly inareas of new grading and drainage swales. Maximum allowable cover shall be 6 feet, unless specifically approved by the District.16.Connection to Existing System: All connections to existing waterlines shall be completed at the developer's expense.17.Inspection: The District shall have the authority to assign an inspector who shall inspect, check and verify that any and all work, including all materials tobe incorporated in the work, excavation, bedding, backfill, testing and all construction methods and practices of the installed facilities is equal to or betterthan minimum construction requirements as set forth in the District's Specifications.18.Testing: All lines shall be pressure tested, chlorinated and flushed by theContractor in accordance with District Specifications and under the District's supervision. Upon passing chlorination testing, bacteriological testing will becompleted by a State certified water quality control laboratory. Copies of all passing test results, including soils compaction in the area of water mainconstruction, shall be provided to the District.19.Preliminary Acceptance: Preliminary Acceptance shall be issued to the Owner when all project work is complete, tested and operational such that theinfrastructure is ready to be accepted by the District. Documentation required prior to issuance of Preliminary Acceptance includes but is not limited tobacteriological test report, flushing report, hydrotest report, compaction testing reports with map of test locations, statement of water line installationcosts, As-built drawings and Record Drawings. Following receipt, review and acceptance by the District of these and other documents as may berequired per project specifics, the District will issue Preliminary Acceptance.20.Project As-Built and Record Drawing Requirements:a.As-Built Drawings are compiled and maintained during construction by theContractor and identify, in red ink, on-site changes to the original design. As-Built Drawings shall be delivered to the District (electronically in PDF formator otherwise as requested by the District) for acceptance and to the project's design engineer for creation of Record Drawings.b.Record Drawings are prepared by the project's design engineer and shall accurately reflect any change made in the field which varies from the acceptedconstruction plans, as noted in the As-Built Drawings, including at a minimum, field dimensions and elevations, horizontal and vertical locations ofunderground utilities and appurtenances. The Contractor's surveyor shall survey in all fittings, valves, water service curb stops and other appurtenancesso as to accurately document and create a final set of Record Drawings with water line, fitting and appurtenance locations that accurately represents thefinal, installed infrastructure. The Record Drawings shall be reviewed and accepted by the District prior to Preliminary Acceptance of the project. RecordDrawings are to be delivered to the District in electronic format as Adobe (PDF), AutoCAD andArcView shape files (release version to be confirmed with District at time of submittal).21.Warranty: The Owner/Developer shall warrant all work associated with the waterline installation including, but not limited to the materials, installationworkmanship and surface restoration for a period of two (2) years from date of PreliminaryAcceptance. During this warranty period the Owner/Developer shall repair any defects in the work and maintain the work area. At the close of the two-yearwarranty period and upon satisfactory correction of any deficiencies noted, the District shall accept the constructed lines and appurtenances as the soleproperty and responsibility of the District.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 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CS4CITY OF GREELEY NOTES BOXELDER &4F. BOXELDER GENERAL NOTES1.Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities priorto commencement of any construction. Contractor shall also notify all affected utility companies prior to commencingconstruction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utilityinvolved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost ofrepairs shall be the responsibility of the Contractor.2.District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feetdetailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to theDistrict and the property owner prior to the start of any off-site work. These pictures shall include all existing fence, ditches,ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more thanfour (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the drawings of recordin a three (3) ring binder.3.Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and privateproperty through which the work is done.4.Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association(OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and allrequirements and regulations as set forth by City, County, State and Federal agencies having applicable authority.5.Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48hours in advance of starting construction or testing to allow for scheduling.6.Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor isresponsible for obtaining all road permits which may be required.7.Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.8.Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writingaccompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved andinstalled shall also be accurately documented on the Drawings of Record.9.Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on theapproved drawings. Pipe 15” and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and largershall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted.10.Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service lineinstallation.11.Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded andcompacted. Refer to force main desgin for force main bedding requirements. Trench shall be excavated to a depth belowestablished grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event thatunstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used forstabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such amanner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe before otherthan hand compaction equipment is to be used. Note maximum trench width detail.12.Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling ofacceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimumdensity in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compactiontesting of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordancewith the requirements of the applicable authority or as required in project specific specifications.13.Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.14.Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any otherpublic or privately owned property is damaged or requires reconstruction due to the work, repairs or replacement will bemade in accordance with the requirements of the appropriate governing authority. Private property will be returned to itsoriginal condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings.15.Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by Districtpersonnel or the District's authorized contractor with no exception.16.Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times.The District shall inspect the construction as necessary and shall observe all line testing. The District shall have theauthority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as setforth in17.Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards andSpecifications and under the District's supervision. Upon passing, copies of all passing test results including soilscompaction in the area of sewer main construction shall be provided to the District.18.Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements,preliminary acceptance of new sewer system improvements will occur in accordance with District's acceptance procedure.19.Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of twoyears from date of preliminary acceptance. During this warranty period the Developer shall promptly repair any defects inthe work and maintain the work area. At the close of the two-year warranty period the District will make a field inspection.Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines and work. Thelines and the appurtenances shall then become the sole property and responsibility of Boxelder Sanitation District.20.Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall beprovided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproduced prints,two sets of ½-size reproduced prints, one set of 6 mil double matted reproducible mylars and one complete digital fileequivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewersystem improvements shall also be submitted with the Drawings of Record.G. CITY OF GREELEY NOTES1.All easements and rights-of-way crossing the City of Greeley easement are subject to the rights of said City of Greeleyeasement.2.There shall be no permanent structures, concrete slabs, detention ponds, fences, walls, trees, or other landscaping orberms greater than 3 feet at mature growth, or other obstructions within the City of Greeley easement. No cover shall beremoved and/or added without written permission from City of Greeley water engineer.3.There shall be no other utilities within the City of Greeley easement except at right angle crossings and unless previouslyapproved by the City of Greeley water & sewer department. All plans shall be submitted during the design phase at leasttwo weeks prior to construction and shall show potholed locations and elevations in plan and profile view. Greeley water &sewer will issue appropriate crossing approval.4.In the event that excavation is required for the City of Greeley water pipelines due to water pipeline repairs, replacement orother operations, the excavation will be backfilled safely but surface restoration will not be done by/or at the expenseof the City of Greeley.5.Greeley water pipeline locations are approximate, contact the transmission line technician at 970-350-9320 72 hours inadvance of any locate request or any construction activities within the Greeley water pipeline easement.6.There shall be no vibratory or heavy sheepsfoot compaction within 20 feet of the existing water transmission pipeline.Static compaction equipment shall be used.7.Greeley pipelines are to have a minimum of six (6) feet of cover at all locations to be used as a land bridge during anyconstruction activities.8.Greeley water line support at crossings shall be incorporated into the design if proposed utility crossing is below the waterline using open trench construction.9.Any irrigation lines and/or sprinkler systems located within Greeley easement requires contractor to provide Greeley a fullset of landscaping & irrigation/sprinkler system plans for review and approval. Plans to be provided a minimum of 2 weeksprior to construction. valve boxes are not to be located within greeley's easement.10.Any work to be done on City of Greeley waterline(s) shall conform to current City of Greeley specifications.May 2020CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR 12.0'TRAVEL LANE 9.0'BIKE LANE 8.5'5.0'PKWY S/W 12.0'TRAVEL LANE 5.0'S/W 8.5'PKWY 9.0'BIKE LANE 12.0'TRAVEL LANE 12.0'TURN LANE 12.0'TURN LANE 51.0' CL-FL39.0' CL-FL90.0' FL-FL117.0' ROW12.0'STRIPED MEDIAN LANECARRIAGE PARKWAYSTATION 10+67.98 TO 13+19.2012.0'TRAVEL LANE 9.0'BIKE LANE 8.5'5.0'PKWY S/W 5.0'S/W 8.5'PKWY 9.0'BIKE LANE 12.0'27.0' CL-FL39.0' CL-FL66.0' FL-FL12.0'TURN LANE TRAVEL LANE 12.0'TURN LANE 93.0' ROW10.0'5.0'12.0'TURN LANE 12.0'TRAVEL LANE 3.0'BUFFER 12.0'PKWY S/W 5.0'S/W 10.0'PKWY 6.0'BIKE LANE 27.0' CL-FL27.0' CL-FL54.0' FL-FL84.0' ROWTRAVEL LANE 3.0'BUFFER 6.0'BIKE LANE 10.0'5.0'11.0'TRAVEL LANE 11.0'PKWY S/W 5.0'S/W 10.0'PKWY 27.0' CL-FL27.0' CL-FL54.0' FL-FL84.0' ROWTRAVEL LANE 5.0'BIKE LANE 3.0'5.0'3.0'BIKE LANE BUFFER BUFFER 8.0'PARKING 8.0'PARKING CARRIAGE PARKWAYSTATION 14+42.75 TO 15+00.51CARRIAGE PARKWAYSTATION 15+83.49 TO 18+03.49CARRIAGE PARKWAYSTATION 18+93.49 TO 41+09.8222.0' CL-FL22.0' CL-FL44.0' FL-FL71.0' ROW12.0'TRAVEL LANE 12.0'TRAVEL LANE 10.0'8.5'5.0'PKWY SW 8.5'PKWY 5.0'SW 10.0'PARKING PARKING VIXEN DRIVELOCAL COMMERCIALTRAVEL LANE PKWY S/W S/W PKWY 25.0' CL-FL25.0' CL-FL50.0' FL-FL77.0' ROWTRAVEL LANE BIKE LANE BUFFER BUFFER 10.0'5.0'8.5'5.0'3.0'7.0'PARKING PARKING BIKE LANE 10.0'5.0'8.5'5.0'3.0'7.0'STREET ALOCAL INDUSTRIAL12.0'BUFFER 4.0'TRAVEL LANE 14.0'TURN LANE 12.0'78.0' EOA-FL59.5' CL-FL18.5' EOA-CL75.5' CL-ROW12.0'TRAVEL LANE 12.0'7.0'TURN LANE 5.0'BUFFER 3.0'SHOULDER BIKE LANETRAVEL LANE 10.0'6.0'PKWYS/WPROSPECT ROADSTATION 16+80.92 TO 19+13.92PROSPECT ROADSTATION 19+91.92 TO 21+91.9212.0'BUFFER 7.0'TRAVEL LANE 5.0'52.0' EOA-FL41.5' CL-FL57.5' CL-ROW16.0'12.0'3.0'SHOULDER TRAVEL LANEBIKE LANE 10.0'6.0'PKWYS/WBUFFERPROSPECT ROADSTATION 25+91.92 TO 27+61.3712.3'TRAVEL LANE 14.0'TURN LANE 15.7'78.0' EOA-FL59.5' CL-FL18.5' EOA-CL75.5' CL-ROW12.0'TRAVEL LANE 12.0'7.0'5.0'3.0'SHOULDER BIKE LANETURN LANE 10.0'6.0'PKWYS/WBUFFERBUFFER SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CS5TYPICAL STREET SECTIONS5CALL 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 ELECCVAULTF.O.CTSSSSSSSSSSSSSSSSSSE E E E E E E E EFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTV EEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / SSSSSSSSSSSSSSSSSSSSSS SSSSOUTHEAST FRONTAGE ROADINTERSTATE 25 CDOT1012 SE FRONTAGE RD,FORT COLLINSIMAGO ENTERPRISES INC.140 PALMER DR,FORT COLLINSWEST 14 CORNERSECTION 15-T7N-R68WFOUND 314" ALUMINUM CAPLS 17483100-YEARBOXELDERFLOODPLAINFOUND #4 REBARw/RPC, ILLEGIBLEREMOVE EXISTINGCONCRETE DITCHCONCRETEFOUNDATIONEXISTING ELECTIMNATHRESERVOIR INLETCANAL (TRIC) BOXEXISTING FIBER-OPTICVAULTEXISTING ELECTIMNATH RESERVOIR INLET CANAL (TRIC)ALTO REMAINNATURAL HABITAT FEATURE(RIPARIAN AREA)NATURAL HABITAT FEATURE(RIPARIAN AREA)NATURAL HABITAT FEATURE(AQUATIC RESOURCE)100-YEARBOXELDERFLOODPLAINEX1DEMOLITION PLAN EXISTING CONDITIONS &6NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)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 OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY: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.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.Original Field Survery:Northern EngineeringProject No. 1896-001Date: November 2021Additional Field Survey:Northern EngineeringProject No. 1896-001Date: April 2022Northern EngineeringProject No. 1896-001Date: August 2022Earth Engineering Consultants, LLCSubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1052027Date: April 11, 2005Addational Subsurface Exploration: EarthEngineering Consultants, LLCSupplemental Preliminary SubsurfaceExploration ReportProspect/I-25 DevelopmentEEC Project No. 1222014Date: June 03, 2022KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 MATCH LINE - SEE SHEET EX2MATCH LINE - SEE SHEET EX4EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 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 W WHYDH2OSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSS EEEEEEEE EW W/ / / / / / / // / / / / / / /FOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOUND #4 REBARw/OPC, LS 7839REMOVE EXISTING18" RCPEXISTING 8" PVCEXISTING SANITARY MHEXISTING WATERLINESAWCUT & MATCH ATEXISTING ROADWAYEXISTING SANITARY LINEEXISTING 2-18" RCP STORMCULVERT TO REMAINREMOVE EXISTINGBARRICADESREMOVE EXISTINGFIRE HYDRANTREMOVE EXISTINGRIPRAPEXISTING SANITARYLINEREMOVE EXISTINGRIPRAPREMOVE & RECONSTRUCTEXISTING CONCRETE DITCH100-YEARBOXELDERFLOODPLAIN100-YEARBOXELDERFLOODPLAINEX2DEMOLITION PLAN EXISTING CONDITIONS &7NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)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 OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY: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.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.Original Field Survery:Northern EngineeringProject No. 1896-001Date: November 2021Additional Field Survey:Northern EngineeringProject No. 1896-001Date: April 2022Northern EngineeringProject No. 1896-001Date: August 2022Earth Engineering Consultants, LLCSubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1052027Date: April 11, 2005Addational Subsurface Exploration: EarthEngineering Consultants, LLCSupplemental Preliminary SubsurfaceExploration ReportProspect/I-25 DevelopmentEEC Project No. 1222014Date: June 03, 2022KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EX3 MATCH LINE - SEE SHEET EX1 MATCH LINE - SEE SHEET EX5 WVWVWWELECBRKRHYD HYD WFOutilLIDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS ST ST FOFOFOW W W W W W W W W W W W W W W W G G/ / / / / / / // / / / / / / // / / / / / / /FOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSEXISTING STORM MHEXISTING SANITARY MHREMOVE EXISTING18" RCPEXISTING SANITARY LINEEXISTING STORM LINEEXISTING WATERLINEEXISTING FIBER-OPTIC LINEEXISTING GAS LINEEXISTING GAS LINECENTER 14 CORNERSECTION 15-T7N-R68WFOUND 212" ALUMINUMCAP PLS 7839FOUND #4 REBARw/OPC, ILLEGIBLEEXISTING 2-18" RCP STORMCULVERT TO REMAINREMOVE EXISTINGRIPRAPREMOVE EXISTINGBARRICADESEXISTING 12' ELCOWATERLINEEXISTING FIREHYDRANT TO REMAINEXISTING 18" CMPREMOVE EXISTINGRIPRAPEXISTING 1.5' METAL LIDPOSSIBLE WELLHEADREMOVE EXISTINGRIPRAPREMOVE EXISTINGCONCRETE DITCHEX3DEMOLITION PLAN EXISTING CONDITIONS &8NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)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 OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY: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.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.Original Field Survery:Northern EngineeringProject No. 1896-001Date: November 2021Additional Field Survey:Northern EngineeringProject No. 1896-001Date: April 2022Northern EngineeringProject No. 1896-001Date: August 2022Earth Engineering Consultants, LLCSubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1052027Date: April 11, 2005Addational Subsurface Exploration: EarthEngineering Consultants, LLCSupplemental Preliminary SubsurfaceExploration ReportProspect/I-25 DevelopmentEEC Project No. 1222014Date: June 03, 2022KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EX6MATCH LINE - SEE SHEET EX2 CCTVAULTF.O.ELECELECTCCTVAULTF.O.CEE E E E E E E E E E E E E E E EFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVEEEEEFOFOFOFOFOWWWWWW WWWWWWWWWWWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /40' CITY OF GREELEYWATERLINE EASEMENTSOUTHEAST FRONTAGE ROADINTERSTATE 25 LAKE CANALTIMNATH RESERVOIR INLET CANAL (TRIC)75' TEMPORARYCONSTRUCTIONEASEMENTREC. NO. 20070023829TO BE VACATED BY PLATINTERSTATE 25EXISTING UNDERGROUNDUTILITIES (REMOVED BY OTHERS)EXISTING CITY OFGREELEY 60" WATERLINEEXISTING ELECTIMNATHRESERVOIR INLETCANAL (TRIC) BOXEXISTING FIBER OPTIC BOXSECTION LINENATURAL HABITAT FEATURE(RAPTOR NEST)EX4DEMOLITION PLAN EXISTING CONDITIONS &9NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)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 OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY: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.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.Original Field Survery:Northern EngineeringProject No. 1896-001Date: November 2021Additional Field Survey:Northern EngineeringProject No. 1896-001Date: April 2022Northern EngineeringProject No. 1896-001Date: August 2022Earth Engineering Consultants, LLCSubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1052027Date: April 11, 2005Addational Subsurface Exploration: EarthEngineering Consultants, LLCSupplemental Preliminary SubsurfaceExploration ReportProspect/I-25 DevelopmentEEC Project No. 1222014Date: June 03, 2022KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EX5MATCH LINE - SEE SHEET EX7MATCH LINE - SEE SHEET EX1 H2O12" SS12" SSWWWWWWWWWWWWWWWWWWWLAKE CANALTIMNATH RESERVOIR INLET CANAL (TRIC)EXISTING CITY OFGREELEY 60" WATERLINEEX5DEMOLITION PLAN EXISTING CONDITIONS &10NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)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 OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY: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.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.Original Field Survery:Northern EngineeringProject No. 1896-001Date: November 2021Additional Field Survey:Northern EngineeringProject No. 1896-001Date: April 2022Northern EngineeringProject No. 1896-001Date: August 2022Earth Engineering Consultants, LLCSubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1052027Date: April 11, 2005Addational Subsurface Exploration: EarthEngineering Consultants, LLCSupplemental Preliminary SubsurfaceExploration ReportProspect/I-25 DevelopmentEEC Project No. 1222014Date: June 03, 2022KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EX6MATCH LINE - SEE SHEET EX8MATCH LINE - SEE SHEET EX4 MATCH LINE - SEE SHEET EX2 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS GGGGGGGGGGGGGGGG G G G G G G G G G G GGGGGG T8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W 8" W 8" W8" WHYDHYDFESFES WWWWWPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSEXISTING 24" RCPEXISTING 8" WATERLINEREMOVE EXISTINGFIRE HYDRANTEXISTING FIRE HYDRANTREMOVE EXISTINGBARRICADESREMOVE 114 LF OF EXISTINGROAD & CURB & GUTTEREX6DEMOLITION PLAN EXISTING CONDITIONS &11NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)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 OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY: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.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.Original Field Survery:Northern EngineeringProject No. 1896-001Date: November 2021Additional Field Survey:Northern EngineeringProject No. 1896-001Date: April 2022Northern EngineeringProject No. 1896-001Date: August 2022Earth Engineering Consultants, LLCSubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1052027Date: April 11, 2005Addational Subsurface Exploration: EarthEngineering Consultants, LLCSupplemental Preliminary SubsurfaceExploration ReportProspect/I-25 DevelopmentEEC Project No. 1222014Date: June 03, 2022KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EX9MATCH LINE - SEE SHEET EX5 MATCH LINE - SEE SHEET EX3 6" W6" WDDTRAFFICVAULTTRAFFICVAULT/ / / / / / / // / / / / / / // / / / / / / /EEEEEEEEEEEEETVAULTF.O.CCVAULTF.O.TCELECELECELECF ESFESFESFOFOFOFOFOCTVCTVCTVCTVCTVEEEEEEEE E FOFOFOFOFOFOFOFO FO CTVCTVCTVCTVCTVCTVCTVCTV CTVEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEDDDDDDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELEC/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO WWWWWWWWWWW W W W W W W W W W WWWEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /PROSPECT ROADINTERSTATE 25 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EXISTING ELECTRICBOX (REMOVED BY OTHERS)EXISTING FIBER-OPTICVAULT (REMOVED BY OTHERS)EXISTING UNDERGROUNDUTILITIES (REMOVED BY OTHERS)REMOVE AND RELOCATEEXISTING SIGNEXISTING 24" RCP STORMTO BE EXTENDEDEXISTING 36" RCP STORMTO BE EXTENDEDEXISTING 24" FESEXISTING CITY OFFORT COLLINS ELECTRICEXISTING CITY OFFORT COLLINS LIGHT& POWER EQUIPMENTEXISTING EOAEXISTING EOAEXISTINGSTRIPINGEX7DEMOLITION PLAN EXISTING CONDITIONS &12NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)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 OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY: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.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.Original Field Survery:Northern EngineeringProject No. 1896-001Date: November 2021Additional Field Survey:Northern EngineeringProject No. 1896-001Date: April 2022Northern EngineeringProject No. 1896-001Date: August 2022Earth Engineering Consultants, LLCSubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1052027Date: April 11, 2005Addational Subsurface Exploration: EarthEngineering Consultants, LLCSupplemental Preliminary SubsurfaceExploration ReportProspect/I-25 DevelopmentEEC Project No. 1222014Date: June 03, 2022KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EX8 MATCH LINE - SEE SHEET EX4 GGGGGXCTVCTVXCCH2OMWT12" SS12" SS12" SS12" SSFESCONTROLIRRCONTROLIRRV.P.FESVAULTF.O.ELECHYD GASW W EEEWWEE EEEEEEEEG/ / / / / / / // / / / / / / // / / / / / / / X FO FO FOGGGCELECVAULTF.O.CABLECABLEHYDCELECEE E E E EEEFOFOCTVCTVEEEEEEEEEEE EE E E EEEEEEEEEEEEEEEEEF F ESVAULTELECVAULTELECVAULTELECELECELECELECELECELECFOVAULTF.O.VAULTF.O./ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOFOFOFOFOFOFOFOFOFOWWW W W WWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWW WWWEEEEEEEEEGCTV CTVCTV CTV CTV CTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV/ / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUGGGGGG5' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548TO BE VACATED BY PLATPROSPECT ROADLAKE CANALLAK E C A N A L/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TIMNATH RESERVOIR INLET CANAL (TRIC)//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////EXISTING CONCRETEIRRIGATION STRUCTURESREMOVE EXISTING12" WATERLINEEXISTING FIRE HYDRANTEXISTING 24"ADS STORMEXISTING UNDERGROUNDUTILITIES (REMOVED BY OTHERS)EXISTING CITY OFGREELEY 60" WATERLINEREMOVE AND RELOCATEEXISTING UTILITY POLES, TYP.REMOVE EXISTINGUTILITY POLEREMOVE AND RELOCATEEXISTING CABLE BOXREMOVE AND RELOCATEEXISTING ELECTIMNATHRESERVOIR INLET CANAL(TRIC) BOXESREMOVE AND REPLACEEXISTING CONCRETE BRIDGEREMOVE AND RELOCATEEXISTING ELECTIMNATH RESERVOIRINLET CANAL (TRIC) TRANSFORMERSEXISTINGGAS LINEEXISTINGFIBER-OPTIC LINEEXISTING 12" CMPEXISTING EOAEXISTING EOAEXISTINGSTRIPINGLIMIT OF WATERLINE REMOVALNATURAL HABITAT FEATURE(PRAIRIE DOG COLONY)NATURAL HABITAT FEATURE(PRAIRIE DOG COLONY)EX8DEMOLITION PLAN EXISTING CONDITIONS &13NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)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 OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY: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.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.Original Field Survery:Northern EngineeringProject No. 1896-001Date: November 2021Additional Field Survey:Northern EngineeringProject No. 1896-001Date: April 2022Northern EngineeringProject No. 1896-001Date: August 2022Earth Engineering Consultants, LLCSubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1052027Date: April 11, 2005Addational Subsurface Exploration: EarthEngineering Consultants, LLCSupplemental Preliminary SubsurfaceExploration ReportProspect/I-25 DevelopmentEEC Project No. 1222014Date: June 03, 2022KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EX9 MATCH LINE - SEE SHEET EX5MATCH LINE - SEE SHEET EX7 GGGGGGGGGGGGGGGGGCTVCTVCTVCTVCTVXXXCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXCTVCTVCTVCTVCTVCTVXXCTVCTVSH2OH2OH2OH2OH2OH2OH2OWVWVWSCWCCWECABLEWWWWWWWWWWWWWWWWWWWWWSS SS SS SS SSWX V.P.V.P.V.P.V.P.CABLEMMCSMMH2OOHU OHU OHU SS SSM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /12" W 12" SS12" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS G G G G G G G G G G G G G G G G G G G 12" SS 12" SS 12" SS 12" SS GGGGGGGGG12" SS12" SS12" SS12" SS12" SS12" SS12" SS12" SS8" W8" W8" W8" W8" W8" W8" W8" W8" W8" WWFFW12" SS12" SS12" SS12" SS12" SS12" SST8" W 8 " W 8" W 8" W 8" W 8" W 8" WEEEEEEEEFESFESHYDELECF.O.ELECFOF.O.F.O.F.O.F.O.MH2OFOM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOFOFOFOFOFOFOFO WWWWWWWWWWWWWWWWWWWWEEEEEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /OHUOHUOHUGGGGGGGPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROSPECT ROADTIMNATH RESERVOIR INLET CANAL (TRIC)/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / ////////////////////////////////////////////////////////////////////////////////////////////////////REMOVE EXISTINGUTILITY POLEREMOVE AND RELOCATEEXISTING OVERHEAD UTILITIESUNDERGROUNDEXISTING ELCO WATERLINEEXISTINGGAS LINEEXISTINGFIBER-OPTIC LINEEXISTING 12" CMPEXISTING 12" CMPLIMIT OF WATERLINE REMOVALEXISTING CITY OFGREELEY 60" WATERLINEEXISTING 12"SANITARY SEWERNATURAL HABITAT FEATURE(PRAIRIE DOG COLONY)EX9DEMOLITION PLAN EXISTING CONDITIONS &14NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)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 OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY: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.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.Original Field Survery:Northern EngineeringProject No. 1896-001Date: November 2021Additional Field Survey:Northern EngineeringProject No. 1896-001Date: April 2022Northern EngineeringProject No. 1896-001Date: August 2022Earth Engineering Consultants, LLCSubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1052027Date: April 11, 2005Addational Subsurface Exploration: EarthEngineering Consultants, LLCSupplemental Preliminary SubsurfaceExploration ReportProspect/I-25 DevelopmentEEC Project No. 1222014Date: June 03, 2022KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EX8 MATCH LINE - SEE SHEET EX6 FESCONT ROLIRR CONTRO L IRRV.P.FESDDDTRAFFICVAULTVAULTF.O.ELECHYDTRAFFICVAULTGAS/ / / / / / / // / / / / / / /EEEEEEEXEGG/ / / / / / / // / / / / / / // / / / / / / / / / / / / / / / W X X FO FO ELECCVAULTF.O.CTCCTVAULTF.O.ELECELECTCCTVAULTF.O.CELECELECBRKRHYDHYD WELECFOH2OELECELEC utilLIDELECFESFESFES FESFESSSDSDSSSSSSSSSSSSSSSSSSSSSSSSSST FO FOCTVCTV EEEEEEEEEEEFESFESHYD ELECDDDDDDVAULTELEC VAULTELECVAULTELEC VAULTELEC VAULTELEC ELECF.O.ELECFOF.O.F.O.F.O.F.O.MH2OFOMELECELECELECELECFOVAULTF.O. VAUL TF.O.FOFOFOFOFOFOFOFOW W W WW W WWWWWWWWWWWWWW WWWWWWWWWEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGSSSSSSSSSSSGGGGGGGGWELL WELL CTVGGGGGGGCTVCTVCTVSSH2OH2OH2OH2OH2OH2OH2OWVWVWSCCCWCCWECABLEMMCWMH2OWVWVWWWWWWSS SSSSSSSSSSCSCONTROL IRR V.P.V.P.V.P.V.P.CABLEMMCSMMMWTH2OM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWSBSBSBSBWWWWWWWWW W W8" SS 8" SS 8" SS GGGGGGGGGGG G G G G G G G G8" W 8" W 12" SS G G TTTTGGG12" SS12" SS12" SSTSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON8" W8" W8" W8" W8" W8" W8" W8" W 8" W8" WTSALPOLYNDUCTILEIRON 8" W8" W8" W8" WTSALPOLYNDUCTILEIRONFF12" SS12" SST8 " W8" W/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STREET AGREGG S SCHMIDTKE4607 KITCHELL WAY,FORT COLLINSVIXEN DRIVECARRIAGE PKWYPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROSPECT ROADLAKE CANALTRIC CANALSOUTHEAST FRONTAGE ROADINTERSTATE 25LOT 1LOT 8LOT 13LOT 10LOT 11LOT 4LOT 12TRACT CTRACT BTRACT DTRACT ALOT 2TRACT ELOT 3TRACT FLOT 5TRACT HLOT 9TRACT JTRACT ITRACT KTRACT LTRACT MTRACT NTRACT GTRACT OLOT 7LOT 6CONNECT TO EXISTING8" WATER MAINCONNECT TO EXISTING12" WATER MAINPROPOSEDFIRE HYDRANTPROPOSED 8"WATER LINEPROPOSED 8"SANITARY LINEPROPOSED 15"SANITARY LINE (TYP.)PROPOSED 18"SANITARY LINE (TYP.)PROPOSED 8"SANITARY LINE (TYP.)CONNECT TO EXISTING8" WATER MAINCONNECT TO EXISTING12" WATER MAINPROPOSED 12"WATER LINE (TYP.)CONNECT TO EXISTINGSANITARY MANHOLEEXISTING 60" GREELEYRAW WATER LINE (TYP.)PROPOSED 8"WATER LINE (TYP.)POND OUTLET 1SEE SHEET ST6POND OUTLET 2SEE SHEET ST6LAKE CANAL CULVER ASEE SHEET LC1LAKE CANAL CULVERT BSEE SHEET LC3LAKE CANAL CULVERT CSEE SHEET LC3TRIC CULVERT ASEE SHEET TRIC1TRIC CULVERT BSEE SHEET TRIC1STORM DRAIN CSEE SHEET ST3STORM DRAIN ESEE SHEET ST4POND CULVERT 2SEE SHEET ST7STORM DRAIN FSEE SHEET ST5STORM DRAIN GSEE SHEET ST5POND CULVERT 1SEE SHEET ST7STORM DRAIN DSEE SHEET ST4STORM DRAIN ASEE SHEET ST1STORM DRAIN BSEE SHEET ST2PROPOSED NON-POTABLEIRRIGATION LINE (TYP.)CONNECT TO EXISTING6" WATER MAINCONNECT TO EXISTING12" WATER MAINTHOMAS J SKILLMAN4608 KITCHELL WAY,FORT COLLINSPROPOSED NON-POTABLEPUMP HOUSEPROPOSED 8"WATER LINE (TYP.)PROPOSEDREGIONAL TRAILSANITARY LINE A2 (W)SEE SHEET SS6SANITARY LINE A7SEE SHEET SS8SANITARY LINE ASEE SHEET SS3SANITARY LINE A2 (E)SEE SHEET SS7PROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTEXITING 18"SANITARY SEWERCDOT1012 SE FRONTAGE RD,FORT COLLINSIMAGO ENTERPRISES INC.140 PALMER DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSSTORM DRAIN C2SEE SHEET ST3NATURAL RESOURCE(RAPTOR NEST)NATURAL BUFFER(RAPTOR NEST)NATURAL BUFFER(DITCH BANK)100-YEAR BOXELDERFLOODPLAIN100-YEAR BOXELDERFLOODPLAINPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTOU1OVERALL UTILITY PLAN15 NORTH( IN FEET )1 inch = ft.Feet0150150150300450SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 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.CallRU1U2U3U4U5U6U7U8U9 ELECCVAULTF.O.CTSSSSSSSSSSSSSSSSSSFO FO FO FO FO FO FO FO FOCTVCTVCTVCTVCTVCTVCTVCTVCTV EEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / SSSSSSSSSSSSSSSSSSSSSS SSSSOUTHEAST FRONTAGE ROADINTERSTATE 25 WELL WELL WELL WELL WELL WELL WELL WELLNPNPNPNPNPNPNPNPNPNPNP NPNPNPNPNP NP NPNPNPNPNPNPNPNP EXISTING FIBEROPTIC VAULT EXISTING ELECTRICBOX EXISTING 10" PVCSANITARY SEWERPROJECTBOUNDARYLOT 8TRACT ITRACT CTRACT BTRACT DTRACT ALOT 910' UTILITYEASEMENTPROPOSED WELL LINE(DESIGN BY OTHERS)PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)EXISTING CONCRETEFOUNDATIONRE-ALIGNEDCONCRETE CHANNELCDOT1012 SE FRONTAGE RD,FORT COLLINSIMAGO ENTERPRISES INC.140 PALMER DR,FORT COLLINS100-YEARBOXELDERFLOODPLAIN100-YEARBOXELDERFLOODPLAINU1UTILITY PLAN16CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U2 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 WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125MATCH LINE - SEE SHEET U4KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9 H2OSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS EEEEEEEE EW WNPNPNPNPNPNPNP NPNPNPNPNPNPNPNPNPNPNPNPNPUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE VAULTELECVAULT ELEC VAULTELEC UDUDSSMH A7-4SSMH A7-3SSMH A7-2SSMH A7-1SSMH A2W-8 8" PVC 8" PVC 8" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UT IL ITY EASEMENTPROJECTBOUNDARY9' UTILITY EASEMENT9' UTILITY EASEMENT71' ROW44'FL-FL77' ROW50'FL-FLPROPOSED 8"PVC WATER LINELOT 9LOT 12TRACT ITRACT L5' SIDEWALK5' SIDEWALK5' SIDEWALK5' S IDEWALK5' S IDEWALKSTREET AVIXEN DRIVEPROPOSEDFIRE HYDRANTSTORM DRAIN FSEE SHEET ST5RAIN GARDEN 4SEE SHEET RG4WATER LINE A2SEE SHEET WT10SANITARY LINE A6SEE SHEET SS8WATER LINE A1SEE SHEET WT7WATER LINE A2SEE SHEET W9CONNECT TO EXISTING 8"PVC WATER LINEPROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)SANITARY LINE A6SEE SHEET SS8RE-ALIGNEDCONCRETE CHANNELFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINS100-YEARBOXELDERFLOODPLAINU2UTILITY PLAN17CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U3 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 WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U1 MATCH LINE - SEE SHEET U5 WVWVELECBRKRHYD WFOutilLIDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS ST ST FOFOFOW W W W W W W W W W W W W W W W G GNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNP NP NP NP NP NPUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE U G E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEVAULT ELEC VAULT ELECUDUDUDUDUDUDUD UDUDUD SSMH A12SSMH A11SSMH A10SSMH A9SSMH A8 8" PVC 8" PVC 8" P V C 8" PVC PROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT PROJECTBOUNDARY9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILI T Y E A S EM E N T 84' ROW54'FL-FLPROPOSED 12"PVC WATER LINEPROPOSED 12"PVC WATER LINELOT 13LOT 12TRACT LTRACT MTRACT N5' SIDEWALK 5' SIDEWALK 5' SID EW A L K 5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAY CARRIAGE PARKWAY EXISTING 12" ELCOWATER LINEEXISTINGFIRE HYDRANTSTORM DRAIN GSEE SHEET ST5CULVERT 1SEE SHEET ST7TRACT OPROPOSED NON-POTABLEIRRIGATION LINE (BY OTHERS)RAIN GARDEN 4SEE SHEET RG4RAIN GARDEN 5SEE SHEET RG4THOMAS J SKILLMAN4608 KITCHELL WAY,FORT COLLINSWATER LINE ASEE SHEET WT4SANITARY LINE ASEE SHEET SS3STORM DRAIN BSEE SHEET ST2CONNECT TO EXISTING12" PVC WATER LINERE-ALIGNEDCONCRETE CHANNELRE-ALIGNEDCONCRETE CHANNELFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSU3UTILITY PLAN18CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125MATCH LINE - SEE SHEET U6KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U2 CCTVAULTF.O.ELECELECTCCTVAULTF.O.CFO FO FO FO FO FO FO FO FO FO FO FO FOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVWWWWWW WWWWWWWWWWWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SOUTHEAST FRONTAGE ROADINTERSTATE 25GG NPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNP NP NP NP NPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPUDUDUDUDUDUDUDUDUDUDUDUDUDUD UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UG E U G E U G E UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEVAU LTELECVAULT ELEC SSMH A2W-4SSMH A2W-5SSMH A2W-7SSMH A2W-6 8" P V C 8 " P V C PROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT PROJECTBOUNDARY50'FL -FL77' ROWWATER LINE A1SEE SHEET WT6PROPOSED 8"PVC WATER LINELOT 1LOT 8TRACT FTRACT HTRACT JEXISTING 60" GREELEYRAW WATER LINE5' SIDEWALK 5' SIDEWALK STREET A 40' WATERLINEEASEMENTTOP OF DITCH (TYP.)10' UTILITYEASEMENTLAKE CANALTRIC CANALPROPOSED 4' RIBBEDCONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPSEE SHEET D3PROPOSED 4' CONCRETESIDEWALK CULVERTSEE SHEET D4PROPOSED 20' CONCRETESIDEWALK CULVERTSEE SHEET D3PROPOSED 20' RIBBEDCONCRETE RUNDOWNw/ 20'x6' SCOUR-STOPSEE SHEET D3LAKE CANAL CULVERT CSEE SHEETLC3TRIC CULVERT BSEE SHEET TRIC1POND CULVERT 2SEE SHEET ST7RAIN GARDEN 2SEE SHEET RG2RAIN GARDEN 3SEE SHEET RG3PROPOSEDAIR RELEASE VALVE(ARV) (TYP.)SANITARY LINE A2 (W)SEE SHEET SS5PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)PROPOSEDNON-POTABLE PUMP HOUSE(DESIGNED BY OTHERS)60' DITCHEASEMENTPROPOSEDREGIONAL TRAILU4UTILITY PLAN19CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U5 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 WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125MATCH LINE - SEE SHEET U7KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U1 H2O12" SS12" SSWWWWWWWWWWWWWWWWWWWNPNPNPNPNPNPNPNPNP NP NP NPNPUDUDUDUDUDUDUDUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UG E UG E U G E U G E U G E U G E U G E UG E UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEVA U L T ELE C VA U L T EL E C UDSSMH A2W-8SSMH A4SSMH A6SSMH A5 12 " PVC 1 2 " P V C 12" P V C 8" PVC 8" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT77' ROW50'FL-FL84' ROW54'FL-FLPROPOSED 12"PVC WATER LINEPROPOSED 8"PVC WATER LINELOT 10LOT 11TRACT FTRACT JTRACT KEXISTING 60" GREELEYRAW WATER LING5' SIDEWALK5' SIDEWALK5' S IDEWALK5' S IDEWALKSTREET ACARRIAGE PARKWAYVIXEN DRIVE5' S IDEWALK 5' S IDEWALK40' WATER LINEEASEMENTLAKE CANALTRIC CANALSTORM DRAIN BSEE SHEET ST2LAKE CANAL CULVERT BSEE SHEET LC3PROPOSED 4' RIBBEDCONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPSEE SHEET D3PROPOSED 4' CONCRETESIDEWALK CULVERTSEE SHEET D4POND OUTLET 2SEE SHEET ST6TRIC CULVERT ASEE SHEET TRIC1STORM DRAIN ASEE SHEET ST1RAIN GARDEN 3SEE SHEET RG3RAIN GARDEN 4SEE SHEET RG4WATER LINE A1SEE SHEET WT7SANITARY LINE A2 (W)SEE SHEET SS6WATER LINE A2SEE SHEET W9WATER LINE ASEE SHEET WT2SANITARY LINE ASEE SHEET SS2PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)SANITARY LINE A6SEE SHEET SS870' DITCHEASEMENTU5UTILITY PLAN20CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U6 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 WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125MATCH LINE - SEE SHEET U8KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U4 MATCH LINE - SEE SHEET U2 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS GGGGGGGGGGGGGGGG G G G G G G G G G G GGGGGG T8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W 8" W 8" W8" WHYDFESFES WWWWWUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGEUGEUGEUGEUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE VAULTELEC VAULTELECVAULTELECUDUDUDUD SSMH A9SSMH A8SSMH A7 8" PVC 8" PVCPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILI T Y E A S EM E N TPROPOSED 12"PVC WATER LINETRACT MTRACT N5' SID EW A L K 5' SIDEWALK5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAYVIXEN DRIVEPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSCULVERT 1SEE SHEET ST7RAIN GARDEN 4SEE SHEET RG4RAIN GARDEN 5SEE SHEET RG4GREGG SSCHMIDTKE4607 KITCHELL WAY,FORT COLLINSSTORM DRAIN BSEE SHEET ST2WATER LINE ASEE SHEET WT3SANITARY LINE ASEE SHEET SS2WATER LINE A2(E)SEE SHEET W9CONNECT TO EXISTING 8"PVC WATER LINESANITARY LINE A6SEE SHEET SS8EXISTING 8"PVC WATER LINEEXISTINGFIRE HYDRANTEXISTING 24"RCP STORM CULVERTU6UTILITY PLAN21CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125MATCH LINE - SEE SHEET U9KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U5 MATCH LINE - SEE SHEET U3 6" W6" WDDTRAFFICVAULTTRAFFICVAULT/ / / / / / / // / / / / / / // / / / / / / /EEEEEEEEEEEEETVAULTF.O.CELECELECF ESFESFESEEEEEEEEEEEEEEEEEEEEDDDDDDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELECWWWWWWWWWWW W W W W W W W W W WWWEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGGGGGGGGGGGGGGGGGGNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPUDUDUDUDUDUDUDUDUDUDUDUDUGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEVAULT ELECSSMH A2W-3SSMH A2W-2SSMH A2W-1 15" PVC 15" PVCPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT50'FL -FL77' ROWWATER LINE A1SEE SHEET WT6LOT 2LOT 1LOT 4TRACT ETRACT FSTREET A5' SIDEWALK5' SIDEWALK6' SIDEWALKEXISTING 30' UTILITYEASEMENT30' UTILITYEASEMENTPROSPECT ROADPOND OUTLET 1SEE SHEET ST6STORM DRAIN DSEE SHEET ST4RAIN GARDEN 1SEE SHEET RG1PROPOSEDAIR RELEASE VALVE(ARV) (TYP.)SANITARY LINE A2 (W)SEE SHEET SS4PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)PROPOSEDREGIONAL TRAILSTORM DRAIN CSEE SHEET ST3STORM DRAIN C2SEE SHEET ST3U7UTILITY PLAN22CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U8 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 WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U4 GGGGGXCTVCTVXCCH2OMWT12" SS12" SS12" SS12" SSFESCONTROLIRRCONTROLIRRV.P.FESVAULTF.O.ELECHYD GASW W EEEWWEE EEEEEEEEG/ / / / / / / // / / / / / / // / / / / / / / X FO FO FOGGGELECEEEEEEEEEEE EE E E EEEEEEEF F ESELECELECELECELECELECFOVAULTF.O.VAULTF.O.FOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWWWWWWWWWWWWWWWWWWWEEEEEEEEEGGGGGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGGGNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPUDUDUDUDUDUDUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEWAY 232 1 WAY 132 1WAY 332 1WAY 432 1WAY 532 1 UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE VAULTELECVAULT ELEC VAULTELECVAULTELECSSMH A2 (DROP MANHOLE)EX SSMH ASSMH A1 18" PVC 18" PVC 15" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT84' ROW54'FL-FL77' ROW50'FL-FLPROPOSED 12"PVC WATER LINELOT 2LOT 3LOT 5LOT 4TRACT FTRACT KEXISTING 60" GREELEYRAW WATER LINGSTREET ACARRIAGE PARKWAY 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK6' SIDEWALK40' WATER LINEEASEMENT30' UTILITYEASEMENTPROSPECT ROADLAKE CANALTRIC CANALLAKE CANAL CULVERT BSEE SHEET LC3STORM DRAIN CSEE SHEET ST3POND OUTLET 2SEE SHEET ST6LAKE CANAL CULVERT ASEE SHEET LC1TRIC CULVERT ASEE SHEET TRIC1STORM DRAIN ESEE SHEET ###WATER LINE A1SEE SHEET WT5WATER LINE A1(E)SEE SHEET WT8SANITARY LINE A2 (W)SEE SHEET SS4PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)CONNECT TO EXISTING12" PVC WATER LINECONNECT TO EXISTING6" PVC WATER LINESANITARY LINE A2 (E)SEE SHEET SS7WATER LINE ASEE SHEET WT1WATER LINE BSEE SHEET WT11WATER LINE B1SEE SHEET WT12CITY OF FORT COLLINSSWITCH GEAR50' LAKE CANALEASEMENTRAIN GARDEN 1SEE SHEET RG1PROPOSED 4'CONCRETESIDEWALK CULVERTSEE SHEET D4LOT 7LOT 6PROPOSEDFIRE HYDRANTPROPOSED TEMPORARYFIRE HYDRANTPROPOSED TEMPORARYFIRE HYDRANTSSMH A3STORM DRAIN C2SEE SHEET ST370' DITCHEASEMENT65.2' DITCHEASEMENTU8UTILITY PLAN23CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U9 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 WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125MATCH LINE - SEE SHEET U4KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U7 GGGGGGGGGGGGGGGGGCTVCTVCTVCTVCTVXXXCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXCTVCTVCTVCTVCTVCTVXXCTVCTVSH2OH2OH2OH2OH2OH2OH2OWVWVWSCWCCWECABLEWWWWWWWWWWWWWWWWWWWWWSS SS SS SS SSWX V.P.V.P.V.P.V.P.CABLEMMCSMMH2OOHU OHU OHU SS SSM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /12" W 12" SS12" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS G G G G G G G G G G G G G G G G G G G 12" SS 12" SS 12" SS 12" SS GGGGGGGGG12" SS12" SS12" SS12" SS12" SS12" SS12" SS12" SS8" W8" W8" W8" W8" W8" W8" W8" W8" W8" WFF12" SS12" SS12" SS12" SS12" SS12" SST8" W 8 " W 8" W 8" W 8" W 8" W 8" WEEEEEEEEFESFESHYDELECF.O.ELECFOF.O.F.O.F.O.F.O.MH2OFOMFOFOFOFOFOFOFOFOFOFOFOFO WWWWWWWWWWWWWWWEEEEEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UGEUGEUGEUGEEXISTING 60" GREELEYRAW WATER LINGPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROSPECT ROADTRIC CANALCONNECT TO EXISTING12" PVC WATER LINEWATER LINE BSEE SHEET WT12PROPOSED 4'CONCRETESIDEWALK CULVERTSEE SHEET D4POUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSLOT 7U9UTILITY PLAN24CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U8 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 WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125MATCH LINE - SEE SHEET U6KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9 W W W W W 9' UTILITY EASEMENTG G G UD 84' ROW77' ROWSTREET A CARRIAGE PARKWAY5' SIDEWALKPROSPECT ROADSTA.=18+03.68BEGIN HORIZ.DEFLECTIONSTA.=18+75.11BEGIN WATERLINELOWERINGSTA.=18+98.57END WATERLINELOWERINGSTA.=18+10.001 - 12" BFVSTA. 10+00.0012"x12" TEE w/ TBCONNECT TO WATERLINE B2 - 12" BFV (N, W)N:123668.92E:217113.75STA. 15+97.2812"x6" TEE w/ TB1 - 6" GV (E)1 - FH ASSEMBLY (E)1 - 12" BFV (S)N:124266.21E:217113.83STA. 16+12.301 - 12" ARVN:124281.23E:217113.84163.45 LF 12" PVCN00°00'27"ESTORM DRAIN CSEE SHEET ST3LAKE CANAL CULVERT BSEE SHEET LC3TRIC CULVERT ASEE SHEET TRIC1WATER LINE A1SEE SHEET WT5WATER LINE A1 (E)SEE SHEET WT854'FL-FL50'FL-FL40' WATER LINEEASEMENTWATER LINE BSEE SHEET WT11EXISTING 60" GREELEYWATER MAINSTA. 14+33.83CONNECT TO WATER LINE A1& WATER LINE A1(E)12"x8" CROSS w/MRJ1 - 12" BFV (S)2 - 8" GV (W, E)N:124102.75E:217113.81BEGIN 20'' STEEL CASINGSTA 16+63.63N: 124332.56E: 217113.84END 20'' STEEL CASINGSTA 17+47.35N: 124416.28E: 217113.85STORM DRAIN ASEE SHEET ST19' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALKTRACT GLOT 4LOT 3TRACT FLOT 5TRACT JTRACT KSANITARY LINE ASEE SHEET SS1STA. 16+56.26BEGIN WATERLINE LOWERINGN:124325.19E:217113.84STA. 17+53.91END WATERLINE LOWERINGN:124422.84E:217113.86STA. 18+00.001 - 12" ARVN:124468.93E:217113.861896-001_Water A4895490049054910491549204925493049354895490049054910491549204925493049359+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0019+5083.72 LFEX - 20"STEEL CASINGSTA. 16+63.645.0° DEFLECTIONT.O.P.=4905.03STA. 17+47.445.0° DEFLECTIONT.O.P.=4905.03STA. 17+53.944.9° DEFLECTIONT.O.P.=4911.59STA. 18+98.744.8° DEFLECTIONT.O.P.=4913.25STA. 18+96.445.0° DEFLECTIONT.O.P.=4910.94STA. 15+97.30.5° DEFLECTION T.O.P.=4912.43 STA. 16+56.345.0° DEFLECTIONT.O.P.=4912.40STA. 18+77.30.6° DEFLECTIONT.O.P.=4910.9458.8' DEF.STA. 17+70.62T.O.P.=4911.65STA. 18+29.38T.O.P.=4911.44(@ 0.3°)PROPOSED GROUNDEXISTING GROUND12" PVC12" PVC12" PVC12" PVC12" PVC15' x 4' BOX CULVERTTRIC CULVERT ASTA.=17+28.32INV.=4907.2015' x 4' BOX CULVERTLAKE CANAL CULVERT BSTA.=16+82.65INV.=4910.7324.77"30" RCP STORMSTA.=18+86.84INV.=4912.7218.00"60" WATERSTA.=17+74.90TOP=4908.558" PVC SANITARYSTA.=14+23.69INV.=4903.9518.00"WT1PLAN & PROFILE WATER LINE A25 NORTHLINEMATCH STA19+50 ( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25PROFILE SCALE:WATER LINE AWT3WT4WT2STAMATCH LINE SEE SHEET 19+50WT2 WT1 443.79LF12"PVCR=590.00'175.05LF12"PVCR=590.00'STA.=22+47.4712"x6" TEE w/TB1 - FH ASSEMBLY (SE)1 - 6" GV (SE)1 - 12" BFV (SW)354.09 LF 12" PVCN60°06'24"ESTA.=24+22.52END HORIZ.DEFLECTION54'FL - FL84' ROWSTORM DRAIN BSEE SHEET ST2WATER LINE A29' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALKLOT 10LOT 11SANITARY LINE ASEE SHEET SS21896-001_Water A48954900490549104915492049254930493548954900490549104915492049254930493519+5020+0021+0022+0023+0024+0025+00STA. 22+47.5 0.0° DEFLECTION T.O.P.=4915.22 PROPOSED GROUNDEXISTING GROUND12" PVCWT2PLAN & PROFILE WATER LINE A26 NORTHLINEMATCH S T A 2 5 + 0 0 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25LINEMATCHSTA19+50( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE ASTAMATCH LINE SEE SHEET 25+00WT3 STAMATCH LINE SEE SHEET 19+50WT1 WT3WT4WT2WT1 G W UD CARRIAGE PARKWAYVIXEN DRIVE575.84LF12"PVCR=610.00'STA. 27+76.6112"x8" CROSS w/ TB2 - 8" GV (SE, NW)1 - 12" BFV (SW)N:125160.48E:217716.79STA. 28+47.5912"x6" TEE w/ TB1 - 12" BFV (NE)1 - 6" GV (SE)1 - FH ASSEMBLY (SE)N:125195.86E:217778.3470.99 LF 12" PVCN60°06'24"E24.00 LF 12" PVCN60°06'24"ESTA.=28+71.60BEGIN HORIZ.DEFLECTIONCULVERT 1SEE SHEET ST7STORM DRAIN BSEE SHEET ST2WATER LINE A2SEE SHEET W9WATER LINE A2(E)SEE SHEET W9STA.=30+67.57BEGIN WATERLINELOWERINGSTA.=31+12.08END WATERLINELOWERING9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' S IDEWALK5' S IDEWALK 5' SIDEWALK 5' SIDEWALK POUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLS9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALKLOT 13LOT 10TRACT MTRACT N1896-001_Water A48954900490549104915492049254930493548954900490549104915492049254930493525+0026+0027+0028+0029+0030+0031+0032+0032+50STA. 30+66.445.2° DEFLECTIONT.O.P.=4920.14STA. 30+71.045.0° DEFLECTIONT.O.P.=4915.53STA. 31+08.445.0° DEFLECTIONT.O.P.=4915.53STA. 31+13.344.8° DEFLECTIONT.O.P.=4920.37 PROPOSED GROUNDEXISTING GROUND12" PVC36" RCP STORMSTA.=30+98.44INV.=4917.3736" RCP STORMSTA.=30+80.99INV.=4917.3336" RCP STORMSTA.=30+90.11INV.=4917.35WT3PLAN & PROFILE WATER LINE A27 NORTHLINEMATCHSTA32+50SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 LINE MATCH STA 25+00 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE ASTAMATCH LINE SEE SHEET 32+50WT4 STAMATCH LINE SEE SHEET 25+00WT2 WT3WT4WT2WT1 SSSSSSSS SS SS SSSSSSWWW CARRIAGE PARKWAY575.84LF12"PVCR=610.00'62.95 LF 12" PVCR=610.00'STA.=34+47.4312"x6" TEE w/TB1 - 12" BFV (N)1 - 6" GV (E)1 - FH ASSEMBLY (E)STA. 39+71.6211.25° BEND w/ TBN:126195.25E:218090.34381.19 LF 12" PVCN00°06'24"E80.04 LF 12" PVCN11°09'43"WSTA.=35+10.39END HORIZ.DEFLECTION84' ROW54'FL-FLSTA. 38+91.5811.25° BEND w/ TBN:126116.72E:218105.84CULVERT 1SEE SHEET ST79' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALKLOT 13LOT 12TRACT NSTA. 39+76.4212"x6" TEE w/ TB1 - 6" GV (W)1 - FH ASSEMBLY (W)N:126200.05E:218090.35STA. 39+97.24CONNECT TO EXISTING12" PVC WATER LINE1 - 12" BFV (ISOLATION VALVE)N:126220.87E:218090.38STORM DRAIN GSEE SHEET ST5SANITARY LINE ASEE SHEET SS3FOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINS1896-001_Water A49054910491549204925493049354940494549054910491549204925493049354940494532+5033+0034+0035+0036+0037+0038+0039+0040+0040+75STA. 34+47.4 0.0° DEFLECTION T.O.P.=4922.29 STA. 38+91.61.0° DEFLECTIONT.O.P.=4921.37STA. 39+97.2???° DEFLECTIONT.O.P.=4920.44139.8' DEF.STA. 37+12.66 T.O.P.=4923.79 STA. 38+52.51T.O.P.=4922.38 (@ 0.3°)12" PVC12" PVC12" PVCPROPOSED GROUNDEXISTING GROUND18" RCP STORMSTA.=39+90.02INV.=4916.26WT4PLAN & PROFILE WATER LINE A28 NORTHL I N EMA T C H S T A 3 2 + 5 0 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE ASTAMATCH LINE SEE SHEET 32+50WT3 WT3WT4WT2WT1 4895490049054910491549204925493049354895490049054910491549204925493049359+5010+0011+0012+0013+0014+0015+0016+0017+008" PVCSTA. 10+57.4 0.4° DEFLECTION T.O.P.=4910.88 STA. 15+11.2811.25° BENDT.O.P.=4913.23STA. 15+82.2322.50° BENDT.O.P.=4913.60STA. 16+53.1711.25° BENDT.O.P.=4913.97 STA. 10+00.00 12"x8" TEE w/TB CONNECT TO WATER LINE A 1 - 8" GV (W) 1 - 12" BFV (S) T.O.P.=4911.03 STA. 13+12.01 8"x6" TEE w/ TB 2 - 8" GV (E, W) 1 - 6" GV (N) 1 - FH ASSEBMLY (N) T.O.P.=4912.20 STA. 14+19.87 22.50° BEND T.O.P.=4912.76EXISTING GROUNDPROPOSED GROUND9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT84' ROW54'FL-FL77' ROW50'FL-FLSTREET ACARRIAGE PARKWAY 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK91.42 LF 8" PVCN67°29'52"W70.95 LF 8" PVCN56°14'51"W70.94 LF 8" PVCN33°44'51"W91.43 LF 8" PVCN22°29'51"W312.01 LF 8" PVCN89°59'51"W107.86 LF 8" PVCN89°59'42"W9' UTILITY EASEMENTWATER LINE ASEE SHEET WT1WATER LINE A1(E)SEE SHEET WT8LOT 4LOT 6LOT 2LOT 3LOT 5STA. 10+00.0012"x8" TEE w/TBCONNECT TO WATER LINE A1 - 8" GV (W)1 - 12" BFV (S)N:124102.75E:217113.81STA. 13+12.018"x6" TEE w/ TB2 - 8" GV (E, W)1 - 6" GV (N)1 - FH ASSEBMLY (N)N:124102.77E:216801.80STA. 14+19.8722.50° BEND w/ TBN:124102.78E:216693.94STA. 15+11.2811.25° BEND w/ TBN:124137.76E:216609.49STA. 15+82.2322.50° BEND w/ TBN:124177.19E:216550.49STA. 16+53.1711.25° BEND w/ TBN:124236.17E:216511.09STA. 17+44.6022.50° BEND w/ TBN:124320.64E:216476.10SANITARY LINE A2(W)SEE SHEET SS4WT5PLAN & PROFILE WATER LINE A1 (W)29NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINEMATCHSTA17+00WATER LINE A1 (W)STAMATCH LINE SEE SHEET 17+00WT6 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 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.CallRWT7WT6WT5 48954900490549104915492049254930493548954900490549104915492049254930493517+0018+0019+0020+0021+0022+0023+0024+0025+0025+508" PVC8" PVC8" PVC8" PVC8" PVCSTA. 18+82.4 0.6° DEFLECTION T.O.P.=4915.15 STA. 19+42.8 44.9° DEFLECTION T.O.P.=4914.86 STA. 19+51.7 45.0° DEFLECTION T.O.P.=4905.89 STA. 20+45.8 45.0° DEFLECTION T.O.P.=4905.89 STA. 20+52.6 45.3° DEFLECTION T.O.P.=4912.70 STA. 21+62.9 44.7° DEFLECTION T.O.P.=4911.74 STA. 21+68.0 45.0° DEFLECTION T.O.P.=4906.72 STA. 22+22.9 45.0° DEFLECTION T.O.P.=4906.72 STA. 22+27.6 44.8° DEFLECTION T.O.P.=4911.36 STA. 24+09.90.0° DEFLECTIONT.O.P.=4912.35 94.03 LFEXISTING14" STEEL CASING@ 0.00%EXISTING GROUNDPROPOSED GROUND15' x 4' BOX CULVERTSTA.=20+25.23INV.=4907.9815' x 4' BOX CULVERTSTA.=19+72.42INV.=4910.9936" RCP STORMSTA.=21+86.73INV.=4908.5536" RCP STORMSTA.=21+95.44INV.=4908.5836" RCP STORMSTA.=22+04.15INV.=4908.5860" WATERSTA.=20+72.72TOP=4909.5527"18"18"STA. 17+44.60 22.50° BEND T.O.P.=4914.44 STA. 18+82.36 8"x6" TEE w/TB 2 - 6" GV (E, S) 1 - FH ASSEMBLY (E) T.O.P.=4915.15 STA. 23+70.2011.25° BENDT.O.P.=4912.13STA. 24+09.9411.25° BENDT.O.P.=4912.35STA. 24+46.068"x6" TEE w/TB1 - 8" GV (SW)1 - 6" GV (SE)1 - FH ASSEMBLY (SE)T.O.P.=4912.56STA. 24+82.1711.25° BENDT.O.P.=4912.78 STA. 18+89.30 1 - 8" ARV T.O.P.=4915.12 STA. 22+68.8922.50° BEND T.O.P.=4911.58 STA. 21+62.93 BEGIN WATER LINE LOWERING T.O.P.=4911.74 STA. 22+27.55 END WATER LINE LOWERING T.O.P.=4911.35 STA. 19+42.77 BEGIN WATER LINE LOWERING T.O.P.=4914.86 STA. 20+52.58 END WATER LINE LOWERING T.O.P.=4912.70 STA. 21+07.50 8" ARV T.O.P.=4912.2336" RCP STORMSTA.=21+78.02INV.=4909.0536" RCP STORMSTA.=22+12.86INV.=4908.58END 14'' STEEL CASINGSTA 20+45.77N: 124621.81E: 216476.09W W W W W W W W UD UD UD UD UD 9' UTILITY EASEMENT9' UTILITY EASEMENT50'FL -FL77' ROW5' SIDEWALK5' SIDEWALKSTREET AS T R E E T A5' S IDEWALK 5' S IDEWALK L A K E C A N A L T R I C C A N A L 91. 4 2 L F 8 " P V C N67 ° 2 9 ' 5 2 " W 70 . 9 5 L F 8 " P V C N 5 6 ° 1 4 ' 5 1 " W70.94 LF 8" PVCN33°44'51"W91.43 LF 8" PVCN22°29'51"W137.75 LF 8" PVCN00°00'23"W101.32 LF 8" PVCN23°26'23"E39.74 LF 8" PVCN35°38'05"E36.11 LF 8" PVCN47°49'47"E36.11 LF 8" PVCN47°49'47"ESTA. 24+82.1711.25° BEND w/ TBN:125018.67E:216593.09STA. 24+46.068"x6" TEE w/ TB1 - 8" GV (SW)1 - 6" GV (SE)1 - FH ASSEMBLY (SE)N:124994.43E:216566.32LAKE CANAL CULVERT CSEE SHEETLC3TRIC CULVERT BSEE SHEET TRIC1POND CULVERT 2SEE SHEET ST7LOT 1LOT 8LOT 10TRACT FBEGIN 14'' STEEL CASINGSTA 19+51.74N: 124527.78E: 216476.09STA. 15+11.2811.25° BEND w/ TBN:124137.76E:216609.49STA. 15+82.2322.50° BEND w/ TBN:124177.19E:216550.49STA. 16+53.1711.25° BEND w/ TBN:124236.17E:216511.09STA. 17+44.6022.50° BEND w/ TBN:124320.64E:216476.10STA. 23+70.2011.25° BEND w/ TBN:124937.88E:216516.40STA. 24+09.9411.25° BEND w/ TBN:124970.18E:216539.56STA. 18+82.368"x6" TEE w/ TB2 - 6" GV (E, S)1 - FH ASSEMBLY (E)N:124458.40E:216476.09STA. 18+89.301 - 8" ARVN:124465.34E:216476.09SANITARY LINE A2(W)SEE SHEET SS4EXISTING 60"GREELEY WATER LINESTA. 19+42.77BEGIN WATERLINE LOWERINGN:124518.81E:216476.09STA. 20+52.58END WATERLINE LOWERINGN:124628.62E:216476.09STA. 21+07.508" ARVN:124683.54E:216476.09STA. 21+62.93END WATERLINE LOWERINGN:124738.97E:216476.10STA. 22+27.55END WATERLINE LOWERINGN:124803.59E:216476.10STA. 22+68.8922.50° BEND w/ TBN:124844.93E:216476.10WT6PLAN & PROFILE WATER LINE A1 (W)30NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE A1 (W)STAMATCH LINE SEE SHEET 25+50WT7 STAMATCH LINE SEE SHEET 17+00WT5 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 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.CallRLINEMATCHSTA17+00LINEMATCH STA25+50WT7WT6WT5 48954900490549104915492049254930493548954900490549104915492049254930493525+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+008" PVCSTA. 33+00.00.4° DEFLECTIONT.O.P.=4917.73STA. 35+16.0???° DEFLECTIONT.O.P.=4920.49 STA. 29+56.19 8"x6" TEE w/TB 1 - 8" GV (SW) 1 - 6" GV (SE) 1 - FH ASSEMBLY (SE) T.O.P.=4915.65 STA. 35+16.028"x8" TEE w/TBCONNECT TOWATER LINE A22 - 8" GV (SW, SE)T.O.P.=4920.49 8" PVC8" PVC SANITARYSTA.=35+06.01INV.=4910.749' UTILITY EASEMENT9' UTILITY EASEMENT77' ROW50'FL-FL5' SIDEWALK5' SIDEWALKSTREET A474.02 LF 8" PVCN60°01'35"E559.83 LF 8" PVCN60°01'35"EWATER LINE A2SEE SHEET W9LOT 8LOT 10LOT 9STA. 29+56.198"x6" TEE w/ TB1 - 8" GV (SW)1 - 6" GV (SE)1 - FH ASSEMBLY (SE)N:125255.49E:217003.71STA. 35+16.028"x8" TEE w/ TBCONNECT TOWATER LINE A22 - 8" GV (SW, SE)N:125535.18E:217488.66SANITARY LINE A2(W)SEE SHEET SS4WT7PLAN & PROFILE WATER LINE A1 (W)31NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE A1 (W)STAMATCH LINE SEE SHEET 25+50WT6 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRLINE MATCH STA 25+50 WT7WT6WT5 48954900490549104915492049254930489549004905491049154920492549309+5010+0011+0012+0013+0014+0014+508" PVC8" PVC8" PVCSTA. 12+00.0 0.7° DEFLECTION T.O.P.=4910.62 STA. 13+18.5 45.0° DEFLECTION T.O.P.=4908.34 STA. 13+54.3 45.0° DEFLECTION T.O.P.=4908.34 STA. 13+57.9 45.0° DEFLECTION T.O.P.=4912.00 STA. 12+78.5 0.4° DEFLECTION T.O.P.=4911.39 STA. 13+15.3 45.1° DEFLECTION T.O.P.=4911.50 STA. 10+00.0012"x8" CROSS w/MRJ1 - 12" BFV (S)2 - 8" GV (W, E)T.O.P.=4911.03 STA. 13+15.29 <edit>° BEND T.O.P.=4911.50 STA. 13+57.92 <edit>° BEND T.O.P.=4912.00 STA. 13+73.60 <edit>° BEND T.O.P.=4912.0015' x 4' BOX CULVERTSTA.=13+36.36INV.=4910.4335.81 LFEXISTING14" STEEL CASING@ 0.00%PROPOSED GROUNDEXISTING GROUND18"9' UTILITY EASEMENT 9' UTILITY EASEMENT84' ROW54'FL-FL77' ROW50'FL-FLSTREET ACARRIAGE PARKWAY 5' SIDEWALK5' SIDEWALK 5' SIDEWALK LAKE CAN A L STA. 10+00.0012"x8" CROSS w/MRJ1 - 12" BFV (S02 - 8" GV (W, E)N:124102.75E:217113.81WATER LINE ASEE SHEET WT1LAKE CANAL CULVERT ASEE SHEET LC1PROPOSED 50'LAKE CANAL EASEMENT30' UTILITYEASEMENTSTA. 13+15.29BEGIN WATERLINE LOWERINGN:124100.68E:217429.09STA. 13+57.92END WATERLINE LOWERINGN:124100.40E:217471.72STA. 13+73.608" STUB1 - 8" GV (E)8"x6" REDUCER (E)1 - FH ASSEMBLY (E)N:124100.30E:217487.40BEGIN 14'' STEEL CASING (A1(E))STA 13+18.45N: 124100.66E: 217432.25END 14'' STEEL CASING (A1(E))STA 13+54.26N: 124100.43E: 217468.06TEMPORARYFIRE HYDRANTLOT 5LOT 7LOT 6WT8PLAN & PROFILE WATER LINE A1(E)32NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE A1(E)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 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.CallRWT8 4900490549104915492049254930493549404900490549104915492049254930493549409+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018" RCP STORMSTA.=10+24.32INV.=4917.94STA. 10+35.3 44.8° DEFLECTION T.O.P.=4918.28 STA. 10+33.3 45.0° DEFLECTION T.O.P.=4916.23 STA. 10+13.3 45.0° DEFLECTION T.O.P.=4918.28 STA. 10+15.4 45.0° DEFLECTION T.O.P.=4916.23 STA. 10+00.00 CONNECT TO WATER LINE A 12"x8" CROSS w/MRJ 1 - 12" BFV (SW) 2 - 8" GV (NW, SE) T.O.P.=4918.28 STA. 10+13.31 BEGIN WATER LINE LOWERING T.O.P.=4918.28 STA. 10+35.33 END WATER LINE LOWERING T.O.P.=4918.28 STA. 14+38.69CONNECT TO WATERLINE A1 (E)8"x8" TEE w/TB2 - 8" GV (SE, SW)T.O.P.=4920.49STA. 15+63.868"x6" TEE wTB2 - 8" GV (NW, SE)1 - 6" GV (NE)1 - FH ASSEMBLY (NE)BEGIN HORIZ.DEFLECTIONT.O.P.=4921.17STA. 17+44.70END HORIZ.DEFLECTIONT.O.P.=4922.16 EXISTING GROUNDPROPOSED GROUND18"8" PVC SANITARYSTA.=10+10.32INV.=4908.45GWUD 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 5' SIDEWALK5' SIDEWALKSTREET A CARRIAGE PARKWAYVIXEN DRIVESTA.=15+63.868"x6" TEE w/TB1 - 8" GV (SE)1 - 6" GV (NE)1 - FH ASSEMBLY (NE)BEGIN HORIZ.DEFLECTIONSTA.=17+44.70END HORIZ.DEFLECTION1 - FH ASSEMBLY (NE)125.17 LF 8" PVCN31°20'04"W180.84LF8"PVCR=460.00'STA. 10+00.00CONNECT TOWATER LINE A12"x8" CROSS w/MRJ1 - 12" BFV (SW)2 - 8" GV (NW, SE)N:125160.48E:217716.79STORM DRAIN BSEE SHEET ST2WATER LINE A1SEE SHEET WT7WATER LINE ASEE SHEET WT3STA. 14+38.69CONNECT TO WATERLINE A1 (E)8"x8" TEE w/ TB2 - 8" GV (SE, SW)N:125535.18E:217488.66403.36 LF 8" PVCN31°20'04"WLOT 9LOT 10LOT 12GWCARRIAGE PARKWAY 28.60 LF 8" PVCS29°40'21"ESTA. 10+00.00CONNECT TOWATER LINE A12"x8" CROSS w/MRJ1 - 12" BFV (SW)2 - 8" GV (NW, SE)N:125160.48E:217716.79STA. 10+28.60CONNECT TO EXISTING8" WATER LINE STUBN:125135.62E:217730.95WATER LINE ASEE SHEET WT34900490549104915492049254930493549404900490549104915492049254930493549409+5010+0011+00STA. 10+00.00 CONNECT TO WATER LINE A 12"x8" CROSS w/MRJ 1 - 12" BFV (SW) 2 - 8" GV (NW, SE) T.O.P.=4918.28 STA. 10+28.60 CONNECT TO EXISTING 8" WATER LINE STUB T.O.P.=4918.288" PVCEXISTING GROUNDPROPOSED GROUNDWT9PLAN & PROFILE WATER LINE A2 & A2(E)33NORTHPROFILE SCALE:WATER LINE A2STAMATCH LINE SEE SHEET 18+00WT10 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 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( IN FEET )1 inch = ft.Feet0505050100150LINEMATCHSTA18+00PROFILE SCALE:WATER LINE A2(E)WT9WT10 49004905491049154920492549304935494049004905491049154920492549304935494018+0019+0020+0021+0022+0023+0024+0024+508" PVC8" PVCSTA. 23+26.644.7° DEFLECTIONT.O.P.=4920.82STA. 23+30.045.0° DEFLECTIONT.O.P.=4917.39STA. 23+48.045.0° DEFLECTIONT.O.P.=4917.39STA. 23+51.145.0° DEFLECTIONT.O.P.=4920.48STA. 23+54.7???° DEFLECTIONT.O.P.=4920.48 STA. 21+36.55 11.25° BEND T.O.P.=4922.77 STA. 22+22.50 22.50° BEND T.O.P.=4921.89 STA. 19+03.89 8"x6" TEE wTB 1 - 8" GV (SE) 1 - 6" GV (NE) 1 - FH ASSEMBLY (NE) T.O.P.=4923.03 STA. 20+68.67 11.25° BEND T.O.P.=4923.47 STA. 21+75.78 11.25° BEND T.O.P.=4922.37 STA. 23+54.71CONNECT TO EXISTING8" WATER LINE STUB8"x6" TEE w/TB1 - 8" GV (N)1 - 6" GV ( E)1 - FH ASSEMBLY (E)T.O.P.=4920.48 54.7' DEF.STA. 20+11.96 T.O.P.=4923.62 STA. 20+66.61 T.O.P.=4923.49 (@ 0.3°)EXISTING GROUNDPROPOSED GROUND18" RCP STORMSTA.=23+39.01INV.=4919.10SS SS SSE 9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT71' ROW44'FL-FL5' S IDEWALK 5' S IDEWALK VIXEN DR IVE STA.=17+44.70END HORIZ.DEFLECTIONSTA. 19+03.898"x6" TEE w/ TB1 - 8" GV (SE)1 - 6" GV (NE)1 - FH ASSEMBLY (NE)N:125868.25E:217173.4067.87 LF 8" PVCN43°06'32"W46.72 LF 8" PVCN21°36'32"W159.19 LF 8" PVCN53°51'32"W164.78 LF 8" PVCN53°51'32"W1STA. 20+68.6711.25° BEND w/ TBN:125965.43E:217040.32STA. 21+36.5511.25° BEND w/ TBN:126014.98E:216993.94STA. 22+22.5022.50° BEND w/ TBN:126091.56E:216955.74STA. 21+75.7811.25° BEND w/ TBN:126048.12E:216972.9439.23 LF 8" PVCN32°21'32"W132.22 LF 8" PVCN00°21'25"ESTA. 23+54.71CONNECT TO EXISTING8" WATER LINE STUB8"x6" TEE w/ TB1 - 8" GV (N)1 - 6" GV (E)1 - FH ASSEMBLY (E)N:126223.77E:216956.56STORM DRAIN FSEE SHEET ST5WT10PLAN & PROFILE WATER LINE A234 NORTHPROFILE SCALE:WATER LINE A2STAMATCH LINE SEE SHEET 18+00WT9 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 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( IN FEET )1 inch = ft.Feet0505050100150LINEMATCHSTA18+00WT9WT10 FESCONTROLIRRCONTROLIRRV.P.FESVAULTF.O.ELECHYDW EEEWWEEEEEEEFOGGGELECEEEEEEEEE EE E E EEEEEEEELECELECELECELECELECFOVAULTF.O.VAULTF.O.FOFOFOFOFOFOFOFOFOFOFOWEEEEEEEEGGGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STA. 16+55.75END WATERLINE LOWERINGN:123585.75E:217406.20GGGGGGGGNPNPNPNPNPNPNPNPUDUDUDUDUDUDXCCWT6' SIDEWALKEXISTING 30' UTILITYEASEMENTPROSPECT ROAD15' UTILITY EASEMENT16.78 LF 12" PVCS89°51'49"E183.99 LF 12" PVCS89°51'49"E39.00 LF 12" PVCS89°53'13"E119.74 LF 12" PVCS46°06'09"E129.06 LF 12" PVCS89°23'34"ESTA. 10+00.00CONNECT TO EXISTING12" WATER LINE1 - BFV (E)N:123670.77E:216783.92STA. 11+29.06CONNECT TO WATER LINE B1SEE SHEET WT212"x12" TEE w/ TB2 - 12" BFV (W, S)N:123669.40E:216912.97STA. 11+45.8512"x6" TEE w/ TB1 - 12" BFV (E)1 - 6" GV (S)1 - FH ASSEMBLY (S)N:123669.36E:216929.75STA. 13+29.84CONNECT TO WATERLINE ASEE SHEET WT312"x12" TEE w/ TB2 - 12" BFV (W, N)N:123668.93E:217113.75STA. 13+68.8445.00° BEND w/ TBN:123668.85E:217152.75STA. 14+88.5845.00° BEND w/ TBN:123585.82E:217239.03RE-CONNECT WATER SERVICE TOPROPOSED 12" WATER LINEN:123557.60E:217358.429' UTILITY EASEMENT 5' SIDEWALK 6' SIDEWALKRE-CONNECT WATER SERVICE TOPROPOSED 12" WATER LINEN:123558.91E:217529.846' SIDEWALKWATER LINE B1SEE SHEET WT12STORM DRAIN CSEE SHEET ST3LAKE CANAL CULVERT ASEE SHEET LC1PROPOSED 50'IRRIGATION EASEMENTEND 20'' STEEL CASING BSTA 16+53.23N: 123585.78E: 217403.68BEGIN 20'' STEEL CASING BSTA 16+17.37N: 123585.79E: 217367.82STA. 16+10.3012"x6" TEE w/ TB1 - 12" BFV (W)1 - 6" GV (N)1 - FH ASSEMBLY (N)N:123585.79E:217360.75STA. 16+14.86BEGIN WATERLINE LOWERINGN:123585.76E:217365.31STORM DRAIN ESEE SHEET ST4LOT 7LOT 6LOT 2LOT 34890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0017+0018+0012" PVC12" PVC12" PVC12" PVC12" PVC12" PVC12" PVCSTA. 11+29.10.6° DEFLECTIONT.O.P.=4905.19 STA. 13+68.8 0.6° DEFLECTION T.O.P.=4908.11 STA. 16+14.9 45.1° DEFLECTION T.O.P.=4911.00 STA. 16+17.4 45.0° DEFLECTION T.O.P.=4908.49 STA. 16+53.2 45.0° DEFLECTION T.O.P.=4908.49 STA. 16+55.7 45.1° DEFLECTION T.O.P.=4911.00 STA. 17+17.4 0.4° DEFLECTION T.O.P.=4910.65 STA. 11+45.8512"x6" TEE w/ TB1 - 12" BFV (E)1 - 6" GV (S)1 - FH ASSEMBLY (S)T.O.P.=4905.40 STA. 13+29.84 CONNECT TO WATERLINE A 12"x12" TEE w/ TB 2 - 12" BFV (W, N,) T.O.P.=4907.63 STA. 13+68.84 45.00° BEND T.O.P.=4908.11 STA. 14+88.58 45.00° BEND T.O.P.=4910.54 STA. 10+00.00CONNECT TO EXISTING12" WATER LINE1 - 12" BFV (E)T.O.P.=4905.00STA. 11+29.06CONNECT TO WATER LINE B112"x12" TEE w/ TB2 - 12" BFV (W, S)T.O.P.=4905.19 STA. 16+55.75 END WATER LINE LOWERING T.O.P.=4911.00 STA. 16+10.30 12"x6" TEE w/TB 1 - 12" BFV (W) 1 - 6" GV (N) 1 - FH ASSEMBLY (N) T.O.P.=4910.99 STA. 16+14.86 BEGIN WATER LINE LOWERING T.O.P.=4911.0076.1' DEF.STA. 14+50.55 T.O.P.=4909.89 STA. 15+26.62 T.O.P.=4910.81(@ 0.3°)18" PVC SANITARYSTA.=13+03.67INV.=4896.12EXISTING GROUNDPROPOSED GROUND35.86 LF20" STEEL CASING15'x4' CONRETEBOX CULVERTSTA.=16+35.30INV.=4910.32WT11PLAN & PROFILE WATER LINE B35 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINE MATCH STA 18+00WATER LINE BSTAMATCH LINE SEE SHEET 18+00WT12 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 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.CallRWT11WT12 EEEEEEEEEEFESFES HYDELECF.O.ELECFOF.O.F.O.F.O.F.O.MH2OFOMFOFOFOFOFOFOFOFOFOFOFOFO WWWWWWWEEEEEEEEE/ / / / / / / // / / / / / / /GGGGGGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXCOHU 15' UTILITY EASEMENTPROSPECT ROADRE-CONNECT WATER SERVICE TOPROPOSED 12" WATER LINEN:123560.20E:217711.51STA. 18+57.1112"x8" TEE w/ TB1 - 12" BFV (W)1 - 8" STUB (N)1 - 8" GV (N)8"x6" REDUCER (N)1 - FH ASSEMBLY (N)N:123585.73E:217607.57STA. 21+23.07CONNECT TO EXISTING12" WATER LINE1 - 12" BFV (E)N:123585.67E:217873.52LOT 748904895490049054910491549204925493048904895490049054910491549204925493018+0019+0020+0021+0022+0012" PVC12" PVCSTA. 18+57.1112"x8" TEE w/TB1 - 12" BFV (W)1 - 8" STUB (N)1 - 8" GV (N)8"x6" REDUCER (N)1 - FH ASSEMBLY (N)T.O.P.=4908.86STA. 21+23.07CONNECT TO EXISTING12" WATER LINE1 - 12" BFV (E)T.O.P.=4909.5349.3' DEF.STA. 18+60.51T.O.P.=4908.82STA. 19+09.78T.O.P.=4908.61(@ 0.4°)EXISTING GROUNDPROPOSED GROUNDFESFESVAULTF.O.ELECHYD GASW W EEEWWEE EEEEEEG/ / / / / / / // / / / / / / / X FO FO FOGGGEEE E E EEEEEVAULTF.O.VAULTF.O.FO/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGNPNPNPNPNPUDUDUDUDPROSPECT ROADSTA. 10+00.00CONNECT TO WATER LINE BSEE SHEET WT212"x12" TEE w/ TB2 - 12" BFV (W, S)N:123669.40E:216912.97STA. 13+05.98CONNECT TO EXISTING6" WATER LINE1 - 12" BFV (W)12"x6" REDUCER (E)N:123499.13E:217048.689' UTILITY EASEMENT 5' SIDEWALK6' SIDEWALKWATER LINE BSEE SHEET WT11STORM DRAIN CSEE SHEET ST3LOT 3STA. 11+70.2512"x12" TEE w/ TB1 - 12" BFV (N)12"x6" REDUCER (S)1 - FH ASSEMBLY (S)N:123499.16E:216912.944890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0013+50STA. 11+60.1 0.1° DEFLECTION T.O.P.=4903.97 STA. 10+00.00 CONNECT TO WATER LINE B 12"x12" TEE w/ TB 2 - 12" BFV (W, S) T.O.P.=4903.50 STA. 13+05.98 CONNECT TO EXISTING 6" WATER LINE 1 - 12" BFV (W) 12"x6" REDUCER (E) T.O.P.=4904.08 STA. 11+70.25 12"x12" TEE w/TB 1 - 12" BFV (N) 12"x6" REDUCER (S) 1 - FH ASSEMBLY (S) T.O.P.=4903.9812" PVCEXISTING GROUND12" PVCPROPOSED GROUND42" RCP STORMSTA.=10+16.90INV.=4905.7321.12"WT12PLAN & PROFILE WATER LINE B & B136 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINEMATCH STA18+00WATER LINE BSTAMATCH LINE SEE SHEET 18+00WT11 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.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 GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 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.CallRWT11WT12WATER LINE B1PROFILE SCALE: GGGGGNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPUDUDUDUDUDUDEEE EEEEEEWWWWWWWWWSSMH A4STA 18+76.66N: 124578.93E: 217102.34SSMH A2 (DROP MANHOLE)STA 13+90.48N: 124092.76E: 217102.40EX SSMH ASTA 10+00.00N: 123702.78E: 217087.96SSMH A1STA 12+51.78N: 123954.07E: 217103.79211.90 LF 12" PVC @ 3.00%138.70 LF18" PVC@ 0.15%251.78 LF 18" PVC @ 0.15%117.00ROW90.00FL-FL93.00ROW66.00FL-FL84.00ROW54.00FL-FL9' UTILITY EASEMENTSANITARY SEWER A2SEE SHEET SS4EXISTING CITY OFGREELEY 60" WATERLINE40 CITY OF GREELEYWATERLINE EASEMENTSTREET ACARRIAGE PARKWAY9' UTILITY EASEMENT12" PVC WATERLAKE CANAL TIMNATH RE S E R V O I R INLET CANALTRIC CULVERT ASEE SHEET TRIC1LAKE CANAL CULVERT BSEE SHEET LC3SSMH A5STA 20+88.55N: 124776.94E: 217177.78POND OUTLET 2SEE SHEET ST6STORM DRAIN BSEE SHEET ST2STORM DRAIN ASEE SHEET ST1STORM DRAIN CSEE SHEET ST3WATER LINE ASEE SHEET WT1 - WT3A2 BEGIN 24'' STEEL CASINGINV. IN=4897.17 (N)N:124333.28E:217102.37A2 END 24'' STEEL CASINGINV. OUT=4897.29 (S)N:124417.24E:217102.3655.00 LF 18" PVC @ 0.15%TRACT GLOT 4LOT 3TRACT FLOT 5TRACT JTRACT KLOT 6159.52 LF18" PVC@ 0.15%SSMH A3STA 15+50.00N: 124252.28E: 217102.38326.66 LF 18" PVC @ 0.15%4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00EX SSMH ASTA 10+00.00RIM 4913.1±INV. IN 4896.27 (N)INV. OUT 4896.17 (S)251.78 LF 18" PVC @ 0.15%SSMH A1STA 12+51.78RIM 4914.9±INV. IN 4896.75 (N)INV. OUT 4896.65 (S)138.70 LF 18" PVC @ 0.15%SSMH A2 (DROP MANHOLE) STA 13+90.48 RIM 4916.1± INV. IN 4897.06 (N) INV. IN 4897.31 (W) INV. IN 4903.89 (E) INV. OUT 4896.96 (S) SSMH A4 STA 18+76.66 RIM 4918.2± INV. IN 4898.00 (N) INV. OUT 4897.79 (S)EXISTING GROUNDPROPOSED GROUND211.90 LF 12" PVC @ 3.00%8" PVC WATERSTA.=14+00.48TOP=4910.704.29'8.31'EXISTING 60" CITY OFGREELEY WATERLINEEXISTING LAKECANALEXISTING TRI CANALPROPOSED BOXCULVERT BY OTHERSPROPOSED BOXCULVERT BY OTHERS326.66 LF 18" PVC @ 0.15%83.96 LF 24" STEEL CASING @ 0.15%15' x4' RCBSTA.=16+95.93INV.=4907.2215' x4' RCBSTA.=16+50.03INV.=4910.74159.52 LF 18" PVC @ 0.15%18" PVCSTA.=13+90.48INV.=4897.06SSMH A3 STA 15+50.00 RIM 4918.1± INV. IN 4897.30 (N) INV. OUT 4897.30 (S)30" RCPSTA.=18+55.68INV.=4912.38SSMH A5 STA 20+88.55 RIM 4919.4± INV. IN 4904.56 (NE) INV. OUT 4904.36 (S)SS1PLAN & PROFILE SANITARY LINE A37 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:L INEMATCH STA2 1 + 0 0SANITARY LINE ASTAMATCH LINE SEE SHEET 21+00 SS2 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATERPROPOSED WATER LINEPROPOSED 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 PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.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 LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPCALL 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.CallRSS1SS2SS3NORTH NPUDUDUDUDUDUDUDGGWWSSMH A9STA 31+17.37N: 125392.51E: 217986.62SSMH A8STA 29+40.22N: 125263.99E: 217864.69SSMH A7STA 27+50.00N: 125164.01E: 217702.88SSMH A6STA 23+00.16N: 124939.81E: 217312.88177.15 LF 8" PVC @ 1.00%190.21 LF8" PVC@ 0.50%449.84 LF 12" PVC @ 0.50%211.61 LF 12" PVC @ 0.50%84.00ROW54.00FL-FLCARRIAGE PARKWAYCARRIAGE PARKWAYVIXEN D R I V E SANITARY SEWER A6SEE SHEET SS884.00ROW54.00FL-FL9' UTILITY EASEMENT9' UTILITY EASEMENT12" PVC WATERSTORM DRAIN BSEE SHEET ST2WATER LINE ASEE SHEET WT1 - WT3WATER LINE ASEE SHEET WT1POND CULVERT 1SEE SHEET ST7LOT 10LOT 11LOT 12TRACT M48954900490549104915492049254930493548954900490549104915492049254930493521+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+00EXISTING GROUNDPROPOSED GROUNDSSMH A6STA 23+00.16RIM 4920.7±INV. IN 4905.82 (NE)INV. OUT 4905.62 (SW)449.84 LF 12" PVC @ 0.50%SSMH A7 STA 27+50.00 RIM 4923.6± INV. IN 4908.40 (NE) INV. IN 4908.40 (NW) INV. OUT 4908.07 (SW)190.21 LF 8" PVC @ 0.50%SSMH A8 STA 29+40.22 RIM 4924.7± INV. IN 4909.55 (NE) INV. OUT 4909.35 (SW)177.15 LF 8" PVC @ 1.00%SSMH A9 STA 31+17.37 RIM 4925.8± INV. IN 4911.52 (NE) INV. OUT 4911.32 (SW)211.61 LF 12" PVC @ 0.50%8" PVC WATERSTA.=27+60.06TOP=4916.23180.38 LF 8" PVC @ 0.50%36" RCP STORMSTA.=30+71.13INV.=4917.2636" RCP STORMSTA.=30+53.10INV.=4917.20SS2PLAN & PROFILE SANITARY LINE A38 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINEMATCHSTA32+00SANITARY LINE ASTAMATCH LINE SEE SHEET 32+00 SS3 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATERPROPOSED WATER LINEPROPOSED 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 PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.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 LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPLINEMATCHSTA21+00STAMATCH LINE SEE SHEET 21+00 SS1 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.CallRSS2SS1SS3 NPNPNPNPNPNPNPNPNPNPNPNPNPNPUDSSMH A12STA 38+08.78N: 126062.96E: 218095.74SSMH A11STA 34+81.37N: 125735.54E: 218095.13SSMH A10STA 32+97.75N: 125554.14E: 218066.69327.42 LF 8" PVC @ 0.50%183.61 LF 8" PVC @ 0.50%180.38 LF 8" PVC @ 0.50%177.15 LF 8" PVC @ 1.00%CARRIAGE PARKWAY84.00ROW54.00FL-FL10' UTILITY EASEMENT9' UTILITY EASEMENT12" PVC WATERWATER LINE ASEE SHEET WT1 - WT3POND CULVERT 1SEE SHEET ST7LOT 13LOT 1249004905491049154920492549304935494049004905491049154920492549304935494032+0033+0034+0035+0036+0037+0038+0039+00EXISTING GROUNDPROPOSED GROUNDSSMH A10STA 32+97.75RIM 4926.9±INV. IN 4912.62 (N)INV. OUT 4912.42 (SW)183.61 LF 8" PVC @ 0.50%SSMH A11 STA 34+81.37 RIM 4928.0± INV. IN 4913.74 (N) INV. OUT 4913.54 (S)327.42 LF 8" PVC @ 0.50%SSMH A12 STA 38+08.78 RIM 4928.6± INV. OUT 4915.38 (S)180.38 LF 8" PVC @ 0.50%SS3PLAN & PROFILE SANITARY LINE A39 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINEMATCH STA32+00 SANITARY LINE ASheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATERPROPOSED WATER LINEPROPOSED 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 PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.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 LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPSTAMATCH LINE SEE SHEET 32+00 SS2 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.CallRSS1SS2SS3NORTH NPNPNPNPNPNPNPNPNPNPNPNPSSMH A2W-3STA 15+92.46N: 124294.66E: 216466.10SSMH A2W-2STA 14+64.04N: 124166.25E: 216539.57SSMH A2W-1STA 13+90.55N: 124092.77E: 216667.98434.42 LF 15" PVC @ 0.15%147.94 LF 15" PVC @ 0.15%147.94 LF 15" PVC @ 0.15%50.00FL-FLLAKE CANALSTREET ACARRIAGE PARKWAY9' UTILITY EASEMENT9' UTILITY EASEMENT77.00ROW8" PVC WATER8" PVC WATER8" PVC WATERSANITARY SEWER A (E)SEE SHEET SS7LAKE CANAL CULVERT BSEE SHEET LC3WATER LINE ASEE SHEET WT1WATER LINE A1SEE SHEET WT5WATER LINE A1 (E)SEE SHEET WT8SANITARY SEWER ASEE SHEET SS1SSMH A2 (DROP MANHOLE)STA 13+90.48N: 124092.76E: 217102.404890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0017+0018+00EXISTING GROUNDPROPOSED GROUND434.42 LF 15" PVC @ 0.15%SSMH A2W-1 STA 13+90.55 RIM 4918.2± INV. IN 4898.06 (NW) INV. OUT 4897.96 (E)147.94 LF 15" PVC @ 0.15%SSMH A2W-2STA 14+64.04RIM 4919.0±INV. IN 4898.38 (NW)INV. OUT 4898.28 (SE)147.94 LF 15" PVC @ 0.15%SSMH A2W-3STA 15+92.46RIM 4919.8±INV. IN 4898.70 (N)INV. OUT 4898.60 (SE) SSMH A2 (DROP MANHOLE) STA 13+90.48 RIM 4916.1± INV. IN 4897.06 (N) INV. IN 4897.31 (W) INV. IN 4903.89 (E) INV. OUT 4896.96 (S)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SS4PLAN & PROFILE SANITARY LINE A2 (W)40NORTH( IN FEET )1 inch = ft.Feet0505050100150SSA4SSA5SSA6PROFILE SCALE:LINEMATCHSTA18+00SANITARY LINE A2 (W)SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING WATERPROPOSED WATER LINEPROPOSED 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 PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.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 LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPSTAMATCH LINE SEE SHEET 18+00 SS5 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 48904895490049054910491549204925493048904895490049054910491549204925493018+0019+0020+0021+0022+0023+0024+0025+00EXISTING GROUNDPROPOSED GROUND3.94'7.04'EXISTING 60" CITY OFGREELEY WATERLINE400.00 LF 15" PVC @ 0.15%SSMH A2W-4 STA 18+76.66 RIM 4917.4± INV. IN 4899.88 (N) INV. OUT 4899.30 (S)151.99 LF 8" PVC @ 3.00%SSMH A2W-5 STA 19+00.29 RIM 4916.6± INV. IN 4904.64 (N) INV. OUT 4904.44 (S)97.01 LF 8" PVC @ 0.50%SSMH A2W-6STA 19+97.30RIM 4917.1±INV. IN 4905.33 (NE)INV. OUT 4905.13 (S)97.01 LF 8" PVC @ 0.50%94.93 LF 24" STEEL CASING @ 0.15%15' x4' RCBSTA.=20+44.17INV.=4907.9915' x4' RCBSTA.=19+91.70INV.=4910.99SSMH A2W-7STA 20+88.55RIM 4917.7±INV. IN 4906.02 (NE)INV. OUT 4905.82 (SW)36" RCPSTA.=22+29.62INV.=4908.6336" RCPSTA.=21+94.78INV.=4909.15W W W W W W W W W W N P N P N P N P NP NPNPNPNPNPN P N P NP NP N P N P N P N P N P N P N P N P N P NP UD UD UD UD UD UD UDSSMH A2W-5STA 19+00.29N: 124846.65E: 216466.08SSMH A2W-7STA 20+88.55N: 125012.10E: 216561.68SSMH A2W-6STA 19+97.30N: 124937.79E: 216499.32400.00 LF 15" PVC @ 0.15%97.01 LF 8" PVC @ 0.50%97.01 LF 8" PVC @ 0.50%151.99 LF8" PVC@ 3.00%EXISTING CITY OFGREELEY 60" WATERLINE40 CITY OF GREELEYWATERLINE EASEMENTSTREET AL A K E C A N A L TI M N A T H R E S E R V O I R I N L E T C A N A L 50.00FL-FL77.00ROW9' UTILITY EASEMENT9' UTILITY EASEMENT8" PVC WATER8" PVC WATERWATER LINE A1SEE SHEET WT6LAKE CANAL CULVERT CSEE SHEET LC3TRIC CULVERT BSEE SHEET TRIC1A2 (W) BEGIN 24'' STEEL CASINGINV. IN=4898.69 (N)N:124534.75E:216466.10A2 (W) END 24'' STEEL CASINGINV. OUT=4898.83 (S)N:124629.68E:216466.0994.93 LF 24" STEEL CASING @ 0.15%POND CULVERT 2SEE SHEET ST7SS5PLAN & PROFILE SANITARY LINE A2 (W)41NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINE MATCH STA 18+00SANITARY LINE A2 (W)STAMATCH LINE SEE SHEET 18+00 SS4 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATERPROPOSED WATER LINEPROPOSED 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 PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.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 LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPSSA6SSA5SSA4LINEMATCH STA25+00STAMATCH LINE SEE SHEET 25+00 SS6 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 48904895490049054910491549204925493048904895490049054910491549204925493025+0026+0027+0028+0029+0030+0030+50EXISTING GROUNDPROPOSED GROUND500.00 LF 8" PVC @ 0.50%SSMH A2W-8STA 23+00.16RIM 4920.8±INV. OUT 4908.52 (SW) UD UD UD UD UDSSMH A2W-8STA 23+00.16N: 125261.90E: 216994.80SSMH A2W-5STA 19+00.29N: 124846.65E: 216466.08500.00 LF 8" PVC @ 0.50%STREET A50.00FL-FL77.00ROW9' UTILITY EASEMENT9' UTILITY EASEMENT8" PVC WATER8" PVC WATERWATER LINE A1SEE SHEET WT7KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SS6PLAN & PROFILE SANITARY LINE A2 (W)42NORTH( IN FEET )1 inch = ft.Feet0505050100150SSA4SSA5SSA6PROFILE SCALE:LIN E MA T C H ST A 25+ 0 0SANITARY LINE A2 (W)SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING WATERPROPOSED WATER LINEPROPOSED 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 PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.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 LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPSTAMATCH LINE SEE SHEET 25+00 SS5 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 H2O12" SS12" SS12" SS12" SSWWWWWWNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A2 (DROP MANHOLE)STA 13+90.48N: 124092.76E: 217102.4050.00FL-FLSANITARY SEWER ASEE SHEET SS1LAKE CANALSTREET ACARRIAGE PARKWAY9' UTILITY EASEMENT9' UTILITY EASEMENT77.00ROW8" PVC WATERSSMH A2 (E)-1STA 13+82.03N: 124088.14E: 217485.43383.06 LF 8" PVC @ 0.50%A2 (E) BEGIN 14'' STEEL CASINGINV. IN=4905.26 (E)N:124088.81E:217429.91A2 (E) END 14'' STEEL CASINGINV. OUT=4905.45 (W)N:124088.36E:217467.0537.14 LF 14" STEEL CASING @ 0.50%LAKE CANAL CULVERT ASEE SHEET LC2WATER LINE A1 (E)SEE SHEET WT8WATER LINE ASEE SHEET WT1WATER LINE A1SEE SHEET WT5LAKE CANAL CULVERT BSEE SHEET LC3TIMNATH RESERVOIR INLET CANAL4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0014+50SSMH A2 (DROP MANHOLE)STA 13+90.48RIM 4916.1±INV. IN 4897.06 (N)INV. IN 4897.31 (W)INV. IN 4903.89 (E)INV. OUT 4896.96 (S)383.06 LF 8" PVC @ 0.50%SSMH A2 (E)-1 STA 13+82.03 RIM 4916.5± INV. OUT 4905.80 (W)37.14 LF 14" STEEL CASING @ 0.50%EXISTING LAKECANAL15' x4' RCBSTA.=13+46.11INV.=4910.4312" PVC WATERSTA.=10+11.41INV.=4909.95KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SS7PLAN & PROFILE SANITARY LINE A2 (E)43NORTH( IN FEET )1 inch = ft.Feet0505050100150SSA7PROFILE SCALE:SANITARY LINE A2 (E)SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING WATERPROPOSED WATER LINEPROPOSED 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 PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.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 LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPCALL 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 4900490549104915492049254930493549404900490549104915492049254930493549409+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00SSMH A7-1 STA 27+39.99 RIM 4925.6± INV. IN 4910.60 (NW) INV. OUT 4910.40 (SE)153.60 LF 8" PVC @ 0.50%SSMH A7-2 STA 27+36.13 RIM 4926.4± INV. IN 4911.57 (NW) INV. OUT 4911.37 (SE)175.77 LF 8" PVC @ 0.50%SSMH A7-3STA 26+97.48RIM 4927.4± INV. IN 4912.65 (NW) INV. OUT 4912.45 (SE)304.16 LF 8" PVC @ 0.50%SSMH A7-4STA 25+74.10RIM 4928.7±INV. OUT 4914.17 (SE)400.00 LF 8" PVC @ 0.50%SSMH A7 STA 27+50.00 RIM 4923.6± INV. IN 4908.40 (NE) INV. IN 4908.40 (NW) INV. OUT 4908.07 (SW)EXISTING GROUNDPROPOSED GROUND8" PVC WATERSTA.=14+28.64TOP=4920.3818" RCP STORMSTA.=10+14.22INV.=4917.86WNP UD UD U DSSMH A7-4STA 25+74.10N: 125945.81E: 217050.54SSMH A7-3STA 26+97.48N: 125766.28E: 217296.06SSMH A7-2STA 27+36.13N: 125636.89E: 217415.03SSMH A7-1STA 27+39.99N: 125505.69E: 217494.90304.16 LF 8" PVC @ 0.50%175.77 LF 8" PVC @ 0.50%153.60 LF 8" PVC @ 0.50%400.00 LF 8" PVC @ 0.50%STRE E T A CARR I A G E P A R K W A Y CARRIAGE PARKWAYVIXEN DRIVEVIXEN DRIVESANITARY SEWER ASEE SHEET SS344'FL-FL9' UTILITY EASEMENT9' UTILITY EASEMENT8" PVC WATER8" PVC WATER8" PVC WATER8" PVC WATERSSMH A7STA 27+50.00N: 125164.01E: 217702.88WATER LINE A1SEE SHEET WT7WATER LINE A2SEE SHEET W9WATER LINE A1SEE SHEET WT371'ROWSTORM DRAIN BSEE SHEET ST2WATER LINE A2SEE SHEET WT10SS8PLAN & PROFILE SANITARY LINE A644 NORTH( IN FEET )1 inch = ft.Feet0505050100150SS8PROFILE SCALE:SANITARY LINE A6SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATERPROPOSED WATER LINEPROPOSED 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 PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.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 LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPCALL 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 NPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNP NP NP NPNPUDUDUDUDUDVA U L T EL E C VA U L T ELE CWWWWWWWW WWWWWWINLET A2STA 11+14.09N: 124553.03E: 217137.06INLET A1STA 10+59.59N: 124560.69E: 217083.10FES ASTA 10+00.00N: 124562.26E: 217023.5359.59 LF 30" RCP @ 1.95%EXISTING 40 CITY OF GREELEYWATERLINE EASEMENTPOND 2STORM DRAIN BSEE SHEET ST2WATER LINE ASEE SHEET WT1SANITARY SEWER ASEE SHEET SS1TRIC CULVERT ASEE SHEET TRIC1LAKE CANAL CULVERT BSEE SHEET LC3EXISTING CITY OFGREELEY 60" WATERLINEPOND OUTLET 2SEE SHEET ST6LAKE CANALTRIC CANALSTUB A3STA 11+51.88N: 124547.91E: 217174.5037.79 LF 15" RCP @ 0.50%54.50 LF 30" RCP @ 1.95%TRACT JTRACT KTRACT GLOT 10LOT 119' UTILITY EASEMENT9' UTILITY EASEMENT4900490549104915492049254930493549404900490549104915492049254930493549409+5010+0011+0012+00FES A STA 10+00.00 RIM 4913.8± INV. IN 4910.84 (E)59.59 LF 30" RCP @ 1.95%INLET A1 STA 10+59.59 RIM 4917.7± INV. IN 4912.00 (E) INV. OUT 4912.00 (W)54.50 LF 30" RCP @ 1.95%INLET A2 STA 11+14.09 RIM 4918.2± INV. IN 4913.16 (E) INV. OUT 4913.06 (W) STUB A3 STA 11+51.88 INV. 4913.35 (W)37.79 LF 15" RCP @ 0.50%PROPOSED GROUNDEXISTING GROUNDST1PLAN & PROFILE STORM DRAIN A45 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:STORM DRAIN ASheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FORTHEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYINLET SCHEDULE:INLET IDTYPEA115' TYPE RA210' TYPE RC2-125' TYPE RC320' TYPE RC2-A125' TYPE RC2-B120' TYPE RC2-A210' TYPE RF210' TYPE RF310' TYPE RG25' TYPE RG35' TYPE RNPPROPOSED NON-POTABLE WATER LINECALL 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.CallRST1 49004905491049154920492549304935490049054910491549204925493049359+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+5072.88 LF 18" RCP @ 0.73%266.50 LF 18" RCP @ 0.74%215.07 LF 18" RCP @ 0.74%178.02 LF 18" RCP @ 0.74%80.43 LF 18" RCP @ 0.74%266.50 LF 18" RCP @ 0.74%STMH B5 (4' Ø) STA 20+06.52 RIM 4923.7± INV. IN 4918.47 (NW) INV. OUT 4918.47 (SW) STMH B4 (4' Ø) STA 17+40.02 RIM 4922.2± INV. IN 4916.49 (NE) INV. OUT 4916.49 (SW) STMH B3 (4' Ø) STA 14+73.52 RIM 4920.4± INV. IN 4914.51 (NE) INV. OUT 4914.51 (SW) STMH B2 (4' Ø)STA 12+58.45RIM 4919.2±INV. IN 4912.92 (NE)INV. OUT 4912.92 (S)STMH B1 (4' Ø)STA 10+80.43RIM 4918.2±INV. IN 4911.60 (N)INV. OUT 4911.60 (W) OUTLET B6 STA 20+79.40 INV. 4919.00 (SE) FES BSTA 10+00.00RIM 4912.8±INV. IN 4911.00 (E)8" PVC WATERSTA.=19+34.88TOP=4916.238" PVC SANITARYSTA.=19+24.83INV.=4908.4718" MIN.EXISTING GROUNDPROPOSED GROUNDNPNPNPNPNPNPNPNPUDUDUDUDUDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELECUDUDUDUDWWWWWWWWW54.00FL-FL9' UTILITY EASEMENTCARRIAGE PARKWAYEXISTING CITY OFGREELEY 60" WATERLINE40 CITY OF GREELEYWATERLINE EASEMENTVIXEN D R I V E 44.00FL-FL84.00ROW71.00ROWPOND 3STMH B5 (4' Ø)STA 20+06.52N: 125217.53E: 217765.92STMH B4 (4' Ø)STA 17+40.02N: 125082.56E: 217536.13STMH B3 (4' Ø)STA 14+73.52N: 124947.59E: 217306.34STMH B2 (4' Ø)STA 12+58.45N: 124782.05E: 217169.03STMH B1 (4' Ø)STA 10+80.43N: 124615.70E: 217105.65OUTLET B6STA 20+79.40N: 125279.53E: 217727.61FES BSTA 10+00.00N: 124600.51E: 217026.6772.88 LF 18" RCP @ 0.73%266.50 LF 18" RCP @ 0.74%215.07 LF 18" RCP @ 0.74%178.02 LF 18" RCP @ 0.74%80.43 LF 18" RCP @ 0.74%266.50 LF 18" RCP @ 0.74%9' UTILITY EASEMENTSANITARY SEWER A6SEE SHEET SS8TRIC CULVERT ASEE SHEET TRIC1LAKE CANAL CULVERT BSEE SHEET LC3POND OUTLET 2SEE SHEET ST6STORM DRAIN ASEE SHEET ST1WATER LINE ASEE SHEET WT2WATER LINE A1SEE SHEET WT5SANITARY SEWER ASEE SHEET SS2TRACT JTRACT MLOT 10LOT 11LOT 129' UTILITY EASEMENTPROFILE SCALE:STORM DRAIN BST2PLAN & PROFILE STORM DRAIN B46 NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FORTHEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYINLET SCHEDULE:INLET IDTYPEA115' TYPE RA210' TYPE RC2-125' TYPE RC320' TYPE RC2-A125' TYPE RC2-B120' TYPE RC2-A210' TYPE RF210' TYPE RF310' TYPE RG25' TYPE RG35' TYPE RNPPROPOSED NON-POTABLE WATER LINECALL 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.CallRST2 48904895490049054910491549204925489048954900490549104915492049259+5010+0011+0012+0013+0014+0015+0016+0017+0017+7598.62 LF 48" RCP @ 0.26%INLET C3 STA 17+10.30 FL. EL 4912.2± INV. OUT 4906.32 (W) FES CSTA 10+00.02INV. 4904.50 (S)STMH C2 (6' Ø FLAT-TOP)STA 13+12.56RIM 4910.8±INV. IN 4905.30 (E)INV. IN 4905.30 (S)INV. OUT 4905.30 (W)397.74 LF 42" RCP @ 0.26%STMH C1 (6' Ø FLAT-TOP)STA 10+98.65RIM 4912.2±INV. IN 4904.75 (E)INV. OUT 4904.75 (N)213.91 LF 48" RCP @ 0.26%12" PVC WATERSTA.=14+80.52TOP=4903.5618" PVC SANITARYSTA.=16+55.01INV.=4896.1018" MIN.EXISTING GROUNDPROPOSED GROUNDGGGGGGGGGGGGGNPNPNPNPNPNPNPNPNPNPNPNPNPUDUDUDUDUDUDUDUDUDUDGEE EE E E EEEEEEEEEEEEFOWWWWWEG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /INLET C3STA 17+10.30N: 123656.18E: 217142.72FES CSTA 10+00.02N: 123748.29E: 216524.9898.62 LF 48" RCP @ 0.26% UTILITY EASEMENT CARRIAGE PARKWAY117.00ROW90.00FL-FL9' UTILITY EASEMENT213.91 LF 48" RCP @ 0.26%397.74 LF 42" RCP @ 0.26%POND 1WATER LINE BSEE SHEET WT11WATER LINE B_B1SEE SHEET WT12WATER LINE ASEE SHEET WT1SANITARY SEWER ASEE SHEET SS1STMH C1 (6' Ø FLAT-TOP)STA 10+98.65N: 123649.85E: 216531.12PROSPECT ROADSTMH C2 (6' Ø FLAT-TOP)STA 13+12.56N: 123649.81E: 216745.03LOT 2LOT 3LOT 6LOT 19' UTILITY EASEMENTSTORM DRAIN C2SEE THIS SHEET48954900490549104915492049254930489549004905491049154920492549309+5010+0011+00STMH C2 (6' Ø FLAT-TOP) STA 13+12.56 RIM 4910.8± INV. IN 4905.30 (E) INV. IN 4905.30 (S) INV. OUT 4905.30 (W) INLET C2-1 STA 13+12.53 FL. EL 4910.2± INV. OUT 4905.48 (N)36.00 LF 36" RCP @ 0.50%PROPOSED GROUNDEXISTING GROUNDGGGGNPNPNPNPNPNPUDUDUDUDUDEEEEEW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /PROSPECT ROADSTMH C2 (6' Ø FLAT-TOP)STA 13+12.56N: 123649.81E: 216745.03LOT 2INLET C2-1STA 13+12.53N: 123613.82E: 216745.0236.00 LF 36" RCP @ 0.50%STORM DRAIN CSEE THIS SHEETSTORM DRAIN CST3PLAN & PROFILE STORM DRAIN C & C247 NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FORTHEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYINLET SCHEDULE:INLET IDTYPEA115' TYPE RA210' TYPE RC2-125' TYPE RC320' TYPE RC2-A125' TYPE RC2-B120' TYPE RC2-A210' TYPE RF210' TYPE RF310' TYPE RG25' TYPE RG35' TYPE RNPPROPOSED NON-POTABLE WATER LINEPROFILE 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.CallRST3PROFILE SCALE:STORM DRAIN C2 48954900490549104915492049254930489549004905491049154920492549309+5010+0011+0011+75FES DSTA 10+00.00RIM 4906.9±INV. IN 4904.50 (S)STMH D1 (4' Ø)STA 10+95.14RIM 4911.5±INV. IN 4905.31 (S)INV. OUT 4905.11 (N)95.14 LF 24" RCP @ 0.64%FES DSTA 10+00.00RIM 4906.9±INV. IN 4904.50 (S)10.00 LF24" EX. RCP@ 9.24%EXISTING GROUNDPROPOSED GROUNDGGGGGGGNPNPNPUDUDUD/ / / / / / / /FESEEEEEEEDDVAULTELECWWWWWWEEPOND 1EX. INLET D2N: 123618.5±E: 216400.3±FES DSTA 10+00.00N: 123766.39E: 216398.1295.14 LF 24" RCP @ 0.64%STMH D1 (4' Ø)STA 10+95.14N: 123671.25E: 216397.94STORM DRAIN CSEE SHEET ST3POND OUTLET 1SEE SHEET ST6PROSPECT ROADLOT 1ELECEEEEEEELECELECELECELECELECFOFOFOFOFOFOFOFOEEEEEEGGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FES E2STA 10+68.17N: 123663.01E: 217457.5260.67 LF 15" RCP @ 0.50%PIPE CONNECTION A3-1STA 10+07.50N: 123671.20E: 217397.41LAKE CANAL CULVERT ASEE SHEET LC1WATER LINE BSEE SHEET WT12PROSPECT ROADLOT 7ADD'L ROWDEDICATEDBY THIS PLAT49004905491049154920492549304935490049054910491549204925493049359+5010+0011+0011+50FES E2 STA ??? RIM 4914.2± INV. OUT 4912.64 (W)60.67 LF 15" RCP @ 0.50%15' x4' RCBSTA.=10+00.00INV.=4910.34PIPE CONNECTION A3-1 STA ??? RIM 4913.9± INV. IN 4912.34 (W) INV. IN 4912.34 (E)EXISTINGGROUNDPROPOSED GROUNDSTORM DRAIN DST4PLAN & PROFILE STORM DRAIN D & E48 NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FORTHEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYINLET SCHEDULE:INLET IDTYPEA115' TYPE RA210' TYPE RC2-125' TYPE RC320' TYPE RC2-A125' TYPE RC2-B120' TYPE RC2-A210' TYPE RF210' TYPE RF310' TYPE RG25' TYPE RG35' TYPE RNPPROPOSED NON-POTABLE WATER LINEPROFILE 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.CallRPROFILE SCALE:STORM DRAIN ESTORM ESTORM D NPNPNPNPNPNPVAULTELEC W W WH2O ELECSSSSSSSSSSSSSSS SSEEEEEEEWWWEND F1STA 10+00.00N: 126208.81E: 216895.03END F4STA 11+03.00N: 126207.56E: 216998.02VIXEN DRIVEINLET F3STA 10+68.80N: 126207.98E: 216963.82INLET F2STA 10+34.21N: 126208.40E: 216929.2434.20 LF 18" RCP @ 0.44%34.59 LF 18" RCP @ 0.44%34.21 LF 18" RCP @ 0.44%WATER LINE A2SEE SHEET W9SANITARY SEWER A6SEE SHEET SS8FOX GROVESUBDIVISIONNPNPNPNPNPNPNPVAULT ELEC WWWWELECFODSSSSSSSSSSSSSSS SS ST ST ST FOFOFOW W W G G GGEND G1STA 10+00.00N: 126198.08E: 218044.49END G4STA 11+13.41N: 126197.08E: 218147.48CARRIAGE PARKWAY INLET G3STA 10+81.47N: 126213.59E: 218121.02INLET G2STA 10+31.47N: 126213.68E: 218071.0231.20 LF 15" RCP @ 0.00%50.00 LF 18" RCP @ 0.00%30.77 LF 15" RCP @ 0.00%WATER LINE ASEE SHEET WT3SANITARY SEWER ASEE SHEET SS3FOX GROVESUBDIVISION49104915492049254930493549404945491049154920492549304935494049459+5010+0011+0011+7512" PVC WATERSTA.=10+50.82TOP=4920.53END G1 STA 10+00.00 INV. 4922.74 (NE)30.77 LF15" RCP@ 0.00%INLET G2 STA 10+31.47 FL. EL 4925.0± INV. IN 4916.26 (E) INV. OUT 4922.74 (SW)50.00 LF 18" RCP @ 0.00%INLET G3 STA 10+81.47 FL. EL 4925.1± INV. IN 4923.19 (SE) INV. OUT 4916.26 (W)31.20 LF 15" RCP @ 0.00%END G4 STA 11+13.41 INV. 4923.19 (NW)18" MIN.PROPOSEDGROUNDBOTTOM OFIRRIGATION DITCH49104915492049254930493549404945491049154920492549304935494049459+5010+0011+0011+7512" PVC WATERSTA.=10+61.44TOP=4917.39END F1STA 10+00.00INV. 4918.83 (E)34.21 LF18" RCP@ 0.44%INLET F2STA 10+34.21FL. EL 4925.3±INV. IN 4918.98 (E)INV. OUT 4918.98 (W)34.59 LF 18" RCP @ 0.44%INLET F3STA 10+68.80FL. EL 4925.2±INV. IN 4919.13 (E)INV. OUT 4919.13 (W)34.20 LF 18" RCP @ 0.44%END F4STA 11+03.00INV. 4919.28 (W)18" MIN.BOTTOM OFIRRIGATION DITCHPROPOSEDGROUNDST5PLAN & PROFILE STORM DRAIN F & G49 NORTH( IN FEET )1 inch = ft.Feet0505050100150STORM DRAIN FSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FORTHEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYINLET SCHEDULE:INLET IDTYPEA115' TYPE RA210' TYPE RC2-125' TYPE RC320' TYPE RC2-A125' TYPE RC2-B120' TYPE RC2-A210' TYPE RF210' TYPE RF310' TYPE RG25' TYPE RG35' TYPE RNPPROPOSED NON-POTABLE WATER LINECALL 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.CallRSTORM DRAIN GPROFILE SCALE:PROFILE SCALE:STORM GSTORM F GGGGGGGNPNPNPNPUDUDUDUDELECFESEEEEEEDDVAULTELECWWWWWWWEEEOUTLET P1-1STA 10+00.00N: 123769.43E: 216356.78EX. 36" RCP @ 0.42%POND 1STORM DRAIN CSEE SHEET ST3STORM DRAIN DSEE SHEET ST4EXISTING 36" RCPSTORM DRAINEXISTING 24" RCPSTORM DRAINSTMH P1 (5' Ø)STA 10+99.06N: 123670.38E: 216358.1699.06 LF 36" RCP @ -0.30%49004905491049154920492549304935490049054910491549204925493049359+5010+0011+0011+5088.46 LF 18" RCP @ 0.45%OUTLET P2-1 STA 10+88.46 INV. 4910.90 (S) FES P2 STA 10+00.00 INV. 4910.50 (N)2.43'EXISTING 60" CITY OFGREELEY WATERLINEEXISTING GROUNDPROPOSED GROUNDEXISTING TRIC CANALNPNPNPNPNPNPNPNPNPNP NP NP NPNPUDWWWWWWWOUTLET P2-1STA 10+88.46N: 124505.99E: 216997.77FES P2STA 10+00.00N: 124417.86E: 216990.0488.46 LF 18" RCP @ 0 . 4 5 %40 CITY OF GREELEYWATERLINE EASEMENTEXISTING CITY OFGREELEY 60" WATERLINERAINGARDEN 4POND 2STORM DRAIN BSEE SHEET ST2TRIC CULVERT ASEE SHEET TRIC1LAKE CANAL CULVERT BSEE SHEET LC3STORM DRAIN ASEE SHEET ST1SIDE SLOPESCOUR STOP48954900490549104915492049254930489549004905491049154920492549309+5010+0011+0011+5099.06 LF 36" RCP @ -0.30%STMH P1 (5' Ø)STA 10+99.06RIM 4911.6±INV. OUT 4904.17 (N)INV. OUT 4904.07 (S)EXISTING GROUNDPROPOSED GROUNDOUTLET P1-1STA 10+00.00GRATE EL 4908.3±INV. IN 4904.47 (S)EX. 36" RCP @ 0.42%ST6PLAN & PROFILE STORM POND OUTLET 1 & 250 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:POND OUTLET 1SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FORTHEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYINLET SCHEDULE:INLET IDTYPEA115' TYPE RA210' TYPE RC2-125' TYPE RC320' TYPE RC2-A125' TYPE RC2-B120' TYPE RC2-A210' TYPE RF210' TYPE RF310' TYPE RG25' TYPE RG35' TYPE RNPPROPOSED NON-POTABLE WATER LINEPOND OUTLET 2PROFILE 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.CallRPONDOUTLET 2PONDOUTLET 1 NP NPVAULTELECVAULTELECVAULTELECUDUDUDUDUDUDPOND 3POND 3FES C1-A1STA 12+27.73N: 125328.78E: 218059.65FES C1-C1STA 12+27.68N: 125313.40E: 218055.22FES C1-ASTA 10+10.00N: 125389.00E: 217850.44FES C1-CSTA 10+10.00N: 125373.63E: 217846.01STORM DRAIN BSEE SHEET ST2CARRIAGE PARKWAY217.70 LF 36" RCP @ 0.70%217.70 LF 36" RCP @ 0.70%FES C1-BSTA 10+10.00N: 125381.31E: 217848.23FES C1-B1STA 12+27.70N: 125321.68E: 218057.60WATER LINE ASEE SHEET WT3SANITARY SEWER ASEE SHEET SS3NPNPNPNPNPNPNPNPNPNPNPNPUDUDUDWWWWWWWWPOND 2POND 2FES C2-C1STA 9+97.60N: 124733.83E: 216567.42FES C2-CSTA 12+18.08N: 124833.62E: 216370.83FES C2-ASTA 12+20.92N: 124841.69E: 216371.73FES C2-DSTA 12+16.06N: 124825.78E: 216369.12FES C2-BSTA 12+19.94N: 124820.61E: 216362.15FES C2-A3STA 10+00.00N: 124741.84E: 216568.80FES C2-D1STA 9+93.86N: 124725.21E: 216567.24FES C2-B2STA 9+89.97N: 124716.52E: 216567.20INLET C2-B1INV. IN=4908.72 (NW)INV. OUT=4908.72 (SE)FL=4915.74STREET A FES C2-E1STA 9+86.29N: 124707.93E: 216566.97FES C2-ESTA 12+30.49N: 124818.23E: 216349.67INLET C2-A1INV. IN=4908.75 (NW)INV. OUT=4908.75 (SE)FL=4915.77INLET C2-A2INV. IN=4908.50 (NW)INV. OUT=4908.50 (SE)FL=4915.7488.54 LF36" RCP@ 0.42%87.14 LF 36" RCP @ 0.44%220.47 LF 36" RCP @ 0.44%222.18 LF 36" RCP @ 0.45%141.41 LF 36" RCP @ 0.42%243.69 LF 36" RCP @ 0.91%78.07 LF 36" RCP @ 0.44%55.71 LF 36" RCP @ 0.44%WATER LINE A1SEE SHEET WT6SANITARY SEWER A2 (W)SEE SHEET SS5IRRIGATIONPUMP HOUSE4895490049054910491549204925493049354895490049054910491549204925493049359+5010+0011+0012+0012+508" PVC SANITARYSTA.=11+15.14INV.=4902.8612" PVC WATERSTA.=11+03.92TOP=4906.7218" MIN.FES C2-A3 STA 10+00.00 INV. 4908.12 (NW) INLET C2-A1 STA 11+42.85 FL. EL 4915.8± INV. IN 4908.75 (NW) INV. OUT 4908.75 (SE) FES C2-A STA 12+20.92 INV. 4909.09 (SE)87.14 LF 36" RCP @ 0.44%INLET C2-A2 STA 10+87.14 FL. EL 4915.7± INV. IN 4908.50 (NW) INV. OUT 4908.50 (SE)55.71 LF 36" RCP @ 0.44%78.07 LF 36" RCP @ 0.44%PROPOSED GROUNDEXISTING GROUND4900490549104915492049254930493549404900490549104915492049254930493549409+5010+0011+0012+0013+0012" PVC WATERSTA.=11+31.37TOP=4915.538" PVC SANITARYSTA.=11+14.58INV.=4910.7718" MIN.FES C1-B1STA 12+27.70INV. 4918.02 (W)217.70 LF 36" RCP @ 0.70%FES C1-BSTA 10+10.00INV. 4916.50 (E)PROPOSED GROUNDEXISTINGGROUNDST7PLAN & PROFILE POND CULVERT 1 & 251 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:POND CULVERT 1SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FORTHEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYINLET SCHEDULE:INLET IDTYPEA115' TYPE RA210' TYPE RC2-125' TYPE RC320' TYPE RC2-A125' TYPE RC2-B120' TYPE RC2-A210' TYPE RF210' TYPE RF310' TYPE RG25' TYPE RG35' TYPE RNPPROPOSED NON-POTABLE WATER LINECALL 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.CallRPOND CULVERT 2PROFILE SCALE:PONDCULVERT 2PONDCULVERT 1 NPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPWWWWWWWWWWPOND 2WALL TRIC B1STA 11+57.72N: 124653.13E: 216404.58WALL TRIC BSTA 10+00.00N: 124560.54E: 216532.26157.72 LF 15'x4' RCB @ 0.013%14" STEEL CASING FOR12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS24" STEEL CASING FOR15" SANITARY MAINTO BE INSTALLED WITHLAKE CANAL IMPROVEMENTSA2 (W) BEGIN 24'' STEEL CASINGINV. IN=4898.69 (N)N:124534.75E:216466.10BEGIN 14'' STEEL CASINGINV. IN=4904.96 (N)N:124527.78E:216476.09A2 (W) END 24'' STEEL CASINGINV. OUT=4898.83 (S)N:124629.68E:216466.09END 14'' STEEL CASINGINV. OUT=4904.96 (S)N:124621.81E:216476.09LAKE CANAL CULVERT CSEE SHEET LC3EXISTING 60" GREELEYWATER MAINNPNPNPNPNPNPNPNPNPNPNPNPNPNP NP NPNPNPWWWWWWWWWWPOND 2LAKE CANAL CULVERT BSEE SHEET LC3WATER LINE ASEE SHEET WT1SANITARY SEWER ASEE SHEET SS1BEGIN 24'' STEEL CASINGINV. IN=4897.17 (N)N:124333.28E:217102.37BEGIN 20'' STEEL CASINGINV. IN=4903.67 (N)N:124332.56E:217113.84END 20'' STEEL CASINGINV. OUT=4903.67 (S)N:124416.28E:217113.85END 24'' STEEL CASINGINV. OUT=4897.29 (S)N:124417.24E:217102.3620" STEEL CASING FOR12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS24" STEEL CASING FOR18" SANITARY MAINTO BE INSTALLED WITHLAKE CANAL IMPROVEMENTSWALL TRIC A1STA 11+51.56N: 124404.40E: 217028.38WALL TRIC ASTA 10+00.00N: 124391.76E: 217179.42151.56 LF 15'x4' RCB @ 0.148%EXISTING 60" GREELEYWATER MAIN48954900490549104915492049254930489549004905491049154920492549309+2510+0011+0012+0012+25EXISTING GROUNDPROPOSED GROUND20" WATERSTEEL CASINGSTA.=10+65.80TOP=4905.3724" SANITARYSTEEL CASINGSTA.=10+77.33INV.=4897.26151.56 LF 15'x4' RCB @ 0.148%WALL TRIC A1STA 11+51.56INV. 4907.33 (E)WALL TRIC ASTA 10+00.00INV. 4907.10 (W)18" MIN.48954900490549104915492049254930489549004905491049154920492549309+2510+0011+0012+0012+25157.72 LF 15'x4' RCB @ 0.013%WALL TRIC B1 STA 11+57.72 INV. 4908.00 (SE) WALL TRIC B STA 10+00.00 INV. 4907.98 (NW)EXISTING GROUNDPROPOSED GROUND24" SANITARYSTEEL CASINGSTA.=10+81.75INV.=4898.8014" WATERSTEEL CASINGSTA.=10+69.39TOP=4906.1518" MIN.TRIC1PLAN & PROFILE TRIC CULVERTS CANAL A & B52 NORTH( IN FEET )1 inch = ft.Feet03030306090PROFILE SCALE:TRIC CULVERT BSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FORTHEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYINLET SCHEDULE:INLET IDTYPEA115' TYPE RA210' TYPE RC2-125' TYPE RC320' TYPE RC2-A125' TYPE RC2-B120' TYPE RC2-A210' TYPE RF210' TYPE RF310' TYPE RG25' TYPE RG35' TYPE RNPPROPOSED NON-POTABLE WATER LINECALL 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.CallRTRIC CULVERT APROFILE SCALE:TRIC ATRIC B ELEC E E E E E E EEEEEEELEC ELEC ELECELEC ELEC / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOFOFOW W W W WW E E E E E EGCTV OHU OHU OHU OHU OHU OHU OHU GGGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / G X XC WALL ASTA 10+00.00N: 123483.24E: 217401.9443.26 LF 15'x4' RCB @ 0.021%BEND A1STA 10+43.26N: 123523.35E: 217385.74BEND A2STA 11+62.11N: 123642.21E: 217385.76END 20'' STEEL CASING BINV. OUT=4906.79 (W)N:123585.78E:217403.68BEGIN 20'' STEEL CASING BINV. IN=4906.79 (E)N:123585.79E:217367.82118.85 LF 15'x4' RCB @ 0.021%30.31 LF 15'x4' RCB @ 0.021%FES E2INV. OUT=4912.64 (W)N:123663.01E:217457.5260.67 LF 15" RCP @ 0.50%440.74 LF 15'x4' RCB @ 0.021%A3STA 11+92.42N: 123672.22E: 217389.9820" STEEL CASING FORFUTURE 12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTSPIPE CONNECTION A3-1STA 11+92.45N: 123671.20E: 217397.414895490049054910491549204925493049354895490049054910491549204925493049359+5010+0011+0012+0013+0014+0014+5020" WATERSTEEL CASINGSTA.=11+05.69TOP=4908.49STA.=10+47.7± EX. FIBER OPTIC LINE STA.=10+47.9± EX. CABLE LINE STA.=10+53.7± EX. GAS LINE STA.=10+92.1± EX. POWER LINE STA.=10+98.6± EX. POWER LINE STA.=10+48.8± EX. POWER LINE WALL A STA 10+00.00 INV. 4910.30 (N) BEND A1 STA 10+43.26 INV. 4910.31 (N) INV. 4910.31 (S) BEND A2 STA 11+62.11 INV. 4910.34 (N) INV. 4910.34 (S) WALL A STA 10+00.00 INV. 4910.30 (N) A3 STA 11+92.42 INV. 4910.34 (N) INV. 4910.34 (S) INV. 4912.34 (E)EXISTING GROUNDPROPOSED GROUND43.26 LF 15'x4' RCB @ 0.021%118.85 LF 15'x4' RCB @ 0.021%30.31 LF 15'x4' RCB @ 0.021%440.74 LF 15'x4' RCB @ 0.021%15" RCP STORMSTA.=11+92.42INV.=4912.34LC1PLAN & PROFILE LAKE CANAL CULVERT A53 NORTH( IN FEET )1 inch = ft.Feet03030306090PROFILE SCALE:KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 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.CallREXISTING 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 THE 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.).6.SEE DETAIL SHEET D1 FOR RIP-RAP SCHEDULE.PROPOSED RIGHT OF WAYLC1LINEMATCH STA14+50 LAKE CANAL CULVERT ASTAMATCH LINE SEE SHEET 14+50LC2 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125LC2 W WWALL A7STA 18+62.47N: 124306.01E: 217394.26BEND A4STA 16+33.16N: 124108.67E: 217451.30BEND A6STA 18+36.00N: 124300.48E: 217420.14BEND A5STA 17+86.42N: 124261.93E: 217451.33153.26 LF 15'x4' RCB @ 0.021%26.47 LF 15'x4' RCB @ 0.021%49.59 LF 15'x4' RCB @ 0.021%A2 (E) END 14'' STEEL CASINGINV. OUT=4905.45 (W)N:124088.36E:217467.05A2 (E) BEGIN 14'' STEEL CASINGINV. IN=4905.26 (E)N:124088.81E:217429.91BEGIN 14'' STEEL CASING (A1(E))INV. IN=4907.41 (E)N:124100.66E:217432.25END 14'' STEEL CASING (A1(E))INV. OUT=4907.41 (W)N:124100.43E:217468.0614" STEEL CASING FORFUTURE 8" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS14" STEEL CASING FORFUTURE 8" SANITARY MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS440.74 LF 15'x4' RCB @ 0.021%LAKE CANAL48954900490549104915492049254930493548954900490549104915492049254930493514+5015+0016+0017+0018+0019+0019+5014" SANITARYSTEEL CASINGSTA.=16+12.88INV.=4905.3514" WATERSTEEL CASINGSTA.=16+24.95TOP=4908.60BEND A4 STA 16+33.16 INV. 4910.44 (N) INV. 4910.44 (S) BEND A5STA 17+86.42 INV. 4910.47 (NW) INV. 4910.47 (S) BEND A6STA 18+36.00INV. 4910.48 (W)INV. 4910.48 (SE)WALL A7STA 18+62.47INV. 4910.48 (E)EXISTING GROUNDPROPOSED GROUND153.26 LF 15'x4' RCB @ 0.021%49.59 LF 15'x4' RCB @ 0.021%26.47 LF 15'x4' RCB @ 0.021%440.74 LF 15'x4' RCB @ 0.021%LC2PLAN & PROFILE LAKE CANAL CULVERT A54 NORTH( IN FEET )1 inch = ft.Feet03030306090PROFILE SCALE:KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 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.CallREXISTING 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 THE 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.).6.SEE DETAIL SHEET D1 FOR RIP-RAP SCHEDULE.PROPOSED RIGHT OF WAYLC2LINE MATC H STA 14+50 STAMATCH LINE SEE SHEET 14+50LC1 LAKE CANAL CULVERT ASheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125LC1 WWWWWWWWTRIC CANALWALL LC C1STA 11+42.36N: 124598.02E: 216410.86WALL LC CSTA 10+00.00N: 124511.89E: 216524.22LAKE CANALBEGIN 14'' STEEL CASINGINV. IN=4904.96 (N)N:124527.78E:216476.09END 14'' STEEL CASINGINV. OUT=4904.96 (S)N:124621.81E:216476.09A2 (W) BEGIN 24'' STEEL CASINGINV. IN=4898.69 (N)N:124534.75E:216466.10A2 (W) END 24'' STEEL CASINGINV. OUT=4898.83 (S)N:124629.68E:216466.09EXISTING 60" GREELEYWATER MAIN14" STEEL CASING FORFUTURE 12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS24" STEEL CASING FORFUTURE 15" SANITARY MAINTO BE INSTALLED WITHCANAL IMPROVEMENTSWWWWWWWWWWWGARDEN 4WALL LC B1STA 11+23.45N: 124356.10E: 217042.36WALL LC BSTA 10+00.00N: 124348.31E: 217165.56TRIC CANALLAKE CANALA2 BEGIN 24'' STEEL CASINGINV. IN=4897.17 (N)N:124333.28E:217102.37BEGIN 20'' STEEL CASINGINV. IN=4903.67 (N)N:124332.56E:217113.84END 20'' STEEL CASINGINV. OUT=4903.67 (S)N:124416.28E:217113.85A2 END 24'' STEEL CASINGINV. OUT=4897.29 (S)N:124417.24E:217102.36EXISTING 60" GREELEYWATER MAIN20" STEEL CASING FORFUTURE 12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS24" STEEL CASING FORFUTURE 18" SANITARY MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS48954900490549104915492049254930489549004905491049154920492549309+2510+0011+0012+0020" WATERSTEEL CASINGSTA.=10+51.82TOP=4905.3724" SANITARYSTEEL CASINGSTA.=10+63.32INV.=4897.20WALL LC BSTA 10+00.00INV. 4910.71 (W)WALL LC B1STA 11+23.45INV. 4910.77 (E)123.45 LF 15'x4' RCB @ 0.047%EXISTING GROUNDPROPOSED GROUND48954900490549104915492049254930489549004905491049154920492549309+2510+0011+0012+0014" WATERSTEEL CASINGSTA.=10+60.45TOP=4906.1524" SANITARYSTEEL CASINGSTA.=10+73.00INV.=4898.72WALL LC C1 STA 11+42.36 INV. 4911.03 (SE) WALL LC C STA 10+00.00 INV. 4910.96 (NW)142.36 LF 15'x4' RCB @ 0.050%EXISTING GROUNDPROPOSED GROUNDLC3PLAN & PROFILE LAKE CANAL CULVERT B & C55 NORTH( IN FEET )1 inch = ft.Feet03030306090LAKE CANAL CULVERT CKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 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.CallRLAKE CANAL CULVERT BPROFILE SCALE:PROFILE SCALE:EXISTING 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 THE 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.).6.SEE DETAIL SHEET D1 FOR RIP-RAP SCHEDULE.PROPOSED RIGHT OF WAYCULVERTCCULVERTBSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125 CTVCTVCTVCTVSSSCCCCCECABLEMMCMWWWWWWSS SSSSSSSSSSCONTROL IRR V.P.V.P.V.P.V.P.CABLEMMCSMMMTM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWCA R R I A G E P A R K W A Y KIT DEN DR.HUNTSMAN DR.VIXEN DR.WWWWWWWWW W W8" SS 8" SS 8" SS 8" W 8" W 12" SS 12" SS12" SS12" SSTSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON8" W8" W8" W8" W8" W8" W8" W8" W 8" W8" WTSALPOLYNDUCTILEIRON 8" W8" W8" W8" WTSALPOLYNDUCTILEIRONWFFW12" SS12" SS8 " W8" WFESCONT ROLIRR CONTRO L IRRV.P.FESDDDVAULTF.O.GASXX X VAULTF.O.TTVAULTF.O.TTVAULTF.O.FOutilLIDFESFESFESFESSSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSTFESFESDDDDDDF.O.FOF.O.F.O.F.O.F.O.MFOMFOVAULT F.O. VAUL TF.O.SSSSSSSSSSS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGGGUDUDUDUDUDUDUDLAKE CANALTRIC CANALSOUTHEAST FRONTAGE ROADINTERSTATE 25 POUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROPOSED RAINGARDEN 2PROPOSED RAINGARDEN 3PROPOSED RAINGARDEN 4PROPOSED RAINGARDEN 5POND 2POND 2POND 3POND 3POND 1POND 4PROPOSEDUNDERDRAIN (TYP.)GREGG S SCHMIDTKE4607 KITCHELL WAY,FORT COLLINSTHOMAS J SKILLMAN4608 KITCHELL WAY,FORT COLLINSLOT 7LOT 6LOT 1LOT 8LOT 13LOT 10LOT 11LOT 4LOT 12TRACT CTRACT BTRACT DTRACT ATRACT GTRACT OLOT 2TRACT ELOT 3TRACT FLOT 5TRACT HLOT 9TRACT JTRACT ITRACT KTRACT LTRACT MTRACT NFOX GROVESUBDIVISIONPOND OUTLET 1SEE SHEET ST6POND OUTLET 2SEE SHEET ST6LAKE CANAL CULVERT BSEE SHEET LC3LAKE CANAL CULVERT CSEE SHEET LC3TRIC CULVERT ASEE SHEET TRIC1TRIC CULVERT BSEE SHEET TRIC1STORM DRAIN CSEE SHEET ST3STORM DRAIN ESEE SHEET ST4POND CULVERT 2SEE SHEET ST7STORM DRAIN FSEE SHEET ST5STORM DRAIN GSEE SHEET ST5POND CULVERT 1SEE SHEET ST7STORM DRAIN DSEE SHEET ST4STORM DRAIN ASEE SHEET ST1STORM DRAIN BSEE SHEET ST2STORM DRAIN C2SEE SHEET ST3NATURALRESOURCE(RAPTOR NEST)NATURAL BUFFER(DITCH BANK)NATURAL BUFFER(RAPTOR NEST)NATURAL BUFFER(WETLAND)OG1OVERALL GRADING PLAN56 NORTH( IN FEET )1 inch = ft.Feet0150150150300450SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 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.CallRG1G2G3G4G5G6G7G8G9 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WELLWELLWELLWELLWELLWELLWELLWELLSOUTHEAST FRONTAGE ROADINTERSTATE 25100 YR BOXELDER FLOODPLAIN EXISTING FIBER OPTIC VAULT EXISTING ELECTRIC BOX EXISTING 10" PVC SANITARY SEWER PROJECT BOUNDARY LOT 8 TRACT I TRACT C TRACT B TRACT D TRACT A LOT 9 10' UTILITY EASEMENT 5' PUBLIC UTILITY EASEMENT 2.3 % 1.7%1.3%0.7% PROPOSED DITCH REALIGNMENT (20.82)(18.81)(1 8 . 5 1 )(18.56)18. 4 9 18.7819.6320.9019.88 1 9 . 5 8 20.9319. 9 3 18.43 19.9320.9318.43 18.88 17.4017.40 19.88 19. 9 6 19.40 18.40 16.9516.95 19.4419. 5 4 18.44 17.44 15.9415.94 18.44 17.44 18.69 19.00 18.80 18.4919. 7 9 10' WIDE REGIONAL TRAIL 10' REGIONAL TRAIL0.3%0.3%0.3%0.3%0.4%0.4%G1 GRADING PLAN57 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G2PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125MATCH LINE - SEE SHEET G4 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 UD UD 9' U T I L I T Y E A S E M E N T 9' U T I L I T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T PROJECT BOUNDARY 9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT 71' ROW 44' FL-FL 77' ROW 50' FL-FL LOT 9 LOT 12 TRACT I TRACT L PROPOSED CONCRETE CULVERT 5' S IDEWALK 5' S I D E W A L K 5' S I D E W A L K 5' SI D E W A L K 5' SI D E W A L K STR E E T A VI X E N D R I V E 0.9%1.2%1.2%1. 5 % 2.3 %1.6%1.2%6:1(25.10)(24.85)2 5 . 7 125.3325.4626.1926.5527.5228.9426.3828.95 28.1226.53 24.8725.4025.9527.44 27.97 26.8126.2726.29 28.05 STORM DRAIN F SEE SHEET ST5 27.9919. 9 3 18.43 2 4 . 3 6 27.49 (22.46)(2 2 . 9 1 ) 0.3%0.3% 0.3% G2 GRADING PLAN58 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G3PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125MATCH LINE - SEE SHEET G5 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G1 util LID D STSTUD UD UD UD U D U DUD UD UD UD9' UTILITY EASEMENT9' UTILITY EASEMENTPROJECT BOUNDARY 9' UT IL ITY EASEMENT9' UTILI T Y E A S E M E N T 9' UTILITY EASEMENT84' ROW 54' FL-FL LOT 13 LOT 12 TRACT L TRACT M TRACT N PROPOSED CONCRETE CULVERT 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' S IDEWALK CARRIAGE PARKWAYCARRIAGE PARK WAY EXISTING FIRE HYDRANT0.9%1.9% 2.8% 0 . 7% 0.7% 1.6 % 1.8%6:16: 1 250:1 4:1 4:12:16:1 1 0 : 1 6:1 (1 9 . 8 0 ) (2 4 . 9 7 ) (2 5 . 0 9 )26.1723.3525.1325.542 6 . 1 6 2 8 . 0 426.0525.56 20.8826.8728.0329.3126.0624.9229.31 24.87(2 2 . 4 3 ) (2 2 . 3 4 )(22.72)STORM DRAIN G SEE SHEET ST5 POND CULVERT 1 SEE SHEET ST7 STORM DRAIN B SEE SHEET ST2 THOMAS J SKILLMAN 4608 KITCHELL WAY, FORT COLLINS28.9227.9826.6622.7124.2924.2926.41 24.80RAIN GARDEN 5 SEE SHEET RG4 RAIN GARDEN 4 SEE SHEET RG4 POND 3 POND 3 0.1%0.3%0.3% G3 GRADING PLAN59 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125MATCH LINE - SEE SHEET G6 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G2 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UD UD UD UD UD UD U D UD UD UD UD UD UDUDSOUTHEAST FRONTAGE ROADINTERSTATE 259' UTILITY EASEMENT9' UTILITY EASEMENTPROJECT BOUNDARY 50' FL -FL 77' ROW LOT 1 LOT 8 TRACT F TRACT H TRACT J5' SIDEWALK5' SIDEWALKSTREET A40' WATERLINE EASEMENT TOP OF DITCH (TYP.) 10' PUBLIC UTILITY EASEMENT 5' PUBLIC UTILITY EASEMENT 10' UTILITY EASEMENT L A K E C A N A L T R I C C A N A L 2.2%1.3%4.1%1.2%16.7%20.0%1.1%1.3%5:12:1 6:15:133:1 Horizontal(17.12)(1 6 . 3 9 )(16.50)(11.77)2 1 . 5 615.1717.4320.02 16.7317.5016.101 6 . 0 4 17.9913.1712.6716.5516.67 17. 6 4 16.161 8 . 0 5 16.81 20.50 22.0019.0318.1717.1416.621 6 . 9 3 1 8 . 4 3 1 9 . 4 4 20.50 15.47 18.87 18.08 16.5016.5018.0117.15 (15.61)(15.49)(16.04)(14.97)(15.60)(14.81)(1 4 . 7 7 ) (1 4 . 9 5 )(15.00)(15.33)(15.51)(15.37)(15.36)(16.43)(16.15)(16.29)(16.66)(16.79)(16.54)(16.73)(16.66)(16.43)(16.15)(1 6 . 3 0 )(15.79)(15.75)(15.72)(15.85)(15.97)(16.16)(16.08)(16.15)LAKE CANAL CULVERT - C SEE SHEETLC3 TRIC CULVERT - B SEE SHEET TRIC1 POND CULVERT 2 SEE SHEET ST7 PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D3 PROPOSED 4' CONCRETE SIDEWALK CULVERT SEE SHEET D4 PROPOSED 20' CONCRETE SIDEWALK CULVERT SEE SHEET (XX) PROPOSED 20' RIBBED CONCRETE RUNDOWN w/ 20'x6' SCOUR-STOP SEE SHEET D3 16.82 16.63 16.59 16.40 16.34 16.1416.3515.40 13.9013.9016.40 15.40 17.2315.8515.6115.8114.53 14.70 1 7 . 1 9 16.99 14.671 4 . 4 314.3313.7713.5718.121 7 . 3 2 17.48 18.60 16.94 18.00 14.04 18.9618.16RAIN GARDEN 2 SEE SHEET RG2 RAIN GARDEN 3 SEE SHEET RG3 POND 210' REGIONAL TRAIL10' WIDE REGIONAL TRAIL 5' WIDE LOCAL TRAIL 5' WIDE LOCAL TRAIL0.4%G4 GRADING PLAN60 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G5PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125MATCH LINE - SEE SHEET G7 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G1 UD UD UD UD UD UD UD UD 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T PROJECT BOUNDARY 9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT 77' ROW 50' FL-FL 84' ROW 54' FL-FL LOT 10 LOT 11 TRACT F TRACT J TRACT K 5' S IDEWALK 5' S IDEWALK 5' SI D E W A L K 5' SI D E W A L K STR E E T A CAR RI A G E P A R K W A Y VIXEN DR IVE 5' SI D E W A L K 5' SI D E W A L K 40' WATER LINE EASEMENT LAKE CANAL TRIC CANAL 0.7%1.3%16.7%1.2%0.6%6:16:1 2:1 (14.72)(15.12)(14.84)(14.81)(16.02)23.3223.79 1 5 . 3 9 21.381 8 . 7 7 14.43 21.582 0 . 3 5 24.8720.3919.03(1 4 . 9 5 )(15.87)(15.37)(1 5 . 3 1 )(15.08)(14.30)(1 4 . 2 8 ) (1 4 . 6 4 ) (1 4 . 4 3 )(14.06)(14.54)(14.61)(14.75)(15.01)(15.00)(15.33)(7.71)(14.49)(14.64)(14.55)(14.31)(14.90)STORM DRAIN B SEE SHEET ST2 LAKE CANAL CULVERT - B SEE SHEET LC3 POND OUTLET 2 SEE SHEET ST6 TRIC CULVERT - A SEE SHEET TRIC1 STORM DRAIN A SEE SHEET ST1 PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D3 PROPOSED 4' CONCRETE SIDEWALK CULVERT SEE SHEET D4 ???16. 5 9 16.73 1 7 . 0 915.6714.1115.661 6 . 6 7 15.19 14.84 14.66 20.36 15.2619.3818.77 17.23 21.822 4 . 3 6 21.812 1 . 4 6 RAIN GARDEN 3 SEE SHEET RG3 POND 2 5' WIDE LOCAL TRAIL 5' WIDE LOCAL TRAIL G5 GRADING PLAN61 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G6PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125MATCH LINE - SEE SHEET G8 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G4MATCH LINE - SEE SHEET G2 8" SS8" SS8" SS8" SS8" SS8" SS8" SSG G G G G G G G G G G G G G G GGGGGGGGGGGGGGGGG8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W8" W 8" WFESFESUD UD UD UDPROJECT BOUNDARY9' UT IL ITY EASEMENT9' UTILI T Y E A S E M E N T 9' UTILITY EASEMENTTRACT M TRACT N5' SIDEWALK5' SIDEWALK5' S IDEWALK 5' S IDEWALK CARRIAGE PARK WAY VIXEN DR IVE POUDRE SCHOOL DISTRICT PROSPECT 6-12 SCHOOLS 0.7%6:16:16: 1 250:1 4:1 4:12:16:1 1 0 : 1 6:1 2:1 (1 9 . 8 0 )(21.73)26.1723.3523.3223.79 23.7923.8725.1325.5425.56 20.8818.04 22.95 17.9424.87POND CULVERT 1 SEE SHEET ST7 STORM DRAIN B SEE SHEET ST2 GREGG S SCHMIDTKE 4607 KITCHELL WAY, FORT COLLINS22.7124.2922.7322.78 18.66 20.70 RAIN GARDEN 5 SEE SHEET RG4 POND 3 POND 3 G6 GRADING PLAN62 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125MATCH LINE - SEE SHEET G9 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G5MATCH LINE - SEE SHEET G3 DD / / / / / / / // / / / / / / // / / / / / / /FE SFE SD D D D DD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /UDUDUDUDU D U D U D UD UDUDUD UD9' UTILITY EASEMENT9' UTILITY EASEMENTPROJECT BOUNDARY 50' FL -FL 77' ROW LOT 2 LOT 1 LOT 4 TRACT E TRACT F S T R E E T A5' S IDEWALK 5' S IDEWALK 6' SIDEWALK 30' UTILITY EASEMENT 30' UTILITY EASEMENT PROSPECT ROAD 3.8%1.3%4.1%3.3%1.3%1.7%100:15:110:115:15:15:1(8.12)(6.56)(7 . 1 7 ) (1 0 . 2 7 )10.7595.5010.3510.7621.272 1 . 5 6 18.3910.6010.351 2 . 2 6 11.2613.1712.6720.50 22.0020.50 18.02(16.04)(14.97)(15.60)(14.81)(1 4 . 7 7 ) (1 4 . 9 5 )(15.00)(15.33)(15.51)POND OUTLET 1 SEE SHEET ST6 STORM DRAIN D SEE SHEET ST4 STORM DRAIN C SEE SHEET ST3 1 4 . 4 314.3313.7713.5713.1112.921 1 . 9 2 1 1 . 6 5 10.109.379.179.419.219.509. 3 0 11.6011.4013.6713.4713.951 2 . 6 9 18.0916.94 18.00 14.04 RAIN GARDEN 1 SEE SHEET RG1 RAIN GARDEN 1 SEE SHEET RG1 POND 1 10' WIDE REGIONAL TRAIL 10' WIDE REGIONAL TRAIL G7 GRADING PLAN63 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G8PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G4 XX FE SCONTROL IRR CONTROL IRR V.P.FE S GAS / / / / / / / // / / / / / / // / / / / / / /XFFE S/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / UD UD UD UD UD UD 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT 84' ROW 54' FL-FL 77' ROW50' FL-FL LOT 2 LOT 3 LOT 5 LOT 4 TRACT F TRACT K STREET A CARRIAGE PARKWAY5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 6' SIDEWALK 40' WATER LINE EASEMENT 30' UTILITY EASEMENT PROSPECT ROAD LAKE CANAL LAKE CANALTRIC CANAL 15' UTILITY EASEMENT1.4% 1.7% 1.9%1.6%1.9%2.5%1.7%4.4 %1.0%(14.95)(14.72)(15.12)(1 3 . 7 7 )(9.79)(8 . 5 8 )(14.84)(14.81)1 0 . 8 710.769.10 17. 3 5 17.51 17.41 15.77 16.0521.2716.22 15.3814.0612. 3 1 13.06 12.3312.9913.68 16.27 16.5616.8016.501 5 . 3 9 21.381 8 . 7 7 14.43 18.65 15.90 17.35 12.9818.0212.6413.9115.65(1 4 . 9 5 )(15.87)(15.37)(1 5 . 3 1 )(15.08)(14.30)(1 4 . 2 8 ) (1 4 . 6 4 ) (1 4 . 4 3 )(14.06)(14.54)(14.61)(14.75)(15.01)(15.00)(15.33)(14.70)(15.01)(14.87)(13.97)(1 3 . 2 7 )(13.82)(1 3 . 4 5 ) (1 3 . 7 3 )(7.71)(14.49)(14.64)(14.55)(14.31)(14.90)LAKE CANAL CULVERT - B SEE SHEET LC3 STORM DRAIN C SEE SHEET ST3 POND OUTLET 2 SEE SHEET ST6 TRIC CULVERT - A SEE SHEET TRIC1 STORM DRAIN E SEE SHEET ST4 ???16. 5 9 16.73 1 7 . 0 915.6714.1115.661 5 . 6 0 16.021 6 . 6 7 1 7 . 5 3 17.5115.19 14.84 14.66 20.36 18.0915.2619.3818.77 17.23 17.4717.47 17.44RAIN GARDEN 1 SEE SHEET RG1 LAKE CANAL CULVERT - A SEE SHEETS LC1 & LC2 5' WIDE LOCAL TRAIL 5' WIDE LOCAL TRAIL LOT 7 LOT 6 G8 GRADING PLAN64 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G9PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 MATCH LINE - SEE SHEET G5 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G7 X XXXX XXS S E WW SSSSSSSSSS XV.P. V.P. V.P.V.P. S SSSS/ / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /12" W8" SS8" SS8" SS8" SS8" SS8" SS8" SSGGGGGGGGGGGGGGGGGGGG G G G G G G G G 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W F F 8" W8" W 8" W8" W8" W8" W8" WF E SFE S/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / PROJECT BOUNDARY POUDRE SCHOOL DISTRICT PROSPECT 6-12 SCHOOLS PROSPECT ROAD C A C H E L A P O U D R E R E S E R V O I R I N L E T 15' UTILITY EASEMENT 15.08 16.02 15.4317.70 13.91LOT 7 G9 GRADING PLAN65 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G8PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 MATCH LINE - SEE SHEET G6 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 EEEEEEEEEEEEEEEEEEEEEEEEEWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD9.109.114:14:1 4:14:1 4:1 9.109.109.10 9.119.109.1010.1010.10 10.1010.1010.10 10.10 10.1010.10 10.1010.169.109' UTILITY EASEMENTLOT 2LOT 3LOT 1PROPOSED CLEANOUTMINIMUM FLAT SURFACE AREA = 10,155 SQ. FT.PROVIDED FLAT SURFACE AREA = 15,780 SQ. FT.NYLOPLAST BASINPROPOSED NYLOPLAST BASINPROPOSED 6" PERFORATED PVCPROPOSED 20' RIBBEDCONCRETE RUNDOWNw/ 20'x6' SCOUR-STOPSEE SHEET D3PROPOSED 4' SIDEWALK CHASEUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD9.104:14:1 4:14:19.109.109.109.109.109.109.109.109.129.1010.1110.1010.1010.1010.0810.10 10.10 10. 0 9 10. 0 7 10.0710.09POND 1LOT 1PROPOSED 6" PERFORATED PVCPROPOSED CLEANOUTPROPOSED NYLOPLAST BASINPROPOSED NYLOPLAST BASINMINIMUM FLAT SURFACE AREA = 10,155 SQ. FT.PROVIDED FLAT SURFACE AREA = 15,780 SQ. FT.RG1RAIN GARDEN 166 NORTH( IN FEET )1 inch = ft.Feet02020204060SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25NORTHRAIN GARDEN 1RAIN GARDEN 1CALL 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.CallRRG1RG1RG5RG2RG3RG4MATCHLINE SEE BELOWMATCHLINE SEE BELOW MATCHLINE SEE BELOWEXISTING 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.).6.REFER TO CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS ONBIORETENTION SAND MEDIA, DIAPHRAGM AGGREGATE, AND RESERVOIRAGGREGATE.PROPOSED RIGHT OF WAYPROPOSED SPOT ELEVATIONRAIN GARDEN SIDE SLOPES2.0%(47.45)EXISTING SPOT ELEVATION33.43NATURAL HABITAT BUFFER ZONE PROPOSED SLOPESFLAT BOTTOM AREAPROPOSED 6" PERFORATED PVCUD FO FOCTVCTVWWWWWWWWWWWUDUDUDUDUDUD UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDU D U D 15.004:14:14:1 4: 1 4: 1 4: 1 4: 14:116.0016.0016.0016.0015.0015.0015.0015.0016.0015.9715.0315.031 6 . 0 0 16.0015.0316.0015.001 6 . 0 0 15.0016.0016.0015.0016.0016.00POND 2LOT 89' U T I L I T Y E A S E M E N T PROPOSED 8'SIDEWALK CHASEPROPOSED 20' RIBBEDCONCRETE RUNDOWNw/ 20'x6' SCOUR-STOPSEE SHEET D3MINIMUM FLAT SURFACE AREA = 13,740 SQ. FT.PROVIDED FLAT SURFACE AREA = 22,514 SQ. FT.SWALEPROPOSED 6" PERFORATED PVCPROPOSED NYLOPLAST BASINPROPOSED CLEANOUTPROPOSED CLEANOUTNORTH( IN FEET )1 inch = ft.Feet02020204060SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25RAIN GARDEN 2RG2RAIN GARDEN 267CALL 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.CallRRG1RG1RG2RG3EXISTING 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.).6.REFER TO CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS ONBIORETENTION SAND MEDIA, DIAPHRAGM AGGREGATE, AND RESERVOIRAGGREGATE.PROPOSED RIGHT OF WAYPROPOSED SPOT ELEVATIONRAIN GARDEN SIDE SLOPES2.0%(47.45)EXISTING SPOT ELEVATION33.43NATURAL HABITAT BUFFER ZONE PROPOSED SLOPESFLAT BOTTOM AREAPROPOSED 6" PERFORATED PVCUDRG5RG4 WWWWWWWWWUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD15.004: 1 4:14: 1 4:1 4:14:14:1 4: 1 LOT 10POND 215.0016.0016.0015.0015.0015.0016.0016.0016.0015.00 16.0015.0015.0015.0016.0016.0016.00 16.00 9' UTILITY EASEMENT 9' U T I L I T Y E A S EM E N T PROPOSED 4' RIBBEDCONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPSEE SHEET D3PROPOSED 4' CONCRETESIDEWALK CULVERTSEE SHEET D4PROPOSED 4' RIBBEDCONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPSEE SHEET D3MINIMUM FLAT SURFACE AREA = 10,437 SQ. FT.PROVIDED FLAT SURFACE AREA = 21,541 SQ. FT.PROPOSED 6" PERFORATED PVCPROPOSED NYLOPLAST BASINPROPOSED CLEANOUTPROPOSED CLEANOUTRAIN GARDEN 3NORTH( IN FEET )1 inch = ft.Feet02020204060SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 RG3RAIN GARDEN 368CALL 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.CallRRG1RG1RG2RG3RG5RG4EXISTING 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.).6.REFER TO CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS ONBIORETENTION SAND MEDIA, DIAPHRAGM AGGREGATE, AND RESERVOIRAGGREGATE.PROPOSED RIGHT OF WAYPROPOSED SPOT ELEVATIONRAIN GARDEN SIDE SLOPES2.0%(47.45)EXISTING SPOT ELEVATION33.43NATURAL HABITAT BUFFER ZONE PROPOSED SLOPESFLAT BOTTOM AREAPROPOSED 6" PERFORATED PVCUD UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD22.0022.014:14:14:14:14:14: 1 4: 123.0023.0022.02 23.0022.0123.0022.0023.0022.0023.0022.0023.0023.00 23. 0 0 22.0022.0022.0023.0022.0022.9622.0023.0022.0023.0023.0022.0023.0022.00LOT 12POND 39' U T I L I T Y E A S E M E N T MINIMUM FLAT SURFACE AREA = 10,679 SQ. FT.PROVIDED FLAT SURFACE AREA = 18,589 SQ. FT.PROPOSED 6" PERFORATED PVCPROPOSEDCLEANOUTPROPOSEDCLEANOUTPROPOSEDNYLOPLASTBASINUDUDUDUDUDUDUDUDUD UD 23.0022.004:1 4:14:14:1 4:14: 1 LOT 1322.0022.0023.0022.0023.0022.0023.00 22.0023.00 22.0023.00POND 3MINIMUM FLAT SURFACE AREA = 2,313 SQ. FT.PROVIDED FLAT SURFACE AREA = 4,164 SQ. FT.PROPOSED NYLOPLAST BASINCLEANOUTCLEANOUTNORTHSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25RAIN GARDEN 4RAIN GARDEN 5( IN FEET )1 inch = ft.Feet02020204060RG4RAIN GARDEN 4 AND 569CALL 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.CallRRG1RG1RG2RG3PART 1 - GENERALA.Bioretention Sand Media (BSM) shall be uniformly mixed,uncompacted, free of stones, stumps, roots, or other similar objectslarger than two inches. No other materials or substances shall bemixed or dumped within the bioretention area that may be harmful toplant growth or prove a hindrance to the facility's function andmaintenance.B.BSM shall be free of plant or seed material of non-native, invasivespecies, or weeds.C.Fully mixed BSM shall be tested prior to installation and meet thefollowing criteria:1.P-Index of less than 302.pH of 5.5-6.5. Should pH fall outside of the acceptable range, itmay be modified with lime (to raise) or iron sulfate plus sulfur (tolower). The lime or iron sulfate must be mixed uniformly into theBSM prior to use in the bioretention 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 replacedat the Contractor's expense.D.BSM shall be delivered fully mixed in a drum mixer. Onsite mixing ofpiles will not be allowed. Mixing of the BSM to a homogeneousconsistency shall be done to 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 densityof 50-100 lbs/CY.3.Shredded paper shall consist of loose leaf paper, not shreddedphone books, and shall be thoroughly and mechanically mixed toprevent clumping.C.Topsoil1.BSM shall consist of 5-10% topsoil by volume.2.Topsoil shall be classified as sandy loam, loamy sand, or loam perUSDA textural 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 itssource, prior to including topsoil in the mix. Topsoil shall be free ofsubsoil, debris, weeds, foreign matter, and any other materialdeleterious to plant health.5.Topsoil shall have a pH range of 5.5 to 7.5 and moisture contentbetween 25-55%. 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 compostconsisting of aged leaf mulch resulting from biological degradationand transformation of plant-derived materials under controlledconditions designed to promote aerobic decomposition.3.The material shall be well composted, free of viable weed seedsand contain material of a generally humus nature capable ofsustaining growth of vegetation, with no materials toxic to plantgrowth. 4.Compost shall be provided by a local US Composting Council Sealof Testing Assurance (STA) member. A copy of the provider'smost recent independent STA test report shall be submitted to andapproved by the Owner prior to delivery 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 inchscreenb.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 expressedas percentage 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 permillion or 0-5 mmhos/cmi.Phosphorus content shall be no greater than 325 parts permillionj.Heavy metals (trace) shall not exceed 0.5 parts per millionk.Chemical contaminants: meet or exceed US EPA Class Astandard, 40 CFR 503.13, Tables 1 & 3 levelsl.Pathogens: meet or exceed US EPA Class A standard, 40 CFR503.32(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 exceed9-inches.3.Compaction of BSM material is not required.CLEANOUT101BIORETENTION SAND MEDIA100RG5RG4APPROVED:DRAWN BY:DETAILSCONSTRUCTIONDATE REVISED:DETAILSTORMWATERBIORETENTIONDECEMBER 2018HEMD-531.CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/ORCONSTRUCTION SPECIFICATIONS.2.PRE-CONSTRUCTION2.1.CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTINGINFILTRATION RATES.2.2.CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURINGCONSTRUCTION INSPECTION CHECKLISTS".3.DURING CONSTRUCTION:3.1.CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTIONBASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS.3.2.LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA.3.3.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT,DEBRIS AND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM.4.GEOTEXTILE LINERS:4.1.WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONGPERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL.4.2.WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS ANDRECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TOMANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.4.3.WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITYPOLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OFIMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18", OR PER MANUFACTURER'S SPECIFICATION.4.4.WHERE USED, CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOWFOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER.5.AGGREGATES AND BSM:5.1.ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN1% FINES.5.2.RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR #67.5.3.DIAPHRAGM AGGREGATE SHALL BE "PEA GRAVEL", WITH GRADATION ASTM #8, #89 OR #9.5.4.THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUNDAT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/NOTES:8" MIN4" MIN DIAMETERPERFORATED PVCUNDERDRAIN2" MIN30" MIN12" MAX1GEOTEXTILE LINER(AS PER PLAN)MAXIMUM ALLOWABLEPONDING DEPTH IS 12"FROM THE TOP OF THEMULCH4 MAXNON-FLOATABLEMULCH (AS PERPLAN)3"PONDING DEPTH MUSTNOT EXCEED FLOWLINEELEVATION OF ADJACENTGUTTERFOREBAY IS REQUIRED TOBE PLACED AT ALL INFLOWLOCATIONS; WITH AMINIMUM 3" DROP FROMGUTTER FLOWLINE TOFOREBAY4" MIN DEPTH OFDIAPHRAGM AGGREGATE8" MIN DEPTH OFRESERVOIR AGGREGATE18" MIN DEPTH OFBIORETENTION SANDMEDIA8" MIN DEPTHTHICKENEDCURB ADJACENTTO VEHICULARPAVEMENTSOVERFLOWRISER OPTION(AS PER PLAN)8" MIN DEPTHTHICKENED CURBADJACENT TOVEHICULARPAVEMENTSSTANDARD CROSS-SECTION12WALLED CROSS-SECTIONPONDING DEPTH MUSTNOT EXCEED FLOWLINEELEVATION OF ADJACENTGUTTER18" MIN4"12" MAX30" MIN36" MIN BASIN WIDTHCOVER PLATE8"SIDEWALK CHASE18" MINOVERFLOW RISEROPTION (AS PER PLAN)REINFORCEDCONCRETE WALLS (ASPER PLAN)4" MIN DEPTH OFDIAPHRAGM AGGREGATE8" MIN DEPTH OFRESERVOIR AGGREGATE18" MIN DEPTH OFBIORETENTION SAND MEDIAMAXIMUM ALLOWABLEPONDING DEPTH IS 12"FROM THE SURFACE OFTHE MULCH4" MIN DIAMETERPERFORATED PVCUNDERDRAIN6.UNDERDRAIN:6.1.UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOESNOT FALL INTO OR CLOG THE OPENINGS.6.2.DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK.6.3.UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE, INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY.THE UNDERDRAIN TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE, TYPES, AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THELIMITS OF THE BIORETENTION CELL AND ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY.7.OVERFLOW INLET:7.1.AN OVERFLOW INLET OR RISER PIPE SHALL BE PROVIDED.7.2.ALL OVERFLOW RISER PIPE SHALL BE CAPPED WITH A DOME-SHAPED GRATE.7.3.AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS.8.CLEANOUTS:8.1.PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION.8.2.CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PERTHE APPROVED PLANS.8.3.CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPINGMATERIALS, AS REQUIRED.9.FOREBAY:9.1.THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES.10.LANDSCAPE MATERIALS10.1.CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BENON-FLOATABLE.10.2.IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN, THE MAXIMUM ALLOWABLE WATER DEPTH OF 12" AND REQUIRED BASIN VOLUME MUST BEMEASURED FROM THE TOP SURFACE OF THE MULCH OR COBBLE.10.3.ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS AREPREFERRED FOR BIORETENTION BASINS.10.4.LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN.10.5.TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN.2" MIN8" MIN4"8"NATIVE SOILZONEFLATEXISTING 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.).6.REFER TO CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS ONBIORETENTION SAND MEDIA, DIAPHRAGM AGGREGATE, AND RESERVOIRAGGREGATE.PROPOSED RIGHT OF WAYPROPOSED SPOT ELEVATIONRAIN GARDEN SIDE SLOPES2.0%(47.45)EXISTING SPOT ELEVATION33.43NATURAL HABITAT BUFFER ZONE PROPOSED SLOPESFLAT BOTTOM AREAPROPOSED 6" PERFORATED PVCUD UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEU G E UGEUGEUGEUGEUGEUGEUGE UGE F ESCONTROLIRRCONTROLIRRV.P.FESDD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /FESFESDDDD / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /CARRIAGE PARKWAY6' SIDEWALK30' UTILITYEASEMENTPROSPECT ROADPROSPECT ROAD105.52' ROW6' SIDEWALKPROPOSED 30"CURB & GUTTERR25'R65'R85'STORM DRAIN CSEE SHEET ST3PROPOSEDTYPE-R INLETTIE INTO EXISTINGCURB & GUTTERSTA 12+55TIE INTO EXISTING6' SIDEWALKSTORM DRAIN DSEE SHEET ST4POND OUTLET 1SEE SHEET ST6LAKE CANAL CULVERT ASTA. = 19+52.92(PROSPECT ROAD)STA. = 10+00.00(CARRIAGE PARKWAY)PROPOSED 30"CURB & GUTTERPROPOSED 18"CURB & GUTTER78'FL -EOASTORM DRAIN C2SEE SHEET ST3490549104915492049254905491049154920492512+0013+0014+0015+0016+0017+0018+0019+0020+004916.034913.58 4912.28 4911.82 4912.28 4912.90 4913.95 4916.834915.314914.664914.084913.164912.804912.53 4912.07 4911.92 4911.84 4911.87 4911.98 4912.13 4912.43 4912.58 4912.73 4913.16 4913.43 4913.69 4914.21 4914.48 4914.74 -3.50%-1.00%0.60%1.05%1.05%PVI STA = 12+59.09PVI ELEV = 4917.37 PVI STA = 17+94.87 PVI ELEV = 4912.85 PVI STA = 19+52.92 PVI ELEV = 4914.51 210.0' VCPVI STA = 13+66.62PVI ELEV = 4913.61BCVS: 12+61.62BVCE: 4917.29ECVS: 14+71.62EVCE: 4912.56 A.D. = 2.50K = 84.00155.0' VCLP ELEV = 4911.82LP STA = 15+94.20PVI STA = 15+74.83PVI ELEV = 4911.53BCVS: 14+97.33 BVCE: 4912.30 ECVS: 16+52.33 EVCE: 4911.99 A.D. = 1.60K = 96.8749004905491049154920492549004905491049154920492512+0013+0014+0015+0016+0017+0018+0019+0020+004914.504912.13 4910.84 4910.27 4910.85 4911.47 4912.52 4915.274913.804913.184912.624911.724911.374911.09 4910.59 4910.46 4910.33 4910.40 4910.55 4910.70 4911.00 4911.15 4911.30 4911.73 4911.99 4912.26 4912.78 4913.04 4913.31 -3.36%1.05%1.05%0.60%-1.00%-1.00%-0.50%0.50%0.60%PVI STA = 12+55.01PVI ELEV = 4915.93 PVI STA = 19+52.97 PVI ELEV = 4913.08 PVI STA = 17+94.92 PVI ELEV = 4911.42 PVI STA = 14+97.38 PVI ELEV = 4910.87 PVI STA = 15+27.25 PVI ELEV = 4910.57 PVI STA = 15+94.25 PVI ELEV = 4910.24 PVI STA = 16+19.25 PVI ELEV = 4910.36 PVI STA = 16+52.38 PVI ELEV = 4910.56 210.0' VCPVI STA = 13+66.67PVI ELEV = 4912.18BCVS: 12+61.67BVCE: 4915.71ECVS: 14+71.67EVCE: 4911.13 A.D. = 2.36K = 88.87STA.=19+52.92 INTERSECTION OF PROSPECT ROAD & CARRIAGE PARKWAY PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDR1PLAN & PROFILE PROSPECT ROAD (INTERIM)70NORTHCENTERLINEPROSPECT ROADSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINEPROSPECT ROADSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 20+00R2 LINE MATCH STA 20+00 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R1R2R3R4 UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEXXXXXTOHUFES CONTROLIRRCONTROLIRRV.P.F ESF ES/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /CARRIAGE PARKWAY 15' UTILITY EASEMENT15' UTILITY EASEMENT105.52' ROWPROPOSED 50'LAKE CANAL EASEMENET6' SIDEWALKPROPOSED 30"CURB & GUTTERR25'STORM DRAIN ESEE SHEET ST4LAKE CANAL CULVERT ASEE SHEET LC178'FL -EOAPROSPECT ROAD5' CONCRETESIDEWALKCULVERT87.51' ROW490549104915492049254905491049154920492520+0021+0022+0023+0024+0025+0026+0027+0028+004916.054916.82 4916.47 4915.17 4914.44 4914.69 4915.19 4915.264915.534915.794916.314916.554916.724916.844916.794916.66 4916.20 4915.86 4915.51 4914.89 4914.68 4914.53 4914.42 4914.46 4914.57 4914.82 4914.94 4915.07 -1.40%0.50%1.05%PVI STA = 27+12.11 PVI ELEV = 4915.25 210.0' VCHP ELEV = 4916.84HP STA = 22+19.96PVI STA = 22+34.96PVI ELEV = 4917.47BVCS: 21+29.96BVCE: 4916.37 EVCS: 23+39.96 EVCE: 4916.00 A.D. = 2.45K = 85.71185.0' VCLP ELEV = 4914.42LP STA = 25+21.09PVI STA = 24+77.27PVI ELEV = 4914.08BCVS: 23+84.77 BVCE: 4915.37 ECVS: 25+69.77 EVCE: 4914.54 A.D. = 1.90K = 97.3749004905491049154920492549004905491049154920492520+0021+0022+0023+0024+0025+0026+0027+0028+0015' x 4' CONCRETEBOX CULVERTSTA.=22+34.96INV.=4910.324914.624915.38 4915.03 4913.81 4913.09 4913.67 4914.48 4913.834914.094914.364914.884915.124915.294915.414915.354915.23 4914.76 4914.43 4914.08 4913.56 4913.34 4913.21 4913.21 4913.33 4913.48 4913.87 4914.07 4914.27 0.80%1.05%1.05%0.50%0.75%-1.40%-1.00%-0.50%PVI STA = 20+17.62PVI ELEV = 4913.75 PVI STA = 23+80.03 PVI ELEV = 4914.01 PVI STA = 24+44.35 PVI ELEV = 4913.36 PVI STA = 25+00.49 PVI ELEV = 4913.08 PVI STA = 25+65.03 PVI ELEV = 4913.41 PVI STA = 25+92.87 PVI ELEV = 4913.61 PVI STA = 27+12.97 PVI ELEV = 4914.58 210.0' VCHP ELEV = 4915.41HP STA = 22+20.01PVI STA = 22+35.01PVI ELEV = 4916.04BVCS: 21+30.01BVCE: 4914.93 EVCS: 23+40.01 EVCE: 4914.57A.D. = 2.45K = 85.71PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND15' x 4' CONCRETEBOX CULVERTSTA.=22+34.96INV.=4910.3215' x 4' CONCRETEBOX CULVERTSTA.=22+35.01INV.=4910.33R2PLAN & PROFILE PROSPECT ROAD (INTERIM)71NORTHCENTERLINEPROSPECT ROADSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINEPROSPECT ROADSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 20+00R1 LINEMATCH STA20+00 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R1R2R3R472.11 UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGECONTROL IRR/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 84' ROW54'FL-FL77' ROW50'FL-FLSTREET ASEE SHEET R3CARRIAGE PARKWAY5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK6' SIDEWALKPROSPECT ROAD SEE SHEET R1 STORM DRAIN CSEE SHEET ST3117' ROW90'FL-FLR20'R20'8' CONCRETE PANR65'R85'STA. = 15+38.50(CARRIAGE PARKWAY)STA. = 10+00.00(STREET A)R20'R20'8' CONCRETE PANPROPOSEDCOMBINATION INLETPEDESTRIAN REFUGEw/ 6' SIDEWALK & PED.ACCESS RAMPSSTA. = 10+00.00(CARRIAGE PARKWAY)STA. = 19+52.92(PROSPECT ROAD)R25'6' SIDEWALKLAKE CANAL CULVERT - BSEE SHEET LC349004905491049154920490049054910491549209+5010+0011+0012+0013+0014+0015+0016+0016+7549054910491549204925490549104915492049259+5010+0011+0012+0013+0014+0015+0016+0016+7549054910491549204925490549104915492049259+5010+0011+0012+0013+0014+0015+0016+0016+754912.09 4912.68 4913.28 4913.88 4914.744916.01 4912.23 4912.38 4912.53 4912.83 4912.98 4913.13 4913.43 4913.58 4913.73 4914.034914.244914.494915.074915.404915.734916.364916.71 4914.51 4913.66 4914.26 4914.86 4915.724916.74 4913.96 4913.49 4913.29 4913.23 4913.36 4913.51 4913.81 4913.96 4914.11 4914.41 4914.56 4914.71 4915.014915.224915.474915.974916.224916.474917.094917.44 4911.49 4911.99 4912.53 4913.13 4913.96 4914.934915.93 4911.61 4911.74 4911.86 4912.11 4912.24 4912.38 4912.68 4912.83 4912.98 4913.28 4913.49 4913.73 4914.194914.434914.684915.184915.434915.684916.274916.62 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND-1.00%-2.20%0.60%1.00%PVI STA = 10+00.00 PVI ELEV = 4914.51 PVI STA = 10+43.50 PVI ELEV = 4913.55 PVI STA = 14+35.55PVI ELEV = 4915.07PVI STA = 15+93.22PVI ELEV = 4916.65 90.0' VCLP ELEV = 4913.20LP STA = 11+06.75PVI STA = 10+95.50PVI ELEV = 4913.03BCVS: 10+50.50 BVCE: 4913.48 ECVS: 11+40.50 EVCE: 4913.30 A.D. = 1.60K = 56.251.00%1.33%1.00%-2.00%0.50%0.60%PVI STA = 10+84.50 PVI ELEV = 4912.29 PVI STA = 10+95.50 PVI ELEV = 4912.07 PVI STA = 11+10.50 PVI ELEV = 4912.14 PVI STA = 14+34.55PVI ELEV = 4914.08PVI STA = 15+00.51PVI ELEV = 4914.74PVI STA = 15+77.16PVI ELEV = 4915.76PVI STA = 15+94.17PVI ELEV = 4915.93 0.50%0.60%0.93%1.00%PVI STA = 10+00.00 PVI ELEV = 4911.49 PVI STA = 11+64.21 PVI ELEV = 4912.31 PVI STA = 13+29.21 PVI ELEV = 4913.30 PVI STA = 14+44.73PVI ELEV = 4914.37PVI STA = 16+00.45PVI ELEV = 4915.93 STA.=15+38.50INTERSECTION OFCARRIAGE PARKWAY& STREET A 42" RCP STORMSTA.=11+01.30INV.=4906.22397.74 LF 42" RCP @ 0.26%42" RCP STORMSTA.=11+03.59INV.=4906.06INLET C3 STA 11+01.93 RIM 4912.2± INV. OUT 4906.32 (W)R3PLAN & PROFILE CARRAIGE PARKWAY72 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LINEMATCH STA16+75 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R3R4R5R6STAMATCH LINE SEE SHEET 16+75R6 49034905491049154920492549034905491049154920492516+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+0049034905491049154920492549034905491049154920492516+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+0049034905491049154920492549034905491049154920492516+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+004917.41 4918.41 4918.10 4917.58 4918.14 4918.76 4919.394920.024920.65 4917.76 4918.07 4918.29 4918.45 4918.39 4918.25 4917.94 4917.80 4917.68 4917.70 4917.83 4917.98 4918.29 4918.45 4918.61 4918.92 4919.084919.244919.554919.714919.864920.184920.334920.494920.804920.954921.10 4918.14 4919.13 4918.81 4918.39 4918.81 4919.41 4920.014920.614921.21 4918.49 4918.80 4919.01 4919.16 4919.10 4918.96 4918.66 4918.51 4918.42 4918.42 4918.51 4918.66 4918.96 4919.11 4919.26 4919.56 4919.714919.864920.164920.314920.464920.764920.914921.064921.364921.514921.66 -0.60%135.0' VCHP ELEV = 4919.16HP STA = 18+20.22PVI STA = 17+93.22PVI ELEV = 4919.45BVCS: 17+25.72 BVCE: 4918.50 EVCS: 18+60.72 EVCE: 4919.04 A.D. = 2.00K = 67.50120.0' VCLP ELEV = 4918.39LP STA = 20+00.00PVI STA = 20+00.00PVI ELEV = 4918.21BCVS: 19+40 BVCE: 4918.57 ECVS: 20+60 EVCE: 4918.57 A.D. = 1.20K = 100.004917.32 4918.39 4918.13 4917.55 4918.00 4918.58 4919.154919.724920.30 4917.67 4918.00 4918.24 4918.45 4918.41 4918.28 4917.98 4917.84 4917.70 4917.57 4917.72 4917.86 4918.15 4918.29 4918.43 4918.72 4918.864919.014919.294919.444919.584919.874920.014920.164920.444920.594920.73 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND-0.60%0.57%0.57%-0.57%-0.57%PVI STA = 19+25.58 PVI ELEV = 4917.98 PVI STA = 20+73.61 PVI ELEV = 4917.85 PVI STA = 25+83.23PVI ELEV = 4920.78 PVI STA = 19+48.21 PVI ELEV = 4917.85 PVI STA = 20+10.91 PVI ELEV = 4917.49 135.0' VCHP ELEV = 4918.45HP STA = 18+27.46PVI STA = 18+00.45PVI ELEV = 4918.73BVCS: 17+32.95 BVCE: 4917.79 EVCS: 18+67.95 EVCE: 4918.33 A.D. = 2.00K = 67.50-0.60%0.50%0.63%-0.63%-0.50%PVI STA = 19+19.29 PVI ELEV = 4917.98 PVI STA = 20+54.57 PVI ELEV = 4917.85 PVI STA = 25+20.30PVI ELEV = 4920.78 PVI STA = 19+39.97 PVI ELEV = 4917.85 PVI STA = 19+97.27 PVI ELEV = 4917.56 135.0' VCHP ELEV = 4918.45HP STA = 18+21.17PVI STA = 17+94.17PVI ELEV = 4918.73BVCS: 17+26.67 BVCE: 4917.79 EVCS: 18+61.67 EVCE: 4918.33 A.D. = 2.00K = 67.50180" STORMSTA.=18+42.52INV.=4907.17180" STORMSTA.=17+97.20INV.=4910.73180" STORMSTA.=17+97.95INV.=4910.74180" STORMSTA.=18+43.83INV.=4907.21180" STORMSTA.=18+06.89INV.=4910.75180" STORMSTA.=18+53.32INV.=4907.2518" RCP STORMSTA.=20+67.42INV.=4911.50INLET A1 STA 20+13.96 RIM 4917.7± INV. IN 4912.00 (E) INV. OUT 4912.00 (W)30" RCP STORMSTA.=20+02.92INV.=4912.53INLET A2 STA ??? RIM 4918.2± INV. IN 4913.16 (E) INV. OUT 4913.06 (W)60" WATERSTA.=19+00.10TOP=4908.7760" WATERSTA.=18+90.46TOP=4908.7760" WATERSTA.=18+89.00TOP=4908.77UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEW W W W W W W9' UTILITY EASEMENT9' UTILITY EASEMENT9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT84' ROW54'FL-FL54'FL-FL5' S IDEWALK 5' S IDEWALK40' WATER L INEEASEMENTCARRIAGE PARKWAY5' SIDEWALK5' SIDEWALKSTORM DRAIN BSEE SHEET ST2PROPOSED 4' RIBBEDCONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPSEE SHEET D3PROPOSED 4' CONCRETESIDEWALK CULVERTSEE SHEET D4POND OUTLET 2SEE SHEET ST6TRIC CULVERT - ASEE SHEET TRIC1STORM DRAIN GSEE SHEET ST5TRICLAKECANALLAKE CANAL CULVERT - BSEE SHEET LC3STA 20+84.6460" CITY OFGREELEY WLLOT 11R4PLAN & PROFILE CARRAIGE PARKWAY73 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 16+75R5 LINEMATCHSTA16+50( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 STAMATCH LINE SEE SHEET 26+00R7 LINEMATCH STA26+00 R3R4R5R6 491049154920492549304910491549204925493026+0027+0028+0029+0030+0031+0032+0033+0034+00491049154920492549304910491549204925493026+0027+0028+0029+0030+0031+0032+0033+0034+00491049154920492549304910491549204925493026+0027+0028+0029+0030+0031+0032+0033+0034+004921.85 4922.45 4923.05 4923.65 4924.23 4924.814925.38 4921.40 4921.55 4921.70 4922.00 4922.15 4922.30 4922.60 4922.75 4922.90 4923.20 4923.35 4923.50 4923.79 4923.94 4924.08 4924.374924.524924.664924.954925.104925.244925.534925.674925.82 4922.41 4923.01 4923.61 4924.21 4924.81 4925.414926.01 4921.96 4922.11 4922.26 4922.56 4922.71 4922.86 4923.16 4923.31 4923.46 4923.76 4923.91 4924.06 4924.36 4924.51 4924.66 4924.964925.114925.264925.564925.714925.864926.164926.314926.46 4921.48 4922.08 4922.68 4923.28 4923.90 4924.534925.16 4921.03 4921.18 4921.33 4921.63 4921.78 4921.93 4922.23 4922.38 4922.53 4922.83 4922.98 4923.13 4923.43 4923.58 4923.74 4924.064924.224924.374924.694924.854925.014925.324925.484925.64 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND0.60%PVI STA = 30+32.31 PVI ELEV = 4923.47 0.60%PVI STA = 29+69.38 PVI ELEV = 4923.4736" RCP STORMSTA.=31+92.29INV.=4917.4636" RCP STORMSTA.=32+09.66INV.=4917.5036" RCP STORMSTA.=31+98.17INV.=4917.2536" RCP STORMSTA.=32+15.68INV.=4917.3036" RCP STORMSTA.=32+12.12INV.=4917.0436" RCP STORMSTA.=32+29.80INV.=4917.0918" RCP STORMSTA.=30+07.97INV.=4918.5636" RCP STORMSTA.=32+21.24INV.=4917.0736" RCPSTA.=32+07.30INV.=4917.2836" RCPSTA.=32+01.42INV.=4917.48STA.=29+91.51 INTERSECTION UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUD W 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK VIXEN DRIVESEE SHEET R35' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT 9' UTILITY EASEMENT POND CULVERT 1SEE SHEET ST7STORM DRAIN BSEE SHEET ST2STA. = 28+91.51(CARRIAGE PARKWAY)STA. = 10+00.00(VIXEN DRIVE)R20'R20'R20'R20'8' CONCRETE PAN8' CONCRETE PANCARRIAGE PARKWAYTRACT MR5PLAN & PROFILE CARRAIGE PARKWAY74 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 26+00R6 LINE MATCH STA 26+00 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 STAMATCH LINE SEE SHEET 34+00R8 LINEMATCHSTA34+00R3R4R5R6 UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGEUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEWWWDSSSSSSSSS SS SSSSSSSTSTSTWWWWW 9' UTILITY EASEMENT9' UTILITY EASEMENT84' ROW54'FL-FL5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAYSTORM DRAIN GSEE SHEET ST5491549204925493049354915492049254930493534+0035+0036+0037+0038+0039+0040+0041+0042+00491549204925493049354915492049254930493534+0035+0036+0037+0038+0039+0040+0041+0042+00491549204925493049354915492049254930493534+0035+0036+0037+0038+0039+0040+0041+0042+00PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND4927.21 4927.81 4928.36 4928.86 4929.21 4927.344925.74 4926.76 4926.91 4927.06 4927.36 4927.51 4927.66 4927.96 4928.11 4928.23 4928.48 4928.61 4928.73 4928.98 4929.11 4929.23 4929.014928.634928.064926.634926.134925.834925.864926.104926.35 -3.00%0.50%1.00%PVI STA = 36+50.16 PVI ELEV = 4928.11 PVI STA = 41+85.89PVI ELEV = 4926.46 120.0' VCHP ELEV = 4929.24HP STA = 38+85.10PVI STA = 39+27.96PVI ELEV = 4929.50BVCS: 38+67.96 BVCE: 4929.20 EVCS: 39+87.96EVCE: 4927.70 A.D. = 3.50K = 34.29120.0' VCLP ELEV = 4925.74LP STA = 40+98.28PVI STA = 40+68.28PVI ELEV = 4925.29BCVS: 40+08.28BVCE: 4927.09ECVS: 41+28.28EVCE: 4925.89 A.D. = 4.00K = 30.001.00%-3.00%0.50%PVI STA = 36+32.39 PVI ELEV = 4927.27 PVI STA = 41+46.92PVI ELEV = 4925.24 120.0' VCHP ELEV = 4928.52HP STA = 38+92.38PVI STA = 39+35.24PVI ELEV = 4928.78BVCS: 38+75.24 BVCE: 4928.48 EVCS: 39+95.24EVCE: 4926.98 A.D. = 3.50K = 34.29120.0' VCLP ELEV = 4924.99LP STA = 41+06.76PVI STA = 40+76.76PVI ELEV = 4924.54BCVS: 40+16.76BVCE: 4926.34ECVS: 41+36.76EVCE: 4925.14 A.D. = 4.00K = 30.004926.43 4927.06 4927.61 4928.11 4928.52 4926.844924.99 4925.96 4926.11 4926.27 4926.59 4926.75 4926.90 4927.22 4927.36 4927.48 4927.73 4927.86 4927.98 4928.23 4928.36 4928.48 4928.374928.044927.534926.104925.524925.154925.04 4926.54 4927.12 4927.64 4928.14 4928.50 4926.654925.10 4926.11 4926.25 4926.40 4926.69 4926.83 4926.98 4927.27 4927.39 4927.52 4927.77 4927.89 4928.02 4928.27 4928.39 4928.51 4928.314927.934927.374925.954925.464925.174925.25 1.10%-3.00%0.50%PVI STA = 36+25.97 PVI ELEV = 4927.27 PVI STA = 41+40.38PVI ELEV = 4925.42 120.0' VCHP ELEV = 4928.53HP STA = 38+86.00PVI STA = 39+28.86PVI ELEV = 4928.79BVCS: 38+68.86 BVCE: 4928.49 EVCS: 39+88.86EVCE: 4926.99 A.D. = 3.50K = 34.29INLET G3STA 41+04.13FL. EL 4925.1±INV. IN 4923.19 (SE)INV. OUT 4916.26 (W)18" RCP STORMSTA.=41+03.17INV.=4916.26INLET G2STA 41+10.51FL. EL 4925.0±INV. IN 4916.26 (E)INV. OUT 4922.74 (SW)120.0' VCLP ELEV = 4925.10LP STA = 40+95.60PVI STA = 40+67.79PVI ELEV = 4924.62BCVS: 40+07.79BVCE: 4926.42ECVS: 41+27.79EVCE: 4925.28 A.D. = 4.10K = 29.27R6PLAN & PROFILE CARRAIGE PARKWAY75 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 34+00R7 LI N E M A T C H S T A 34 + 0 0 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R3R4R5R6 UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE 9' UTILITY EASEMENT9' UTILITY EASEMENT84' ROW54'FL-FL77' ROW50'FL-FLSTREET ACARRIAGE PARKWAYSEE SHEET R35' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALKR20'R20'8' CONCRETE PANSTA. = 10+00.00(STREET A)STA. = 15+38.50(CARRIAGE PARKWAY)PROPOSED 30" VERTICALCURB & GUTTERPROPOSED 30" VERTICALCURB & GUTTERLOT 449054910491549204925490549104915492049259+5010+0011+0012+0013+0014+0015+0016+0049054910491549204925490549104915492049259+5010+0011+0012+0013+0014+0015+0016+004905491049154920492549304905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+004916.65 4917.16 4917.66 4918.214918.76 4915.56 4915.94 4916.39 4916.78 4916.91 4917.03 4917.28 4917.41 4917.53 4917.79 4917.93 4918.074918.344918.484918.624918.894919.034919.17 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND4916.12 4916.62 4917.13 4917.654918.16 4915.48 4915.73 4915.98 4916.25 4916.37 4916.50 4916.75 4916.87 4917.00 4917.27 4917.40 4917.534917.784917.904918.034918.284918.414918.53 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND0.50%0.55%1.62%1.00%PVI STA = 10+02.00 PVI ELEV = 4915.13 PVI STA = 10+20.00 PVI ELEV = 4915.43 PVI STA = 10+79.00 PVI ELEV = 4916.02 PVI STA = 12+79.00 PVI ELEV = 4917.02 PVI STA = 13+35.71 PVI ELEV = 4917.33 -2.20%2.00%0.50%PVI STA = 10+00.00 PVI ELEV = 4916.11 PVI STA = 10+28.00 PVI ELEV = 4915.40 PVI STA = 13+06.00 PVI ELEV = 4917.69 50.0' VCPVI STA = 10+81.00PVI ELEV = 4916.56BVCS: 10+56 BVCE: 4916.06 EVCS: 11+06 EVCE: 4916.69 A.D. = 1.50K = 33.334914.48 4916.12 4916.62 4917.13 4917.724918.32 4914.97 4915.45 4915.94 4916.25 4916.37 4916.50 4916.75 4916.87 4917.00 4917.27 4917.41 4917.574917.874918.024918.174918.474918.624918.78 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND1.94%0.50%0.55%PVI STA = 10+00.00 PVI ELEV = 4914.48 PVI STA = 10+79.00 PVI ELEV = 4916.02 PVI STA = 12+79.00 PVI ELEV = 4917.02 PVI STA = 13+35.71 PVI ELEV = 4917.33 R7PLAN & PROFILE STREET A76 NORTHCENTERLINESTREET ASCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINESTREET ASCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINESTREET ASCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 16+00R8 LINEMATCH STA16+00( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R7R8R9 UD UD UD UD UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEU G E U G E U G E UG E UGE UGE UGEUGEUGEUGEUGEUGEUGEU G E U G E UG EUGEUGEUGEUGEUGEUGEUGEUGEUGE W W W W W W W 9' UTILITY EASEMENT9' UTILITY EASEMENT50'FL -FL77' ROW5' SIDEWALK5' SIDEWALKSTREET A40' WATER LINEEASEMENTL A K E C A N A L T R I C C A N A LPROPOSED 20' CONCRETESIDEWALK CULVERTSEE SHEET (XX)PROPOSED 20' RIBBEDCONCRETE RUNDOWNw/ 20'x6' SCOUR-STOPSEE SHEET D3LAKE CANAL CULVERT - CSEE SHEETLC3TRIC CULVERT - BSEE SHEET TRIC1POND CULVERT 2SEE SHEET ST7PROPOSED 20' CONCRETESIDEWALK CULVERTSEE SHEET (XX)PROPOSED 20' RIBBEDCONCRETE RUNDOWNw/ 20'x6' SCOUR-STOPSEE SHEET D3IRRIGATIONPUMP HOUSE49044905491049154920492549044905491049154920492516+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+5049044905491049154920492549044905491049154920492516+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+5049044905491049154920492549044905491049154920492516+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+504919.86 4920.41 4920.58 4919.21 4917.71 4916.444916.814917.414918.01 4919.44 4919.58 4919.72 4919.99 4920.13 4920.27 4920.54 4920.67 4920.70 4920.33 4919.96 4919.58 4918.83 4918.46 4918.08 4917.33 4916.96 4916.63 4916.404916.514916.664916.964917.114917.264917.564917.714917.864918.16 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND4919.16 4919.67 4919.99 4918.72 4917.22 4915.854916.034916.584917.13 4918.79 4918.91 4919.04 4919.29 4919.42 4919.54 4919.80 4919.94 4920.03 4919.80 4919.47 4919.09 4918.34 4917.97 4917.59 4916.84 4916.47 4916.10 4915.734915.764915.894916.174916.314916.444916.724916.864916.994917.27 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND4919.53 4920.03 4919.04 4917.54 4916.05 4915.964916.624917.284917.89 4919.08 4919.23 4919.38 4919.68 4919.82 4919.96 4919.97 4919.76 4919.42 4918.67 4918.29 4917.92 4917.17 4916.79 4916.42 4915.82 4915.73 4915.79 4916.124916.294916.454916.784916.954917.114917.444917.594917.744918.04 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND-1.50%90.0' VCHP ELEV = 4920.71HP STA = 18+67.07PVI STA = 18+87.92PVI ELEV = 4920.89BVCS: 18+42.92 BVCE: 4920.64 EVCS: 19+32.92 EVCE: 4920.21 A.D. = 2.05K = 43.9090.0' VCLP ELEV = 4916.40LP STA = 22+19.29PVI STA = 22+00.00PVI ELEV = 4916.21BCVS: 21+55 BVCE: 4916.88 ECVS: 22+45EVCE: 4916.48 A.D. = 2.10K = 42.860.55%-1.50%PVI STA = 18+06.93 PVI ELEV = 4919.70 90.0' VCHP ELEV = 4920.03HP STA = 18+79.33PVI STA = 19+00.19PVI ELEV = 4920.22BVCS: 18+55.19 BVCE: 4919.97 EVCS: 19+45.19 EVCE: 4919.54 A.D. = 2.05K = 43.900.55%-1.50%0.66%PVI STA = 17+28.40 PVI ELEV = 4919.70 PVI STA = 24+20.66PVI ELEV = 4917.41 90.0' VCHP ELEV = 4920.03HP STA = 18+00.80PVI STA = 18+21.65PVI ELEV = 4920.22BVCS: 17+76.65 BVCE: 4919.97 EVCS: 18+66.65 EVCE: 4919.54 A.D. = 2.05K = 43.9090.0' VCLP ELEV = 4915.73LP STA = 21+51.93PVI STA = 21+34.43PVI ELEV = 4915.52BCVS: 20+89.43 BVCE: 4916.20 ECVS: 21+79.43 EVCE: 4915.82 A.D. = 2.16K = 41.67INLET C2-B1STA 22+19.69RIM 4915.7±INV. IN 4908.72 (NW) INV. OUT 4908.72 (SE)36" RCP STORMSTA.=22+45.76INV.=4908.7515' x 4' CONCRETEBOX CULVERTSTA.=20+65.81INV.=4907.9915' x 4' CONCRETEBOX CULVERTSTA.=20+14.20INV.=4911.0115' x 4' CONCRETEBOX CULVERTSTA.=20+35.42INV.=4907.9915' x 4' CONCRETEBOX CULVERTSTA.=19+82.94INV.=4910.9936" RCP STORMSTA.=21+94.74INV.=4908.6036" RCP STORMSTA.=22+12.16INV.=4908.6336" RCP STORMSTA.=22+03.45INV.=4908.6315' x 4' CONCRETEBOX CULVERTSTA.=19+51.02INV.=4907.9815' x 4' CONCRETEBOX CULVERTSTA.=18+97.68INV.=4910.9836" RCP STORMSTA.=21+15.78INV.=4908.4836" RCP STORMSTA.=21+24.49INV.=4908.5036" RCP STORMSTA.=21+33.20INV.=4908.5090.0' VCLP ELEV = 4915.73LP STA = 22+32.51PVI STA = 22+11.66PVI ELEV = 4915.54BCVS: 21+66.66 BVCE: 4916.22 ECVS: 22+56.66EVCE: 4915.79 A.D. = 2.05K = 43.9060" WATERSTA.=19+98.70TOP=4909.7060" WATERSTA.=20+82.77TOP=4909.8360" WATERSTA.=21+12.83TOP=4909.95R8PLAN & PROFILE STREET A77 NORTHCENTERLINESTREET ASCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINESTREET ASCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINESTREET ASCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 16+00R7 STAMATCH LINE SEE SHEET 25+50R9 LINEMATCHSTA16+00( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 LINEMATCH STA25+50R7R8R9 UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT77' ROW50'FL-FL5' SIDEWALK5' SIDEWALK5' SIDEWALKSTREET AVIXEN DRIVESEE SHEET R10STA. = 35+18.70(STREET A)STA. = 14+38.67(VIXEN DRIVE)PROPOSED 30"VERTICAL CURB & GUTTERPROPOSED 30"VERTICAL CURB & GUTTERR20'R20'491049154920492549304910491549204925493025+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+50491049154920492549304910491549204925493025+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+50491049154920492549304910491549204925493025+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+504918.61 4919.21 4919.81 4920.41 4921.01 4921.61 4922.214922.814923.884925.39 4918.46 4918.76 4918.91 4919.06 4919.36 4919.51 4919.66 4919.96 4920.11 4920.26 4920.56 4920.71 4920.86 4921.16 4921.31 4921.46 4921.76 4921.91 4922.064922.364922.514922.664922.984923.224923.524924.254924.634925.00 2.20%1.50%PVI STA = 34+98.69PVI ELEV = 4925.36PVI STA = 35+18.70PVI ELEV = 4925.80 90.0' VCPVI STA = 33+47.90PVI ELEV = 4923.10BCVS: 33+02.90BVCE: 4922.83ECVS: 33+92.90EVCE: 4923.77 A.D. = 0.90K = 100.004917.70 4918.30 4918.90 4919.50 4920.10 4920.70 4921.304921.904922.684924.45 4917.55 4917.85 4918.00 4918.15 4918.45 4918.60 4918.75 4919.05 4919.20 4919.35 4919.65 4919.80 4919.95 4920.25 4920.40 4920.55 4920.85 4921.00 4921.154921.454921.604921.754922.054922.214922.414923.004923.384923.86 4918.49 4919.09 4919.69 4920.29 4920.89 4921.49 4922.094923.09 4918.34 4918.64 4918.79 4918.94 4919.24 4919.39 4919.54 4919.84 4919.99 4920.14 4920.44 4920.59 4920.74 4921.04 4921.19 4921.34 4921.64 4921.79 4921.944922.254922.474922.754923.474923.944924.44 0.60%1.50%2.34%90.0' VCPVI STA = 33+86.36PVI ELEV = 4922.42BCVS: 33+41.36BVCE: 4922.15ECVS: 34+31.36EVCE: 4923.10 A.D. = 0.90K = 100.001.50%2.00%PVI STA = 33+31.24PVI ELEV = 4923.56PVI STA = 33+85.30PVI ELEV = 4924.64 90.0' VCPVI STA = 32+55.44PVI ELEV = 4922.42BCVS: 32+10.44BVCE: 4922.15ECVS: 33+00.44EVCE: 4923.10 A.D. = 0.90K = 100.00PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDR9PLAN & PROFILE STREET A78 NORTHCENTERLINESTREET ASCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINESTREET ASCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINESTREET ASCALE : 1" = 40' (H) 1" = 5' (V)LINE MATCH STA 25+50 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 STAMATCH LINE SEE SHEET 25+50R10 R7R8R9 49104915492049254930491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0017+0049104915492049254930491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0017+004923.56 4924.10 4924.60 4925.10 4925.60 4926.104926.65 4923.01 4923.39 4923.83 4924.23 4924.35 4924.48 4924.73 4924.85 4924.98 4925.23 4925.35 4925.48 4925.73 4925.854925.984926.244926.374926.514926.794926.924927.06 4923.49 4924.01 4924.51 4925.01 4925.514926.07 4923.04 4923.26 4923.63 4923.76 4923.88 4924.13 4924.26 4924.38 4924.63 4924.76 4924.88 4925.13 4925.264925.384925.644925.784925.924926.214926.364926.50 -2.20%2.00%0.50%0.50%PVI STA = 10+00.00 PVI ELEV = 4923.56 PVI STA = 10+28.00 PVI ELEV = 4922.84 PVI STA = 14+38.67 PVI ELEV = 4925.79 PVI STA = 15+06.00PVI ELEV = 4926.13 50.0' VCPVI STA = 10+81.00PVI ELEV = 4924.01BVCS: 10+56 BVCE: 4923.51 EVCS: 11+06 EVCE: 4924.13 A.D. = 1.50K = 33.330.55%0.50%1.58%0.90%PVI STA = 10+27.00 PVI ELEV = 4922.70 PVI STA = 10+45.50 PVI ELEV = 4923.00 PVI STA = 11+05.46 PVI ELEV = 4923.53 PVI STA = 15+03.43PVI ELEV = 4925.52PVI STA = 15+50.93PVI ELEV = 4925.79 49154920492549304935491549204925493049359+5010+0011+0012+0013+0014+0015+0016+0017+004923.49 4924.00 4924.50 4925.00 4925.504926.04 4923.14 4923.31 4923.63 4923.75 4923.88 4924.13 4924.25 4924.38 4924.63 4924.75 4924.88 4925.13 4925.254925.384925.644925.774925.914926.174926.304926.43 0.55%0.50%0.76%0.70%PVI STA = 10+27.00 PVI ELEV = 4922.97 PVI STA = 10+44.49 PVI ELEV = 4923.10 PVI STA = 11+06.57 PVI ELEV = 4923.53 PVI STA = 15+04.53PVI ELEV = 4925.52PVI STA = 15+52.18PVI ELEV = 4925.79 PROPOSED GRADEPROPOSED GRADEEXISTING GROUNDEXISTING GROUNDPROPOSED GRADEPROPOSED GRADEEXISTING GROUNDEXISTING GROUNDPROPOSED GRADEPROPOSED GRADESTA.=14+38.67 INTERSECTION OFVIXEN DRIVE &STREET B EXISTING GROUNDEXISTING GROUND9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT77' ROW50'FL-FL5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK STREET A SEE SHEET R9 VIXEN DRIVE5' SIDEWALK 9' UTILITY EASEMENT5' SIDEWALKR20'R20'R20'R20'PROPOSED 30" VERTICALCURB & GUTTERPROPOSED 30" VERTICALCURB & GUTTERPROPOSED 30" VERTICALCURB & GUTTERSTA. = 14+38.67(VIXEN DRIVE)STA. = 35+18.70(STREET A)STA. = 10+00.00(VIXEN DRIVE)STA. = 28+91.51(CARRIAGE PARKWAY)CARRIAGE PARKWAY SEE SHEET R5 71'ROW44'FL -FL71'ROW44'FL - FLR10PLAN & PROFILE VIXEN DRIVE79 NORTHCENTERLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 17+00R13 LINEMATCHSTA17+00( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R10R11 WWWWSSSSSSS SS SS SSSSSS 9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT71' ROW44'FL-FL5' S IDEWALK 5' S IDEWALK VIXEN DR IVEDITCH ASEE SHEET ST5100 YR BOXELDERFLOODPLAIN 491549204925493049354915492049254930493517+0018+0019+0020+0021+0022+0023+0024+00491549204925493049354915492049254930493517+0018+0019+0020+0021+0022+0023+0024+00491549204925493049354915492049254930493517+0018+0019+0020+0021+0022+0023+0024+004927.75 4928.30 4928.79 4928.11 4927.064926.01 4927.34 4927.47 4927.61 4927.89 4928.02 4928.16 4928.44 4928.57 4928.71 4928.76 4928.62 4928.38 4927.85 4927.594927.334926.804926.544926.284925.754925.49 -1.05%PVI STA = 23+55.99PVI ELEV = 4925.43 90.0' VCHP ELEV = 4928.79HP STA = 20+05.61PVI STA = 20+19.67PVI ELEV = 4928.96BVCS: 19+74.67 BVCE: 4928.71 EVCS: 20+64.67 EVCE: 4928.48 A.D. = 1.60K = 56.254927.20 4927.75 4928.18 4927.46 4926.484925.59 4926.79 4926.93 4927.07 4927.34 4927.48 4927.62 4927.89 4928.03 4928.15 4928.11 4927.94 4927.70 4927.22 4926.974926.734926.244926.004925.774925.404925.22 -0.74%0.55%-0.97%PVI STA = 17+19.29 PVI ELEV = 4926.76 PVI STA = 22+67.65PVI ELEV = 4925.83PVI STA = 23+65.80PVI ELEV = 4925.10 93.2' VCHP ELEV = 4928.19HP STA = 19+95.49PVI STA = 20+08.45PVI ELEV = 4928.35BVCS: 19+61.82 BVCE: 4928.09 EVCS: 20+55.07 EVCE: 4927.90 A.D. = 1.52K = 61.204927.10 4927.65 4928.18 4927.52 4926.384925.38 4926.69 4926.83 4926.96 4927.24 4927.38 4927.51 4927.79 4927.93 4928.06 4928.17 4928.05 4927.80 4927.23 4926.954926.664926.094925.814925.604925.174924.95 -1.14%0.55%-0.86%PVI STA = 17+37.69 PVI ELEV = 4926.76 PVI STA = 22+48.19PVI ELEV = 4925.83PVI STA = 23+68.20PVI ELEV = 4924.80 86.8' VCHP ELEV = 4928.19HP STA = 20+11.72PVI STA = 20+26.85PVI ELEV = 4928.35BVCS: 19+83.48 BVCE: 4928.11 EVCS: 20+70.23 EVCE: 4927.86 A.D. = 1.69K = 51.3518" RCP STORMSTA.=23+29.26INV.=4919.05INLET F3STA 23+15.75RIM 4925.2±INV. IN 4919.13 (E)INV. OUT 4919.13 (W)INLET F2STA 23+39.04RIM 4925.3±INV. IN 4918.98 (E)INV. OUT 4918.98 (W)PROPOSED GRADEPROPOSED GRADEPROPOSED GRADEPROPOSED GRADEEXISTING GROUNDEXISTING GROUNDPROPOSED GRADEPROPOSED GRADEEXISTING GROUNDEXISTING GROUNDEXISTING GROUNDEXISTING GROUNDR11PLAN & PROFILE VIXEN DRIVE80 NORTHCENTERLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 17+00R12 LINEMATCHSTA17+00( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25RIGHT FLOWLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)R10R11 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /CONTROLIRRCONTROLIRRV.P./ / / / / / / // / / / / / / // / / / / / / // / / / / / / /CARRIAGE PARKWAY6' SIDEWALKPROSPECT ROADAAAA14' TURN LANE6' BIKE LANE12' TURN LANE12' TURN LANE12' TRAVEL LANE12' TRAVEL LANEAAK12' TURN LANE12' TRAVEL LANE12' TRAVEL LANE6' BIKE LANE14' TURN LANESTA.=12+48.35OFFSET=47'BEGIN4TIE INTO EXISTINGSTA.=12+48.12OFFSET=39'BEGIN4TIE INTO EXISTINGSTA.=12+59.04OFFSET=6'BEGIN5STA.=16+80.92OFFSET=45'BEGIN4END3STA.=16+80.92OFFSET=38'BEGIN4END3STA.=16+81.49OFFSET=13'BEGIN4END3STA.=19+13.92OFFSET=14'END4℄ STA.=19+13.92OFFSET=10'END4℄ STA.=19+13.92OFFSET=27'END5STA.=19+13.92OFFSET=38'END4STA.=18+60.27OFFSET=46'END4STA.=12+60.87OFFSET=34'BEGIN7END7℄ STA.=19+13.92OFFSET=22'END5℄ STA.=19+13.92OFFSET=2'END4STA.=16+80.92OFFSET=2'BEGIN4STA.=16+80.92OFFSET=10'BEGIN4STA.=14+80.92OFFSET=38'END4BEGIN3STA.=14+80.92OFFSET=45'END4BEGIN3STA.=12+60.30OFFSET=22'BEGIN5℄ STA.=19+91.92OFFSET=45'BEGIN4℄ STA.=19+91.92OFFSET=39'BEGIN4℄ STA.=19+91.92OFFSET=26'BEGIN4℄ STA.=19+91.92OFFSET=14'BEGIN7℄ STA.=19+91.92OFFSET=2'BEGIN7℄ STA.=19+91.92OFFSET=14'BEGIN4STA.=16+80.92OFFSET=27'CONTINUE5STA.=16+80.92OFFSET=22'CONTINUE5LLSTA.=12+55.15OFFSET=47'BEND4STA.=12+54.92OFFSET=39'BEND4STA.=13+05.15OFFSET=45'BEND4STA.=13+05.15OFFSET=38'BEND4/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXEOHU / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /PROSPECT ROAD15' UTILITY EASEMENT15' UTILITY EASEMENTA12' TURN LANE12' TRAVEL LANE12' TRAVEL LANE6' BIKE LANE14' TURN LANESTA.=23+91.92OFFSET=38'BEGIN3END4℄ STA.=25+55.59OFFSET=42'END3STA.=25+91.95OFFSET=34'BEGIN4END3STA.=23+91.92OFFSET=45'BEGIN3END4STA.=30+15.96OFFSET=22'END7TIE INTO EXISTINGSTA.=29+61.08OFFSET=34'END4TIE INTO EXISTINGSTA.=29+61.08OFFSET=6'END4TIE INTO EXISTING℄ STA.=21+91.92OFFSET=14'CONTINUE7℄ STA.=21+91.92OFFSET=2'CONTINUE7℄ STA.=25+91.95OFFSET=22'CONTINUE7STA.=25+91.92OFFSET=6'CONTINUE7℄ STA.=27+61.35OFFSET=6'CONTINUE7LSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125SG1STRIPING PLAN PROSPECT ROAD81 NORTHLINE MATCH STA 21+25SEE MIDDLE LEFT BOTTOM( IN FEET )1 inch = ft.Feet0############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/ / / / / / / /PROPOSED EDGE OF ASPHALTPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:PROPOSED LOT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEYDOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.3.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS, OR ASOTHERWISE SPECIFIED IN MUTCD.YELLOW ISLAND CROSS HATCHING10WHITE ISLAND CROSS HATCHING4" SOLID YELLOW LINE4" SOLID WHITE LINE(2) 4" SOLID LINES; 4" APARTDOUBLE YELLOW LINE4" BROKEN YELLOW LINE8" SOLID WHITE LINEDOUBLE YELLOW LINE4" SOLID AND 4" BROKEN; 4" APART963518247STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGBICYCLIST AND ARROW18" X 9' CROSSING LINE, SEE NOTESPREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKING18" WIDE STOP BARPREFORMED PLASTIC PAVEMENTMARKING "STOP" (22.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGSTRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKINGRIGHT TURN ARROW (15.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGLEFT TURN ARROW (15.5 S.F. EA.)RIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGTWO WAY LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENTMARKING "ONLY" (22.5 S.F. EA.)LHDCBKAEFGIJMLANE REDUCTION ARROWPREFORMED PLASTIC PAVEMENT MARKINGMEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES10'30'10'30'10'4" BROKEN WHITE1210'N"LANE ENDS"PREFORMED PLASTIC PAVEMENT MARKING3'3'3'3'3'4" WHITE DASHED LINEO18" WIDE WHITE MEDIAN STRIPINGPREFORMED PLASTIC PAVEMENT MARKINGA.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL ASTHE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMEDTHERMO-PLASTIC.C.ALL SIGNAGE SHALL BE PER LARIMER COUNTY (LCUASS) AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACETEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATIONOF STRIPING AND SYMBOLS.G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORTCOLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORETHE 2-YEAR WARRANTY PERIOD WILL BEGIN.L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUNDUTILITIES.M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TOINITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONALSIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTSSUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALLFALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEARON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL DEVICES, FOR ADDITIONAL DETAIL.P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.STRIPING LEGEND:STRIPING NOTES:3'3'3'3'3'8" WHITE DASHED LINE(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPINGPAVEMENT MARKINGSSTRAIGHT ARROW (15 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKING30'10'30'10'LEGEND:KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 TOPSG1SG1LINEMATCH STA21+25SEE MIDDLE LEFT V.P.6' SIDEWALKPROSPECT ROADSTA.=12+48.35OFFSET=47'BEGIN4TIE INTO EXISTINGSTA.=14+80.92OFFSET=38'BEGIN3END4STA.=12+48.12OFFSET=39'BEGIN4TIE INTO EXISTINGSTA.=16+80.92OFFSET=38'BEGIN4END3ABSTA.=16+78.92OFFSET=4'BEGIN4STA.=19+13.92OFFSET=45'END4℄ STA.=19+13.92OFFSET=8'END7STA.=12+78.92OFFSET=22'CONTUINE7BEGIN614' TURN LANE6' BIKE LANE12' TURN LANE12' TRAVEL LANE11' TRAVEL LANE11' TRAVEL LANESTA.=18+60.27OFFSET=46'END4STA.=14+80.92OFFSET=45'BEGIN3END4STA.=12+53.25OFFSET=7'BEGIN7TIE INTO EXISTINGSTA.=12+58.53OFFSET=22'BEGIN7STA.=12+24.63OFFSET=46'BEGIN4TIE INTO EXISTINGSTA.=12+24.63OFFSET=53'BEGIN4TIE INTO EXISTINGSTA.=12+24.63OFFSET=34'BEGIN12TIE INTO EXISTINGSTA.=12+49.60OFFSET=29'BEGIN12TIE INTO EXISTINGSTA.=16+80.92OFFSET=45'BEGIN4END3STA.=14+78.92OFFSET=50'BEGIN3END4STA.=14+78.92OFFSET=43'BEGIN3END4STA.=16+78.92OFFSET=45'BEGIN4END3STA.=16+78.92OFFSET=38'BEGIN4END3STA.=16+78.92OFFSET=15'BEGIN4STA.=19+13.92OFFSET=16'END7STA.=19+13.92OFFSET=38'END4STA.=19+13.92OFFSET=28'END4STA.=19+13.92OFFSET=38'END4℄ STA.=19+13.92OFFSET=27'END12STA.=19+13.92OFFSET=15'END412' TURN LANE12' TRAVEL LANE6' BIKE LANE12' TURN LANEA6' BIKE LANE12' TURN LANE12' TRAVEL LANE11' TRAVEL LANE11' TRAVEL LANE12' TURN LANE12' TRAVEL LANE6' BIKE LANE w/3' BUFFER14' TURN LANE℄ STA.=19+91.92OFFSET=15'BEGIN4℄ STA.=19+91.92OFFSET=38'BEGIN4℄ STA.=19+91.92OFFSET=27'BEGIN12℄ STA.=19+91.92OFFSET=3'BEGIN4STA.=19+91.92OFFSET=9'BEGIN7STA.=19+91.92OFFSET=16'BEGIN7STA.=19+91.92OFFSET=28'BEGIN12STA.=19+91.92OFFSET=45'BEGIN4℄ STA.=19+91.92OFFSET=39'BEGIN4℄ STA.=19+91.92OFFSET=41'BEGIN4℄ STA.=19+13.92OFFSET=4'END4STA.=16+78.92OFFSET=8'CONTUINE7STA.=13+47.89OFFSET=16'CONTUINE7AALXXXXXXEOHU / / / / / / / // / / / / / / // / / / / / / // / / / / / / /PROSPECT ROAD15' UTILITY EASEMENT15' UTILITY EASEMENT14' TURN LANE6' BIKE LANE12' TURN LANE12' TRAVEL LANE11' TRAVEL LANE11' TRAVEL LANE12' TURN LANE12' TRAVEL LANE6' BIKE LANE w/3' BUFFER℄ STA.=21+91.95OFFSET=3'END4STA.=21+91.95OFFSET=15'BEGIN3END4STA.=23+91.92OFFSET=38'BEGIN3END4STA.=23+91.92OFFSET=45'BEGIN3END4℄ STA.=25+55.59OFFSET=42'END3℄ STA.=25+91.95OFFSET=34'END3℄ STA.=21+91.95OFFSET=9'CONTUINE7STA.=25+91.96OFFSET=15'CONTUINE7END3℄ STA.=27+94.64OFFSET=15'END7℄ STA.=27+94.64OFFSET=16'END7℄ STA.=27+94.64OFFSET=39'END4℄ STA.=27+94.64OFFSET=42'END4℄ STA.=27+94.64OFFSET=27'END12LSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125SG2STRIPING PLAN PROSPECT ROAD ULTIMATE82 NORTHLINE MATCH STA 21+25SEE BOTTOM LEFT ( IN FEET )1 inch = ft.Feet0############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/ / / / / / / /PROPOSED EDGE OF ASPHALTPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:PROPOSED LOT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEYDOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.3.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS, OR ASOTHERWISE SPECIFIED IN MUTCD.YELLOW ISLAND CROSS HATCHING10WHITE ISLAND CROSS HATCHING4" SOLID YELLOW LINE4" SOLID WHITE LINE(2) 4" SOLID LINES; 4" APARTDOUBLE YELLOW LINE4" BROKEN YELLOW LINE8" SOLID WHITE LINEDOUBLE YELLOW LINE4" SOLID AND 4" BROKEN; 4" APART963518247STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGBICYCLIST AND ARROW18" X 9' CROSSING LINE, SEE NOTESPREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKING18" WIDE STOP BARPREFORMED PLASTIC PAVEMENTMARKING "STOP" (22.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGSTRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKINGRIGHT TURN ARROW (15.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGLEFT TURN ARROW (15.5 S.F. EA.)RIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGTWO WAY LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENTMARKING "ONLY" (22.5 S.F. EA.)LHDCBKAEFGIJMLANE REDUCTION ARROWPREFORMED PLASTIC PAVEMENT MARKINGMEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES10'30'10'30'10'4" BROKEN WHITE1210'N"LANE ENDS"PREFORMED PLASTIC PAVEMENT MARKING3'3'3'3'3'4" WHITE DASHED LINEO18" WIDE WHITE MEDIAN STRIPINGPREFORMED PLASTIC PAVEMENT MARKINGA.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL ASTHE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMEDTHERMO-PLASTIC.C.ALL SIGNAGE SHALL BE PER LARIMER COUNTY (LCUASS) AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACETEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATIONOF STRIPING AND SYMBOLS.G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORTCOLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORETHE 2-YEAR WARRANTY PERIOD WILL BEGIN.L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUNDUTILITIES.M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TOINITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONALSIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTSSUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALLFALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEARON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL DEVICES, FOR ADDITIONAL DETAIL.P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.STRIPING LEGEND:STRIPING NOTES:3'3'3'3'3'8" WHITE DASHED LINE(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPINGPAVEMENT MARKINGSSTRAIGHT ARROW (15 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKING30'10'30'10'LEGEND:KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 TOPBOTTOMSG2SG2LINEMATCH STA21+25SEE TOP RIGHT FOR REFERENCE ONLY -NOT FOR CONSTRUCTION / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /IRR CONTROL IRR9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTSTREET A CARRIAGE PARKWAY5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALKPROSPECT ROAD LAKE CANALTRIC CANAL ℄ STA.=10+79.25OFFSET=30'BEGIN1℄ STA.=10+79.25OFFSET=18'BEGIN6℄ STA.=10+79.26OFFSET=6'BEGIN7℄ STA.=10+79.25OFFSET=6'BEGIN7℄ STA.=10+79.25OFFSET=18'BEGIN4℄ STA.=10+79.25OFFSET=30'BEGIN1℄ STA.=10+89.48OFFSET=39'BEGIN4℄ STA.=12+53.50OFFSET=30'END1℄ STA.=11+44.50OFFSET=18'END4STA.=13+24.50OFFSET=30'BEGIN6END1STA.=13+24.50OFFSET=39'BEGIN6END4℄ STA.=14+17.10OFFSET=29'END6STA.=14+37.06OFFSET=18'BEGIN1END6℄ STA.=14+90.51OFFSET=18'END1STA.=14+43.08OFFSET=6'BEGIN5END7℄ STA.=14+90.51OFFSET=6'END5℄ STA.=13+00.51OFFSET=6'BEGIN1STA.=14+90.51OFFSET=6'END1STA.=14+13.50OFFSET=18'BEGIN4END6STA.=14+90.51OFFSET=18'END4℄ STA.=14+90.50OFFSET=27'END4℄ STA.=14+13.50OFFSET=27'BEGIN4A℄ STA.=15+83.48OFFSET=18'BEGIN4℄ STA.=15+83.48OFFSET=18'BEGIN4℄ STA.=15+83.48OFFSET=6'BEGIN4℄ STA.=15+83.49OFFSET=6'BEGIN7STA.=15+83.49OFFSET=21'BEGIN1STA.=16+83.49OFFSET=21'END1℄ STA.=16+83.49OFFSET=6'END4℄ STA.=18+03.49OFFSET=6'BEGIN7STA.=18+93.49OFFSET=0'BEGIN7END7℄ STA.=18+03.49OFFSET=21'BEGIN6℄ STA.=18+03.49OFFSET=21'BEGIN6STA.=18+93.49OFFSET=16'BEGIN1END6STA.=18+93.49OFFSET=16'BEGIN1END6STA.=18+93.49OFFSET=19'BEGIN4STA.=18+93.49OFFSET=19'BEGIN49' BIKE LANE12' TRAVEL LANE12' TRAVEL LANE12' TURN LANE12' TRAVEL LANE9' BIKE LANE12' TURN LANE12' TURN LANE9' BIKE LANE12' TURN LANE12' TRAVEL LANE12' TRAVEL LANE9' BIKE LANE12' TURN LANE12' TRAVEL LANE12' TRAVEL LANE9' BIKE LANE6' BIKE LANE w/ 3' BUFFER12' TRAVEL LANE12' TRAVEL LANE5' BIKE LANE w/ 3' BUFFER5' BIKE LANE w/ 3' BUFFER8' PARALLEL PARKING8' PARALLEL PARKINGABLABLLKK9' UTILITY EASEMENT9' UTILITY EASEMENT84' ROW54'FL-FLCARRIAGE PARKWAYLAKE C A N A L TRIC C A N A L ℄ STA.=18+03.49OFFSET=6'BEGIN7STA.=18+93.49OFFSET=0'BEGIN7END7℄ STA.=18+03.49OFFSET=21'BEGIN6℄ STA.=18+03.49OFFSET=21'BEGIN6STA.=18+93.49OFFSET=16'BEGIN1END6STA.=18+93.49OFFSET=16'BEGIN1END6STA.=18+93.49OFFSET=19'BEGIN4STA.=18+93.49OFFSET=19'BEGIN49' UTILITY EASEMENT12' TRAVEL LANE12' TRAVEL LANE5' B IKE LANE w / 3 ' BUFFER5' B IKE LANE w / 3 ' BUFFER8' PARALLEL PARK ING8' PARALLEL PARK ING9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK CARRIAGE PARKWAYVIXEN DRIVE 5' SIDEWALK5' SIDEWALK12' TRAVEL LANE12' TRAVEL LANE5' BIKE LANE w/ 3' BUFFER5' BIKE LANE w/ 3' BUFFER8' PARALLEL PARKING8' PARALLEL PARKING℄ STA.=29+32.35OFFSET=0'BEGIN7℄ STA.=28+48.32OFFSET=0'END7℄ STA.=28+48.32OFFSET=11'END4℄ STA.=28+48.32OFFSET=16'END1℄ STA.=28+48.32OFFSET=19'END4℄ STA.=29+32.35OFFSET=11'BEGIN4℄ STA.=29+32.35OFFSET=16'BEGIN1℄ STA.=29+32.35OFFSET=19'BEGIN412' TRAVEL LANE12' TRAVEL LANE5' BIKE LANE w/ 3' BUFFER5' BIKE LANE w/ 3' BUFFER8' PARALLEL PARKING8' PARALLEL PARKINGSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125SG3STRIPING PLAN CARRIAGE PARKWAY83 LINEMATCH STA20+00SEE MIDDLE RIGHT ( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR/ / / / / / / /PROPOSED EDGE OF ASPHALTPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:PROPOSED LOT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEYDOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.3.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS, OR ASOTHERWISE SPECIFIED IN MUTCD.YELLOW ISLAND CROSS HATCHING10WHITE ISLAND CROSS HATCHING4" SOLID YELLOW LINE4" SOLID WHITE LINE(2) 4" SOLID LINES; 4" APARTDOUBLE YELLOW LINE4" BROKEN YELLOW LINE8" SOLID WHITE LINEDOUBLE YELLOW LINE4" SOLID AND 4" BROKEN; 4" APART963518247STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGBICYCLIST AND ARROW18" X 9' CROSSING LINE, SEE NOTESPREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKING18" WIDE STOP BARPREFORMED PLASTIC PAVEMENTMARKING "STOP" (22.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGSTRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKINGRIGHT TURN ARROW (15.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGLEFT TURN ARROW (15.5 S.F. EA.)RIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGTWO WAY LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENTMARKING "ONLY" (22.5 S.F. EA.)LHDCBKAEFGIJMLANE REDUCTION ARROWPREFORMED PLASTIC PAVEMENT MARKINGMEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES10'30'10'30'10'4" BROKEN WHITE1210'N"LANE ENDS"PREFORMED PLASTIC PAVEMENT MARKING3'3'3'3'3'4" WHITE DASHED LINEO18" WIDE WHITE MEDIAN STRIPINGPREFORMED PLASTIC PAVEMENT MARKINGA.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL ASTHE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMEDTHERMO-PLASTIC.C.ALL SIGNAGE SHALL BE PER LARIMER COUNTY (LCUASS) AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACETEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATIONOF STRIPING AND SYMBOLS.G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORTCOLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORETHE 2-YEAR WARRANTY PERIOD WILL BEGIN.L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUNDUTILITIES.M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TOINITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONALSIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTSSUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALLFALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEARON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL DEVICES, FOR ADDITIONAL DETAIL.P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.STRIPING LEGEND:STRIPING NOTES:3'3'3'3'3'8" WHITE DASHED LINE(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPINGPAVEMENT MARKINGSSTRAIGHT ARROW (15 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKING30'10'30'10'LEGEND:KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25NORTH NORTHNORTHSG3SG3SG3SG4SG4TOPBOTTOMMIDDLELINEMATCHSTA20+00SEE TOP LEFTLINEMATCH STA26+00SEE BOTTOM RIGHTLINEMATCHSTA31+50SEE SHEET SG3 (TOP RIGHT)LINE MATCH STA 26+00SEE MIDDLE LEFT WSSSSSSS SS SS SS 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAY12' TRAVEL LANE12' TRAVEL LANE5' BIKE LANE w/ 3' BUFFER5' BIKE LANE w/ 3' BUFFER8' PARALLEL PARKING8' PARALLEL PARKING84' ROW54'FL-FL℄ STA.=41+09.82OFFSET=0'END7℄ STA.=41+09.82OFFSET=11'END4℄ STA.=41+09.82OFFSET=16'END1℄ STA.=41+09.82OFFSET=19'END4℄ STA.=41+09.82OFFSET=11'END4℄ STA.=41+09.82OFFSET=16'END1℄ STA.=41+09.82OFFSET=19'END49' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' S IDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAY5' BIKE LANE w/ 3' BUFFER12' TRAVEL LANE12' TRAVEL LANE5' BIKE LANE w/ 3 ' BUFFER5' BIKE LANE w/ 3 ' BUFFER8' PARALLEL PARKING8' PARALLEL PARKING84' ROW54'FL-FLSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125SG4STRIPING PLAN CARRIAGE PARKWAY84 LI N E M A T C H ST A 31 + 5 0 SE E S H E E T S G 2 ( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR/ / / / / / / /PROPOSED EDGE OF ASPHALTPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:PROPOSED LOT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEYDOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.3.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS, OR ASOTHERWISE SPECIFIED IN MUTCD.YELLOW ISLAND CROSS HATCHING10WHITE ISLAND CROSS HATCHING4" SOLID YELLOW LINE4" SOLID WHITE LINE(2) 4" SOLID LINES; 4" APARTDOUBLE YELLOW LINE4" BROKEN YELLOW LINE8" SOLID WHITE LINEDOUBLE YELLOW LINE4" SOLID AND 4" BROKEN; 4" APART963518247STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGBICYCLIST AND ARROW18" X 9' CROSSING LINE, SEE NOTESPREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKING18" WIDE STOP BARPREFORMED PLASTIC PAVEMENTMARKING "STOP" (22.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGSTRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKINGRIGHT TURN ARROW (15.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGLEFT TURN ARROW (15.5 S.F. EA.)RIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGTWO WAY LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENTMARKING "ONLY" (22.5 S.F. EA.)LHDCBKAEFGIJMLANE REDUCTION ARROWPREFORMED PLASTIC PAVEMENT MARKINGMEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES10'30'10'30'10'4" BROKEN WHITE1210'N"LANE ENDS"PREFORMED PLASTIC PAVEMENT MARKING3'3'3'3'3'4" WHITE DASHED LINEO18" WIDE WHITE MEDIAN STRIPINGPREFORMED PLASTIC PAVEMENT MARKINGA.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL ASTHE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMEDTHERMO-PLASTIC.C.ALL SIGNAGE SHALL BE PER LARIMER COUNTY (LCUASS) AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACETEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATIONOF STRIPING AND SYMBOLS.G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORTCOLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORETHE 2-YEAR WARRANTY PERIOD WILL BEGIN.L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUNDUTILITIES.M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TOINITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONALSIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTSSUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALLFALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEARON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL DEVICES, FOR ADDITIONAL DETAIL.P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.STRIPING LEGEND:STRIPING NOTES:3'3'3'3'3'8" WHITE DASHED LINE(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPINGPAVEMENT MARKINGSSTRAIGHT ARROW (15 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKING30'10'30'10'LEGEND:KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 NORTHNORTHTOPMIDDLESG3SG3SG3SG4SG4LINEMATCH STA38+00SEE TOP LEFT LINEMATCHSTA38+00SEE MIDDLE CENTER / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSEMMMSS SSSSSSSSSSCONTROL IRR V.P.V.P.V.P.V.P.MMSMMMM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SBSBSBSBCA R R I A G E P A R K W A Y KIT DEN DR.HUNTSMAN DR.VIXEN DR. 8" SS 8" SS 8" SS TTTTTSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRONFFTCONT ROLIRR CONTRO L IRRV.P.GAS/ / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / / / / / / / / / / X X B MB MCCTCCTTCCTCutilLIDSSSSCTV CTV MM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSSTREET AVIXEN DRIVECARRIAGE PKWYPROSPECT ROADLAKE CANALTRIC CANALSOUTHEAST FRONTAGE ROADINTERSTATE 25 LOT 7LOT 6LOT 2TRACT ELOT 3TRACT FLOT 5TRACT HLOT 9TRACT JTRACT ITRACT KTRACT LTRACT MTRACT NLOT 1LOT 8LOT 13LOT 10LOT 11LOT 4LOT 12TRACT CTRACT BTRACT DTRACT ATRACT GTRACT OSG5SIGNAGE PLAN85 NORTHSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125( IN FEET )1 inch = ft.Feet0150150150300450CALL 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.CallRKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETP0TSONLY312411122334555544544545 CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'11+004904490849124916490449084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'11+504904490849124916490449084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'12+004904490849124916490449084912491602040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'12+504904490849124916490449084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'13+004904490849124916490449084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'13+504904490849124916490449084912491602040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'14+004906490849124916490649084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'14+504906490849124916490649084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'15+004906490849124916490649084912491602040600-20-40-60-2.20%-2.20%-1.91%-2.20%-1.91%-2.20%-1.91%-2.20%-1.95%-2.20%-2.04%-2.20%-2.20%-2.19%-2.20%-2.20%ROW ROW ROW ROW ROW ROW ROW ROW ROWROW CONTROL IRR CONTROL IRR VAULT F.O.GGGFO VAULT F.O.G/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /11+00 11+50 12+00 12+50 13+00 13+50 14+0014+5015+00 9' UTIL. EASEMENT9' UTIL. EASEMENT5' SIDEWALK5' SIDEWALKSTREET A CARRIAGE PARKWAYPROSPECT ROAD LOT 6LOT 3STORM DRAIN CSEE SHEET ST3EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125XS1CROSS SECTIONS CARRIAGE PARKWAY86 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'15+504906490849124916490649084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'16+004908491249164920490849124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'16+504910491249164920491049124916492002040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'17+004910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'17+504910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'18+004910491249164920491049124916492002040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'18+504910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'19+004910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'19+504910491249164920491049124916492002040600-20-40-60-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROWROW ROW ROWROW ROW 15+00 15+50 16+00 16+50 17+00 17+50 18+0018+5019+0019+50 9' UTILITYEASEMENT5' SIDEWALK5' SIDEWALK9' UTILITYEASEMENT81' ROW54'FL-FLSTREET A LOT 33LOT 18LOT 11TRACT JLAKE CANAL CULVERT BSEE SHEET LC3TRIC CULVERT ASEE SHEET TRIC1EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125XS2CROSS SECTIONS CARRIAGE PARKWAY87 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 19+5020+0020+50 21+00 21+50 22+00 22+5023+0023+5024+00 81' ROW54'FL-FL9' UTIL. EASEMENT5' SIDEWALK9' UTIL. EASEMENT5' SIDEWALKTRACT JLOT 10LOT 11STORM DRAIN ASEE SHEET ST1CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'20+004910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'20+504910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'21+004910491249164920491049124916492002040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'21+504910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'22+004910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'22+504914491649204924491449164920492402040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'23+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'23+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+004914491649204924491449164920492402040600-20-40-60-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROWROW ROW ROWROW ROW EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125XS3CROSS SECTIONS CARRIAGE PARKWAY88 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 24+00 24+50 25+00 25+50 26+00 26+50 27+0027+5028+0028+509' UTIL. EASEMENT9' UTIL. EASEMENT5' SIDEWALK5' SIDEWALK81' ROW54'FL - FLCARRIAGE PARKWAYLOT 10LOT 11STORM DRAIN BSEE SHEET ST2CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+504914491649204924491449164920492402040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'27+004914491649204924491449164920492402040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'27+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'28+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'28+504914491649204924491449164920492402040600-20-40-60-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROWROW ROW ROWROW EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125XS4CROSS SECTIONS CARRIAGE PARKWAY89 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 28+50 29+00 29+50 30+00 30+50 31+00 31+5032+0032+5033+0033+5034+009' UTIL.EASEMENT9' UTIL. EASEMENT5' SIDEWALK5' SIDEWALK 54'FL - FL81' ROWCARRIAGE PARKWAYVIXEN DRIVETRACT MTRACT NCULVERT 1SEE SHEET ST7CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'29+004916492049244928491649204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'29+504916492049244928491649204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'30+004916492049244928491649204924492802040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'30+504916492049244928491649204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'31+004916492049244928491649204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'31+504916492049244928491649204924492802040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'32+004918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'32+504918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'33+004918492049244928491849204924492802040600-20-40-60-2.20%-2.20%0.50%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROWROW ROW ROW ROW EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125XS5CROSS SECTIONS CARRIAGE PARKWAY90 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 3 2 + 5 0 33 + 0 0 33 + 5 0 34+ 0 0 34+5 0 35+00 35+50 36+0036+5037+0037+509' UTIL. EASEMENT9' UTIL. EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAY81' ROW54'FL - FLLOT 13LOT 12LOT 12LOT 12CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'33+504918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'34+004918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'34+504918492049244928491849204924492802040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'35+004918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'35+504918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'36+004920492449284932492049244928493202040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'36+504920492449284932492049244928493202040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'37+004920492449284932492049244928493202040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'37+504922492449284932492249244928493202040600-20-40-60-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROWROW ROW ROWROW ROW EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125XS6CROSS SECTIONS CARRIAGE PARKWAY91 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 WWWFODSSSSSSSSS SS SSSSSSSTSTSTGGGG 38+00 38+50 39+00 39+50 40+00 40+50 41+00 81' ROW54'FL-FL9' UTIL. EASEMENT5' SIDEWALK9' UTIL. EASEMENT5' SIDEWALKLOT 12LOT 13STORM DRAIN GSEE SHEET ST5CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'38+00492249244928493249364922492449284932493602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'38+50492249244928493249364922492449284932493602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'39+004922492449284932492249244928493202040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'39+504924492849324936492449284932493602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'40+004922492449284932492249244928493202040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'40+504922492449284932492249244928493202040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'41+004918492049244928491849204924492802040600-20-40-60-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.54%-2.02%ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROW ROW ROW ROW EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125XS7CROSS SECTIONS CARRIAGE PARKWAY92 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'13+00490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'13+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'14+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'14+50490449084912491649044908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'15+00490449084912491649044908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'15+50490449084912491649044908491249160204060800-20-40-60-80-2.37%-2.20%-2.29%-2.20%-2.23%-2.20%-2.20%-2.20%-2.20%-2.20%-2.25%-2.20%4915.84916.034914.44914.664913.14913.58 4911.9 4912.80 4911.1 4912.28 4910.6 4911.92 DD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /DDDDVAULTELECVAULTELEC/ / / / / / / // / / / / / / // / / / / / / /13+00 13+50 14+00 14+50 15+00 15+50PROSPECT ROADKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 XS8CROSS SECTIONS PROSPECT INTERIM93 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRPROSPECT INTERIMCROSS SECTION PROFILESSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETXS8XS9XS10XS11XS12 CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'16+00490449084912491649044908491249160204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'16+50490449084912491649044908491249160204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'17+00490449084912491649044908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'17+50490449084912491649044908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'18+00490449084912491649044908491249160204060800-20-40-60-80-2.41%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'18+50490449084912491649044908491249160204060800-20-40-60-80-2.20%-2.20%4910.44911.824910.44911.984910.74912.28 4911.0 4912.58 4911.3 4912.90 4911.6 4913.43 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /15+5016+00 16+50 17+00 17+50 18+00 18+50STORM DRAIN C2SEE SHEET ST3PROSPECT ROADKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 XS9CROSS SECTIONS PROSPECT INTERIM94 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRPROSPECT INTERIMCROSS SECTION PROFILESSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETXS8XS9XS10XS11XS12 CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'20+50490649084912491649064908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'21+00490649084912491649064908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'21+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'19+00490649084912491649064908491249160204060800-20-40-60-80-2.20%-2.20%CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'19+50490649084912491649064908491249160204060800-20-40-60-80-2.20%-2.20%CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'20+00490649084912491649064908491249160204060800-20-40-60-80-2.20%-2.20%4911.94913.954912.34914.484912.94915.00 -2.20%-2.20%4913.4 4915.53-2.20%-2.20%4913.8 4916.05-2.20%-2.20%4914.2 4916.55 FESCONTROLIRRCONTROLIRRV.P.FESVAULTF.O.ELECHYDGASW WWW/ / / / / / / /X FO FOGGGGELECELECFOVAULTF.O.VAULTF.O.FOFOFOFOFOFOFOGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /19+00 19+50 20+00 20+50 21+00 21+50STORM DRAIN CSEE SHEET ST3PROSPECT ROADLOT 6KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 XS10CROSS SECTIONS PROSPECT INTERIM95 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRPROSPECT INTERIMCROSS SECTION PROFILESSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETXS8XS9XS10XS11XS12 CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'22+00490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'22+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'23+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'23+50490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+50490849124916492049084912491649200204060800-20-40-60-80-2.20%-2.20%4914.54916.82-2.20%-2.20%4914.64916.79-2.20%-2.20%4914.64916.46 -2.20%-2.20%4914.6 4915.86-2.11%-2.20%4914.5 4915.17-2.25%-2.20%4914.5 4914.68 XXCCMWTELECELECELECELECFOFOFOFOFOFOFOFOFOWGGGGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /22+00 22+50 23+00 23+50 24+00 24+50 25+00 LOT 7PROSPECT ROADKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 XS11CROSS SECTIONS PROSPECT INTERIM96 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRPROSPECT INTERIMCROSS SECTION PROFILESSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETXS8XS9XS10XS11XS12 CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+00490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+50490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'27+00490849124916492049084912491649200204060800-20-40-60-80-2.49%-2.20%4914.74914.44-2.22%-2.20%4914.84914.46-2.20%-2.20%4915.04914.69 -2.20%-2.20%4915.0 4914.94-2.20%-2.20%4915.1 4915.19 XXCOHU F ESFE SHYDELECF.O.ELECFOF.O.F.O.F.O.F.O.MH2OFOMFOFOFOFOFOFOFOFOFOFOFO WWWWWWWWW/ / / / / / / // / / / / / / /GGGGGGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /25+00 25+50 26+00 26+50 27+00 LOT 7PROSPECT ROADKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 XS12CROSS SECTIONS PROSPECT INTERIM97 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRPROSPECT INTERIMCROSS SECTION PROFILESSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETXS8XS9XS10XS11XS12 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT81' ROW54'FL-FL77' ROW50'FL-FLSTREET ACARRIAGE PARKWAY 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALKR20'R20'30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)9' UTILITY EASEMENT 5' SIDEWALK R20'R20'77' CROWN TRANS.2.2%2.2% 1.0%1.0%3.0%2.7%1.0%0.5%0.5%1.6%1.3%0.5%1.3%1.3%1.0%15.1314. 5 9 15.4315.0116.0215.7815.4015.2615.31 15.56 14.7614.7315.3816. 2 2 15.3816.0216.6916.0215.6316.0915.7216.4416.5116.8316.56 16. 7 516.6516.1216.1016.1715.8916.1015.4915.0014.8214.90 15.63 15.6915.7616.4316.0015.9316.4116.3316.3315.7115.66 15.3915.1814.4214.6614.7414.8414.8815.5515.472.2%2.2%LOT 6LOT 4LOT 3LOT 59' UTILITY EASEMENT9' UT IL ITY EASEMENT77' ROW50'FL-FL5' S IDEWALK 5' SIDEWALKSTREET A5' SIDEWALK9' UTILITY EASEMENTR20'R20'30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)5' SIDEWALK9' UTILITY EASEMENT71' ROW44' FL - FL71' ROW44' FL - FL30" VERTICALCURB & GUTTER75' CROWN TRANS .24.6424.9724.812 5 . 4 025.3024.8825.6325.71 25.3325.7924.23 25.3624.7825.1025.42 25.2925.3924.9225. 4 9 25.67 26.0325.8426.1925.4623.5623.5625.4125.3826.07 26.042.2%2.2%2.0%2.3%2.2%2.2%5' SIDEWALK9' UTILITY EASEMENTVIXEN DRIVELOT 10LOT 12LOT 924.9725.19GG9' UT IL ITY EASEMENT5' SIDEWALK5' SIDEWALKVIXEN DRIVE9' UTILITY EASEMENT9' UTILITY EASEMENT5' S IDEWALK9' UTIL ITY EASEMENT5' S IDEWALK9' UTILITY EASEMENT5' SIDEWALK81' ROW54' FL - FL71' ROW44' FL - FLSTORM DRAIN LINE BSEE SHEET ST28' CONCRETE PANR20'R20'R20'R20'30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)PROJECTBOUNDARY9' UTILITY EASEMENT5' SIDEWALK 24.1923.4723.4723.0922.7022.9723.38CARRIAGE PARKWAY75' CROWN TRANS.24.14 23.5323.53 23.7023.7023.5623.0022.5822.7923.1023.1822.8822.79 23.1123.002.2%0.8%0.6%0.6%0.6%0.6%0.6%0.6%0.9%0.7%2.2%2.2%2.2%2.2%23.7423.6623.7923.8723.7123.5323.7423.5423.5423.1022.9722.9123.4923.6023.0323.1223.30 23.4223.3723.790.6%0.1%22.9922.9023.2023.2322.9923.0523.15 22.9923.1623.3523.5523.6823.4223.4923.2723.20 1.6%0.8%22.84LOT 10TRACT MSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETINT1DETAILS INTERSECTION98 NORTH( IN FEET )1 inch = ft.Feet02020204060CALL 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.CallRINTERSECTION DETAILCARRIAGE ARKWAY & VIXEN DRIVEINTERSECTION DETAILCARRIAGE PARKWAY & STREET AINTERSECTION DETAILSTREET A & VIXEN DRIVEBACDCBA FESCONTROLIRRCONTROLIRRV.P.F ESELECGASX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / / X X ELECELEC/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /9' UTILITY EASEMENT5' SIDEWALKPROSPECT ROAD15' UTILITY EASEMENTCARRIAGE PARKWAY 9' UTILITY EASEMENT 5' SIDEWALK PROPOSED RAINGARDEN 1STORM DRAIN CSEE SHEET ST3R65'R85'R25'6' SIDEWALK6' SIDEWALK30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)12.1811.4912.5512.8413.0812.3112.6212.5012.1612.0211.7411.6212.4512.70 13.1713.1312.7312.5012.5812.5812.5712.94 12.9312.8412.9113.7512.5612.7212.8813. 3 7 13.54 13.6813.4114.1814.5614.4412.8112.8012.2313.5114.5112.9015.5315.0013.9513.430.5%0.5%0.9%0.8%2.1%0.5% 1.2% 2.9%3.1%14.6813.6213.2213.8314.2215.182.2%2.2% 2.2%2.2%0.6%1.0%0.7%1.1%1.2%1.2%0.0%0.4%1.1%0.7 %30" VERTICALCURB & GUTTER1.9%2.2%13.9413.552.2% 2.2%R2.50R5.00R5.00LOT 6LOT 3SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETINT2DETAILS INTERSECTION99 NORTH( IN FEET )1 inch = ft.Feet02020204060CALL 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.CallRINTERSECTION DETAILPROSPECT ROAD & CARRIAGE PARKWAYDDCBA D1UTILITY DETAILS100SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 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 D2UTILITY DETAILS101SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR D3UTILITY DETAILS102SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 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.CallRoECBEECDPLAN D4UTILITY DETAILS103SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 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.CallRTURF REINFORCEMENT MAT - SCOUR STOP402403PERMANENT TURF REINFORCEMENT MATSEE DETAIL 3,TYPICALSEE DETAIL 6,TYPICALSEE DETAIL 2,TYPICALSEE DETAIL 1,TYPICALLANDLOK® 300,SEE NOTE 1SEE DETAIL 9,TYPICALELEVATION 1: INSTALLATION OFLANDLOK® 300 TRM ON A SLOPENOTE: ALL PINS ARE NOT SHOWNFOR THE PURPOSE OF CLARITYDETAIL 8: SIMULATED CHECK SLOT DETAIL1' MAX(300 mm)LANDLOK® 300,SEE NOTE 16" MIN(150 mm)PIN, SEE DETAIL 645' MAX OR NEAR MIDPOINT OF SLOPE(13.5 m)1' MAX(300 mm)1' MAX(300 mm)LANDLOK® 300,SEE NOTE 1TOP OF SLOPE / UP STREAMBOTTOM OF SLOPE / DOWN STREAMDETAIL 7: OVERLAP AT ROLL END DETAILOVERLAPPING ENDFLOW OF WATER ORDIRECTION OFPREVAILING WINDROLL EDGEDETAIL 4: PIN PATTERNVERTICAL PIN SPACINGPER PDEA/PIN SCHEDULEHORIZONTAL PIN SPACINGPER PDEA/PIN SCHEDULELANDLOK® 300,SEE NOTE 1PIN, SEEDETAIL 6DETAIL 6: PIN12 - 24"1.5" (38 mm) DIAMETERSTEEL WASHER0.20" (5 mm)DIAMETER STEELSEE NOTE 2 FOR PIN DESCRIPTIONPIN, SEE DETAIL 63" OVERLAP MIN(75 mm)OFFSET PDEA AS SHOWN TOCREATE A CHECKERBOARD PATTERNPIN, SEE DETAIL 6FLOW OF WATER ORDIRECTION OF PREVAILING WINDDETAIL 5: PIN PATTERNPINS ON 12" (300 mm) CENTERSON ROLL EDGE OVERLAPSBETWEEN PDEASLANDLOK® 300,SEE NOTE 1PIN SCHEDULESECURING DEVICEPINHORIZONTALPDEA SPACING2' (0.60 m)VERTICALPDEA SPACING2.5' (0.75 m)EMBEDMENT DEPTHPER MANUFACTURESDESIGNPIN SPACING,SEE DETAIL 4DETAIL 9: VEGETATION ESTABLISHMENTTOPSOIL AS SPECIFIEDBY ENGINEER OF RECORD,NOT TO EXCEED THICKNESSOF 1" (25 mm)LANDLOK® 300,SEE NOTE 1SELECT FILL MATERIALAS SPECIFIED BYENGINEER OF RECORDTOPSOIL AS SPECIFIED BYENGINEER OF RECORDPIN,SEE DETAIL 6,TYPICALLANDLOK® S2 ECB,SEE NOTE 3LANDLOK® 300,SEE NOTE 1DETAIL 2: TOE OF SLOPE (TOS) TRENCHPINS ON 12"(300 mm) CENTERS,SEE DETAIL 6SEE DETAIL 3,TYPICAL1'(300mm)1'(300mm)COMPACTEDBACKFILL5'(1.5 m) MINRevDrawn By:09/15/2014Date:Scale:NTSD.LOIZEAUX*ALL DIMENSIONS ARE TO BE VERIFIED BY ENGINEER OF RECORD1 of 1©2014 Propex Operating Company, LLCPlease note that the information presented herein is general information only. It is for conceptual use only and not intended to be used for construction.While every effort has been made to ensure its accuracy, this information should not be used for a specific application without independent professionalexamination and verification of its suitability, applicability, and accuracy. This engineering drawing is protected by the Copyright Act, 17 U.S.C. §101 et seq.and may be used ONLY with the express written permission of Propex in connection with Propex products. Any copying, distributing, and/or creation of aderivative work without permission of Propex is prohibited and is subject of actual damages, statutory damages and attorney's fees under the Copyright Act. EROSION CONTROL INSTALLATION DETAILSLANDLOK® 300 TRM ON A SLOPE FOR EROSION CONTROL GENERAL INSTALLATION GUIDELINESGENERAL NOTES1.Landlok® 300 TRM is a three-dimensional, lofty, woven polypropylene geotextile that is available in green or tan which is specially designed for erosion control applications on steepslopes and vegetated waterways. The matrix is composed of polypropylene monofilament yarns featuring X3® technology woven into a uniform configuration of resilient pyramid-likeprojections. The material exhibits very high interlock and reinforcement capacity with both soil and root systems, demonstrates superior UV resistance, and enhances seedlingemergence.2.The 12”, 18”, and 24” Securing Pins are composed of a wire, mushroomed at the top. A washer is then placed on the wire and the wire is crimped or swedged about 3-1/2” below thetop so the washer will not slide off. The end of the wire is cut at a 45 degree angle for easy penetration of the soil. These Pins with washers conform to industry standards for erosioncontrol pins with washers.3.Landlok® S2 Erosion Control Blankets consist of 100% wheat straw mechanically bound and covered on both sides by netting. The straw is homogeneously blended and evenlydistributed throughout the blanket. The netting is photodegradable polypropylene with mesh openings of approximately 3/8 in. by 3/8 in. (11 mm by 11 mm). The blanket is sewn onapproximately 2 in. (51 mm) centers with photodegradable polypropylene thread. This product is NTPEP approved for AASHTO standards.BEFORE INSTALLATION BEGINS1.Coordinate with a Propex Representative: A pre-construction meeting is suggested with the construction team and a representative from Propex. This meeting should be scheduledby the contractor with at least a two week notice.2.Gather the Tools Needed: Tools that you will need to install Pyramat include a pair of industrial shears to cut Pyramat and tape measure.3.Determine how to Establish Vegetation: The method of vegetation establishment should be determined prior to the start of installation. Different vegetation establishment methodsrequire different orders of installation. Refer to Establish Vegetation for further guidance.4.Please consult the Propex Website for the most up to date installation guidelines.LANDLOK® 300,SEE NOTE 11'(300 mm)1'(300 mm)COMPACTEDBACKFILLDETAIL 1: CREST OF SLOPE (COS) TRENCHPINS ON 12"(300 mm) CENTERS,SEE DETAIL 63'(0.9 m) MINPINS ON 12"(300 mm) CENTERSSEE DETAIL 7DETAIL 3: BREAK IN SLOPE INTERFACELANDLOK® 300,SEE NOTE 1TURF REINFORCEMENT MAT (TRM)LANDLOK® 300 INSTALLATION DETAILS FOR CHANNELSNOTE : LANDLOK 300 SHOULD BE SHINGLED INTHE DIRECTION OF THE DOWN SLOPE AND FLOWINLET SCHEDULE40536" ANCHOR STRAPBULLET ANCHORRECESSED LOCKWASHERTRANSITION MATTURFREINFORCEMENTMATANCHOR PATTERNANCHOR ILLUSTRATIONMAX. 1"-2" DROPFROM CULVERT FLOWLINEONTO SCOURSTOP MATSPROFILE VIEWSECTION VIEW AAOUTLET AND CHANNEL SCOUR PROTECTION(TRANSITION MATS)DIRECTION OF FLOWTURF REINFORCEMENT MATWIDTH OFPROTECTIONLENGTH OF PROTECTIONDD= CULVERT DIAMETERTRANSIT ION MATSSOI L COVERAACULVERT OUTLET PROTECTION - PLAN VIEWINSTALL ANCHORS PER SCOURSTOP INSTALLATION GUIDELINESMINIMUM DEPTH 24" IN COMPACTED, COHESIVE SOIL.MINIMUM DEPTH 30" IN LOOSE, SANDY, OR WET SOILEXTRA ANCHORS AS NEEDED TO SECURE MAT TIGHTLY OVER SOILCOVERABUT TRANSITIONS MATS TO END OF CULVERT OR CULVERT APRON.ADJACENT MATS ABUT TOGETHER LATERALLY AND LONGITUDINALLY.MINIMUM 8 ANCHORS PER MAT.EXTRA ANCHORS AS NEEDED FOR LOOSE OR WET SOILS.PROTECT BARE/ DISTURBED DOWNSTREAMSOILS FROM EROSION WITH APPROPRIATESOIL COVER.NOTE:1.SCOUR STOP MAT PRODUCT UTILIZED FOR TURF REINFORCEMENT MAT DIMENSIONS. OTHER TURF REINFORCEMENT MATPRODUCTS EQUAL TO OR BETTER ALLOWED WITH APPROVAL OF THE ENGINEER AND CITY.2.SEEDING AT OUTFALL OF STORM SEWER SHALL BE COMPLETED PRIOR TO INSTALLATION OF TURF REINFORCEMENT MAT.SSSEEDING TO OCCURPRIOR TO INSTALLATION404ORIFICE PLATE(CONCRETE OUTLET STRUCTURE)ORIFICE OPENINGPLATE CENTEREDOVER PIPE OPENINGIN WALL12" Ø HOLES FOR38" Ø EXPANSION BOLTSEMBEDDING 2" INTOCONCRETE WALL @6" O.C. MIN.516" THICKGALVANIZEDSTEEL PLATEDD+4"D+4"ORIFICE INVERT SHALL MATCHPIPE INVERTCAD FILE NAME:DRAWN BY:T. COXD46.dwg8/15/05DATE DRAWN:CCAABB3'-6"Ls1'6"Ws6"6"VARIES VARIES 6"Ws/2 Ws/2SECTION C-CSECTION A-ASECTION B-BWELL SCREENFLOW CONTROL PLATE2'-6"6"Wo WoWoWp4" (TYP.) 1' (MAX.)PLAN6"3"CLR.D 1GENERAL NOTESSECTION D-DWQ DDAAOPP.CLR.ABBREVIATIONS@#WpWoTYP.DIA.O.C.MAX.MIN.LEGENDWQINV.ELEV.6"6"LsWsDETAILLAST DATE REVISED:4/7/11INLET IDTYPEA115' TYPE RA210' TYPE RC2-125' TYPE RC320' TYPE RC2-A125' TYPE RC2-B120' TYPE RC2-A210' TYPE RF210' TYPE RF310' TYPE RG25' TYPE RG35' TYPE ROutlet SummaryPond 1Pond 2ELEV A.4904.104911.00ELEV B.4904.404911.23ELEV C.4905.405079.90Dwq (FT.)0.300.23Ls (FT.)44Ws (FT.)44Wo (IN.)66HOLE DIA. (IN.) 6/81 1/4# OF ROWS23# OF COLUMNS32WQ PLATEPond IDOrifice Plate Diameter (in.)Pond 115 3/16Pond 210 1/2Pond 310 1/2REFER TO STORM PLAN AND PROFILES FOR "D" SIZE FOR EACH POND401 CURB OPENING2"CONCRETENOTES:1. MAXIMUM SPACING OF CONTRACTION JOINTS IS TEN (10) FEET.2. EXPANSION JOINTS REQUIRED AT 400 FOOT MAXIMUM SPACING. ADDITIONAL JOINTS MAY BEREQUIRED AT THE DISCRETION OF THE ENGINEER. SEE JOINT DETAILS.3. CONCRETE SURFACES TO RECEIVE A LIGHT BROOM FINISH.CROSS SECTION B - B400SCOUR-STOP4' MINPLANSCOUR-STOP4'x4' MIN. (WIDTH VARIES, SEE PLAN)6"6"MIN.4" CURBMINIMUM 6" THICK CDOTCLASS D CONCRETESCOUR-STOPFINISHED GRADE(RAIN GARDEN)1% ±CROSS SECTION A - A4"2"2'4:1AA4"2'6"RIBBED CONCRETE RUNDOWNBB4"100 YR-HGL D5UTILITY DETAILS104SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125CALL 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.CallRCurbFlareVariesCurbFlareRamp 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 36"2"R.2" 6"6" 12"1 1/2"R.2'-6"6"4 1/2"30"9"R 0.5"4.5"18"3.63"21.75"R 0.13"7"2"3.75"12"ROLL-OVERVERTICAL(LOVELAND)Gutter edge may betapered or battered.(Typical for all Curb && Gutter Types)ATTACHED 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)Double LinesNormal Width Line4" White4" Yellow4" Space4" WhitePreferential lane symbol(6' X 4') for designatedbikeways. White pavementmarking placed 65' (min) fromthe projected flowline andProjected Flowline (FL)NO CROSSPANContinental bars (9' X 1.5'):NO CROSSPAN OR EXISTING CROSSPANWhite Stop Bar (1.5' X Length)30' Gaps3:1 Ratio10' Segments4" WhiteBroken LineSTANDARDNO STOP BAR SPECIFIEDSTOP BAR SPECIFIEDSTOP BAR SPECIFIEDEXISTING CROSSPANCrosspan exits (no stop bar) -- shallNo crosspan -- shall be positioned along projected flowline.match the edge of the pan.Crosspan exits (stop bar specified) --shall be positioned along projectedflowline overlapping 4' of crosspan.12 3FL to stop bar14.5' Projected14.5' StopBar to FL13'9'1.5'6' Crosspan4'4'4'NOTES:Continental crosswalk bars shall be placedcentered on each lane line & in the center ofeach lane. (Lanes 5' wide or less shall notreceive a bar centered in the lane.) Both outsideContinental bars shall be centered on the curb &gutter when possible.If 6' crosspan exists, bars tomatch pan edge to 13' fromprojected FL.Exception: The downstream bike lane line shallterminate at the curb return.NOTE:All longitudinal (lane) striping shall terminate at thecontinental crosswalk bars when no stop bar exists.If a stop bar is specified, the striping shall terminateat the stop bar.65' (min)centered on bike lane.DrivewayDrivewaySidewalkSECTION A-ADetached SidewalkAttached SidewalkAttachedDetachedAll Sidewalk Thickness Shall Be 6" minimum.SidewalkNOTE:1. Sidewalk grade shall remain consistent across driveway2. For driveway design requirements, see CONST. DWG. Series 706 & 7073. This detail applies to Residential & Commercial driveways.6"2'-0"6'-0"T.C.F.L.Lip1/2" ExpansionJoint Material1/2" ExpansionJoint Material8" Commercial6" ResidentialAASidewalkMin. ELEC C VAULT F.O. CT CTVCTVCTVCTVCTVCTVCTVCTVCTV/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSOUTHEAST FRONTAGE ROADINTERSTATE 25LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LODLODLOD LOD LOD LOD LOT 9 TRACT C TRACT B TRACT D TRACT A LOT 8 EC1 EROSION CONTROL PLAN105 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 MATCH LINE - SEE SHEET EC2MATCH LINE - SEE SHEET EC4 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: WATERFIELD FORTH FILING CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Riprap CALCULATIONS CHART TOTAL DISTURBED PROJECT AREA 114.6 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 109.7 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 4.9 ACRES TOTAL STORAGE/STAGING AREA 1.0 ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A EST. PERCENT OF PROJECT AREA EXPOSED 95% EST. PERCENT VEGETATIVE COVER ~2.5%DENSITY EXISTING SOIL TYPE C-D CLAY LOAM APPROX. GROUNDWATER DEPTH. (BASED ON SUBSURFACE EXPLORATION REPORT BY EEC, INC., DATED SEPTEMBER 23, 2015) 10 FEET NUMBER OF PHASES W/ PROJECT N/A TOTAL VOLUME OF IMPORTED (+) / EXPORTED (-) MATERIALS 590,000 CUBIC YARDS TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE 300,000 SQ. FEET STEEPEST SLOPE 4:1 H:V DISTANCE FROM A RIPARIAN AREA OR SENSITIVE AREA 0 FEET EROSION CONTROL NOTES: 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED. 10.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. WATTLES SHALL BE PROVIDED AROUND BUILDING PAD SIDES TO ENSURE AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 11.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 12.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 13.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 16.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 17.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED IMMEDIATELY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. 18.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. 19.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THE PAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE. VAU L TEL EC VAULTELECVAULTELECUD UD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF STR E E T A VI X E N D R I V E LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SFSF SF LOT 12 LOT 9 LOT 10 TRACT I TRACT L EC2 EROSION CONTROL PLAN106 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 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 RMATCH LINE - SEE SHEET EC3MATCH LINE - SEE SHEET EC1MATCH LINE - SEE SHEET EC5 WVWV ELEC BRKR FO util LID D STSTVAULTELECVAULTELECUD UD UD UD U D U DUD UD UD UDSF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF CARRIAGE PARKWAYCARRIAGE PARK WAY LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSF SF SF SF SF SF S F S F SF SF SF SF SF SF SF SF POND 3 RAIN GARDEN 5 RAIN GARDEN 6 POND 3 LOT 15 LOT 12 TRACT N TRACT M TRACT L TRACT O EC3 EROSION CONTROL PLAN107 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R MATCH LINE - SEE SHEET EC6MATCH LINE - SEE SHEET EC2 C CT VAULT F.O. ELEC ELEC TC C T VAULT F.O. CCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGUD UD UD UD UD UD U D UD UD UD UD UD UDUDVAUL TELEC VAULTELECSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F S F S F S F S F S F S F S F S F S F S F S F S F SF SF SF SF S F S F S F SF SF SF S F S F S F S F S F S F S F S F S F S F S FSOUTHEAST FRONTAGE ROADINTERSTATE 25STR E E T A STREET AL A K E C A N A L T R I C C A N A L LODLODLODLODLODLODLODLODLODLODLODLODL O D LO D LO D L O D L O D L O D L O D L O D L O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D L O D LO D LODLODLODLODLODLODLODLODSF SF SF SF SF SF SF SF SF SF SF SF SF SF S F POND 2 RAIN GARDEN 2 RAIN GARDEN 3 POND 2 LOT 8 LOT 1 TRACT J TRACT H EC4 EROSION CONTROL PLAN108 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 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 RMATCH LINE - SEE SHEET EC5MATCH LINE - SEE SHEET EC7 MATCH LINE - SEE SHEET EC1 H2O UD UD UD UD UD UD UD VAULTELECVAULTELECUD SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF STR E E T A CAR RI A G E P A R K W A Y VIXEN DR IVE LAKE CANAL TRIC CANAL LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODSF SF SF SF SF SF SF SF POND 2 LOT 9 LOT 10 LOT 10 LOT 11 TRACT K TRACT J RAIN GARDEN 3 EC5 EROSION CONTROL PLAN109 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 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 RMATCH LINE - SEE SHEET EC6MATCH LINE - SEE SHEET EC8MATCH LINE - SEE SHEET EC4MATCH LINE - SEE SHEET EC2 12345G043223450G432100000000000000TFESFESVAUL TELECVAULTEL EC VAULTELEC UD UD UD UDSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFCARRIAGE PARK WAY VIXEN DR IVE LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSF SF SF SF SF SF SF POND 3 RAIN GARDEN 6 POND 3 TRACT N TRACT M EC6 EROSION CONTROL PLAN110 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R MATCH LINE - SEE SHEET EC9MATCH LINE - SEE SHEET EC5MATCH LINE - SEE SHEET EC3 6" W 6" W DD TRAFFIC VAULT TRAFFIC VAULT / / / / / / / // / / / / / / // / / / / / / /T VAULT F.O. C ELEC ELEC FE SFE SFE SD D D D DD VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /GGGGGGGGGGGGGG G G G G G G G G GUDUDUDUDU D U D U D UD UDUDUD UDVAULTELECSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSF SF SF SF SF SF SF SF SF S F S F S F SF SF SFSTREET APROSPECT ROADLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODL O D L O D LO D LODLODLODLODLOD SF SFSFSFS F S F S F S F SF SF SF SF SFSF SF POND 1 RAIN GARDEN 1 LOT 4 LOT 1 EC7 EROSION CONTROL PLAN111 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 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 RMATCH LINE - SEE SHEET EC8MATCH LINE - SEE SHEET EC4 XXC C H2O M W T FE SCONTROL IRR CONTROL IRR V.P.FE S VAULT F.O. ELEC GAS / / / / / / / // / / / / / / // / / / / / / /XELEC FFE SELEC ELEC ELECELEC ELEC FO VAULT F.O. VAULT F.O./ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / G G G G G G G G UD UD UD UD UD UD WAY 23 2 1WAY 13 2 1 WAY 33 2 1 WAY 43 2 1 WAY 53 2 1 VAULT ELEC VAULTELECVAULT ELEC VAULT ELEC SF SF SF SF SF SF SFSFSFS F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF STREET A CARRIAGE PARKWAYPROSPECT ROAD LAKE CANAL LAKE CANALTRIC CANAL LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLOD LOD L O D L O D L O D L O D L O D L O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODSF SF SF SF SF SF SF RAIN GARDEN 7 POND 4 LOT 2 LOT 6 LOT 7 LOT 5 LOT 4 TRACT K EC8 EROSION CONTROL PLAN112 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 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 RMATCH LINE - SEE SHEET EC9MATCH LINE - SEE SHEET EC4 MATCH LINE - SEE SHEET EC7 X XXXX XXH2O H2O H2O H2O H2O H2O H2O WV WV W C W CCW E CABLE W W W W W W W W W W W W W W W WW XV.P. V.P. V.P.V.P. CABLE MM C MM H2O OHUOHUOHUM / / / / / / / /345G432112345G0430000000000000/ / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /12" WF F TF E SFE SELEC F.O. ELEC FOF.O.F.O. F.O.F.O. M FO M / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / S F S F S F S F S F S F SFSFSFSFSFSFSFSFSF SF SF SF PROSPECT ROAD T R I C C A N A L L O D L O D L O D L O D L O D L O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOT 7 EC9 EROSION CONTROL PLAN113 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 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 RMATCH LINE - SEE SHEET EC8MATCH LINE - SEE SHEET EC6 EC10EROSION CONTROL DETAILS114 VTC ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2"100 1-1/2"90-100 1"20-55 3/4"0-15 3/8"0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES RS 001 CONCRETE WASHOUT AREA 002 ROCK SOCK 003 VEHICLE TRACKING PAD 004 SILT FENCE SF CWA 005 CURB INLET PROTECTION IP POSTS PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED.POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. SILT FENCE JOINTS DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. INSTALLATION NOTES: 1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. MAINTENANCE NOTES: 1. 2. 3. 4" MIN. 4" MIN. 1 12" x 1 12" WOODEN FENCE POSTS SF 006 SWALE WATTLE DIKE SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 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 EC11EROSION CONTROL DETAILS115 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 002 PLANTED RIPRAP INSTALLATION RP 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 001 SECTION G-G G PLAN G BOP BALE OUTLET PROTECTION 003 REVEGETATION SPECIFICATIONS “” “” • ELEC C VAULT F.O. CT SS SS SS SS SS SSSSSSSSCTVCTVCTVCTVCTVCTVCTVCTVCTV/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSS SS SS SS SS SS SS SS SS SS S SS SOUTHEAST FRONTAGE ROADINTERSTATE 25TRACT C TRACT B TRACT D TRACT A LOT 8 LOT 9 DYN1DYNAMIC EROSION CONTROL PLAN116 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 MATCH LINE - SEE SHEET EC2MATCH LINE - SEE SHEET EC4 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 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 EROSION CONTROL NOTES: 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED. 10.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. WATTLES SHALL BE PROVIDED AROUND BUILDING PAD SIDES TO ENSURE AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 11.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 12.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 13.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 16.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 17.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED IMMEDIATELY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. 18.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. 19.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THE PAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE. TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION/REMOVAL Project: RUDOLPH FARM Date: August 2022 Contractor to utilize this table to indicate when construction activities occur and when each associated BMP is installed or removed. CONSTRUCTION PHASE (Monthly)1 2 3 4 5 6 7 8 9 10 11 12 Comments Grading Overlot Swales, Drainageways Pipeline Installation Stormwater Concrete Installation Building Structure Miscellaneous Hardscape Amenities BEST MANAGEMENT PRACTICES Temporary Contour Furrows and Diversion Dikes (Ripping/Disking) Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Bales, Wattles, Etc) (WD) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/ etc. Permanent Mulching/Sealant Permanent Seed Planting Water Service Sanitary Sewer Service Curb and Gutter Concrete Parking and Drive Aisle WWH2O SSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS UGE UGEUGEUGEUGEUGEUGEUGE U G E U G E U G E U G E U G E U G E U G E U G E U G E U G E U G E UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEU G E U G E U G E U G E U G E U G E U G E U G E U G E U G E U G E UG E UGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGE UD UD STR E E T A VI X E N D R I V E LOT 12 LOT 10 LOT 9 DYN2DYNAMIC EROSION CONTROL PLAN117 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 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 RMATCH LINE - SEE SHEET EC3MATCH LINE - SEE SHEET EC5MATCH LINE - SEE SHEET EC1 WWELEC BRKR HY DW FO util LID D S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSTSTUGEUGEUGEUGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUD UD UD UD U D U DUD UD UD UDCARRIAGE PARKWAYCARRIAGE PARK WAY POND 3 RAIN GARDEN 5 RAIN GARDEN 6 POND 3 TRACT M TRACT N LOT 12 DYN3DYNAMIC EROSION CONTROL PLAN118 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R MATCH LINE - SEE SHEET EC6MATCH LINE - SEE SHEET EC2 C CT VAULT F.O. ELEC ELEC TC C T VAULT F.O. CCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UD UD UD UD UD UD U D UD UD UD UD UD UDUD UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGEUGE UGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGESOUTHEAST FRONTAGE ROADINTERSTATE 25STR E E T A STREET AL A K E C A N A L T R I C C A N A L POND 2 RAIN GARDEN 2 RAIN GARDEN 3 POND 2 TRACT F TRACT H LOT 8 LOT 1 DYN4DYNAMIC EROSION CONTROL PLAN119 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 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 RMATCH LINE - SEE SHEET EC5MATCH LINE - SEE SHEET EC7 MATCH LINE - SEE SHEET EC1 12 " S S 12 " S S UD UD UD UD UD UD UD UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UD STR E E T A CAR RI A G E P A R K W A Y VIXEN DR IVE LAKE CANAL TRIC CANAL RAIN GARDEN 3 POND 2 LOT 10 LOT 11 TRACT K TRACT F TRACT J LOT 10 DYN5DYNAMIC EROSION CONTROL PLAN120 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 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 RMATCH LINE - SEE SHEET EC6MATCH LINE - SEE SHEET EC8MATCH LINE - SEE SHEET EC4MATCH LINE - SEE SHEET EC2 12345G043223450G4321000000000000008" SS8" SS8" SS8" SS8" SS8" SS8" SSG G G G G G G G G G G G G G G GGGGGGGGGGGGGGGGGT 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W8" W 8" WHYDFESFESUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUD UD UD UDCARRIAGE PARK WAY VIXEN DR IVE POND 3 RAIN GARDEN 6 POND 3 TRACT M TRACT N DYN6DYNAMIC EROSION CONTROL PLAN121 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R MATCH LINE - SEE SHEET EC9MATCH LINE - SEE SHEET EC5MATCH LINE - SEE SHEET EC3 6" W 6" W DD TRAFFIC VAULT TRAFFIC VAULT / / / / / / / // / / / / / / // / / / / / / /T VAULT F.O. C ELEC ELEC FE SFE SFE SD D D D DD VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /UDUDUDUDU D U D U D UD UDUDUD UDUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEU G E U G E UG E UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGE U G E U G E UG E UGE UGE UGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGESTREET APROSPECT ROAD POND 1 RAIN GARDEN 1 LOT 1 LOT 4 TRACT F DYN7DYNAMIC EROSION CONTROL PLAN122 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 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 RMATCH LINE - SEE SHEET EC8MATCH LINE - SEE SHEET EC4 XXC C M T 12 " S S 12 " S S 12 " S S 12 " S S FE SCONTROL IRR CONTROL IRR V.P.FE S VAULT F.O. ELECHYD GAS / / / / / / / // / / / / / / // / / / / / / /XELEC FFE SELEC ELEC ELECELEC ELEC FO VAULT F.O. VAULT F.O./ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / UD UD UD UD UD UD UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGESTREET A CARRIAGE PARKWAYPROSPECT ROAD LAKE CANAL LAKE CANALTRIC CANAL RAIN GARDEN 7 POND 4 TRACT K LOT 5 LOT 6 LOT 7 LOT 3 LOT 2 TRACT F LOT 4 DYN8DYNAMIC EROSION CONTROL PLAN123 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 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 RMATCH LINE - SEE SHEET EC9MATCH LINE - SEE SHEET EC4 MATCH LINE - SEE SHEET EC7 X XXXX XXS S C CC E CABLE W W W W W W W W W W W W W W W WW SSSSSSSSSS XV.P. V.P. V.P.V.P. CABLE MM C S MM OHUOHUOHUSSSS M / / / / / / / /345G432112345G0430000000000000/ / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /12" W12 " S S 12 " S S8" SS8" SS8" SS8" SS8" SS8" SS8" SSGGGGGGGGGGGGGGGGGGG12" SS12" SS12" SS12" SSG G G G G G G G G 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12 " S S 12 " S S 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W WF FW 12 " S S 12 " S S 1 2 " S S 12 " S S 12 " S S 1 2 " S S T8" W8" W 8" W8" W8" W8" W8" WF E SFE SHY DELEC F.O. ELEC FOF.O.F.O. F.O.F.O. M H2O FO M / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / UGE UGE UGE UGE PROSPECT ROAD T R I C C A N A L LOT 7 DYN9DYNAMIC EROSION CONTROL PLAN124 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EC1 EC2 EC3 EC4 EC5 EC6 EC7 EC8 EC9 BENCHMARK/BASIS OF BEARING: GENERAL NOTES: City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospector RD. on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospector Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE Final Drainage Report, Dated August 31, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 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 RMATCH LINE - SEE SHEET EC8MATCH LINE - SEE SHEET EC6 UDUDUDUDUDUDUDSSH2OH2OH2OH2OH2OH2OH2OWVWVWSCCCWCCWECABLEMMCWMH2OWVWVWWWWSS SSSSSSSSSSCSCONTROL IRR V.P.V.P.V.P.V.P.CABLEMMCSMMMWTH2OM12345 G0G432112345G0G43210000000000000000 NO PARKINGNO PARKING / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWSBSBSBSBCA R R I A G E P A R K W A Y KIT DEN DR.HUNTSMAN DR.VIXEN DR.WWWWWWWWW W W8" SS 8" SS 8" SS GGGGGGGGGGG G G G G G G G G8" W 8" W 12" SS G G TTTTGGG12" SS12" SS12" SSTSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON8" W8" W8" W8" W8" W8" W8" W8" W 8" W8" WTSALPOLYNDUCTILEIRON 8" W8" W8" W8" WTSALPOLYNDUCTILEIRONWFFW12" SS12" SST8" W8" WFESV.P.F ESDDDGAS/ / / / / / / // / / / / / / /XGG/ / / / / / / // / / / / / / // / / / / / / / / / / / / / / / X X B MB MCCTCCTTCCTCutilLIDFESFESFESFESSSDSDSSSSSSSSSSSSSSSSSSSSSSSSSST CTV CTV FESFESDDDDDDMM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGSSSSSSSSSSS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /LOT 1LOT 2LOT 3LOT 4LOT 6LOT 5LOT 11LOT 8LOT 9LOT 10LOT 12LOT 13LOT 7r1r2r5r6r3r4POND 3POND 2POND 1RAIN GARDEN 2RAIN GARDEN 3RAIN GARDEN 4RAIN GARDEN 5RAIN GARDEN 1TRIC A - BOX CULVERTTRIC B - BOX CULVERTLAKE CANAL A - BOX CULVERTLAKE CANAL B - BOX CULVERTLAKE CANAL C - BOX CULVERTSTREET ASTREET BCARRIAGE PARKWAYr7r81112654R1R29BR4R6R5OS1OS2OS3DC1DC2DC37OS4OS58BR310131238A9AR7R8POND 3POND 26:1 6:16:16:16:16: 16:1 6:16:1 6:16:1 6:1 6:1 6:15:15:15:1 5:15:1 SWALE BEHINDLOTS 8 AND 9SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 125PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN BOUNDARYPROPOSED SWALE SECTION11RUNOFF SUMMARY:1.REFER TO THE RUDOLPH FARM - FINAL DRAINAGE REPORT FOR ADDITIONALINFORMATION.LEGEND:BASIN AREAABASIN IDBASIN MINOR AND MAJOR C COEFFICIENTSNOTES:NORTHDR1DRAINAGE PLAN125 ( IN FEET )1 inch = ft.Feet0150150150300450BASINTOTALAREA(acres)Tc2(min)Tc100(min)C2C100Q2(cfs)Q100(cfs)16.805.05.00.951.0018.4267.6821.475.05.00.951.003.9714.6031.435.05.00.951.003.8714.2242.425.05.00.951.006.5524.0551.105.05.00.951.002.9910.9962.595.05.00.951.007.0025.7475.296.95.80.760.8210.4339.288A5.315.25.00.851.0012.8752.858B2.595.25.00.851.006.2725.769A10.548.95.00.851.0021.0686.509B4.198.95.00.851.008.3734.36109.479.95.00.851.0018.1674.61113.288.45.00.851.006.6927.471213.6210.55.00.851.0025.58105.11138.8512.812.80.300.385.3523.68R12.468.47.40.800.994.7220.37R21.365.05.00.830.993.2213.41R31.8713.112.00.790.992.9212.80R41.337.96.90.800.992.6111.29R53.1313.912.80.780.984.7620.91R61.9813.912.80.780.983.0113.23R70.685.05.00.810.991.576.70R80.866.55.00.680.841.556.70OS15.169.48.90.200.252.3810.36OS21.335.05.00.861.003.2713.27OS35.4411.211.20.200.252.3210.09OS43.879.48.90.200.251.787.76OS53.109.48.90.200.251.436.22DC12.025.25.00.200.251.155.03DC22.215.25.00.200.251.265.50DC33.545.25.00.200.252.028.82