The URL can be used to link to this page

Home My WebLink AboutRUDOLPH FARMS INFRASTRUCTURE PROJECT - FDP220010 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (2)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) 213-2393Does not match the required format. See written comments.Prospect9/27/2022 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.CallR9/27/2022See Sheet CS1. 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.CallR9/27/2022**All circled are line over text & text over text.** 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 9/27/2022Incorrect Matchline Numbering 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 WT19/27/2022 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.CallRSS1SS2SS3NORTH9/27/2022 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 B9/27/2022 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 1259/27/2022 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 9/27/2022 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 9/27/2022 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 G79/27/2022 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 PVCUD9/27/2022 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 PVCUDRG5RG49/27/2022 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 PVCUD9/27/2022 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 PVCUD9/27/2022 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 R1R2R3R49/27/2022 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 9/27/2022 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 R3R4R5R69/27/2022 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+00R3R4R5R69/27/2022 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+50R7R8R99/27/2022 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 R10R119/27/2022 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. 9/27/2022 See Sheet CS1. 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 9/27/2022 See Sheet CS1. 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 EC29/27/2022 See Sheet CS1. 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 9/27/2022 See Sheet CS1. 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 9/27/2022 See Sheet CS1. 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 9/27/2022 See Sheet CS1. 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 9/27/2022 See Sheet CS1. 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 EC79/27/2022 See Sheet CS1. Incorrect Matchline Numbering 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 9/27/2022 See Sheet CS1. 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 9/27/2022 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 EC19/27/2022 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 EC29/27/2022 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 9/27/2022 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 9/27/2022 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 9/27/2022 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 9/27/2022 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 EC79/27/2022 Incorrect Matchline Numbering 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 9/27/2022