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HomeMy WebLinkAboutRUDOLPH FARMS INFRASTRUCTURE PROJECT - FDP220010 - DOCUMENT MARKUPS - ROUND 5 - UTILITY PLANS (3)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 130CS1COVER TEET1 JANUARY 2023CONTACT INFORMATIONPROJECT TEAM:VICINITY MAPNORTHPROJECT BENCHMARKS:RUDOLPH FARMPROJECT TEAM:Norris DesignBill Mahar1101 E Bannock StreetDenver, Colorado 80204(303) 892-1166Pacific NorthBryan Byler900 Castleton 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 & PROFILE37WT13WATERLINE C PLAN & PROFILE38 - 40SS1 - SS3SANITARY LINE A PLAN & PROFILE41 - 43SS4 - SS6SANITARY LINE A2 (W) PLAN & PROFILE44 SS7 SANITARY LINE A2 (E) PLAN & PROFILE45 SS8 SANITARY LINE A7 PLAN & PROFILE46 ST1 STORM DRAIN A PLAN & PROFILE47 ST2 STORM DRAIN B PLAN & PROFILE48 ST3 STORM DRAIN C & C2 PLAN & PROFILE49 ST4 STORM DRAIN D & E PLAN & PROFILE50 ST5 STORM DRAIN F & G PLAN & PROFILE51 ST6 POND OUTLET 1 & 2 PLAN & PROFILE52 ST7 POND 3 CULVERTS & BOX CULVERT H PLAN & PROFILE53 ST8 STORM DRAIN I PLAN & PROFILECANAL CULVERT SHEETS54 TRIC1 TRIC CULVERT A & B PLAN & PROFILE55 - 56LC1 - LC2LAKE CANAL CULVERT A PLAN & PROFILE57 LC3 LAKE CANAL CULVERT B & C PLAN & PROFILEPROJECTLOCATIONPROJECT DATUM: NAVD88City of Fort Collins Benchmark NO. 27-01Northeast corner of C.R. 5 and E. Prospect Road, on the end block of a 15" diametersteel pipe.ELEV.=4918.13City of Fort Collins Benchmark NO. 47-01South side of Prospect Road where it intersects I-25, on the west end of the parapetwall to the bridge (B 16 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 datum (prior to City of Fort Collinsdatum) for their vertical datums.If NGVD29 unadjusted datum (prior to City of Fort Collins datum) is required for anypurpose, the following equation should be used:NGVD29 unadjusted datum (prior to City of Fort Collins datum) = 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) and monumentedas 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 SHEETS58OG1OVERALL GRADING PLAN59 - 67G1 - G9GRADING PLANRAIN GARDEN SHEETS68 - 71RG1 - RG4RAIN GARDEN PLAN & DETAILSSTREET SHEETS72 - 73R1 - R2PROSPECT ROAD PLAN & PROFILE74 - 77R3 - R6CARRIAGE PARKWAY PLAN & PROFILE78 - 80R7 - R9STREET A (PRIVATE) PLAN & PROFILE81 - 82R10 - R11VIXEN DRIVE PLAN & PROFILE83 SG1PROSPECT ROAD STRIPING PLAN84 SG2PROSPECT ROAD ULTIMATE STRIPING PLAN85 - 86SG3 - SG4CARRIAGE PARKWAY STRIPING PLAN87SG5 SIGNAGE PLAN88 - 94XS1 - XS7CARRIAGE PARKWAY CROSS SECTIONS95 - 99XS8 - XS12PROSPECT ROAD CROSS SECTIONS100 - 101INT1 - INT2INTERSECTION DETAILSDETAIL SHEETS102 - 103D1 - D2WATER DETAILS104 D3 SANITARY DETAILS105 - 107D4 - D6DRAINAGE DETAILS108 - 109D7 - D8SITE DETAILSDRAINAGE SHEETS110 - 118EC1 - EC9EROSION CONTROL PLAN119 - 120EC10 - EC11EROSION CONTROL DETAILS121DR1 DRAINAGE EXHIBITREFERENCE (BY OTHERS)TS1 - TS5TRAFFIC SIGNAL PLANSS1 - S STRUCTURAL BOX CULVERT PLANSCALL 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) 213-2393LAKE CANALTIMNATH RESERVOIR INLET CANAL (TRIC) POUDRE SCHOOL DISTRICT121H 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 130CS2CONSTRUCTION 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 January 18, 2023 by Northern Engineering shall be followed and implemented.20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall bemaintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris mustbe removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved bythe the City of Fort Collins street inspector.22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permitis obtained, if applicable.23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. TheDeveloper shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (FortCollins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. Ifthe City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence workin the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals animproper installation.24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work iscomplete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with theresults of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer mayuse the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall beprepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placementof base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the finalreport.25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline atall intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter tothe City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and thenresolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For thepurposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to theproperty lines and marked so as to reduce the excavation necessary for building connections.27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria forroads within these districts.28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in theWild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any treeremoval requiring a permit.30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.Refer to OSHA Publication 2226, Excavating and Trenching.31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City ofFort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shallbe responsible for providing any and all traffic control devices as may be required by the construction activities.32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins TrafficOperations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the trafficsign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development'slocal street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to andfrom the Development.34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no siteconstruction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on thesedrawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer forclarification, and annotate the dimension on the as-built record drawings.37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards andspecifications, and a copy of any permits and extension agreements needed for the job.38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to theLarimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort CollinsEngineer.40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well asthe basis of bearings. The information shall be as follows:PROJECT DATUM: NAVD88City of Fort Collins Benchmark NO. 27-01Northeast corner of C.R. 5 and E. Prospect Road, on the end block of a 15" diameter steel pipe.ELEV.=4918.13City of Fort Collins Benchmark NO. 47-01South side of Prospect Road where it intersects I-25, on the west end of the parapet wall to the bridge (B 16 AM) over I-25, on a Dept ofHighways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (prior to Cityof Fort Collins datum) for their vertical datums.If NGVD29 unadjusted datum (prior to City of Fort Collins datum) is required for any purpose, the following equation should be used:NGVD29 unadjusted datum (prior to City of Fort Collins datum) = 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 (assumed bearing)and monumented as shown on Plat.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.17.A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to personal vehicles existingexisting roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or roadway as a ramp to access temporarystockpiles, stanging areas, constructino materials, concrete washouts areas, and/or building sites.B. Street Improvement Notes1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the 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.16.Contractor is responsible for removing all anchors, posts, signs and/or delineators in Construction area. Contractor may keep the signs, or call theCity Traffic Division to have them removed.17.No "Reset" anchors, posts, signs, and/or delineators will be accepted.18.All anchors, posts, signs, and/or delineators shall be new and be consistent with the LCUASS Criteria.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 January 18, 2023 by Northern Engineering shall be followed and implemented.3.Certification of grading and drainage facilities must be completed by a registered engineer and submitted to the Stormwater Utility Department atleast two weeks prior to Stormwater Utility Department acceptance, or otherwise in accordance with the Development Agreement.4.See City of Fort Collins Stormwater Criteria Manual - Appendix F Construction Control Measures Standard Notes and Standard Erosion ControlNotes.INFILL AND REDEVELOPMENT NOTEA.Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill andredevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is stronglyrecommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances whenthey arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, butadditional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and ConstructionSurveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work.CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130CS3COUNTY WATER DISTRICT NOTES EROSION CONTROL & EAST LARIMER3 STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS)General Erosion Control RequirementsThese notes are a summary for the legal requirements, that are set forth in the Fort Collins StormwaterCriteria Manual (FCSCM), and that any conflict is resolved by the more stringent requirement controlling.1.The Property Owner, Owner’s Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for thedeveloping entity (here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion ControlCriteria set forth in the Manual as an attempt to identify erosion, sediment, and other potential pollutant sources associated with theseConstruction Activities and preventing those pollutants from leaving the project site as an illicit discharge. Full City requirements and areoutlined and clarified in the Manual under Chapter 4: Construction Control Measures and should be used to identify and define what isneeded on a project.2.The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, theDevelopment Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials areapplicable to this project.3.The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until finalstabilization of the construction site.4.The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities onthis site to allow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request)that the site is in fact protected from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule thoseInitial Erosion Control Inspections well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin withoutdelay. Failure to receive an on-site confirmation before construction activities commence is an automatic “Notice of Violation” and can resultin further enforcement actions.5.The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leewardproperties. This includes but is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams,rivers, and utilities that are not designed for removal, relocation, or replacement in the course of construction.6.At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired,replaced, and ultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as aresult of construction activities associated with this project.7.All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those constructionactivities commencing.8.As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures inaddition, or different, to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measuresthat are most effective with the current state and progress of construction. The Developer shall implement whatever measures aredetermined necessary, and/or as directed by the City Erosion Control Inspector. The Developer shall insure that all Erosion Control Plans(Maps) or SWMP documents are updated to reflect the current site conditions, with updates being initialed and dated. These site inspectionsand site condition updates shall be made available upon request by the City.9.All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents(Including but not limited to the erosion control reports, development agreements, landscape, and drainage materials) shall meet or exceedthe most restrictive language for City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollutionsource Control Measures. The Developer shall be responsible to comply with all of these aforementioned laws and regulations.10.The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with ConstructionActivity, Dewatering, Clean Water Act, Army Corps of Engineers’ 404 Wetlands Mitigation Permit, etc.) have been attained prior to therelevant activity has begun. These permits or copies shall be made available upon request by the City.11.The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, andself-inspections, etc. of the Control Measures involved in the construction activities.12.The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plansfor the site or site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion ControlInspector will not be responsible for any explanations, interpretations, or supplementary data provided by others.13.All Control Measures shall be installed in accordance with the Manual.14.The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legalauthority.15.As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannotbe justified. In these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of theManual.16.Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeksduring construction and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained bythe contractor.17.All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of theirintended function. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner andlocation so as not to cause their release into any drainage way.18.Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greaterprotection than the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattlealone on commercial construction sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompaniedby a construction fence to prevent vehicle traffic.19.Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall requirethe review and acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These ControlMeasures’ details shall be submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon thefunctionality and effectiveness in accordance with sound engineering and hydrological practicesLand disturbance, Stockpiles, and Storage of Soils20.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must bepreapproved by the City. Disturbances beyond these limits will be restored to original condition.21.Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetationshall be limited to the area required for immediate construction operations, and for the shortest practical period of time. This should includesequencing and phasing construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit gradingto small areas. This should also include when practical advancing the schedule on stabilization activities such that landscaping takes placeshortly if not immediately after grading has occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilizedcondition. Sensitive areas should avoid clearing and grading activities as much possible.22.All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site toprevent materials from leaving the site.23.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughenedcondition at all times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soilsurface until mulch, vegetation, and/or other permanent erosion control is installed.24.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surfaceroughening, watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind inaccordance with Municipal Code §12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and nolater than the completion of construction activities or abandonment of the project. All off-site stockpile storage locations in City limits shallhave a stockpile permit from the City Engineering Department prior to using the area to store material. If frequent access from hardscape tothe stockpile is needed a structural tracking Control Measure shall be implemented.25.All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the requirederosion Control Measures must be installed at the appropriate time in the construction sequence as indicated in the approved projectschedule, construction plans, and erosion control report.26.All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall beprotected with Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where theprotection has failed, the pipes shall be thoroughly cleaned out.27.All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any constructionactivity through the use of Control Measures.28.All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscapeshall have some form of effective sediment control as the, or as part of the, perimeter control.29.All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sedimenttransport through use of Control Measures.30.No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporaryseeding or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned;this includes any project that is temporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwiseapproved by the City Erosion Control Inspector. During a season when seeding does not produce vegetative cover, another temporaryerosion control shall be implemented with or until temporary seeding or permanent erosion control can be performed.31.All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain tothe front yet on those cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street,those individual lots will need protection on that down gradient side to prevent sediment from leaving the lot. See the Individual Lot Detailsfor further clarification.Vehicle Tracking32.At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.)shall have installed at least one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequateperimeter control shall be considered a point where vehicles exit the site. Access points should be limited to as few entrances as possible(All perimeter areas shall be protected from tracking activities).33.In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material isrequired. All inlets located near access points and affected by tracking activities shall be prevented from the introduction of sediment into thedrainage system.34.City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto citystreets by or from any source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or privateproperty if there is a significant potential for migration of such pollutant. Therefore, all tracked or deposited materials (intentional orinadvertent) are not permitted to remain on the street or gutter and shall be removed and legally disposed of by the Developer in a timelyand immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of code and shall not be permitted in thestreet right of way (public or private).35.If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City ErosionControl Inspector.Loading and Unloading Operations36.The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the sitein close proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicletracking, and sediment deposition that could impact water quality.Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals37.Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material duringroutine inspection and will generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways.38.Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater(lubricants, fuels, paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site wherepractical. When not practical, they should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater orstormwater runoff. Where not available, they shall be stored outside in a raised (high spots or on pallets), covered (plastic or tarped), andsealed (leak proof container) in secondary containment location. The secondary containment or other Control Measure shall be adequatelysized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall bemonitored as part of the routine inspections.Vehicle and equipment maintenance and fueling39.Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuelstorage areas. This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures ordrainage ways and shall be monitored as part of the routine inspections. All areas shall keep spill kits and supplies close.Significant Dust or Particulate generating Process40.The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All landdisturbing activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacentproperties and community health. All required practices shall be implemented and additional ones shall be followed. These practices includewatering the sites and discontinuing construction activities until the wind subsides as determined by any City Inspectors. Concrete truck /equipment washing, including the concrete truck chute and associated fixtures and equipment41.All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. TheseControl Measures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainageways and shall be monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash fromleaving the Control Measure. If frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measureshall be implemented. These Control Measures shall be frequently cleaned out.42.The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are notwashing or dumping wash water on to the dirt or other uncontrolled locations.Dedicated Asphalt and concrete batch plants43.Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressedwritten request and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically theErosion Control Inspector. The Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plantsthat is to be used on site.Concrete Saw Cutting Materials44.Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shallprevent material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of allmaterial and shall have proper and legal disposal.Waste Materials Storage and Sanitary Facilities45.Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interimstormwater structures or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out ofthe wind and covered as able. Where not able to cover, locating said areas on the side of other structures to reduce exposure to winds, andfollow maximum loading guidelines as marked on the container. The Developer is required to practice good housekeeping to keep theconstruction site free of litter, construction debris, and leaking containers.46.Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. Thesefacilities shall also be located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent materialtransport from leaving the local area. This consists of the facility being located, where practical, at least fifty (50) feet from any permanent orinterim drainage ways.Other Site Operations and Potential Spill Areas47.Spills: For those minor spills that; are less than the State’s reportable quantity for spills, stay within the permitted area, and in no waythreaten any stormwater conveyance, notify the City of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. Forany significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has beennotified and is on route, County Health Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985,and the State Spill Hotline Incident Reporting have been contacted 1-877-518-5608. Written documentation shall be provided to the Citywithin 5 days of the event. All spills shall be cleaned up immediately.48.Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located asthese have proven to cause entrapment issues.Final stabilization and project completion49.Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion ofthe project and before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long termmaintenance of those facility.50.All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures.51.All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans andper City of Fort Collins standards within 14 working days of final grading.52.Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections12-130 through 12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code.53.All seeding shall refer to landscaping plans or the Erosion Control Plans for species mixture and application rates and depths requirements.54.All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate asprescribed for drill seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopessteeper than 3(H):1(V) or on other areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as twoseparate processes of seeding and tackification.55.All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately appliedtackifier. The use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degradedbefore vegetation has been established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with anerosion mat or approved equal to ensure seed will be able to germinate on the steep slopes. During a season when seeding doesnotproduce vegetative cover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanenterosion control can be performed.56.The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent (70%)vegetative cover has been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria ManualChapter 4: Construction Control Measures.57.The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has beenobtained. All Control Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removedfrom the site. When any Control Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment anddebris from that Control Measure. At the point at which the site has been deemed stabilized and verified by City Erosion Control Inspector,all temporary Control Measures can then be fully removed. All measures shall be removed within 30 days after final stabilization is achieved.58.The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1)stabilization has been reached and 2) all Control Measures and/or BMPs have sediment materials collected and the Control Measureremoved from the site. At that time the site will be considered completed and any remaining Erosion Control Escrow shall be returned to theappropriate parties.EAST LARIMER COUNTY WATER DISTRICTGENERAL NOTES FOR CONSTRUCTIONVersion: 12/2/2021The following information is condensed from the current "Standard ConstructionSpecifications for Water Mains" (Specification) as adopted by the East Larimer County Water District ('ELCO' or 'District') and is to be considered as such. Inthe event of any conflict the full District Specification document shall take precedence over these general notes.1.Standards and Specifications: Construction shall be per the District Specifications in effect at the start of construction. Material or equipment shall bemanufactured per the most recent version of applicable industry standards.2.Locates: Contractor shall coordinate field locates of all existing utilities prior to commencement of any construction and as required notify all affectedutility companies prior to commencing construction. Cost of repairs to any utility damaged during District waterline installation shall be the responsibilityof the Contractor.3.Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the workis done and shall be fully responsible for all costs associated with damage to any and all public and private property.4.Safety: Contractor shall comply with any and all requirements and regulations as set forth by any local, City, County, State or Federal agency havingapplicable authority. 5. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a matureheight of over 3 feet (3-ft) shall be placed within ten feet (10-ft) of any District waterline or appurtenance (distribution main, service line, fire hydrant,meter, etc.). Bushes or shrubs with a mature height of less than 3-ft shall be placed a minimum 5-ft from any District water line, service line orappurtenance. The District shall have the right to remove any landscaping that violates this standard, at any time such landscaping is discovered, andshall not be required to replace the removed landscaping.6.Design Approval and Construction Start: No construction shall begin without prior design acceptance from ELCO. District shall be notified 48 hours inadvance of starting construction or testing to allow for scheduling.7.Permits: Contractor is responsible for obtaining all permits which may be required. For any permitting where the District must apply for a permit theContractor shall coordinate, cover the cost and schedule the permit acquisition with the District.8.Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision shall be made in writing with theproposed change indicated on a copy of the signed design drawings. Any field revision approved and installed shall also be accurately documented onthe As-Built Drawings.9.Materials of Construction:a.Pipe: All water line piping shall be Polyvinyl Chloride (PVC), DR 18 (pressure class 235 psi) and manufactured in accordance with AWWA StandardC900-16,"Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fitting, 4-inch through 60-inch, ", or most recent version.b.Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six hundred (600) volts, taped to top of pipe andsurfaced at each hydrant into a tracer wire box.c.Pipe Joints: Pipe joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve typewith rubber ring gaskets and machined pipe ends to form a push-on type joint.d.Materials and Installation: All materials installed shall be new and free of manufacturer defects or damage.e.Pipe Fittings: All fittings shall be ductile iron mechanical joint and manufactured in accordance with AWWA Standard C153, 250 psi rating. Fittings shallbe furnished with fusion bonded epoxy exterior coating and interior lining. All fitting connections to valves, fire hydrants or other MJ type connectionsshall use foster adaptor type connectors.f.Gate Valves: Gate valves shall conform to AWWA Standard C509 with mechanical joint, 2" open left operating nut and resilient seat.g.Butterfly Valves: Butterfly valves shall be used for all valves 12-inches and larger and conform to AWWA Standard C504 with mechanical joint, 2" openleft operating nut with resilient seat.h.Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut with epoxy coated shoe.i.Pipe, Valve and Fitting Wrap: All ductile iron fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick polyethylene plasticwrap,double layered, and ends securely taped prior to backfill. All fitting bolts shall be fluoropolymer coated ('blue bolt' type) with zinc caps installed.10.Bedding: All pipe shall be bedded in 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a depth below established gradeequal to 1/4 of pipe diameter (min. 4"). 1-1/2" uniformly graded washed rock shall be used for stabilization where needed. Bedding material shall beplaced and compacted under and around sides of the pipe per the pipe manufacturer's installation recommendations. 11. Backfill: Backfill ofacceptable material shall be placed in 'lifts' of uniform horizontal layers not to exceed 6-inches of compacted depth per lift. Minimum 18" of compactedbackfill above pipe must be in place before rolling mechanical equipment type compaction is to be used. Backfill shall be compacted to 95% of optimumdensity in roadway areas or per road authority's requirements, and 90% in fields or non-road locations. Backfill compaction testing frequency shall be atleast one test per 100-lineal feet of pipeline length and at varying depths and locations in accordance with the requirements of the applicable roadauthority or beginning 1.5-feet above top of pipe and at 1-foot increments to grade.12.Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with foster adaptor type and/or other mechanical joint restraint in accordancewith District Specifications or as required per engineer's design. Thrust blocks shall be used only as required per field conditions and as approved ordirected by the District field inspector. 13. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equalcement only.14.Asphalt Replacement: For asphalt pavement that is cut and has been in place less than two years (according to City or County Engineer's record), thecut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine.15.Pipe Cover: Pipe cover of 4-1/2 to 5-1/2 feet over top of pipe shall be maintained throughout the waterline and service line installation, particularly inareas of new grading and drainage swales. Maximum allowable cover shall be 6 feet, unless specifically approved by the District.16.Connection to Existing System: All connections to existing waterlines shall be completed at the developer's expense.17.Inspection: The District shall have the authority to assign an inspector who shall inspect, check and verify that any and all work, including all materials tobe incorporated in the work, excavation, bedding, backfill, testing and all construction methods and practices of the installed facilities is equal to or betterthan minimum construction requirements as set forth in the District's Specifications.18.Testing: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and under the District'ssupervision. Upon passing chlorination testing, bacteriological testing will be completed by a State certified water quality control laboratory. Copies of allpassing test results, including soils compaction in the area of water main construction, shall be provided to the District.19.Preliminary Acceptance: Preliminary Acceptance shall be issued to the Owner when all project work is complete, tested and operational such that theinfrastructure is ready to be accepted by the District. Documentation required prior to issuance of Preliminary Acceptance includes but is not limited tobacteriological test report, flushing report, hydrotest report, compaction testing reports with map of test locations, statement of water line installationcosts, As-built drawings and Record Drawings. Following receipt, review and acceptance by the District of these and other documents as may berequired per project specifics, the District will issue Preliminary Acceptance.20.Project As-Built and Record Drawing Requirements:a.As-Built Drawings are compiled and maintained during construction by theContractor and identify, in red ink, on-site changes to the original design. As-Built Drawings shall be delivered to the District (electronically in PDF formator otherwise as requested by the District) for acceptance and to the project's design engineer for creation of Record Drawings.b.Record Drawings are prepared by the project's design engineer and shall accurately reflect any change made in the field which varies from the acceptedconstruction plans, as noted in the As-Built Drawings, including at a minimum, field dimensions and elevations, horizontal and vertical locations ofunderground utilities and appurtenances. The Contractor's surveyor shall survey in all fittings, valves, water service curb stops and other appurtenancesso as to accurately document and create a final set of Record Drawings with water line, fitting and appurtenance locations that accurately represents thefinal, installed infrastructure. The Record Drawings shall be reviewed and accepted by the District prior to Preliminary Acceptance of the project. RecordDrawings are to be delivered to the District in electronic format as Adobe (PDF), AutoCAD andArcView shape files (release version to be confirmed with District at time of submittal).21.Warranty: The Owner/Developer shall warrant all work associated with the waterline installation including, but not limited to the materials, installationworkmanship and surface restoration for a period of two (2) years from date of Preliminary Acceptance. During this warranty period the Owner/Developershall repair any defects in the work and maintain the work area. At the close of the two-year warranty period and upon satisfactory correction of anydeficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and responsibility of the District.CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130CS4CITY OF GREELEY NOTES BOXELDER &4F. BOXELDER GENERAL NOTES1.Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities priorto commencement of any construction. Contractor shall also notify all affected utility companies prior to commencingconstruction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utilityinvolved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost ofrepairs shall be the responsibility of the Contractor.2.District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feetdetailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to theDistrict and the property owner prior to the start of any off-site work. These pictures shall include all existing fence, ditches,ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more thanfour (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the drawings of recordin a three (3) ring binder.3.Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and privateproperty through which the work is done.4.Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association(OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and allrequirements and regulations as set forth by City, County, State and Federal agencies having applicable authority.5.Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48hours in advance of starting construction or testing to allow for scheduling.6.Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor isresponsible for obtaining all road permits which may be required.7.Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.8.Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writingaccompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved andinstalled shall also be accurately documented on the Drawings of Record.9.Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on theapproved drawings. Pipe 15” and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and largershall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted.10.Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service lineinstallation.11.Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded andcompacted. Refer to force main desgin for force main bedding requirements. Trench shall be excavated to a depth belowestablished grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event thatunstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used forstabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such amanner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe before otherthan hand compaction equipment is to be used. Note maximum trench width detail.12.Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling ofacceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimumdensity in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compactiontesting of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordancewith the requirements of the applicable authority or as required in project specific specifications.13.Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.14.Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any otherpublic or privately owned property is damaged or requires reconstruction due to the work, repairs or replacement will bemade in accordance with the requirements of the appropriate governing authority. Private property will be returned to itsoriginal condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings.15.Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by Districtpersonnel or the District's authorized contractor with no exception.16.Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times.The District shall inspect the construction as necessary and shall observe all line testing. The District shall have theauthority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as setforth in17.Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards andSpecifications and under the District's supervision. Upon passing, copies of all passing test results including soilscompaction in the area of sewer main construction shall be provided to the District.18.Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements,preliminary acceptance of new sewer system improvements will occur in accordance with District's acceptance procedure.19.Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of twoyears from date of preliminary acceptance. During this warranty period the Developer shall promptly repair any defects inthe work and maintain the work area. At the close of the two-year warranty period the District will make a field inspection.Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines and work. Thelines and the appurtenances shall then become the sole property and responsibility of Boxelder Sanitation District.20.Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall beprovided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproduced prints,two sets of ½-size reproduced prints, one set of 6 mil double matted reproducible mylars and one complete digital fileequivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewersystem improvements shall also be submitted with the Drawings of Record.G. CITY OF GREELEY NOTES1.All easements and rights-of-way crossing the City of Greeley easement are subject to the rights of said City of Greeleyeasement.2.There shall be no permanent structures, concrete slabs, detention ponds, fences, walls, trees, or other landscaping orberms greater than 3 feet at mature growth, or other obstructions within the City of Greeley easement. No cover shall beremoved and/or added without written permission from City of Greeley water engineer.3.There shall be no other utilities within the City of Greeley easement except at right angle crossings and unless previouslyapproved by the City of Greeley water & sewer department. All plans shall be submitted during the design phase at leasttwo weeks prior to construction and shall show potholed locations and elevations in plan and profile view. Greeley water &sewer will issue appropriate crossing approval.4.In the event that excavation is required for the City of Greeley water pipelines due to water pipeline repairs, replacement orother operations, the excavation will be backfilled safely but surface restoration will not be done by/or at the expenseof the City of Greeley.5.Greeley water pipeline locations are approximate, contact the transmission line technician at 970-350-9320 72 hours inadvance of any locate request or any construction activities within the Greeley water pipeline easement.6.There shall be no vibratory or heavy sheepsfoot compaction within 20 feet of the existing water transmission pipeline.Static compaction equipment shall be used.7.Greeley pipelines are to have a minimum of six (6) feet of cover at all locations to be used as a land bridge during anyconstruction activities.8.Greeley water line support at crossings shall be incorporated into the design if proposed utility crossing is below the waterline using open trench construction.9.Any irrigation lines and/or sprinkler systems located within Greeley easement requires contractor to provide Greeley a fullset of landscaping & irrigation/sprinkler system plans for review and approval. Plans to be provided a minimum of 2 weeksprior to construction. valve boxes are not to be located within greeley's easement.10.Any work to be done on City of Greeley waterline(s) shall conform to current City of Greeley specifications.May 2020CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR 12.0'TRAVEL LANE 9.0'BIKE LANE 8.5'5.0'PKWY S/W 12.0'TRAVEL LANE 5.0'S/W 8.5'PKWY 9.0'BIKE LANE 12.0'TRAVEL LANE 12.0'TURN LANE 12.0'TURN LANE 51.0' CL-FL39.0' CL-FL90.0' FL-FL117.0' ROW12.0'STRIPED MEDIAN LANECARRIAGE PARKWAYSTATION 10+67.98 TO 13+19.2012.0'TRAVEL LANE 9.0'BIKE LANE 8.5'5.0'PKWY S/W 5.0'S/W 8.5'PKWY 9.0'BIKE LANE 12.0'27.0' CL-FL39.0' CL-FL66.0' FL-FL12.0'TURN LANE TRAVEL LANE 12.0'TURN LANE 93.0' ROW10.0'5.0'12.0'TURN LANE 12.0'TRAVEL LANE 3.0'BUFFER 12.0'PKWY S/W 5.0'S/W 10.0'PKWY 6.0'BIKE LANE 27.0' CL-FL27.0' CL-FL54.0' FL-FL84.0' ROWTRAVEL LANE 3.0'BUFFER 6.0'BIKE LANE 10.0'5.0'11.0'TRAVEL LANE 11.0'PKWY S/W 5.0'S/W 10.0'PKWY 27.0' CL-FL27.0' CL-FL54.0' FL-FL84.0' ROWTRAVEL LANE 5.0'BIKE LANE 3.0'5.0'3.0'BIKE LANE BUFFER BUFFER 8.0'PARKING 8.0'PARKING CARRIAGE PARKWAYSTATION 14+42.75 TO 15+00.51CARRIAGE PARKWAYSTATION 15+83.49 TO 18+03.49CARRIAGE PARKWAYSTATION 18+93.49 TO 41+09.8222.0' CL-FL22.0' CL-FL44.0' FL-FL71.0' ROW12.0'TRAVEL LANE 12.0'TRAVEL LANE 10.0'8.5'5.0'PKWY SW 8.5'PKWY 5.0'SW 10.0'PARKING PARKING VIXEN DRIVELOCAL COMMERCIALTRAVEL LANE PKWY S/W S/W PKWY 25.0' CL-FL25.0' CL-FL50.0' FL-FL77.0' ROWTRAVEL LANE BIKE LANE BUFFER BUFFER 10.0'5.0'8.5'5.0'3.0'7.0'PARKING PARKING BIKE LANE 10.0'5.0'8.5'5.0'3.0'7.0'STREET A (PRIVATE)LOCAL INDUSTRIAL STATION 13+62.71 TO 34+75.6212.0'BUFFER 4.0'TRAVEL LANE 14.0'TURN LANE 12.0'78.0' FL-EOA59.5' FL-CL18.5' CL-EOAWIDTH VARIES ROW-CL12.0'TRAVEL LANE 12.0'7.0'TURN LANE 5.0'BUFFER 3.0'SHOULDERBIKE LANETRAVEL LANE 10.0'10.0'PKWYS/WPROSPECT ROADSTATION 13+05.20 TO 18+01.92PROSPECT ROADSTATION 20+49.81 TO 23+92.7312.0'BUFFER 7.0'TRAVEL LANE 5.0'52.0' EOA-FL41.5' FL-CL57.5' ROW-CL16.0'12.0'3.0'SHOULDERTRAVEL LANEBIKE LANE 10.0'6.0'PKWYS/WBUFFERPROSPECT ROADSTATION 25+92.82 TO 27+12.1212.3'TRAVEL LANE 14.0'TURN LANE 15.7'78.0' FL-EOA59.5' CL-FL18.5' EOA-CL75.5' ROW-CL12.0'TRAVEL LANE 12.0'7.0'5.0'3.0'SHOULDERBIKE LANETURN LANE 10.0'6.0'PKWYS/WBUFFERBUFFER 2.0'ACCESS ESM'T 30.0' CL - ROWROW WIDTH VARIESWIDTH VARIESOPEN SPACE 8.5'11.5' EOA-ROW105.52' ROW8.5'11.5' EOA-ROW87.51' ROW8.5'30.0' CL-ROW16.0' ROW-FL22.0' CL-ROW2.0'ACCESS ESM'T 16.0' ROW-FL10.5' CL-EOA11.5' EOA-ROWWIDTH VARIESTURN LANE PKWY S/W S/W PKWY 31.0' CL-FL31.0' CL-FL62.0' FL-FL89.0' ROWBIKE LANE TRAVEL LANE 12.0'5.0'8.5'7.0'12.0'BIKE LANE 12.0'5.0'8.5'7.0'12.0'STREET A (PRIVATE)LOCAL INDUSTRIAL STATION 10+00 TO 13+62.71TURN LANE TRAVEL LANE 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 130CS5TYPICAL STREET SECTIONS5CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR ELECCVAULTF.O.CTSSSSSSSSSSSSSSSSSSE E E E E E E E EFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTV EEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / SSSSSSSSSSSSSSSSSSSSSS SSSSOUTHEAST FRONTAGE ROADINTERSTATE 25 CDOT1012 SE FRONTAGE RD,FORT COLLINSIMAGO ENTERPRISES INC.140 PALMER DR,FORT COLLINS100-YEARBOXELDERFLOODPLAINREMOVE APPROXIMATELY 2888 LFOF EXISTING CONCRETE DITCHCONCRETEFOUNDATIONEXISTING ELECTRIC BOXEXISTING FIBER-OPTICVAULTEXISTING ELECTRIC TO REMAINNATURAL HABITAT FEATURE(RIPARIAN AREA)NATURAL HABITAT FEATURE(RIPARIAN AREA)NATURAL HABITAT FEATURE(AQUATIC RESOURCE)100-YEARBOXELDERFLOODPLAINEROSIONBUFFERZONEBOXELDERFLOODWAY325 LF 21" RPM @ 0.38%SS EX-SANITARY MHRIM=4915.18INV IN=4906.23INV OUT=4906.17EX-SANITARY MHRIM=4915.32INV=4907.43EXISTING WELLEX-SANITARY MHREMOVE EXISTING 18" RCPINV IN = 4920.01INV OUT = 4919.625' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548CDOT PARCELREC.NO. 20190065531EXISTINGELECTRICAL LINEEXISTINGCTV LINEEXISTINGFIBER OPTIC LINE400 LF 10" PVCEX1DEMOLITION PLAN EXISTING CONDITIONS &6NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 MATCH LINE - SEE SHEET EX2MATCH LINE - SEE SHEET EX4EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR W WHYDH2OSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSS EEEEEEEE EW WXX X/ / / / / / / // / / / / / / /FOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSREMOVE EXISTING 18" RCPINV IN = 4922.33INV OUT = 4922.27REMOVE EXISTING 8" PVCINV = 4924.96EX-SANITARY MHRIM=4924.97INV IN = 4909.17 (N)INV IN = 4909.17 (E)INV OUT = 4909.07 (W)EXISTING 8" WATERLINEMILL & OVERLAY APPROXIMATELY68 SQ. FT. OF EXISTING ROADWAYEXISTING 10" PVC SANITARY LINEEXISTING 2-18" RCP STORMCULVERT TO REMAINREMOVE EXISTINGBARRICADESRELOCATE EXISTINGFIRE HYDRANTEXISTING SANITARYLINEREMOVE EXISTING APPROXIMATELY72 SQ. FT. OF RIPRAPREMOVE & RECONSTRUCTEXISTING CONCRETE DITCH100-YEARBOXELDERFLOODPLAIN100-YEARBOXELDERFLOODPLAINREMOVE & REPLACE12 SQ. FT. OFEXISTING SIDEWALKREMOVE & REPLACE12 SQ. FT. OFEXISTING SIDEWALK400 LF 10" PVC141 LF 10" PVC @ 0.41%800 LF 10" PVC41.0 LF 15"RCP @ 0.85%EX-STORM MHRIM=4919.34INV IN = 4913.26 (NW)INV OUT = 4913.26 (S)138.2 LF 15" RCP @ 0.41%REMOVE APPROXIMATELY 2888 LFOF EXISTING CONCRETE DITCHREMOVE EXISTING APPROXIMATELY72 SQ. FT. OF RIPRAPEX2DEMOLITION PLAN EXISTING CONDITIONS &7NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EX3 MATCH LINE - SEE SHEET EX1 MATCH LINE - SEE SHEET EX5 WVWVWWELECBRKRHYDHYDWFOutilLIDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS FOFOFOW W W W W W W W W W W W W G G/ / / / / / / // / / / / / / // / / / / / / /FOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSEXISTING STORM MHRIM = 4925.51INV IN = 4919.31 (N)INV IN = 4919.31 (W)INV OUT = 4919.21 (W)REMOVE EXISTING 18" RCPINV IN = 4922.38INV OUT = 4922.35EXISTING SANITARY LINEEXISTING STORM LINEEXISTING 12" WATERLINEEXISTING FIBER-OPTIC LINEEXISTING GAS LINEEXISTING GAS LINECENTER 14 CORNERSECTION 15-T7N-R68WFOUND 212" ALUMINUMCAP PLS 7839EXISTING 2-18" RCP STORMCULVERT TO REMAINREMOVE EXISTINGBARRICADESEXISTING 12' ELCOWATERLINEEXISTING FIREHYDRANT TO REMAINEXISTING 18" CMPREMOVE APPROXIMATELY72 SQ. FT OF EXISTING RIPRAPEXISTING 1.5' METAL LID(WELLHEAD)REMOVE APPROXIMATELY72 SQ. FT. OF EXISTING RIPRAPRELOCATE EXISTINGFIRE HYDRANT367 LF 10" PVCEXISTINGSANITARY LINEEXISTING SANITARY MHEX-SANITARY MHRIM=4926.04INV IN = 4912.08 (N)INV IN = 4912.04 (E)INV OUT = 4911.94 (W)REMOVE APPROXIMATELY 2888 LFOF EXISTING CONCRETE DITCHREMOVE & REPLACE APPROXIMATELY120 SQ. FT OF EXISTING SIDEWALKREMOVE & REPLACE APPROXIMATELY120 SQ. FT OF EXISTING SIDEWALK433.48 LF 10" PVC141 LF 10" PVC @ 0.41% 150.92 LF 12" PVC @ 0.41%MILL & OVERLAY APPROXIMATELY1130 SQ. FT. OF EXISTING ROADWAYRELOCATE EXISTINGFIBER-OPTIC PEDESTALEX3DEMOLITION PLAN EXISTING CONDITIONS &8NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EX6MATCH LINE - SEE SHEET EX2 CCTVAULTF.O.ELECELECTCCTVAULTF.O.CEE E E E E E E E E E E E E E E EFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVEEEEEFOFOFOFOFOWWWWWW WWWWWWWWWWWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /40' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 20070023829SOUTHEAST FRONTAGE ROADINTERSTATE 25 LAKE CANALTIMNATH RESERVOIR INLET CANAL (TRIC)75' TEMPORARYCONSTRUCTIONEASEMENTREC. NO. 20070023829TO BE VACATED BY PLATINTERSTATE 25 EXISTING ELECTRICAL LINE(TO BE RELOCATED BY OTHERS)EXISTING CITY OFGREELEY 60" WATERLINEEXISTING ELECTRIC BOXEXISTING FIBER OPTIC BOXSECTION LINENATURAL HABITAT FEATURE(RAPTOR NEST)5' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 9208154810' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548CDOT PARCELREC.NO. 20190065531EXISTINGELECTRICAL LINEEXISTINGCTV LINEEXISTINGFIBER OPTIC LINEDITCH FL = 4908.22DITCH FL = 4908.15DITCH FL = 4910.42DITCH FL = 4910.455' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548EXISTING FIBER-OPTIC LINE(TO BE RELOCATED BY OTHERS)EXISTING CTV LINE(TO BE RELOCATED BY OTHERS)5' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548TO BE VACATED BY SEPARATE DOCUMENTAFTER UTILITIES ARE RELOCATEDCDOT PARCELREC.NO. 20190065531EX4DEMOLITION PLAN EXISTING CONDITIONS &9NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EX5MATCH LINE - SEE SHEET EX7MATCH LINE - SEE SHEET EX1 H2O12" SS12" SSWWWWWWWWWWWWWWWWWWWLAKE CANALTIMNATH RESERVOIR INLET CANAL (TRIC)EXISTING CITY OFGREELEY 60" WATERLINE40' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 2007002382975' TEMPORARYCONSTRUCTIONEASEMENTREC. NO. 20070023829TO BE VACATED BY PLATSECTION LINEEX5DEMOLITION PLAN EXISTING CONDITIONS &10NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EX6MATCH LINE - SEE SHEET EX8MATCH LINE - SEE SHEET EX4 MATCH LINE - SEE SHEET EX2 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS GGGGGGGGGGGGGGGG G G G G G G G G G G G TWWWWWWWWWWWW8" W 8" W 8" W8" WHYDHYDWWWWWPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSEXISTING 24" RCPEXISTING 8" WATERLINEREMOVE EXISTINGFIRE HYDRANTEXISTINGFIRE HYDRANTREMOVE EXISTINGBARRICADESREMOVE & REPLACE EXISTING ASPHALTREMOVE & REPLACE 18" VERTICALCURB & GUTTEREXISTING 30'ELCO EASEMENTEXISTING 8" WATER LINEEXISTING 16'UTILITY EASEMENTSECTION LINEPROPOSED SAWCUTEX6DEMOLITION PLAN EXISTING CONDITIONS &11NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EX9MATCH LINE - SEE SHEET EX5 MATCH LINE - SEE SHEET EX3 DDTRAFFICVAULTTRAFFICVAULTEEEEEEEEEEEEETVAULTF.O.CCVAULTF.O.TCELECELECELECFESFESFESFOFOFOFOFOCTVCTVCTVCTVCTVEEEEEEEE E FOFOFOFOFOFOFOFO FO CTVCTVCTVCTVCTVCTVCTVCTV CTVEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEDDDDDDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELEC/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO WWWWWWWWWWWW W W W W W W W W WWWEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /PROSPECT ROADINTERSTATE 25 EXISTING ELECTRICBOX (REMOVED BY OTHERS)EXISTING FIBER-OPTICVAULT (REMOVED BY OTHERS)EXISTING ELECTRICAL LINE(TO BE RELOCATED BY OTHERS)REMOVE AND RELOCATEEXISTING SIGNEXISTING 24" RCP STORMTO BE EXTENDEDEXISTING 36" RCP STORMTO BE EXTENDEDEXISTING 24" FESINV=4904.90EXISTING CITY OFFORT COLLINS ELECTRICEXISTING CITY OFFORT COLLINS LIGHT& POWER EQUIPMENTEXISTING EOAEXISTING EOAEXISTINGSTRIPINGEXISTING 12" ELCOWATER LINECONNECT TO EXISTING 12" PVC ELCO WATER LINE.EXISTING 6" WATERLINE TO BE PLUGGED &ABANDONED PER CDOT REQUIREMENTSEXISTING SIGNPROTECT IN PLACEREMOVE EXISTING36" RCP FESINV=4904.05EXISTING FIBER-OPTIC LINE(TO BE RELOCATED BY OTHERS)EXISTING CTV LINE(TO BE RELOCATED BY OTHERS)5' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548TO BE VACATED BY SEPARATE DOCUMENTAFTER UTILITIES ARE RELOCATED30' UTILITY EASEMENTREC. NO. 20190065531REMOVE EXISTING20" RCP FESINV=4904.90EXISTING INLETINV=4910.19EXISTING INLETRIM = 4916.57INV OUT =4907.76 (S)239.00 LF 36" RCP @ 0.4%EXISTING 36" RCPINV=4903.02EXISTING 18" RCPINV=4904.2751.60 LF 18"RCP @ 6.76%EXISTING SIGNPROTECT IN PLACE50.35 LF 20"RCP @ 10.51%WATER LINE LOWERING REQUIREDCONTRACTOR TO VERIFY DEPTH.WATER LINE LOWERING REQUIREDCONTRACTOR TO VERIFY DEPTH.EX7DEMOLITION PLAN EXISTING CONDITIONS &12NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EX8 MATCH LINE - SEE SHEET EX4 GGGGGXCTVCTVXCCH2OMWT12" SS12" SS12" SS12" SSFESCONTROLIRRCONTROLIRRV.P.FESVAULTF.O.ELECHYDGASW EEEWWEE EEEEEEEXXEG/ / / / / / / // / / / / / / // / / / / / / / X X X FO FO FOGGGCELECVAULTF.O.CABLECABLEHYDCELECEE E E E EEEFOFOCTVCTVEEEEEEEEEEE EE E E EEEEEEEEEEEEEEEEEF EFESVAULTELECVAULTELECVAULTELECELECELECELECELECELECFOVAULTF.O.VAULTF.O./ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWW W W WWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWW WWWEEEEEEEEEXX CTV CTVCTV CTV CTV CTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV/ / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUGGGGGGX X X 5' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548TO BE VACATED BY SEPARATE DOCUMENT AFTERUTILITIES ARE RELOCATEDPROSPECT ROADLAKE CANALLAK E C A N A L / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TIMNATH RESERVOIR INLET CANAL (TRIC)//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////EXISTING CONCRETEIRRIGATION STRUCTURESREMOVE APPROXIMATELY134 LFOF EXISTING 8" AC WATERLINE REMOVE & RELOCATEEXISTING FIRE HYDRANTEXISTING 24"ADS STORMEXISTING CITY OFGREELEY 60" WATERLINEREMOVE AND RELOCATEEXISTING UTILITY POLESREMOVE EXISTINGUTILITY POLEREMOVE AND RELOCATEEXISTING CABLE BOXREMOVE AND RELOCATEEXISTING FIBER OPTIC BOXREMOVE AND RELOCATEEXISTING ELECTRIC BOXESREMOVE AND REPLACEEXISTING CONCRETE BRIDGEREMOVE AND RELOCATEEXISTING ELECTRIC TRANSFORMERSEXISTINGGAS LINEEXISTINGFIBER-OPTIC LINEEXISTING12" CMPEXISTING EOAEXISTING EOAEXISTINGSTRIPINGLIMIT OF WATERLINE REMOVALNATURAL HABITAT FEATURE(PRAIRIE DOG COLONY)NATURAL HABITAT FEATURE(PRAIRIE DOG COLONY)////////////////////////////////////////////////REMOVE AND REPLACEEXISTING WATER SERVICESBETWEEN MAIN AND METERREMOVE APPROXIMATELY 1260 LFOF EXISTING 12" AC WATER LINEEXISTING SIGNPROTECT IN PLACEEXISTING 6" ELCOWATERLINE40' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 2007002382975' TEMPORARYCONSTRUCTIONEASEMENTREC. NO. 20070023829TO BE VACATED BY PLATEXISTING ELECTRICAL LINE(TO BE RELOCATED BY OTHERS)EXISTING FIBER-OPTIC LINE(TO BE RELOCATED BY OTHERS)EXISTING CTV LINE(TO BE RELOCATED BY OTHERS)NATURAL HABITAT FEATURE(PRAIRIE DOG COLONY)EXISTING VERTICAL POSTEXISTING UNDER GROUNDELECTRICAL LINEEXISTING UNDER GROUNDELECTRICAL LINEEXISTING WATER LINEEXISTING FIBER-OPTIC LINEEXISTING GAS LINEEXISTING UNDER GROUNDELECTRICAL LINEEXISTING UNDER GROUNDELECTRICAL LINE30' UTILITY EASEMENTREC. NO. 20190065531REMOVE AND RELOCATE APPROXIMATELY 600'OF EXISTING OVERHEAD UTILITIES UNDERGROUNDEX8DEMOLITION PLAN EXISTING CONDITIONS &13NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EX9 MATCH LINE - SEE SHEET EX5MATCH LINE - SEE SHEET EX7 GGGGGGGGGGGGGGGGGCTVCTVCTVCTVCTVXXXCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXCTVCTVCTVCTVCTVCTVXXCTVCTVSH2OH2OH2OH2OH2OH2OH2OWVWVWSCWCCWECABLEWWWWWWWWWWWWWWWWWWWWWSS SS SS SS SSWX V.P.V.P.V.P.V.P.CABLEMMCSMMH2OOHU OHU OHU SS SSM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /12" W 12" SS12" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS G G G G G G G G G G G G G G G G G G G 12" SS 12" SS 12" SS 12" SS GGGGGGGGG12" SS12" SS12" SS12" SS12" SS12" SS12" SS12" SS8" W8" W8" W8" W8" W8" W8" W8" W8" W8" WWFFW12" SS12" SS12" SS12" SS12" SS12" SST8" W 8" W8" W 8" W 8" W 8" W 8" WEEEEEEEEFESFESHYDELECF.O.ELECFOF.O.F.O.F.O.F.O.MH2OFOM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOFOFOFOFOFOFOFO WWWWWWWWWWWWWWWWWWWWEEEEEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /OHUOHUOHUGGGGGGGPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROSPECT ROADTIMNATH RESERVOIR INLET CANAL (TRIC)/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / ////////////////////////////////////////////////////////////////////////////////////////////////////REMOVE EXISTINGUTILITY POLEREMOVE AND RELOCATE APPROXIMATELY 600'OF EXISTING OVERHEAD UTILITIES UNDERGROUNDEXISTING ELCOWATERLINEEXISTING12" CMPEXISTING 12" CMPLIMIT OF WATERLINE REMOVALEXISTING CITY OFGREELEY 60" WATERLINEEXISTING 12"SANITARY SEWERNATURAL HABITAT FEATURE(PRAIRIE DOG COLONY)REMOVE AND REPLACEEXISTING WATER SERVICEBETWEEN MAIN AND METERREMOVE APPROXIMATELY 1260 LFOF EXISTING 12" AC WATER LINE40' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 2007002382975' TEMPORARYCONSTRUCTIONEASEMENTREC. NO. 20070023829TO BE VACATED BY PLATEXISTINGFIRE HYDRANTEXISTING UNDER GROUNDELECTRICAL LINEEX9DEMOLITION PLAN EXISTING CONDITIONS &14NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EX8 MATCH LINE - SEE SHEET EX6 FESCONT ROLIRR CONTRO L IRRV.P.FESDDDTRAFFICVAULTVAULTF.O.ELECTRAFFICVAULTGAS/ / / / / / / /EEEEEEEXXXXEGG/ / / / / / / // / / / / / / // / / / / / / / / / / / / / / / W X X X X X FO FO ELECCVAULTF.O.CTCCTVAULTF.O.ELECELECTCCTVAULTF.O.CELECELECBRKRHYDHYD WELECH2OELECELEC utilLIDELECFESFESFESS SDSDSSSSSSSSSSSSSSSSSSSSSSSSSEEFOFOCTVCTVEEEEEEEEEEEFESFESHYDELECDDDDDDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELECELECF.O.ELECFOF.O.F.O.F.O.F.O.MH2OFOMELECELECELECELECFOVAULTF.O. VAUL TF.O./ / / / / / / /FOFOFOFOFOFOFOFOW W W WW WWWWWWWWWWWWWW WWWWWWWWWEEEEEX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGSSSSSSSSSSSX CTVGGGGGGGCTVCTVCTVSSH2OH2OH2OH2OH2OH2OH2OWVWVWSCCCWCCWECABLEMMCWMH2OWVWVWWWWWWSS SSSSSSSSSSCSCONTROL IRR V.P.V.P.V.P.V.P.CABLEMMCSMMMWTH2OM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWSBSBSBSBWWWWWWWWW W W8" SS 8" SS 8" SS GGGGGGGGGGG G G G G G G G 8" W 8" W 12" SS G G TTTTGGG12" SS12" SS12" SSTSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON8" W8" W8" W8" W8" W8" W8" W8" W WWWTSALPOLYNDUCTILEIRON 8" W8" W8" W8" WTSALPOLYNDUCTILEIRONFF12" SS12" SST8 " W8" W/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGGGWELL WELL WWWNPNPNPNPNP NP NP NPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNP NPNPNP NP FOSTREET A (PRIVATE)GREGG S SCHMIDTKE4607 KITCHELL WAY,FORT COLLINSVIXEN DRIVECARRIAGE PKWYPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROSPECT ROADLAKE CANALTRIC CANALSOUTHEAST FRONTAGE ROADINTERSTATE 25LOT 1LOT 8LOT 13LOT 10LOT 11LOT 4LOT 12TRACT COPEN SPACETRACT BOPEN SPACETRACT DOPEN SPACETRACT AOPEN SPACELOT 2TRACT EDELOT 3TRACT FDE&IELOT 5TRACT HDE&IELOT 9TRACT JDE&IETRACT IDE&IETRACT KDE&IETRACT LDE&IETRACT MDE&IETRACT NDE&IETRACT GDE&IETRACT ODE&IELOT 7LOT 6CONNECT TO EXISTING8" WATER MAINCONNECT TO EXISTING12" WATER MAINPROPOSEDFIRE HYDRANTPROPOSED 8"WATER LINEPROPOSED 8"SANITARY LINEPROPOSED 15"SANITARY LINE (TYP.)PROPOSED 18"SANITARY LINE (TYP.)PROPOSED 8"SANITARY LINE (TYP.)CONNECT TO EXISTING8" WATER MAINCONNECT TO EXISTING12" WATER MAINPROPOSED 12"WATER LINE (TYP.)CONNECT TO EXISTINGSANITARY MANHOLEEXISTING 60" GREELEYRAW WATER LINEPROPOSED 8"WATER LINE (TYP.)POND OUTLET 1SEE SHEET ST6POND OUTLET 2SEE SHEET ST6LAKE CANAL CULVERT ASEE SHEET LC2LAKE CANAL CULVERT BSEE SHEET LC3LAKE CANAL CULVERT CSEE SHEET LC3TRIC CULVERT ASEE SHEET TRIC1TRIC CULVERT BSEE SHEET TRIC1STORM DRAIN CSEE SHEET ST3STORM DRAIN ESEE SHEET ST4BOX CULVERT HSEE SHEET ST7STORM DRAIN FSEE SHEET ST5STORM DRAIN GSEE SHEET ST5POND 3 CULVERTSSEE SHEET ST7STORM DRAIN DSEE SHEET ST4STORM DRAIN ASEE SHEET ST1STORM DRAIN BSEE SHEET ST2PROPOSED NON-POTABLEIRRIGATION LINE (TYP.)CONNECT TO EXISTING6" WATER MAINCONNECT TO EXISTING12" WATER MAINTHOMAS J SKILLMAN4608 KITCHELL WAY,FORT COLLINSPROPOSED NON-POTABLEPUMP HOUSEPROPOSED 8"WATER LINE (TYP.)10'REGIONAL TRAILSANITARY LINE A2 (W)SEE SHEET SS6SANITARY LINE A7SEE SHEET SS8SANITARY LINE ASEE SHEET SS3SANITARY LINE A2 (E)SEE SHEET SS7PROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTEXITING 18"SANITARY SEWERCDOT1012 SE FRONTAGE RD,FORT COLLINSIMAGO ENTERPRISES INC.140 PALMER DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSSTORM DRAIN ISEE SHEET ST8NATURAL RESOURCE(REMOVAL TO BE COORDINATEDWITH ENVIORMENTAL)NATURAL BUFFER(RAPTOR NEST)NATURAL BUFFER(DITCH BANK)100-YEAR BOXELDERFLOODPLAIN100-YEAR BOXELDERFLOODPLAINPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTBOXELDERFLOODWAYPROPOSEDFIRE HYDRANTCONNECT TO EXISTING 12" PVC ELCO WATER LINE.EXISTING 6" WATERLINE TO BE PLUGGED &ABANDONED PER CDOT REQUIREMENTS.EROSION BUFFER ZONEPROPOSED 12"WATER LINECONNECT TO 12" BORE END.CONTRACTOR ALSO TO CONNECT12" BORE END ON WEST SIDEOF I-25 TO EXISTING 12" WATER LINEALSO LOCATED ON WEST SIDE.PROPOSED TEMP.FIRE HYDRANTPROPOSED 8"WATER LINEPROPOSEDFIRE HYDRANTPROPOSED BLOW OFFFIRE HYDRANT FOR ELCOMAINTENANCEPROPOSED TEMP.FIRE HYDRANTWETLAND BUFFER10' REGIONAL TRAILTRACT PUDA&EAETRACT QUDA&EAEOU1OVERALL UTILITY PLAN15 NORTH( IN FEET )1 inch = ft.Feet0150150150300450SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130NOTES: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 LINEWPROPOSED 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 BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRU1U2U3U4U5U6U7U8U9 ELECCVAULTF.O.CTSSSSSSSSSSSSSSSSSSE E E E E E E E EFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTV EEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / SSSSSSSSSSSSSSSSSSSSSS SSSSOUTHEAST FRONTAGE ROADINTERSTATE 25 WELL WELL WELL WELL WELL WELL WELL WELLNPNPNPNPNPNPNPNPNPNP NPNPNPN P NP NP NPNPNPNPNPNPNPNP EXISTING FIBEROPTIC VAULT EXISTING ELECTRICBOX EXISTING 10" PVCSANITARY SEWERPROJECTBOUNDARYLOT 8TRACT IDE&IETRACT COPEN SPACETRACT BOPEN SPACETRACT DOPEN SPACETRACT AOPEN SPACELOT 9PROPOSED WELL LINE(DESIGN BY OTHERS)PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)EXISTING CONCRETEFOUNDATIONRE-ALIGNEDCONCRETE CHANNELCDOT1012 SE FRONTAGE RD,FORT COLLINSIMAGO ENTERPRISES INC.140 PALMER DR,FORT COLLINS100-YEARBOXELDERFLOODPLAIN100-YEARBOXELDERFLOODPLAINPROPOSEDREGIONALTRAILBOXELDERFLOODWAY(SHADED)EROSION BUFFER ZONEWETLAND BUFFER5' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548CDOT PARCELREC.NO. 20190065531325 LF 21" RPM @ 0.38%EX-SANITARY MHRIM=4915.18INV IN=4906.23INV OUT=4906.17EX-SANITARY MHRIM=4915.32INV=4907.43EX-SANITARY MH400 LF 10" PVCEXISTING WELLU1UTILITY PLAN16CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U2 NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED 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 BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130MATCH LINE - SEE SHEET U4KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9 H2OSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS EEEEEEEE EW WXX XE EEEEEEEEEEEE E UDUDVAULTELECVAULT ELEC VAULTELECEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEEEEEEEEEENPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A7-4SSMH A7-3SSMH A7-2SSMH A7-1SSMH A2W-8 8" PVC 8" PVC 8" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UT IL ITY EASEMENTPROJECTBOUNDARY9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 9LOT 12TRACT IDE&IETRACT LDE&IE5' SIDEWALK5' SIDEWALK5' SIDEWALK5' S IDEWALK5' S IDEWALKSTREET A (PR IVATE )VIXEN DRIVEPROPOSEDFIRE HYDRANTSTORM DRAIN FSEE SHEET ST5WATER LINE A2SEE SHEET WT10SANITARY LINE A6SEE SHEET SS8WATER LINE A1SEE SHEET WT7WATER LINE A2SEE SHEET W9CONNECT TO EXISTING 8"PVC WATER LINEPROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)SANITARY LINE A6SEE SHEET SS8RE-ALIGNEDCONCRETE CHANNELFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINS100-YEARBOXELDERFLOODPLAINPROPOSED 4' RUNDOWNw/ 4'x4' SCOUR-STOPPROPOSED 4' RUNDOWNw/ 4'x4' SCOUR-STOPPROPOSED 4' CONCRETESIDEWALK CULVERT8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC71' ROW44'FL-FL50'FL-FLEX-SANITARY MHRIM=4924.97INV IN = 4909.17 (N)INV IN = 4909.17 (E)INV OUT = 4909.07 (W)EXISTING SANITARYLINE400 LF 10" PVC800 LF 10" PVCEX-STORM MHRIM=4919.34INV IN = 4913.26 (NW)INV OUT = 4913.26 (S)138.2 LF 15" RCP @ 0.41%TRACT PUDA&EAEU2UTILITY PLAN17CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U3 NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED 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 BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U1 MATCH LINE - SEE SHEET U5 WVWVELECBRKRHYD WutilLIDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS FOFOFOW W W W W W W W W W W W W G GEEEE E E E E E E E E E E E E E E E E E E EEEEEEE E E E E E E E E E EUDUDUDUDUDUDUD UDUDUD VAULT 10' X 10' ELECEEE ENPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNP NP NP NP NP NP FOSSMH A12SSMH A11SSMH A10SSMH A9SSMH A8 8" PVC 8" PVC 8" P V C 8" PVC 8" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT PROJECTBOUNDARY9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 13TRACT LDE&IETRACT MDE&IETRACT NDE&IE5' SIDEWALK 5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAY CARRIAGE PARKWAY EXISTING 12" ELCOWATER LINEEXISTINGFIRE HYDRANTSTORM DRAIN GSEE SHEET ST5POND 3 CULVERTSSEE SHEET ST7TRACT ODE&IEPROPOSED NON-POTABLEIRRIGATION LINE (BY OTHERS)RAIN GARDEN 4SEE SHEET RG4RAIN GARDEN 5SEE SHEET RG4THOMAS J SKILLMAN4608 KITCHELL WAY,FORT COLLINSWATER LINE ASEE SHEET WT4SANITARY LINE ASEE SHEET SS3STORM DRAIN BSEE SHEET ST2RE-ALIGNEDCONCRETE CHANNELRE-ALIGNEDCONCRETE CHANNELFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSCONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPCONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPPROPOSED 4' CONCRETESIDEWALK CULVERT12" C900 PVC 12" C 900 P V C R = 617.00'12" C900 PVCPROPOSEDAIR RELEASE VALVE (ARV)PROPOSEDAIR RELEASE VALVE (ARV)5' SIDEWALK 84' ROW54'FL-FLEXISTING STORM MHRIM = 4925.51INV IN = 4919.31 (N)INV IN = 4919.31 (W)INV OUT = 4919.21 (W)367 LF 10" PVCEXISTINGSANITARY LINEEXISTING SANITARY MHEX-SANITARY MHRIM=4926.04INV IN = 4912.08 (N)INV IN = 4912.04 (E)INV OUT = 4911.94 (W)433.48 LF 10" PVCPROPOSED 4' CONCRETESIDEWALK CULVERTRELOCATE EXISTINGFIBER-OPTIC PEDSTALU3UTILITY PLAN18CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED 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 BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130MATCH LINE - SEE SHEET U6KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U2 CCTVAULTF.O.ELECELECTCCTVAULTF.O.CE E E E E E E E E E E E E EFOFOFOFOFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVWWWWWW WWWWWWWWWWWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SOUTHEAST FRONTAGE ROADINTERSTATE 25GGUDUD UDUDUDUDUDUDUDUDUDUDUDUD EEEEVAU LTELECVAULT ELEC E E E E E E E E EEEEEEEEEEEE E EENPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNP NP NP NP NPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A2W-5 (DROP MANHOLE)SSMH A2W-7SSMH A2W-6 8" P V C 8 " P V C PROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSED TEMPORARYFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT PROJECTBOUNDARYWATER LINE A1SEE SHEET WT6LOT 1LOT 8TRACT FDE&IETRACT HDE&IETRACT JDE&IEEXISTING 60" GREELEYRAW WATER LINE5' SIDEWALK 5' SIDEWALK STREET A (PRIVATE)TOP OF DITCH (TYP.)LAKE CANALTRIC CANALPROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D6PROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6PROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6PROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D6LAKE CANAL CULVERT CSEE SHEETLC3TRIC CULVERT BSEE SHEET TRIC1BOX CULVERT HSEE SHEET ST7RAIN GARDEN 2SEE SHEET RG2SANITARY LINE A2 (W)SEE SHEET SS5PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)PROPOSEDNON-POTABLE PUMP HOUSE(DESIGNED BY OTHERS)PROPOSEDREGIONAL TRAILPROPOSEDPEDESTRIAN BRIDGEWATER LINE CSEE SHEET WT138" C900 PVC PROPOSEDAIR RELEASE VALVE (ARV)PROPOSEDAIR RELEASE VALVE (ARV)PROPOSEDAIR RELEASE VALVE (ARV)CONNECT TOEXISTING WATER LINE12" C900 PVC12" C900 PVC 12" C900 PVC8" C 9 0 0 P V C 8" C900 PVC50'FL -FLDITCH HABITAT BUFFER40' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 200700238295' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 9208154810' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 920815485' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548CDOT PARCELREC.NO. 20190065531CDOT PARCELREC.NO. 20190065531TRACT PUDA&EAETRACT QUDA&EAERAIN GARDEN 3SEE SHEET RG3TRAIL EASEMENT(WIDTH VARIES)U4UTILITY PLAN19CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U5 NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED 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 BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130MATCH LINE - SEE SHEET U7KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U1 H2O12" SS12" SSWWWWWWWWWWWWWWWWWWWUDUDUDUDUDUDUDEEEEEEEEEEEEEEEEUDVAULTVA U L T 10' X 1 0 ' E L E C EEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEEEEEEEEEEEEEEEEEEEEEEEEEEENPNPNPNPNPNPNPNPNP NP NP NPNPSSMH A2W-8SSMH A4 (DROP MANHOLE)SSMH A6SSMH A5 12 " PVC 1 2 " P V C 12" P V C 8" PVC 8" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 10LOT 11TRACT FDE&IETRACT JDE&IETRACT KDE&IEEXISTING 60" GREELEYRAW WATER LING5' SIDEWALK5' SIDEWALK5' S IDEWALK5' S IDEWALKSTREET A (PR IVATE )CARRIAGE PARKWAYVIXEN DRIVE5' S IDEWALK 5' S IDEWALKLAKE CANALTRIC CANALSTORM DRAIN BSEE SHEET ST2LAKE CANAL CULVERT BSEE SHEET LC3PROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D6PROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D5POND OUTLET 2SEE SHEET ST6TRIC CULVERT ASEE SHEET TRIC1STORM DRAIN ASEE SHEET ST1RAIN GARDEN 3SEE SHEET RG3WATER LINE A1SEE SHEET WT7SANITARY LINE A2 (W)SEE SHEET SS6WATER LINE A2SEE SHEET W9WATER LINE ASEE SHEET WT2SANITARY LINE ASEE SHEET SS2PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)SANITARY LINE A6SEE SHEET SS812" C900 P V C R=583.00'8" C900 PVCPROPOSEDAIR RELEASE VALVE (ARV)8" C900 PVC8" C900 PVC50'FL-FL84' ROW54'FL-FLEXISTING 40' WATER LINEEASEMENTDITCH HABITAT BUFFER40' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 20070023829TRACT PUDA&EAETRACT GDE&IEU5UTILITY PLAN20CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U6 NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED 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 BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130MATCH LINE - SEE SHEET U8KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U4 MATCH LINE - SEE SHEET U2 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS GGGGGGGGGGGGGGGG G G G G G G G G G G G TWWWWWWWWWWWW8" W 8" W 8" W8" WHYDWWWWW/ / / / / / / /EEEEE EEEEE E E E E UDUDUDUD VAULTELEC VAULTELECVAULTELECEEEEEEEESSMH A9SSMH A8SSMH A7 8" PVC 8" PVC 8" PVCPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT9' UTILITY EASEMENTTRACT MDE&IETRACT NDE&IE5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAYVIXEN DRIVEPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPOND 3 CULVERTSSEE SHEET ST7RAIN GARDEN 5SEE SHEET RG4GREGG SSCHMIDTKE4607 KITCHELL WAY,FORT COLLINSSTORM DRAIN BSEE SHEET ST2WATER LINE ASEE SHEET WT3SANITARY LINE ASEE SHEET SS2WATER LINE A2(E)SEE SHEET W9CONNECT TO EXISTING 8"PVC WATER LINESANITARY LINE A6SEE SHEET SS8EXISTING 8"PVC WATER LINEEXISTINGFIRE HYDRANTEXISTING 24"RCP STORM CULVERT12" C 900 P V C R = 617.00'12" C900 PVCPROPOSEDAIR RELEASE VALVE (ARV)5' SIDEWALKEXISTING 30'ELCO EASEMENTEXISTING 16'UTILITY EASEMENTU6UTILITY PLAN21CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED 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 BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130MATCH LINE - SEE SHEET U9KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U5 MATCH LINE - SEE SHEET U3 DDTRAFFICVAULTTRAFFICVAULTEEEEEEEEEEEEETVAULTF.O.CELECELECF ESEEEEEEEEEEEEEEEEEEEEDDDDDDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELEC/ / / / / / / // / / / / / / // / / / / / / /WWWWWWWWWWWW W W W W W W W W WWEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGGGGGGGGGGGGGGGGGGUDUDUDUDUDUDUDUDUDUDUDUDEEEEVAULT ELEC EEEEEEEEEE E EEEEEEEEE E NPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A2W-3SSMH A2W-2SSMH A2W-1 15" PVC 15" PVCPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT WATER LINE A1SEE SHEET WT6LOT 2LOT 1LOT 4TRACT EDETRACT FDE&IESTREET A (PRIVATE)5' SIDEWALK5' SIDEWALK10' SIDEWALKPROSPECT ROADPOND OUTLET 1SEE SHEET ST6STORM DRAIN DSEE SHEET ST4RAIN GARDEN 1SEE SHEET RG1SANITARY LINE A2 (W)SEE SHEET SS4PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)PROPOSEDREGIONAL TRAILSTORM DRAIN CSEE SHEET ST3STORM DRAIN ISEE SHEET ST8WATER LINE CSEE SHEET WT138" C900 PVC 8" C900 PVC8" C900 PVCPROPOSEDAIR RELEASE VALVE (ARV)12" C900 PVC12" C900 PVCPROJECTBOUNDARY50'FL -FL30' UTILITYEASEMENT30' UTILITY EASEMENTREC. NO. 20190065531TRACT QUDA&EAETRAIL EASEMENT(WIDTH VARIES)WATER LINE LOWERING REQUIREDCONTRACTOR TO VERIFY DEPTH.U7UTILITY PLAN22CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U8 NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED 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 BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U4 GGGGGXCTVCTVXCCH2OMWT12" SS12" SS12" SS12" SSFESCONTROLIRRCONTROLIRRV.P.FESVAULTF.O.ELECGASW EEEWWEE EEEEEEEXXEG/ / / / / / / // / / / / / / // / / / / / / / X X X FO FO FOGGGELECEEEEEEEEEEE EE E E EEEEEEEF F ESELECELECELECELECELECFOVAULTF.O.VAULTF.O.FOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWWWWWWWWWWWWWWWWWWWEEEEEEEEEXX GGGGGGX X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TSTSGGGGGGGGGUDUDUDUDUDUDEEEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E WAY 232 1 WAY 132 1WAY 332 1WAY 432 1WAY 532 1 VAULTELECVAULTELECVAULT 10' X 10' ELEC EEE E E E E E EEWWEEEEEEEEEENPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A2 (DROP MANHOLE)EX SSMH ASSMH A1 18" PVC 18" PVC 15" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTRELOCATEFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 2LOT 3LOT 5LOT 4TRACT FDE&IETRACT KDE&IEEXISTING 60" GREELEYRAW WATER LINGSTREET A (PRIVATE)CARRIAGE PARKWAY 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK10' SIDEWALKPROSPECT 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 ST4WATER 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 GEARRAIN GARDEN 1SEE SHEET RG1PROPOSED 4'CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6LOT 7LOT 6PROPOSED TEMPORARYFIRE HYDRANTPROPOSED TEMPORARYFIRE HYDRANTPROPOSED TEMPORARYFIRE HYDRANTSSMH A312" C900 PVC12" C900 PVC12" C900 PVC12" C900 PVC8" C900 PVCPROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D612" C900 PVC 8" C900 PVCPROPOSEDFIRE HYDRANTPROPOSEDAIR RELEASE VALVE (ARV)PROPOSEDAIR RELEASE VALVE (ARV)PROPOSEDAIR RELEASE VALVE (ARV)8" C900 PVCPROPOSED BLOW OFFFIRE HYDRANT FORELCO MAINTENANCE10' SIDEWALK84' ROW54'FL-FL62'FL-FLEXISTING 40' WATER LINEEASEMENT30' UTILITYEASEMENT50' IRRIGATIONEASEMENT TO LAKE CANALDITCH HABITAT BUFFERDITCH HABITAT BUFFERPROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D68" WATER STUB FORFUTURE SERVICE OF LOT 68" WATER STUB FORFUTURE SERVICE OF LOT 740' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 2007002382930' UTILITY EASEMENTREC. NO. 20190065531TRACT QUDA&EAETRACT GDE&IE36' UTILITYEASEMENTPROPOSED UTILITY EASEMENTPROPOSED UTILITY EASEMENTPROPOSED UTILITY EASEMENTU8UTILITY 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 LINEWPROPOSED 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 BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130MATCH LINE - SEE SHEET U5KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U7 GGGGGGGGGGGGGGGGGCTVCTVCTVCTVCTVXXXCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXCTVCTVCTVCTVCTVCTVXXCTVCTVSH2OH2OH2OH2OH2OH2OH2OWVWVWSCWCCWECABLEWWWWWWWWWWWWWWWWWWWWWSS SS SS SS SSWX V.P.V.P.V.P.V.P.CABLEMMCSMMH2OOHU OHU OHU SS SSM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /12" W 12" SS12" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS G G G G G G G G G G G G G G G G G G G 12" SS 12" SS 12" SS 12" SS GGGGGGGGG12" SS12" SS12" SS12" SS12" SS12" SS12" SS12" SS8" W8" W8" W8" W8" W8" W8" W8" W8" W8" WFF12" SS12" SS12" SS12" SS12" SS12" SST8" W 8 " W 8" W 8" W 8" W 8" W 8" WEEEEEEEEFESFESHYDELECF.O.ELECFOF.O.F.O.F.O.F.O.MH2OFOMFOFOFOFOFOFOFOFOFOFOFOFO WWWWWWWWWWWWWWWEEEEEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EEEWEXISTING 60" GREELEYRAW WATER LINGPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROSPECT ROADTRIC CANALCONNECT TO EXISTING12" PVC WATER LINEWATER LINE BSEE SHEET WT12PROPOSED 4'CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6POUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSLOT 7DITCH HABITAT BUFFER40' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 20070023829EXISTINGFIRE HYDRANTU9UTILITY PLAN24CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U8 NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED 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 BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130MATCH LINE - SEE SHEET U6KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9 W W W W W W 9' UTILITY EASEMENTG G G 84' ROW77' ROWSTREET A (PRIVATE)CARRIAGE PARKWAY5' SIDEWALKPROSPECT ROADSTA.=18+03.68BEGIN HORIZ.DEFLECTIONSTA.=18+98.57END WATERLINE LOWERINGSTORM 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-FLWATER LINE BSEE SHEET WT11EXISTING 60" GREELEYWATER MAINSTORM DRAIN ASEE SHEET ST19' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALKTRACT GDE&IELOT 4LOT 3TRACT FDE&IELOT 5TRACT JDE&IETRACT KDE&IELOT 6SANITARY LINE ASEE SHEET SS129.50 LF 12" PVCN00°00'36"E404.33 LF 12" PVCN00°00'36"E8.61 LF 12" PVCN00°00'36"E16.11 LF 12" PVCN00°00'36"E81.24 LF 12" PVCN00°00'36"E175.47 LF 12" PVCN00°00'36"E7.31 LF 12" PVCN00°00'36"E30.34 LF 12" PVCN00°00'36"ESTA. 10+29.5012"x6" TEE w/ MRJ1 - 12" BFV (N)1 - 6" GV (E)1 - FH ASSEMBLY (E)N:123698.42E:217120.73STA. 14+33.83CONNECT TO WATERLINES A1 & A1(E)12"x8" CROSS1 - 12" BFV (S)2 - 8" GV (E, W)N:124102.75E:217120.80STA. 16+09.3012"x6" TEE w/ MRJ1 - 12" BFV (N)1 - 6" GV (E)1 - FH ASSEMBLY (E)N:124278.23E:217120.83STA. 16+39.641 - 12" ARVN:124308.57E:217120.83STA. 16+55.75BEGIN WATER LINELOWERINGN:124324.67E:217120.84STA. 16+64.36BEGIN 24"STEEL CASINGN:124333.28E:217120.84STA. 17+45.60END 24"STEEL CASINGN:124414.52E:217120.85STA. 17+52.91END WATERLINE LOWERINGN:124421.83E:217120.85STA.=18+39.731 - 12" BFVN:124508.63E:217121.98STA.=18+50.001 - 12" ARVN:124518.87E:217122.7150.77 LF 12" PVCN00°00'36"E36.05 LF 12" PVCR=583.00'10.27 LF 12" PVCR=583.00'STA. 10+00.00CONNECT TO WATER LINE B12"x12" TEE w/MJR2 - 12" BFV (N. E)N:123668.92E:217120.72EXISTING 40' WATER LINEEASEMENT1896-001_Water A4895490049054910491549204925493049354895490049054910491549204925493049359+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0019+7581.24 LFEX - 24"STEEL CASINGSTA. 18+97.59END WATER LINELOWERING PROPOSED GROUNDEXISTING GROUND18"18"18"12" PVC12" PVC12" PVC12" PVC12" PVCSTA. 16+62.445.0° BENDT.O.P.=4905.79STA. 17+47.645.0° BENDT.O.P.=4905.79STA. 17+52.945.0° BENDT.O.P.=4911.10STA. 18+97.644.8° BENDT.O.P.=4913.26STA. 16+55.745.0° BENDT.O.P.=4912.40 STA. 12+99.7 0.2° DEFLECTION T.O.P.=4909.51 STA. 18+95.445.0° BENDT.O.P.=4911.07 15' x 4' BOX CULVERTLAKE CANAL CULVERT BSTA.=16+82.25INV.=4910.9030" RCP STORMSTA.=18+85.85INV.=4912.8660" WATERSTA.=17+74.28TOP=4908.558" PVC SANITARYSTA.=14+23.83INV.=4903.98STA. 10+00.00 CONNECT TO WATER LINE B 12"x12" TEE w/ MRJ 2 - 12" BFV (N, E) T.O.P.=4907.72 STA. 10+29.50 12"x6" TEE w/MRJ 1 - 12" BFV (N) 1 - 6" GV (E) 1 - FH ASSEMBLY (E) L_r=1' (E) T.O.P.=4907.90 STA. 14+33.83 CONNECT TO WATER LINES A1 & A1 (E) 12"x8" CROSS 1 - 12" BFV (S) 2 - 8" GV (E, W) T.O.P.=4910.82 STA. 16+64.36BEGINE 24"STEEL CASINGT.O.P.=4905.79STA. 16+55.75BEGIN WATERLINE LOWERINGT.O.P.=4912.40 STA. 17+45.60END 24"STEEL CASINGT.O.P.=4905.79STA. 16+09.3012"x6" TEE w/ MRJ1 - 12" BFV (N)1 - 6" GV (E) 1 - FH ASSEMBLY (E) L_r=1' (E) T.O.P.=4912.40 STA. 17+52.91END WATERLINE LOWERINGT.O.P.=4911.10 STA. 16+39.641 - 12" ARVT.O.P.=4912.41STA. 18+03.68BEGIN HORZ. DEFLECTIONT.O.P.=4911.09STA. 18+39.731 - 12" BFVT.O.P.=4911.08 STA. 18+50.001 - 12" ARVT.O.P.=4911.08 90 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 10+00.00 END MECH. RESTRAINT STA: 10+90.00209 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 15+96.17END MECH. RESTRAINTSTA: 18+05.22 51.5' DEF.STA. 15+71.57 T.O.P.=4912.18 STA. 16+23.10T.O.P.=4912.42(@ 0.2°)110 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 18+42.59END MECH. RESTRAINTSTA: 19+52.5915' x 4' BOX CULVERTTRIC CULVERT ASTA.=17+27.74INV.=4908.13WT1PLAN & PROFILE WATER LINE A25 NORTHLINEMATCH STA19+75 ( 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 130CALL 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.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING 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+75WT2 WT1 172.97LF12"PVCR=583.00'STA.=22+42.2012"x6" TEE w/ MRJ1 - 12" BFV (SW)1 - FH ASSEMBLY (SE)1 - 6" GV (SE)STA.=24+15.18END HORIZ.DEFLECTION54'FL - FL84' ROWEXIST ING 60" GREELEYSTORM DRAIN BSEE SHEET ST2WATER LINE A29' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALKLOT 10LOT 11SANITARY LINE ASEE SHEET SS2354.06 LF 12" PVCN60°06'24"E392.20LF12"PVCR=583.00'1896-001_Water A48954900490549104915492049254930493548954900490549104915492049254930493520+0021+0022+0023+0024+0025+00STA. 24+15.18END HORIZ.DEFLECTIONT.O.P.=4916.34 STA. 22+42.20 12"x6" TEE w/ MRJ 1 - 12" BFV(SW) 1 - 6" GV (SE) 1 - FH ASSEMBLY (SE) L_r=1' (SE) T.O.P.=4915.31 PROPOSED GROUNDEXISTING GROUND12" PVC12" PVC20 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 22+32.20 END MECH. RESTRAINT STA: 22+52.20 WT2PLAN & PROFILE WATER LINE A26 NORTHLINEMATCH S T A 2 5 + 0 0 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130CALL 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.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25LINEMATCHSTA19+75( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE ASTAMATCH LINE SEE SHEET 25+00WT3 STAMATCH LINE SEE SHEET 19+75WT1 WT3WT4WT2WT1 W UD CARRIAGE PARKWAYVIXEN DRIVE 582.44LF12"PVCR=617.00'71.01 LF 12" PVCN60°06'24"E24.00 LF 12" PVCN60°06'24"ESTA.=28+64.25BEGIN HORIZ.DEFLECTIONCULVERT 1SEE SHEET ST7STORM DRAIN BSEE SHEET ST2WATER LINE A2SEE SHEET W9WATER LINE A2(E)SEE SHEET W9STA.=30+67.14BEGIN STEELCASINGSTA.=31+08.62END STEELCASING9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' S IDEWALK5' S IDEWALK 5' SIDEWALK 5' SIDEWALK POUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLS9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALKLOT 13LOT 10TRACT MDE&IETRACT NDE&IESTA. 27+69.2412"x8" CROSS2 - 8" GV (SE, NW)1 - 12" BFV (SW)N:125154.39E:217720.26STA. 28+40.2512"x6" TEE w/ MRJ1 - 12" BFV (NE)1 - 6" GV (SE)1 - FH ASSEMBLY (SE)N:125189.79E:217781.82STA.=30+50.001 - 12" ARVSTA.=30+60.09BEGIN WATER LINELOWERINGSTA.=31+15.99END WATER LINELOWERING1896-001_Water A48954900490549104915492049254930493548954900490549104915492049254930493525+0026+0027+0028+0029+0030+0031+0032+0032+50STA. 27+69.24 CONNECT TO WATER LINE A2 12"x8" CROSS 1 - 12" BFV (SW) 2 - 8" GV (SE, NW) T.O.P.=4918.45 STA. 28+40.25 12"x6" TEE w/ TB 1 - 12" BFV (NE) 1 - 6" GV (SE) 1 - FH ASSEMBLY (SE) L_r=1' (SE) T.O.P.=4918.87 STA. 28+64.25 BEGIN HORIZ DEFLECTION T.O.P.=4919.02 STA. 30+60.09BEGIN WATER LINELOWERINGT.O.P. = 4920.12STA. 31+15.99 ENDWATER LINELOWERINGT.O.P. = 4920.38 PROPOSED GROUNDEXISTING GROUNDSTA. 30+65.245.0° BENDT.O.P.=4915.02STA. 31+10.645.0° BENDT.O.P.=4915.02STA. 31+16.044.8° BENDT.O.P.=4920.38STA. 30+50.00.3° DEFLECTIONT.O.P.=4920.12STA. 30+60.145.0° BENDT.O.P.=4920.12 12" PVC36" RCP STORMSTA.=30+96.63INV.=4917.4336" RCP STORMSTA.=30+79.22INV.=4917.3836" RCP STORMSTA.=30+88.34INV.=4917.41STA. 30+50.00 1 - 12" ARV T.O.P. = 4920.1241.47 LF 24" STEEL CASINGSTA. 31+08.62 ENDSTEEL CASINGT.O.P. = 4915.55STA. 31+67.14BEGIN STEEL CASINGT.O.P. = 4915.5518"12" PVC12" PVC20 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 28+30.25 END MECH. RESTRAINT STA: 28+50.25166 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 30+05.10 END MECH. RESTRAINTSTA: 31+70.99 WT3PLAN & PROFILE WATER LINE A27 NORTHLINEMATCHSTA32+50SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130CALL 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.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 LINE MATCH STA 25+00 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE ASTAMATCH LINE SEE SHEET 32+50WT4 STAMATCH LINE SEE SHEET 25+00WT2 WT3WT4WT2WT1 SSSSSSSS SS SS SSSSSSFO CARRIAGE PARKWAY582.44LF12"PVCR=617.00'63.68 LF 12" PVCR=617.00'STA.=34+46.7012"x6" TEE w/ MRJ1 - 12" BFV (N)1 - 6" GV (E)1 - FH ASSEMBLY (E)115.87 LF 12" PVCN11°09'43"WSTA.=35+10.38END HORIZ.DEFLECTION84' ROW54'FL-FLCULVERT 1SEE SHEET ST79' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALKLOT 13TRACT NDE&IESTORM DRAIN GSEE SHEET ST5SANITARY LINE ASEE SHEET SS3FOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSSTA. 39+72.3011.25° BEND w/ MRJN:126195.25E:218090.34STA. 39+77.1012"x6" TEE w/ TB1 - 6" GV (W)1 - FH ASSEMBLY (W)N:126200.05E:218090.35STA. 39+97.92CONNECT TO EXISTING12" PVC WATER LINE1 - 12" BFV (ISOLATION VALVE)N:126220.87E:218090.38239.62 LF 12" PVCN00°06'24"E20.82 LF 12" PVCN00°05'17"E4.80 LF 12" PVCN00°05'17"ESTA. 38+56.4411.25° BEND w/ MRJN:126081.57E:218112.77106.44 LF 12" PVCN00°06'24"ESTA. 37+50.001 - 12" ARVN:125975.13E:218112.571896-001_Water A49054910491549204925493049354940494549054910491549204925493049354940494532+5033+0034+0035+0036+0037+0038+0039+0040+0040+75STA. 39+72.3011.25° BENDT.O.P.=4920.56STA. 39+77.1012"x6" TEE w/ MRJ1 - 6" GV (W)1 - FH ASSEMBLY (W)L_r=1' (W)T.O.P.=4920.56 STA. 39+97.92CONNECT TO EXISTING12" PVC WATER LINE1 - 12" BFVT.O.P.=4920.56 STA. 37+50.00 1 - 12" ARV T.O.P.=4923.85 STA. 38+56.4411.25° BENDT.O.P.=4922.51 STA. 35+10.38 END HORIZ. DEFLECTION T.O.P.=4922.63 STA. 34+46.70 12"x6" TEE w/MRJ 1 - 12" BFV (N) 1 - 6" GV (E) 1 - FH ASSEMBLY (E) L_r=1' (E) T.O.P.=4922.27PROPOSED GROUNDEXISTING GROUNDSTA. 39+08.40.6° DEFLECTIONT.O.P.=4921.34 STA. 39+72.30.7° DEFLECTIONT.O.P.=4920.56141.6' DEF.STA. 37+11.80 T.O.P.=4923.78 STA. 38+53.35T.O.P.=4922.58 (@ 0.2°)12" PVC12" PVC15" RCP STORMSTA.=39+90.70INV.=4922.3112" PVC18"20 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 34+36.70 END MECH. RESTRAINT STA: 34+56.7020 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 38+46.44END MECH. RESTRAINTSTA: 38+66.4425 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 39+62.30END MECH. RESTRAINTSTA: 39+87.10 WT4PLAN & PROFILE WATER LINE A28 NORTHL I N EMA TC H S T A 3 2 + 5 0 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130CALL 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.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE ASTAMATCH LINE SEE SHEET 32+50WT3 WT3WT4WT2WT1 4895490049054910491549204925493049354895490049054910491549204925493049359+2510+0011+0012+0013+0014+0015+0016+0017+008" PVCSTA. 10+66.0 0.3° DEFLECTION T.O.P.=4910.82 EXISTINGGROUNDPROPOSED GROUND8" PVC14 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 10+39.00 BEGIN MECH. RESTRAINT STA: 10+25.00 14 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 10+72.97 BEGIN MECH. RESTRAINT STA: 10+58.97 STA. 10+00.00 CONNECT TO WATER LINES A & A1(E) 12"x8" CROSS 1 - 12" BFV (S) 2 - 8" GV (E, W) T.O.P.=4910.82 STA. 14+33.86 22.50° BEND T.O.P.=4912.99 STA. 15+18.5711.25° BENDT.O.P.=4913.49STA. 15+88.0322.50° BENDT.O.P.=4913.90STA. 16+57.4811.25° BENDT.O.P.=4914.31 STA. 10+32.00 22.50° BEND T.O.P.=4910.82 STA. 10+65.97 22.50° BEND T.O.P.=4910.82 STA. 12+54.39 11.25° BEND T.O.P.=4911.93 STA. 12+85.14 11.25° BEND T.O.P.=4912.11 STA. 13+22.18 8"x6" TEE w/ MRJ 1 - 8" GV (E) 1 - 6" GV (N) 1 - FH ASSEMBLY (N) RESTRAIN ENTIRE LENGTH OF FH ASSEMBLY NORTH OF TEE T.O.P.=4912.33 14 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 12+61.39 BEGIN MECH. RESTRAINT STA: 12+47.3914 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 12+92.14 BEGIN MECH. RESTRAINT STA: 12+78.14 14 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 14+40.86 BEGIN MECH. RESTRAINT STA: 14+26.86 14 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 15+25.57BEGIN MECH. RESTRAINTSTA: 15+11.57 14 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 15+95.03BEGIN MECH. RESTRAINTSTA: 15+81.0314 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 16+64.48BEGIN MECH. RESTRAINTSTA: 16+50.48 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT84' ROW54'FL-FL62'FL-FLSTREET A (PRIVATE)CARRIAGE PARKWAY 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENTWATER LINE ASEE SHEET WT1WATER LINE A1(E)SEE SHEET WT8LOT 6LOT 2LOT 3LOT 5SANITARY LINE A2(W)SEE SHEET SS484.71 LF 8" PVCN67°29'52"W69.47 LF 8" PVCN56°14'51"W69.45 LF 8" PVCN33°44'51"W89.94 LF 8" PVCN22°29'51"WSTA. 14+33.8622.50° BEND w/ MRJN:124109.77E:216690.12STA. 15+18.5711.25° BEND w/ MRJN:124142.19E:216611.86STA. 15+88.0322.50° BEND w/ MRJN:124180.79E:216554.10STA. 16+57.4811.25° BEND w/ MRJN:124238.54E:216515.52STA. 17+47.4322.50° BEND w/ MRJN:124321.64E:216481.10STA. 10+00.00CONNECT TO WATERLINES A & A1(E)12"x8" CROSS1 - 12" BFV (S)2 - 8" GV (E, W)N:124102.75E:217120.80STA. 10+32.0022.50° BEND w/ MRJN:124102.76E:217088.80STA. 10+65.9722.50° BEND w/ MRJN:124115.76E:217057.42STA. 12+54.3911.25° BEND w/ MRJN:124115.77E:216869.00STA. 12+85.1411.25° BEND w/ MRJN:124109.77E:216838.84STA. 13+22.188"x6" TEE w/ MRJ1 - 8" GV w/ MRJ (E)1 - 6" GV w/ MRJ (N)1 - FH ASSEMBLY (N)RESTRAIN ENTIRE LENGTH OFFH ASSEMBLY NORTH OF TEEN:124109.77E:216801.8032.00 LF 8" PVCN89°59'44"W33.97 LF 8" PVCN67°29'50"W188.42 LF 8" PVCN89°59'50"W30.75 LF 8" PVCS78°45'10"W37.04 LF 8" PVCN89°59'50"W111.68 LF 8" PVCN89°59'50"WTRACT QUDA&EAELOT 4LOT 1WT5PLAN & PROFILE WATER LINE A1 (W)29NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINEMATCHSTA17+00WATER LINE A1 (W)STAMATCH LINE SEE SHEET 17+00WT6 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130NOTES: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.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRWT7WT6WT5 48954900490549104915492049254930493548954900490549104915492049254930493517+0018+0019+0020+0021+0022+0023+0024+0025+0025+508" PVC8" PVC8" PVC8" PVCSTA. 21+98.0 45° BEND T.O.P.=4906.65 STA. 22+37.7 45° BEND T.O.P.=4906.65 STA. 22+42.4 45° BEND T.O.P.=4911.39 STA. 19+39.5 45° BEND T.O.P.=4914.86 STA. 19+48.6 45° BEND T.O.P.=4905.83 STA. 20+45.1 45° BEND T.O.P.=4905.83 STA. 20+52.0 45° BEND T.O.P.=4912.70 STA. 20+70.4 0.6° DEFLECTION T.O.P.=4912.70 STA. 21+93.3 45° BEND T.O.P.=4911.41 69.2' DEF.STA. 18+23.86 T.O.P.=4915.30 STA. 18+93.02 T.O.P.=4915.23 (@ 0.2°)92.55 LFEXISTING20" STEEL CASINGEXISTING GROUNDPROPOSEDGROUND15' x 4' BOX CULVERTSTA.=19+70.40INV.=4911.2760" WATERSTA.=20+70.99TOP=4909.5330"18"18"STA. 17+47.43 22.50° BEND T.O.P.=4914.84 STA. 24+79.2611.25° BENDT.O.P.=4912.76STA. 24+43.688"x6" TEE w/ MRJ1 - 8" GV (SW)1 - 6" GV (SE)1 - FH ASSEMBLY (SE)RESTRAIN ENTIRE LENGTH OFFH ASSEMBLY SE OF TEET.O.P.=4912.55STA. 24+08.1011.25° BENDT.O.P.=4912.35 STA. 18+57.43 1 - 8" ARV T.O.P.=4915.38 STA. 18+84.19 8"x6" TEE w/ MRJ 1 - 8" GV (S) 1 - 6" GV (E) 1 - FH ASSEMBLY (E) RESTRAIN ENTIRE LENGTH OF FH ASSEMBLY EAST OF TEE T.O.P.=4915.29 STA. 19+50.61 BEGIN EX-20" STEEL CASING T.O.P.=4905.83 STA. 19+10.61 1 - 8" GV T.O.P.=4915.09 STA. 19+39.53 BEGIN WATER LINE LOWERING T.O.P.=4914.86 STA. 20+43.11 END EX-20" STEEL CASING T.O.P.=4905.83 STA. 20+51.99 END WATER LINE LOWERRING T.O.P.=4912.70 STA. 20+59.91 1 - 8" ARV T.O.P.=4912.70 STA. 20+83.11 1 - 8" GV T.O.P.=4912.57 STA. 21+60.02 1 - 8" GV T.O.P.=4911.76 STA. 21+93.27 BEGIN WATER LINE LOWERING T.O.P.=4911.41 STA. 22+00.02 BEGIN 20" STEEL CASING T.O.P.=4906.65 STA. 22+35.69 END 20" STEEL CASING T.O.P.=4906.65 STA. 22+42.43 END WATER LINE LOWERRING T.O.P.=4911.39 STA. 22+69.6811.25° BEND T.O.P.=4911.55 STA. 22+75.691 - 8" GVT.O.P.=4911.58STA. 23+69.4311.25° BENDT.O.P.=4912.1235.67 LF 20" STEEL CASING15' x 4' BOX CULVERTSTA.=22+17.86INV.=4909.0015' x 4' BOX CULVERTSTA.=20+23.44INV.=4908.1714 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 17+40.43 END MECH. RESTRAINT STA: 17+54.43 14 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 18+77.19 END MECH. RESTRAINT STA: 18+91.19190 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 19+00.53 END MECH. RESTRAINT STA: 20+90.98127 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 21+54.27 END MECH. RESTRAINTSTA: 22+81.4414 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 23+62.43END MECH. RESTRAINTSTA: 23+76.43 14 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 24+01.10END MECH. RESTRAINTSTA: 24+15.1014 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 24+36.68END MECH. RESTRAINTSTA: 24+50.68 14 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 24+72.26END MECH. RESTRAINTSTA: 24+86.26 W W W W W W W W UD UD UD UD UD 9' UTILITY EASEMENT9' UTILITY EASEMENT50'FL -FL5' SIDEWALK5' SIDEWALKSTREET A (PRIVATE)S T R E E T A ( P R I V A T E )5' S IDEWALK 5' S IDEWALK L A K E C A N A L T R I C C A N A LLAKE CANAL CULVERT CSEE SHEETLC3TRIC CULVERT BSEE SHEET TRIC1POND CULVERT 2SEE SHEET ST7LOT 1LOT 8LOT 10TRACT FDE&IESANITARY LINE A2(W)SEE SHEET SS4EXISTING 60"GREELEY WATER LINE69 . 4 7 L F 8 " P V C N 5 6 ° 1 4 ' 5 1 " W 69.45 LF 8" PVCN33°44'51"W89.94 LF 8" PVCN22°29'51"W110.01 LF 8" PVCN00°00'23"W26.75 LF 8" PVCN00°01'29"E26.43 LF 8" PVCN00°00'55"W28.92 LF 8" PVCN00°00'54"W11.08 LF 8" PVCN00°00'08"E92.50 LF 8" PVCN00°00'08"E8.88 LF 8" PVCN00°00'08"E7.92 LF 8" PVCN00°00'08"E23.20 LF 8" PVCN00°00'08"E38.67 LF 8" PVCN35°38'05"E35.58 LF 8" PVCN47°49'47"E35.58 LF 8" PVCN47°49'47"ESTA. 14+33.8622.50° BEND w/ MRJN:124109.77E:216690.1211.25° BEND w/ MRJN:124142.19E:216611.86STA. 15+88.0322.50° BEND w/ MRJN:124180.79E:216554.10STA. 16+57.4811.25° BEND w/ MRJN:124238.54E:216515.52STA. 17+47.4322.50° BEND w/ MRJN:124321.64E:216481.10STA. 24+08.1011.25° BEND w/ MRJN:124966.83E:216543.31STA. 24+79.2611.25° BEND w/ MRJN:125014.60E:216596.05STA. 18+57.431 - 8" ARVN:124431.64E:216481.09STA. 18+84.198"x6" TEE w/ MRJ1 - 8" GV (S)1 - 6" GV (E)1 - FH ASSEMBLY (E)N:124458.40E:216481.10STA. 19+10.611 - 8" GVN:124484.82E:216481.09STA. 19+39.53BEGIN WATER LINELOWERINGN:124513.74E:216481.09STA. 19+50.61BEGIN EX - 20"STEEL CASINGN:124524.82E:216481.09STA. 20+43.11END EX - 20"STEEL CASINGN:124617.32E:216481.09STA. 20+51.99END WATER LINELOWERINGN:124626.20E:216481.09STA. 20+59.911 - 8" ARVN:124634.12E:216481.09STA. 20+83.111 - 8" GVN:124657.32E:216481.09STA. 24+43.688"x6" TEE w/ MRJ1 - 8" GV (SW)1 - 6" GV (SE)1 - FH ASSEMBLY (SE)N:124990.72E:216569.68STA. 21+60.021 - 8" GV w/ MRJN:124734.23E:216481.10STA. 21+93.27BEGIN WATERLINE LOWERINGN:124767.48E:216481.10STA. 22+00.02BEGIN 20"STEEL CASINGN:124774.23E:216481.10STA. 22+35.69END 20"STEEL CASINGN:124809.90E:216481.10STA. 22+42.43END WATERLINE LOWERINGN:124816.64E:216481.10STA. 22+69.6822.50° BEND w/ MRJN:124843.89E:216481.10STA. 22+75.691 - 8" GV w/ MRJN:124849.41E:216483.49STA. 23+69.4311.25° BEND w/ MRJN:124935.40E:216520.7876.91 LF 8" PVCN00°00'08"E33.25 LF 8" PVCN00°00'08"E6.75 LF 8" PVCN00°00'08"E35.67 LF 8" PVCN00°00'08"E6.74 LF 8" PVCN00°00'08"E27.25 LF 8" PVCN00°00'08"E6.01 LF 8" PVCN23°26'23"E93.73 LF 8" PVCN23°26'23"ELOT 1TRACT QUDA&EAETRACT PUDA&EAEWT6PLAN & PROFILE WATER LINE A1 (W)30NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE A1 (W)STAMATCH LINE SEE SHEET 25+50WT7 STAMATCH LINE SEE SHEET 17+00WT5 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130NOTES: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.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRLINEMATCHSTA17+00LINEMATCH STA25+50WT7WT6WT5 48954900490549104915492049254930493548954900490549104915492049254930493525+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+008" PVCSTA. 33+03.90.5° DEFLECTIONT.O.P.=4917.50 STA. 30+44.43 8"x6" TEE w/ MRJ 1 - 8" GV (SW) 1 - 6" GV (SE) 1 - FH ASSEMBLY (SE) RESTRAIN ENTIRE LENGTH OF FH ASSEMBLY SE OF TEE T.O.P.=4916.01 STA. 35+16.69CONNECT TOWATER LINE A28"x8" TEE w /MRJ1 - 8" GV SE)1 - 8" GV (SW)T.O.P.=4920.46 8" PVC8" PVC SANITARYSTA.=35+02.68INV.=4910.7252 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 34+64.69END MECH. RESTRAINTSTA: 35+16.69 14 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 30+37.43 END MECH. RESTRAINT STA: 30+51.43 9' UTILITY EASEMENT9' UTILITY EASEMENT50'FL-FL5' SIDEWALK5' SIDEWALKSTREET A (PRIVATE)WATER LINE A2SEE SHEET W9LOT 8LOT 10SANITARY LINE A2(W)SEE SHEET SS435.58 LF 8" PVCN47°49'47"E565.18 LF 8" PVCN60°01'35"E472.26 LF 8" PVCN60°01'35"ESTA. 24+79.2611.25° BEND w/ MRJN:125014.60E:216596.05STA. 24+43.688"x6" TEE w/ MRJ1 - 8" GV (SW)1 - 6" GV (SE)1 - FH ASSEMBLY (SE)N:124990.72E:216569.68STA. 30+44.438"x6" TEE w/ MRJ1 - 8" GV (W)1 - 6" GV (SE)1 - FH ASSEMBLY (SE)RESTRAIN ENTIRE LENGTH OFFH ASSEMBLY SE OF TEEN:125296.97E:217085.63STA. 35+16.69CONNECT TOWATER LINE A28"x8" TEE w/ MRJ1 - 8 " GV (SE)1 - 8" GV (SW)N:125532.91E:217494.73LOT 9TRACT PUDA&EAEWT7PLAN & PROFILE WATER LINE A1 (W)31NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE A1 (W)STAMATCH LINE SEE SHEET 25+50WT6 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130NOTES: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.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRLINE MATCH STA 25+50 WT7WT6WT5 48954900490549104915492049254930489549004905491049154920492549309+5010+0011+0012+0013+0014+0014+508" PVCSTA. 13+09.8 45° BEND T.O.P.=4908.29 STA. 13+49.6 45° BEND T.O.P.=4908.29 STA. 13+53.3 45° BEND T.O.P.=4912.00 STA. 13+07.4 45° BEND T.O.P.=4910.62 STA. 10+00.00CONNECT TOWATER LINES A & A112"x8" CROSS1 - 12" BFV (S)2 - 8" GV (E, W)T.O.P.=4910.82 STA. 12+91.99 8"x6" TEE w/ MRJ 1 - 8" GV (E) 1 - 6" GV (N) 1 - FH ASSEMBLY (N) RESTRAIN ENTIRE LINE NORTH OF TEE T.O.P.=4910.63 STA. 13+07.42 BEGIN WATER LINE LOWERING T.O.P.=4910.62 STA. 13+11.76 BEGIN 20" STEEL CASING T.O.P.=4908.29 STA. 13+47.58 END 20" STEEL CASING T.O.P.=4908.29 STA. 13+53.29 END WATER LINE LOWERING T.O.P.=4912.00 STA. 13+66.61 8"x6" REDUCER (E) 1 - 6" GV (E) 1 - FH ASSEMBLY (E) RESTRAIN ENTIRE LINE EAST OF REDUCER T.O.P.=4912.0015' x 4' BOX CULVERTSTA.=13+29.67INV.=4910.6335.82 LFEXISTING20" STEEL CASINGPROPOSEDGROUNDEXISTINGGROUND18"98 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 13+66.61 BEGIN MECH. RESTRAINT STA: 12+68.42 9' UTILITY EASEMENT 9' UTILITY EASEMENT84' ROW54'FL-FL50'FL-FLSTREET A (PRIVATE)CARRIAGE PARKWAY 5' SIDEWALK5' SIDEWALK 5' SIDEWALK LAKE CAN A LWATER LINE ASEE SHEET WT1LAKE CANAL CULVERT ASEE SHEET LC1PROPOSED 50'LAKE CANAL EASEMENTPROPOSED 36' UTILITYEASEMENTBEGIN 20'' STEEL CASING (A1(E))STA 13+11.76N: 124102.74E: 217432.56END 20'' STEEL CASING (A1(E))STA 13+47.58N: 124102.74E: 217468.38TEMPORARYFIRE HYDRANTLOT 5LOT 7LOT 6STA. 12+91.998"x6" TEE w/ MRJ1 - 8" GV (E)1 - 6" GV (N)1 - FH ASSEMBLY (N)N:124102.74E:217412.79STA. 10+00.00CONNECT TO WATERLINES A & A112"x8" CROSS1 - 12" BFV (S)2 - 8" GV (E, W)N:124102.75E:217120.80STA. 13+07.42BEGIN WATERLINE LOWERINGN:124102.74E:217428.22STA. 13+53.29END WATERLINE LOWERINGN:124102.74E:217474.09STA. 13+66.618"x6" REUCER (E)1 - 6" GV (E)1 - FH ASSEMBLY (E)N:124102.74E:217487.41WT8PLAN & PROFILE WATER LINE A1(E)32NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE A1(E)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130NOTES: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.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRWT8 4900490549104915492049254930493549404900490549104915492049254930493549409+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018" RCP STORMSTA.=10+31.32INV.=4917.94STA. 10+42.3 45° BEND T.O.P.=4918.28 STA. 10+40.3 45° BEND T.O.P.=4916.23 STA. 10+20.1 45° BEND T.O.P.=4918.45 STA. 10+22.4 45° BEND T.O.P.=4916.23 STA. 16+03.8411.25° BENDT.O.P.=4921.35STA. 17+11.5811.25° BENDT.O.P.=4921.93STA. 15+71.658"x6" TEE w/ MRJ1 - 8" GV (SE)1 - 6" GV (NE)1 - FH ASSEMBLY (NE)RESTRAIN ENTIRE LENGTH OFFH ASSEMBLY NE OF TEET.O.P.=4921.17 STA. 10+00.00 CONNECT TO WATER LINE A 12"x8" CROSS 1 - 12" BFV (SW) 2 - 8" GV (SE, NW) T.O.P.=4918.45 STA. 10+42.33 END WATER LINE LOWERING T.O.P.=4918.28 STA. 10+20.14 BEGIN WATER LINE LOWERING T.O.P.=4918.45 STA. 10+69.68 22.50° BEND T.O.P.=4918.43 STA. 10+80.13 22.50° BEND T.O.P.=4918.49 STA. 14+41.39CONNECT TO WATER LINE A18"x8" TEE w /MRJ1 - 8" GV (SE)1 - 8" GV (SW)T.O.P.=4920.46 EXISTING GROUNDPROPOSED GROUND18"8" PVC SANITARYSTA.=10+17.32INV.=4908.458" PVC87 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 10+00.00 END MECH. RESTRAINT STA: 10+87.13 14 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 14+34.39END MECH. RESTRAINTSTA: 14+48.3914 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 15+64.65END MECH. RESTRAINTSTA: 15+78.6514 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 15+96.84END MECH. RESTRAINTSTA: 16+10.84 14 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 17+04.58END MECH. RESTRAINTSTA: 17+18.58 WUD 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 5' SIDEWALK5' SIDEWALKSTREET A (PRIVATE) CARRIAGE PARKWAYVIXEN DRIVESTORM DRAIN BSEE SHEET ST2WATER LINE A1SEE SHEET WT7WATER LINE ASEE SHEET WT3LOT 9LOT 10LOT 12STA. 10+42.33END WATERLINE LOWERINGN:125190.65E:217698.42STA. 16+03.8411.25° BEND w/ MRJN:125671.67E:217410.25STA. 17+11.5811.25° BEND w/ MRJN:125751.00E:217337.34STA. 15+71.658"x6" TEE w/ MRJ1 - 8" GV (SE)1 - 6" GV (NE)1 - FH ASSEMBLY (NE)N:125644.17E:217426.99STA. 10+00.00CONNECT TOWATER LINE A12"x8" CROSS1 - 12" BFV (SW)2 - 8" GV (NW, SE)N:125154.39E:217720.26STA. 10+20.14BEGIN WATERLINE LOWERINGN:125171.70E:217709.9632.19 LF 8" PVCN31°20'04"W107.74 LF 8" PVCN42°35'04"W130.27 LF 8" PVCN31°20'04"W20.14 LF 8" PVCN30°45'28"W22.19 LF 8" PVCN31°20'01"WSTA. 10+69.6822.50° BEND w/ MRJN:125214.02E:217684.20STA. 10+80.1322.50° BEND w/ MRJN:125224.35E:217682.59STA. 14+41.398"x8" TEE w/ MRJN:125532.91E:217494.7322.19 LF 8" PVCN31°20'01"W10.45 LF 8" PVCN08°50'04"W361.25 LF 8" PVCN31°20'04"WCONNECT TOEXISTINGWATER LINETRACT PUDA&EAEWCARRIAGE PARKWAY STORM DRAIN BSEE SHEET ST221.60 LF 8" PVCS29°40'21"ESTA. 10+00.00CONNECT TOWATER LINE A12"x8" CROSS1 - 12" BFV (SW)2 - 8" GV (NW, SE)N:125154.39E:217720.26STA. 10+21.60CONNECT TOEXISTING 8" GVN:125135.62E:217730.95WATER LINE ASEE SHEET WT3CONNECT TOEXISTINGWATER LINE4900490549104915492049254930493549404900490549104915492049254930493549409+5010+0011+00STA. 10+00.00 CONNECT TO WATER LINE A 12"x8" CROSS 1 - 12" BFV (SW) 2 - 8" GV (SE, NW) T.O.P.=4918.45 STA. 10+21.60 CONNECT TO EXISTING 8" GV T.O.P.=4918.458" PVCEXISTINGGROUNDPROPOSEDGROUNDWT9PLAN & PROFILE WATER LINE A2 & A2(E)33NORTHPROFILE SCALE:WATER LINE A2STAMATCH LINE SEE SHEET 18+00WT10 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130NOTES: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.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR( IN FEET )1 inch = ft.Feet0505050100150LINEMATCHSTA18+00PROFILE SCALE:WATER LINE A2(E)WT9WT10 49004905491049154920492549304935494049004905491049154920492549304935494018+0019+0020+0021+0022+0023+0024+0024+508" PVCSTA. 23+30.745° BENDT.O.P.=4920.82STA. 23+34.245° BENDT.O.P.=4917.39STA. 23+52.145° BENDT.O.P.=4917.39STA. 23+55.245° BENDT.O.P.=4920.48 STA. 22+80.9811.25° BENDT.O.P.=4921.34 STA. 22+06.43 11.25° BEND T.O.P.=4922.12 STA. 21+84.08 11.25° BEND T.O.P.=4922.36 STA. 21+17.91 11.25° BEND T.O.P.=4923.05 STA. 23+30.72BEGIN WATER LINE LOWERINGT.O.P.=4920.82STA. 23+55.16END WATER LINE LOWERINGT.O.P.=4920.48 STA. 20+50.00 8"x6" TEE w/ MRJ 1 - 8" GV (SE) 1 - 6" GV (NE) 1 - FH ASSEMBLY (NE) RESTRAIN ENTIRE LENGTH OF FH ASSEMBLY NE OF TEE T.O.P.=4923.66 STA. 20+77.73 11.25° BEND T.O.P.=4923.47 STA. 23+58.82CONNECT TO EXISTING8" WATER LINE8"x6" TEE w/ MRJ1 - 8" GV (N)1 - 6" GV (E)1 - FH ASSEMBLY (E)RESTRAIN ENTIRE LENGTH OFFH ASSEMBLY EAST OF TEET.O.P.=4920.48 55.3' DEF.STA. 20+20.90 T.O.P.=4923.62 STA. 20+76.16 T.O.P.=4923.48 (@ 0.3°)EXISTING GROUNDPROPOSED GROUND18" RCP STORMSTA.=23+43.11INV.=4919.1018"14 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 20+43.00 END MECH. RESTRAINT STA: 20+57.00 14 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 20+84.73 BEGIN MECH. RESTRAINT STA: 20+70.7314 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 21+10.91 END MECH. RESTRAINT STA: 21+24.9114 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 21+77.08 END MECH. RESTRAINT STA: 21+91.08 14 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 22+13.43 BEGIN MECH. RESTRAINT STA: 21+99.4388 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 22+73.98END MECH. RESTRAINTSTA: 23+62.13 H2OSSS SS SS SSSSEEEEEEWWXXXWW 9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT71' ROW44'FL-FL5' S IDEWALK 5' S IDEWALK VIXEN DR IVE STORM DRAIN FSEE SHEET ST5STA. 21+17.9111.25° BEND w/ MRJN:125996.28E:217014.19STA. 21+84.0811.25° BEND w/ MRJN:126052.02E:216978.53STA. 22+06.4311.25° BEND w/ MRJN:126072.72E:216970.12STA. 22+80.9811.25° BEND w/ MRJN:126145.93E:216956.08STA. 23+30.72BEGIN WATERLINE LOWERINGN:126195.68E:216956.39STA. 23+55.16END WATERLINE LOWERINGN:126220.12E:216956.5466.17 LF 8" PVCN32°36'32"W40.19 LF 8" PVCN43°06'32"W24.44 LF 8" PVCN00°21'25"E74.54 LF 8" PVCN10°51'32"W22.35 LF 8" PVCN22°06'32"W49.75 LF 8" PVCN00°21'25"E338.42 LF 8" PVCN53°51'32"W27.73 LF 8" PVCN53°51'32"WSTA. 20+50.008"x8" TEE w/ MRJ1 - 8" GV (SE)1 - 6" GV (NE)1 - FH ASSEMBLY (NE)N:125950.59E:217064.05STA. 20+77.7311.25° BEND w/ MRJN:125966.94E:217041.6624.44 LF 8" PVCN00°21'25"E3.66 LF 8" PVCN00°21'25"ESTA. 23+58.82CONNECT TO EXISTING WATER LINE8"x6" TEE w/ MRJ1 - 8" GV (N)1 - 6" GV (E)1 - FH ASSEMBLY (E)N:126223.77E:216956.56TRACT IDE&IETRACT LDE&IEWT10PLAN & PROFILE WATER LINE A234 NORTHPROFILE SCALE:WATER LINE A2STAMATCH LINE SEE SHEET 18+00WT9 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130NOTES: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.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR( IN FEET )1 inch = ft.Feet0505050100150LINEMATCHSTA18+00WT9WT10 FESV.P.FESGASW WWX/ / / / / / / /X X WXX X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUDEEEEEEEEEEEEEEEE E EEEE WWNPNPNPNPNPNPNPNPXCCWTEXISTING 30' UTILITYEASEMENTPROSPECT ROAD15' UTILITY EASEMENT91.02 LF 12" PVCS46°06'09"ESTA. 14+59.8645.00° BEND w/ MRJN:123605.74E:217218.34REPLACE WATER SERVICE BETWEENPROPOSED 12" MAIN & METER.PLACE SERVICE IN 2" HDPEUNDER PROSPECT ROAD9' UTILITY EASEMENT 5' SIDEWALK 10' SIDEWALK10' SIDEWALKWATER LINE B1SEE SHEET WT12STORM DRAIN CSEE SHEET ST3LAKE CANAL CULVERT ASEE SHEET LC1PROPOSED 50'IRRIGATION EASEMENTEND 24'' STEEL CASING BSTA 16+45.11N: 123605.70E: 217403.59BEGIN 24'' STEEL CASING BSTA 16+09.45N: 123605.71E: 217367.93STORM DRAIN ESEE SHEET ST4LOT 7LOT 2LOT 3STA. 13+68.8445.00° BEND w/ MRJN:123668.85E:217152.75STA. 15+56.2812"x8" TEE w/ MRJ1 - 12" BFV (E)1 - 8" GV (N)1 - 8"x6" REDUCER w/ MRJ (37' N)1 - TEMPORARY FH ASSEMBLY (N)N:123605.72E:217314.75STA. 15+85.671 - 12" ARVN:123605.71E:217344.14STA. 16+50.08END WATERLINE LOWERINGN:123605.70E:217408.56STA. 16+58.201 - 12" ARVN:123605.70E:217416.67STA. 10+00.00CONNECT TO EXISTING12" WATER LINE1 - 12 " BFV w/ MRJN:123670.77E:216783.9232.02 LF 12" PVCS89°52'02"E96.42 LF 12" PVCS89°59'24"E29.39 LF 12" PVCS89°59'24"E18.81 LF 12" PVCS89°59'24"E4.97 LF 12" PVCS89°59'24"E35.66 LF 12" PVCS89°59'24"E4.97 LF 12" PVCS89°59'24"E8.12 LF 12" PVCS89°59'24"ESTA. 16+04.48BEGIN WATERLINE LOWERINGN:123605.71E:217362.96REPLACE WATER SERVICE BETWEENPROPOSED 12" MAIN & METER.PLACE SERVICE IN 2" HDPEUNDER PROSPECT ROADSTA. 10+08.2912"x6" TEE w/ MRJ1 - 6" GV (N)1 - FH ASSEMBLY (N)N:123670.68E:216792.21STA. 13+36.81CONNECT TO WATER LINE A12"x12" TEE w/MJR2 - 12" BFV (N. E)N:123668.92E:217120.72STA. 11+29.06CONNECT TO WATER LINE B112"x12" TEE w/ MRJ2 - 12" BFV (S, E)N:123669.40E:216912.978.29 LF 12" PVCS89°23'38"E120.77 LF 12" PVCS89°23'34"E207.75 LF 12" PVCS89°52'02"ESTA. 17+83.9711.25° BEND w/ MRJN:123605.68E:217542.44125.77 LF 12" PVCS89°59'24"E56.27 LF 12" PVCS78°44'24"E4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+4012" PVC12" PVC12" PVCSTA. 16+07.4 45° BEND T.O.P.=4908.03 STA. 16+47.1 45° BEND T.O.P.=4908.03 STA. 16+50.1 45° BEND T.O.P.=4911.00 STA. 16+58.2 0.7° DEFLECTION T.O.P.=4911.00 STA. 16+04.5 45° BEND T.O.P.=4911.00 STA. 11+39.00.5° DEFLECTIONT.O.P.=4905.80 STA. 15+85.7 0.7° DEFLECTION T.O.P.=4911.00 STA. 14+59.86 45.00° BEND T.O.P.=4909.54 STA. 10+00.00CONNECT TO EXISTING12" WATER LINE1 - 12" BFV (E)T.O.P.=4905.50 STA. 13+68.84 45.00° BEND T.O.P.=4908.48 STA. 15+56.28 12"x6"TEE w/ MRJ 1 - 12" BFV (E) 1 - 8" GV (N) 1 - 8"x6" REDUCER w/ MRJ (37' N) 1 - TEMPORARY FH ASSEBLY RESTRAIN ENTIRE LINE NORTH FROM TEE T.O.P.=4910.66 STA. 16+09.45 BEGIN 24" STEEL CASING T.O.P.=4908.03 STA. 16+45.11 END 24" STEEL CASING T.O.P.=4908.03 STA. 16+50.08 END WATER LINE LOWERING T.O.P.=4911.00 STA. 16+58.20 1 - 12" ARV T.O.P.=4911.00 STA. 15+85.67 1 - 12" ARV T.O.P.=4911.00 STA. 16+04.48 BEGIN WATER LINE LOWERING T.O.P.=4911.00 STA. 10+08.2912"x6" TEE w/ MRJ1 - 6" GV (N)1 - FH ASEMBLY (N)L_r=1' (N)T.O.P.=4905.52 STA. 11+29.06CONNECT TO WATER LINE B112"x12" TEE w/ MRJ2 - 12" BFVT.O.P.=4905.78 STA. 13+36.81 CONNECT TO WATER LINE A 12"x12" TEE w/ MRJ 2 - 12" BFV (N, E) T.O.P.=4908.10 STA. 17+83.97 11.25° BEND T.O.P.=4909.5718" PVC SANITARYSTA.=13+03.67INV.=4896.12EXISTING GROUNDPROPOSED GROUND35.66 LF EXISTING24" STEEL CASING15'x4' CONCRETEBOX CULVERTSTA.=16+27.28INV.=4910.3718"18 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 10+18.29BEGIN MECH. RESTRAINTSTA: 10+00.00 20 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 13+46.81 BEGIN MECH. RESTRAINT STA: 13+26.81 36 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 13+87.69 BEGIN MECH. RESTRAINT STA: 13+51.69 36 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 14+78.72 BEGIN MECH. RESTRAINT STA: 14+42.72 156 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 17+05.08 BEGIN MECH. RESTRAINT STA: 15+49.4820 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 11+39.06BEGIN MECH. RESTRAINTSTA: 11+19.06 20 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 17+93.97 BEGIN MECH. RESTRAINT STA: 17+73.97 WT11PLAN & PROFILE WATER LINE B35 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINE MATCH STA 18+25WATER LINE BSTAMATCH LINE SEE SHEET 18+25WT12 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130NOTES: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.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRWT11WT12 FESFESGASW WWX/ / / / / / / // / / / / / / / X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUDUDUDEEEEEE EEEENPNPNPNPNPPROSPECT ROADSTA. 10+00.00CONNECT TO WATER LINE B12"x12" TEE w/ MRJ1 - 12" BFV (S, E)N:123669.40E:216912.979' UTILITY EASEMENT 5' SIDEWALK10' SIDEWALKWATER LINE BSEE SHEET WT11STORM DRAIN CSEE SHEET ST3LOT 3STA. 11+45.75END 24"STEEL CASINGN:123523.65E:216912.95STA. 11+64.6212"x12" TEE w/ MRJ1 - 12" BFV (N)PROPOSED PLUG w/ MRJ (S)RESTRAIN ENTIRE LENGHT OF DEAD END (S)SEE NOTE 14N:123504.79E:216912.94134.97 LF 12" PVCS00°00'36"W18.86 LF 12" PVCS00°00'40"W107.59 LF 12" PVCS89°59'24"E12.65 LF 12" PVCS89°59'24"E8.97 LF 12" PVCS44°59'24"ESTA. 12+72.2112"x6" TEE w/ MRJ1 - 12" BFV (W)1 - 6" GV (S)1 - FH ASSEMBLY (S)N:123504.77E:217020.54STA. 12+84.8645.00° BEND w/ MRJN:123504.77E:217033.18STA. 12+93.8245.00° BEND w/ MRJN:123498.42E:217039.53STA. 13+03.57CONNECT TO EXISTING 6" GV& WATER LINE1 - 12"x6" REDUCER w/ MRJN:123498.58E:217049.27STA. 10+05.35BEGIN WATERLINE LOWERINGN:123664.05E:216912.97STA. 10+10.78BEGIN 24"STEEL CASINGN:123658.62E:216912.97FESFESHYDMH2OMWWWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EEEEWXXCOHU 15' UTILITY EASEMENTPROSPECT ROADREPLACE WATER SERVICE BETWEENPROPOSED 12" MAIN & METER.PLACE SERVICE IN 2" HDPEUNDER PROSPECT ROADSTA. 18+86.1711.25° BEND w/ MRJN:123585.72E:217642.68STA. 21+17.01CONNECT TO EXISTING12" WATER LINE1 - 12" BFVN:123585.67E:217873.5245.93 LF 12" PVCS78°44'24"E230.84 LF 12" PVCS89°59'09"ESTA. 18+40.2412"x8" TEE w/ MRJ1 - 12" BFV (E)1 - 8" GV (N)1 - 8"x6" REDUCER w/ MRJ (40' N)1 - TEMPORARY FH ASSEMBLY (N)N:123594.69E:217597.63EXISTING FIREHYDRANT48904895490049054910491549204925493048904895490049054910491549204925493018+0019+0020+0021+0022+0012" PVCSTA. 18+40.2412"x6"TEE w/ MRJ1 - 12" BFV (E)1 - 8" GV (N)1 - 8"x6" REDUCER w/ MRJ (40' N)1 - TEMPORARY FH ASSEBLYRESTRAIN ENTIRE LINE NORTH OF TEET.O.P.=4908.92STA. 18+86.1711.25° BENDT.O.P.=4908.68 STA. 21+17.01CONNECT TO EXISTING12" WATER LINE1 - 12" BFVT.O.P.=4909.5355.7' DEF.STA. 18+40.41T.O.P.=4908.92STA. 18+96.12T.O.P.=4908.71(@ 0.3°)EXISTING GROUNDPROPOSED GROUND20 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 18+96.17BEGIN MECH. RESTRAINTSTA: 18+76.17 4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0013+75STA. 11+45.8 0.1° DEFLECTION T.O.P.=4903.84 STA. 10+05.3 45° BEND T.O.P.=4905.27 STA. 10+06.8 45° BEND T.O.P.=4903.84 STA. 10+00.00 CONNECT TO WATER LINE B 12"x12" TEE w/ MRJ 2 - 12" BFV (S, E) T.O.P.=4905.27 STA. 11+64.62 12"x12" TEE w/ MRJ 1 - 12" BFV (N) PROPOSED PLUG w/ MRJ (S) RESTRAIN ENTIRE LENGTH OF DEAD END (S) SEE NOTE 14 T.O.P.=4903.87 STA. 11+45.75 END 24" STEEL CASING T.O.P.=4903.84 STA. 12+72.21 12"x6" TEE w/ MRJ 1 - 12" BFV (W) 1 - 6" GV (S) 1 - FH ASSEMBLY (S) L_r=1' (S) T.O.P.=4904.03 STA. 12+84.86 45.00° BEND T.O.P.=4904.05 STA. 12+93.82 45.00° BEND T.O.P.=4904.06 STA. 13+03.57 CONNECT TO EXISTING 6" GV & WATER LINE 1 - 12"x6" REDUCER w/ MRJ T.O.P.=4904.08 STA. 10+05.35 BEGIN WATERLINE LOWERING T.O.P.=4905.26 STA. 10+10.78 BEGIN 24" STEEL CASING T.O.P.=4903.84 12" PVCEXISTING GROUND12" PVCPROPOSED GROUND36" RCP STORMSTA.=10+16.90INV.=4906.1718"134.97 LF 24" STEEL CASING304 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 13+03.57 BEGIN MECH. RESTRAINT STA: 10+00.00 WT12PLAN & PROFILE WATER LINE B & B136 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINEMATCH STA18+25WATER LINE BKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130NOTES: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.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRWT11WT12WATER LINE B1PROFILE SCALE:STAMATCH LINE SEE SHEET 18+25WT12 4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0012" PVC12" PVC12" PVCSTA. 10+00.0 CONNECT TO EXISTING 12" WATER MAIN CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY SIGNIFICANT DISCREPANCIES T.O.P.=4904.59 STA. 15+08.5CONNECT TO EXISTING12" WATER MAINCONTRACTOR TO VERIFY LOCATIONPRIOR TO CONSTRUCTION ANDNOTIFY ENGINEER OF ANYSIGNIFICANT DISCREPANCIEST.O.P.=4908.62 STA. 14+00.00 11.25° BEND T.O.P.=4908.49 STA. 10+00.00 CONNECT TO EXISTING 12" WATER MAIN L_R=131' T.O.P.=4904.59 STA. 15+05.84CONNECT TO EXISTING12" WATER MAINT.O.P.=4908.62 STA. 12+22.13 11.25° BEND T.O.P.=4908.13 STA. 14+85.061 - 12" ARVT.O.P.=4908.59STA. 14+96.1812"x12" TEE w/ MRJ3 - 12" BFV (W, N, S)1 - 12"x6" REDUCER (N)1 - TEMPORARY FH ASSEMBLY (N)RESTRAIN ENTIRE LINENORTH OF 12"x12" TEET.O.P.=4908.60 50.0' DEF.STA. 11+97.11 T.O.P.=4907.63 STA. 12+47.07 T.O.P.=4908.31 (@ 0.6°)88.9' DEF.STA. 10+47.51 T.O.P.=4904.75 STA. 11+36.43 T.O.P.=4906.05 (@ 0.3°)PROPOSEDGROUNDEXISTINGGROUND20 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 12+32.13 BEGIN MECH. RESTRAINT STA: 12+12.13 106 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 14+96.18 BEGIN MECH. RESTRAINT STA: 13+90.00 GGGGGGGGGELECTCC T VAULT F.O. C ELECEEEEEFOFOFOFOFOCTVCTVCTVCTVCTVE E EEEEEWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /30' UTILITYEASEMENT177.87 LF 12" PVCN11°07'22"W9.65 LF 12" PVCS89°57'07"WSTA. 10+00.00CONNECT TO EXISTING12" WATER MAINN:124175.21E:216072.12STA. 15+05.84CONNECT TO EXISTING12" WATER MAINCONTRACTOR TO VERIFY LOCATIONPRIOR TO CONSTRUCTION ANDNOTIFY ENGINEER OF ANYSIGNIFICANT DISCREPANCIESN:124653.21E:215949.62LOT 4STA. 14+85.061 - 12" ARVN:124642.09E:215959.14STA. 14+96.1812"x12" TEE w/ MRJ3 - 12" BFV (W, N, S)1 - 12"x6" REDUCER w/ MRJ (N)1 - TEMPORARY FH ASSEMBLY (N)RESTRAIN ENTIRE LINENORTH OF 12"x12" TEEN:124653.21E:215959.27STA. 14+00.0011.25° BEND w/ MRJN:124557.04E:215958.00STA. 12+22.1311.25° BEND w/ MRJN:124382.51E:215992.31222.13 LF 12" PVCN21°03'26"W85.06 LF 12" PVCN00°45'56"EPROPOSED 30'UTILITY EASEMENT10' TRA IL5.00 CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548CDOT PARCELREC.NO. 20190065531PROPOSED TRAIL EASEMENT(WIDTH VARIES)WT13PLAN & PROFILE WATER LINE C37 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE CKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130NOTES: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.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRWT13NORTH GGGGGUDUDUDUDUD36" W36" W36" W36" W36" W36" W36" WNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPEEE EEEEEEWWWWWWWWWSSMH A4 (DROP MANHOLE)STA 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 @ 0.50%138.70 LF18" PVC@ 0.15%251.78 LF 18" PVC @ 0.34%119'ROW90'FL-FL94'ROW66'FL-FL84'ROW54'FL-FLSANITARY SEWER A2SEE SHEET SS4EXISTING CITY OFGREELEY 60" WATERLINEEXISTING 40' CITY OFGREELEY WATERLINEEASEMENTSTREET A (PRIVATE)CARRIAGE PARKWAYLAKE 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 CASINGSTA 16+21.51N: 124323.79E: 217102.3755.00 LF 18" PVC @ 0.15%TRACT GDE&IELOT 10LOT 11LOT 4LOT 3TRACT FDE&IELOT 5TRACT JDE&IETRACT KDE&IELOT 6159.52 LF18" PVC@ 0.15%SSMH A3STA 15+50.00N: 124252.28E: 217102.38326.66 LF 18" PVC @ 0.15%PROPOSED GROUNDWATERBARRIER (TYP.)PROPOSED GROUNDWATERBARRIER (TYP.)A3 END 24'' STEEL CASINGSTA 17+83.47N: 124485.75E: 217102.35161.97 LF 24" STEEL CASING @ 0.15%9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALKTRACT QUDA&EAE5' SIDEWALK9' UTILITY EASEMENT4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0020+50251.78 LF 18" PVC @ 0.34%138.70 LF 18" PVC @ 0.15%EXISTING GROUNDPROPOSED GROUND211.90 LF 12" PVC @ 0.50%3.0' MIN.7.44'326.66 LF 18" PVC @ 0.15%161.97 LF 24" STEEL CASING @ 0.15%159.52 LF 18" PVC @ 0.15%GROUNDWATERBARRIERSTA.=10+15.00GROUNDWATERBARRIERSTA.=12+66.79GROUNDWATERBARRIERSTA.=14+05.48GROUNDWATERBARRIERSTA.=15+65.00GROUNDWATERBARRIERSTA.=18+91.66EX SSMH ASTA 10+00.00RIM 4913.1±INV. IN 4896.47 (N)INV. OUT 4896.17 (S)SSMH A1STA 12+51.78RIM 4914.9±INV. IN 4897.42 (N)INV. OUT 4897.32 (S) SSMH A2 (DROP MANHOLE) STA 13+90.48 RIM 4916.1± INV. IN 4898.01 (N) INV. IN 4897.75 (W) INV. IN 4903.89 (E) INV. OUT 4897.63 (S) SSMH A4 (DROP MANHOLE) STA 18+76.66 RIM 4918.2± INV. IN 4903.30 (N) INV. OUT 4898.84 (S) SSMH A3 STA 15+50.00 RIM 4918.1± INV. IN 4898.35 (N) INV. OUT 4898.25 (S) A3 END 24'' STEEL CASING STA 17+83.47 INV. 4898.45 (S) A2 BEGIN 24'' STEEL CASING STA 16+21.51 INV. 4898.20 (N)8" PVC WATERSTA.=14+00.47TOP=4910.7115' x4' CONCRETEBOX CULVERTTRIC CULVERT ASTA.=16+95.93INV.=4908.1330" RCPSTA.=18+55.68INV.=4912.3815' x4' CONCRETEBOX CULVERTLAKE CANAL CULVERT BSTA.=16+50.06INV.=4910.914" PVC IRRIGATIONSTA.=16+01.91INV.=4914.734" PVC IRRIGATIONSTA.=18+27.87INV.=4914.3360" WATERCITY OF GREELEYSTA.=17+42.57TOP=4908.55SS1PLAN & PROFILE SANITARY LINE A38 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LI N E M A T C H ST A 20 + 5 0SANITARY LINE ASTAMATCH LINE SEE SHEET 20+50 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSS1SS2SS3NORTH UDUDUDUDUDUDUDNPWWSSMH A9STA 31+17.37N: 125392.51E: 217986.62SSMH A8STA 29+40.22N: 125263.99E: 217864.69SSMH A7STA 27+50.00N: 125164.01E: 217702.88SSMH A6STA 23+00.16N: 124939.81E: 217312.88177.15 LF 8" PVC @ 1.00%190.21 LF8" PVC@ 0.50%449.84 LF 12" PVC @ 0.50%211.61 LF 12" PVC @ 0.50%84'ROW54'FL-FLCARRIAGE PARKWAYCARRIAGE PARKWAYVIXEN D R I V E SANITARY SEWER A6SEE SHEET SS894'ROW64'FL-FLSSMH A5STA 20+88.55N: 124776.94E: 217177.78STORM DRAIN BSEE SHEET ST2WATER LINE ASEE SHEET WT1 - WT3WATER LINE ASEE SHEET WT1POND 3 CULVERTSSEE SHEET ST7LOT 10LOT 11TRACT MDE&IETRACT NDE&IEA3 END 24'' STEEL CASINGA4 BEGIN 12'' STEEL CASINGSTA 30+31.04N: 125329.88E: 217927.20A5 END 12'' STEEL CASINGSTA 30+93.20N: 125374.97E: 217969.9862.16 LF 12" STEEL CASING @ 1.00%PROPOSED GROUNDWATERBARRIER (TYP.)9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SID E W A L K 5' SIDE W A L K POUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLS9' UTIL I T Y E A S E M E N T 9' UTIL I T Y E A S E M E N T9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK48954900490549104915492049254930493548954900490549104915492049254930493520+5021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+00EXISTING GROUNDPROPOSED GROUND449.84 LF 12" PVC @ 0.50%190.21 LF 8" PVC @ 0.50%177.15 LF8" PVC@ 1.00%211.61 LF 12" PVC @ 0.50%180.38 LF8" PVC@ 0.50%GROUNDWATERBARRIERSTA.=21+03.06GROUNDWATERBARRIERSTA.=23+14.67GROUNDWATERBARRIERSTA.=27+64.51GROUNDWATERBARRIERSTA.=29+54.72GROUNDWATERBARRIERSTA.=31+31.8762.16 LF 12" STEEL CASING @ 1.00%SSMH A6STA 23+00.16RIM 4920.7±INV. IN 4905.82 (NE)INV. OUT 4905.62 (SW) SSMH A7 STA 27+50.00 RIM 4923.7± INV. IN 4908.40 (NE) INV. IN 4908.40 (NW) INV. OUT 4908.07 (SW) SSMH A8 STA 29+40.22 RIM 4925.0± INV. IN 4909.55 (NE) INV. OUT 4909.35 (SW) SSMH A9 STA 31+17.37 RIM 4926.0± INV. IN 4911.52 (NE) INV. OUT 4911.32 (SW) SSMH A5STA 20+88.55RIM 4919.4±INV. IN 4904.56 (NE)INV. OUT 4904.36 (S) A4 BEGIN 12'' STEEL CASING STA 30+31.04 INV. 4910.29 (NE) A5 END 12'' STEEL CASING STA 30+93.20 INV. 4910.91 (SW)36" RCP STORMSTA.=30+71.13INV.=4917.2636" RCP STORMSTA.=30+53.10INV.=4917.20SS2PLAN & PROFILE SANITARY LINE A39 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINEMATCHSTA32+00SANITARY LINE ASTAMATCH LINE SEE SHEET 32+00 SS3 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED 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 WATERNPLINEMATCHSTA20+50STAMATCH LINE SEE SHEET 20+50 SS1 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSS2SS1SS3 UDNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A12STA 38+08.78N: 126062.96E: 218095.74SSMH A11STA 34+81.37N: 125735.54E: 218095.13SSMH A10STA 32+97.75N: 125554.14E: 218066.69327.42 LF 8" PVC @ 0.50%183.61 LF 8" PVC @ 0.50%180.38 LF 8" PVC @ 0.50%CARRIAGE PARKWAY84'ROW54'FL-FLWATER LINE ASEE SHEET WT1 - WT3POND 3 CULVERTSLOT 13LOT 12TRACT NDE&IEA5 END 12'' STEEL CASINGSTA 30+93.20N: 125374.97E: 217969.98PROPOSED GROUNDWATERBARRIER (TYP.)9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALK49004905491049154920492549304935494032+0033+0034+0035+0036+0037+0038+0039+00EXISTING GROUNDPROPOSED GROUND183.61 LF 8" PVC @ 0.50%327.42 LF 8" PVC @ 0.50%180.38 LF 8" PVC @ 0.50%GROUNDWATERBARRIERSTA.=33+12.26GROUNDWATERBARRIERSTA.=34+95.87GROUNDWATERBARRIERSTA.=38+23.29SSMH A10STA 32+97.75RIM 4927.1±INV. IN 4912.62 (N)INV. OUT 4912.42 (SW) SSMH A11 STA 34+81.37 RIM 4928.2± INV. IN 4913.74 (N) INV. OUT 4913.54 (S) SSMH A12 STA 38+08.78 RIM 4928.3± INV. OUT 4915.38 (S)SS3PLAN & PROFILE SANITARY LINE A40 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINEMATCH STA32+00 SANITARY LINE ASheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPSTAMATCH LINE SEE SHEET 32+00 SS2 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSS1SS2SS3NORTH NPNPNPNPNPNPNPNPNPNPNPNPSSMH A2W-3STA 17+30.30N: 124294.66E: 216466.10SSMH A2W-2STA 15+82.36N: 124166.25E: 216539.57SSMH A2W-1STA 14+34.42N: 124092.77E: 216667.98434.42 LF 15" PVC @ 0.15%147.94 LF 15" PVC @ 0.15%147.94 LF 15" PVC @ 0.15%LAKE CANALSTREET A (PRIVATE)CARRIAGE PARKWAY SANITARY SEWER A (E)SEE SHEET SS7LAKE CANAL CULVERT BSEE SHEET LC3WATER LINE ASEE SHEET WT1WATER LINE A1SEE SHEET WT5WATER LINE A1 (E)SEE SHEET WT8SANITARY SEWER ASEE SHEET SS1SSMH A2 (DROP MANHOLE)STA 13+90.48N: 124092.76E: 217102.4050'FL-FL77'ROW9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT89'ROW62'FL-FL5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENTLOT 4LOT 1LOT 2LOT 3TRACT FDE&IEPROPOSED GROUNDWATERBARRIER (TYP.)TRACT QUDA&EAE84' ROW 54' FL-FL 4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0017+0018+00434.42 LF 15" PVC @ 0.15%147.94 LF 15" PVC @ 0.15%147.94 LF 15" PVC @ 0.15%GROUNDWATERBARRIERSTA.=10+15.00GROUNDWATERBARRIERSTA.=14+48.93GROUNDWATERBARRIERSTA.=15+96.87GROUNDWATERBARRIERSTA.=17+44.81EXISTING GROUNDPROPOSED GROUNDSSMH A2W-1 STA 14+34.42 RIM 4918.2± INV. IN 4898.50 (NW) INV. OUT 4898.40 (E) SSMH A2W-2STA 15+82.36RIM 4919.0±INV. IN 4898.82 (NW)INV. OUT 4898.72 (SE)SSMH A2W-3STA 17+30.30RIM 4919.8±INV. IN 4899.14 (N)INV. OUT 4899.04 (SE) SSMH A2 (DROP MANHOLE) STA 13+90.48 RIM 4916.1± INV. IN 4898.01 (N) INV. IN 4897.75 (W) INV. IN 4903.89 (E) INV. OUT 4897.63 (S)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SS4PLAN & PROFILE SANITARY LINE A2 (W)41NORTH( IN FEET )1 inch = ft.Feet0505050100150SSA4SSA5SSA6PROFILE SCALE:LINEMATCHSTA18+00SANITARY LINE A2 (W)SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130EXISTING 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 CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPSTAMATCH LINE SEE SHEET 18+00 SS5 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR 48904895490049054910491549204925493048904895490049054910491549204925493018+0019+0020+0021+0022+0023+0024+0025+003.0' MIN.6.44'175.00 LF 15" PVC @ 0.15%97.01 LF 8" PVC @ 0.50%97.01 LF 8" PVC @ 0.50%189.75 LF 24" STEEL CASING @ 0.17%376.99 LF 15" PVC @ 0.17%57.00 LF 24" STEEL CASING @ 0.17%GROUNDWATERBARRIERSTA.=19+19.81GROUNDWATERBARRIERSTA.=22+96.80GROUNDWATERBARRIERSTA.=23+93.81GROUNDWATERBARRIERSTA.=24+90.82EXISTING GROUNDPROPOSED GROUNDSSMH A2W-5 (DROP MANHOLE)STA 22+82.29 RIM 4916.6± INV. IN 4904.64 (N) INV. OUT 4900.13 (S) SSMH A2W-6STA 23+79.30RIM 4917.1±INV. IN 4905.33 (NE)INV. OUT 4905.13 (S)SSMH A2W-7STA 24+76.31RIM 4917.7±INV. IN 4906.02 (NE)INV. OUT 4905.82 (SW) SSMH A2W-4 STA 19+05.30 RIM 4920.6± INV. IN 4899.50 (N) INV. OUT 4899.40 (S) A2 (W) BEGIN 24'' STEEL CASING STA 19+61.02 INV. 4899.22 (N) A3 (W) END 24'' STEEL CASING STA 21+50.77 INV. 4899.54 (S) A4 (W) BEGIN 24'' STEEL CASING STA 21+99.22 INV. 4899.62 (N) A5 (W) END 24'' STEEL CASING STA 22+56.22 INV. 4899.71 (S)15' x4' CONCRETEBOX CULVERTTRIC CULVERT BSTA.=20+44.17INV.=4908.1815' x4' CONCRETEBOX CULVERTPOND CULVERT 2STA.=22+27.72INV.=4909.0015' x4' CONCRETEBOX CULVERTLAKE CANAL CULVERT CSTA.=19+91.65INV.=4911.284" PVC IRRIGATIONSTA.=19+35.90INV.=4916.014" PVC IRRIGATIONSTA.=21+55.97INV.=4912.9860" WATERCITY OF GREELEYSTA.=20+91.53TOP=4909.60W W W W W W W W W W UD UD UD UD UD UD UD N P N P N P N P NP NPNPNPNPNPN P N P NP NP N P N P N P N P N P N P N P N P N P NPSSMH A2W-5 (DROP MANHOLE)STA 22+82.29N: 124846.65E: 216466.08SSMH A2W-7STA 24+76.31N: 125012.10E: 216561.68SSMH A2W-6STA 23+79.30N: 124937.79E: 216499.32175.00 LF 15" PVC @ 0.15%97.01 LF 8" PVC @ 0.50%97.01 LF 8" PVC @ 0.50%EXISTING 40' CITY OFGREELEY WATERLINEEASEMENTSTREET A (PRIVATE)L A K E C A N A L TI M N A T H R E S E R V O I R I N L E T C A N A LWATER LINE A1SEE SHEET WT6A2 (W) BEGIN 24'' STEEL CASINGSTA 19+61.02N: 124525.37E: 216466.09A3 (W) END 24'' STEEL CASINGSTA 21+50.77N: 124715.12E: 216466.09189.75 LF 24" STEEL CASING @ 0.17%BOX CULVERT HSEE SHEET ST7A4 (W) BEGIN 24'' STEEL CASINGSTA 21+99.22N: 124763.57E: 216466.09A5 (W) END 24'' STEEL CASINGSTA 22+56.22N: 124820.57E: 216466.0857.00 LF 24" STEEL CASING @ 0.17%SSMH A2W-4STA 19+05.30N: 124469.66E: 216466.10376.99 LF 15" PVC @ 0.17%50'FL -FL5' SIDEWALK5' SIDEWALK77'ROWLOT 1LOT 8TRACT HDE&IETRACT FDE&IELOT 10EXISTING CITY OFGREELEY 60" WATERLINELAKE CANAL CULVERT CSEE SHEET LC3TRIC CULVERT BSEE SHEET TRIC1PROPOSED GROUNDWATERBARRIER (TYP.)SS5PLAN & PROFILE SANITARY LINE A2 (W)42NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINE MATCH STA 18+00SANITARY LINE A2 (W)STAMATCH LINE SEE SHEET 18+00 SS4 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPSSA6SSA5SSA4LINEMATCH STA25+00STAMATCH LINE SEE SHEET 25+00 SS6 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR 48904895490049054910491549204925493048904895490049054910491549204925493025+0026+0027+0028+0029+0030+0030+50500.00 LF 8" PVC @ 0.50%GROUNDWATERBARRIERSTA.=29+90.82EXISTING GROUNDPROPOSED GROUNDSSMH A2W-8STA 29+76.31RIM 4920.8±INV. OUT 4908.52 (SW)SSMH A2W-8STA 29+76.31N: 125261.90E: 216994.80500.00 LF 8" PVC @ 0.50%STREET A (PRIVATE)9' UTILITY EASEMENT9' UTILITY EASEMENT77' ROW50'FL-FL5' SIDEWALK5' SIDEWALKLOT 8LOT 9LOT 10WATER LINE A1SEE SHEET WT7PROPOSED GROUNDWATERBARRIER (TYP.)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SS6PLAN & PROFILE SANITARY LINE A2 (W)43NORTH( IN FEET )1 inch = ft.Feet0505050100150SSA4SSA5SSA6PROFILE SCALE:LIN E MA T C H ST A 25+ 0 0SANITARY LINE A2 (W)SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130EXISTING 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 CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPSTAMATCH LINE SEE SHEET 25+00 SS5 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR H2O12" SS12" SS12" SS12" SSWWWWWWNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A2 (DROP MANHOLE)STA 13+90.48N: 124092.76E: 217102.40SANITARY SEWER ASEE SHEET SS1LAKE CANALSTREET A (PRIVATE)CARRIAGE PARKWAY SSMH A2 (E)-1STA 13+83.06N: 124092.74E: 217485.45383.06 LF 8" PVC @ 0.50%A3 (E) END 12'' STEEL CASINGSTA 13+75.25N: 124092.74E: 217477.6557.17 LF 12" STEEL CASING @ 0.50%LAKE CANAL CULVERT ASEE SHEET LC2WATER LINE A1 (E)SEE SHEET WT8WATER LINE ASEE SHEET WT1WATER LINE A1SEE SHEET WT5LAKE CANAL CULVERT BSEE SHEET LC3TIMNATH RESERVOIR INLET CANALA2 (E) BEGIN 12'' STEEL CASINGSTA 13+18.08N: 124092.74E: 217420.489' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT89'ROW62'FL-FL5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENTLOT 3LOT 5LOT 6TRACT QUDA&EAE84'ROW54'FL-FL 383.06 LF 8" PVC @ 0.50%57.17 LF 12" STEEL CASING @ 0.50%4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0014+50GROUNDWATERBARRIERSTA.=13+97.56GROUNDWATERBARRIERSTA.=10+15.00EXISTING LAKECANALEXISTING GROUNDPROPOSED GROUNDSSMH A2 (DROP MANHOLE)STA 13+90.48RIM 4916.1±INV. IN 4898.01 (N)INV. IN 4897.75 (W)INV. IN 4903.89 (E)INV. OUT 4897.63 (S) SSMH A2 (E)-1 STA 13+83.06 RIM 4916.8± INV. OUT 4905.80 (W) A3 (E) END 12'' STEEL CASING STA 13+75.25 INV. 4905.60 (W) A2 (E) BEGIN 12'' STEEL CASING STA 13+18.08 INV. 4905.31 (E)12" PVC WATERSTA.=10+18.40INV.=4909.7015' x4' CONCRETEBOX CULVERTLAKE CANAL CULVERT ASTA.=13+46.66INV.=4910.63KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SS7PLAN & PROFILE SANITARY LINE A2 (E)44NORTH( IN FEET )1 inch = ft.Feet0505050100150SSA7PROFILE SCALE:SANITARY LINE A2 (E)SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130EXISTING 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 CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR 4900490549104915492049254930493549404900490549104915492049254930493549409+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00SSMH A7-1 STA 14+00.00 RIM 4925.6± INV. IN 4910.60 (NW) INV. OUT 4910.40 (SE)153.60 LF 8" PVC @ 0.50%SSMH A7-2 STA 15+53.60 RIM 4926.4± INV. IN 4911.57 (NW) INV. OUT 4911.37 (SE)175.77 LF 8" PVC @ 0.50%SSMH A7-3STA 17+29.37RIM 4927.4± INV. IN 4912.65 (NW) INV. OUT 4912.45 (SE)304.16 LF 8" PVC @ 0.50%SSMH A7-4STA 20+33.53RIM 4928.7±INV. OUT 4914.17 (SE)400.00 LF 8" PVC @ 0.50%SSMH A7 STA 27+50.00 RIM 4923.7± INV. IN 4908.40 (NE) INV. IN 4908.40 (NW) INV. OUT 4908.07 (SW)EXISTING GROUNDPROPOSED GROUND8" PVC WATERSTA.=14+23.67TOP=4920.3218" RCP STORMSTA.=10+14.22INV.=4917.86WUD UD U DNPSSMH A7-4STA 20+33.53N: 125945.81E: 217050.54SSMH A7-3STA 17+29.37N: 125766.28E: 217296.06SSMH A7-2STA 15+53.60N: 125636.89E: 217415.03SSMH A7-1STA 14+00.00N: 125505.69E: 217494.90304.16 LF 8" PVC @ 0.50%175.77 LF 8" PVC @ 0.50%153.60 LF 8" PVC @ 0.50%400.00 LF 8" PVC @ 0.50%STRE E T A ( P R I V A T E ) CARR I A G E P A R K W A Y CARRIAGE PARKWAYVIXEN DRIVEVIXEN DRIVESANITARY SEWER ASEE SHEET SS344'FL-FLSSMH A7STA 27+50.00N: 125164.01E: 217702.88WATER LINE A1SEE SHEET WT7WATER LINE A2SEE SHEET W9WATER LINE A1SEE SHEET WT371'ROWSTORM DRAIN BSEE SHEET ST2WATER LINE A2SEE SHEET WT109' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT9' UTILITY EASEMENT71'ROW44'FL-FLLOT 10LOT 12LOT 9TRACT MDE&IESS8PLAN & PROFILE SANITARY LINE A745 NORTH( IN FEET )1 inch = ft.Feet0505050100150SS8PROFILE SCALE:SANITARY LINE A7SheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR UDUDUDUDUDNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNP NP NP NPNPWWWWWWWWWWWWWWINLET A2STA 11+14.09N: 124553.03E: 217137.06INLET A1STA 10+59.59N: 124560.69E: 217083.10FES ASTA 10+00.00N: 124562.26E: 217023.5359.59 LF 30" RCP @ 1.95%EXISTING 40' CITY OF GREELEYWATERLINE EASEMENTPOND 2STORM DRAIN BSEE SHEET ST2WATER LINE ASEE SHEET WT1SANITARY SEWER ASEE SHEET SS1TRIC CULVERT ASEE SHEET TRIC1LAKE CANAL CULVERT BSEE SHEET LC3EXISTING CITY OFGREELEY 60" WATERLINEPOND OUTLET 2SEE SHEET ST6LAKE CANALTRIC CANALFES A3STA 11+51.88N: 124547.91E: 217174.5037.79 LF 15" RCP @ 0.50%54.50 LF 30" RCP @ 1.95%TRACT JDE&IETRACT KDE&IETRACT GDE&IELOT 10LOT 1150' CACHE LA POUDREACCESS EASEMENT84'ROW54'FL-FLCARR I A G E P A R K W A Y 9' UTILITY EASEMENT 5' SIDEWALK 9' UTILITY EASEMENT 5' SIDEWALK489549004905491049154920492549304935 4895490049054910491549204925493049359+5010+0011+0012+00FES A STA 10+00.00 RIM 4913.8± INV. IN 4910.84 (E) INLET A1 STA 10+59.59 RIM 4917.5± INV. IN 4912.00 (E) INV. OUT 4912.00 (W) INLET A2 STA 11+14.09 RIM 4917.6± INV. IN 4913.16 (E) INV. OUT 4913.06 (W) FES A3 STA 11+51.88 INV. 4913.35 (W)PROPOSED GROUNDEXISTING GROUNDPRIVATELYOWNED ANDMAINTAINEDPUBLICLYOWNED ANDMAINTAINED59.59 LF30" RCP@ 1.95%54.50 LF30" RCP@ 1.95%37.79 LF15" RCP@ 0.50%18" MIN.12" PVC WATERSTA.=11+03.74TOP=4911.0718" PVC SANITARYSTA.=10+79.03INV.=4898.80100-YEARHGL100-YEAREGLST1PLAN & PROFILE STORM DRAIN A46 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:STORM DRAIN ASheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 RC320' TYPE RF215' TYPE RF315' TYPE RG25' TYPE RG35' TYPE RH215' TYPE RH315' TYPE RI320' TYPE RNPPROPOSED NON-POTABLE WATER LINECALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRST1 49004905491049154920492549304935490049054910491549204925493049359+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+50STMH B5 (4' Ø) STA 20+06.52 RIM 4924.0± INV. IN 4918.47 (NW) INV. OUT 4918.47 (SW) STMH B4 (4' Ø) STA 17+40.02 RIM 4922.2± INV. IN 4916.49 (NE) INV. OUT 4916.49 (SW) STMH B3 (4' Ø) STA 14+73.52 RIM 4920.4± INV. IN 4914.51 (NE) INV. OUT 4914.51 (SW) STMH B2 (4' Ø)STA 12+58.45RIM 4919.2±INV. IN 4912.92 (NE)INV. OUT 4912.92 (S)STMH B1 (4' Ø)STA 10+80.43RIM 4918.2±INV. IN 4911.60 (N)INV. OUT 4911.60 (W) OUTLET B6 STA 20+79.40 INV. 4919.00 (SE) FES BSTA 10+00.00RIM 4912.8±INV. IN 4911.00 (E)8" PVC WATERSTA.=19+34.88TOP=4916.238" PVC SANITARYSTA.=19+24.83INV.=4908.4718" MIN.EXISTING GROUNDPROPOSED GROUNDPRIVATELYOWNED ANDMAINTAINEDPUBLICLY OWNED AND MAINTAINED266.50 LF 18" RCP @ 0.74%215.07 LF 18" RCP @ 0.74%178.02 LF 18" RCP @ 0.74%80.43 LF 18" RCP @ 0.74%266.50 LF 18" RCP @ 0.74%72.88 LF 18" RCP @ 0.73%100-YEAR HGL100-YEAREGLUDUDUDUDUDUDUDUDUDNPNPNPNPNPNPNPNPWWWWWWWWW54'FL-FLCARRIAGE PARKWAYEXISTING CITY OFGREELEY 60" WATERLINE40 CITY OF GREELEYWATERLINE EASEMENTVIXEN D R I V E 44'FL-FL84'ROW71'ROWPOND 3STMH B5 (4' Ø)STA 20+06.52N: 125217.53E: 217765.92STMH B4 (4' Ø)STA 17+40.02N: 125082.56E: 217536.13STMH B3 (4' Ø)STA 14+73.52N: 124947.59E: 217306.34STMH B2 (4' Ø)STA 12+58.45N: 124782.05E: 217169.03STMH B1 (4' Ø)STA 10+80.43N: 124615.70E: 217105.65OUTLET B6STA 20+79.40N: 125279.53E: 217727.61FES BSTA 10+00.00N: 124600.51E: 217026.6772.88 LF 18" RCP @ 0.73%266.50 LF 18" RCP @ 0.74%215.07 LF 18" RCP @ 0.74%178.02 LF 18" RCP @ 0.74%80.43 LF 18" RCP @ 0.74%266.50 LF 18" RCP @ 0.74%SANITARY SEWER A6SEE SHEET SS8TRIC CULVERT ASEE SHEET TRIC1LAKE CANAL CULVERT BSEE SHEET LC3POND OUTLET 2SEE SHEET ST6STORM DRAIN ASEE SHEET ST1WATER LINE ASEE SHEET WT2WATER LINE A1SEE SHEET WT5SANITARY SEWER ASEE SHEET SS2TRACT JDE&IETRACT KDE&IETRACT MDE&IELOT 10LOT 11CARRIAGE PARKWAY9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDE W A L K 5' SID E W A L K 5' SIDEWALK POUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLS9' UTIL I T Y E A S E M E N T 9' UTIL I T Y E A S E M E N T9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT5' SIDEWALK 64'FL-FL94'ROWPROFILE SCALE:STORM DRAIN BST2PLAN & PROFILE STORM DRAIN B47 NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 RC320' TYPE RF215' TYPE RF315' TYPE RG25' TYPE RG35' TYPE RH215' TYPE RH315' TYPE RI320' TYPE RNPPROPOSED NON-POTABLE WATER LINECALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRST2 48904895490049054910491549204925489048954900490549104915492049259+5010+0011+0012+0013+0014+0015+0016+0017+0017+75INLET C3 STA 17+10.30 FL. EL 4912.3± INV. OUT 4907.00 (W) FES CSTA 10+00.02INV. 4904.50 (S) STMH C2 (5' Ø FLAT-TOP) STA 13+99.96 RIM 4911.2± INV. IN 4905.88 (E) INV. OUT 4905.88 (W) STMH C1 (5' Ø)STA 10+98.65RIM 4912.8±INV. IN 4904.80 (E)INV. OUT 4904.80 (N)24" WATERSTA.=14+80.52TOP=4904.3418" PVC SANITARYSTA.=16+55.00INV.=4896.1018" MIN.EXISTING GROUNDPROPOSED GROUNDPUBLICLY OWNED AND MAINTAINED12" PVC WATERSTA.=10+57.80TOP=4902.7198.62 LF 36" RCP @ 0.30%310.34 LF 36" RCP @ 0.36%301.31 LF 36" RCP @ 0.36%18" MIN.100-YEAR HGL100-YEAREGLGGGGGGGGGGGGGUDUDUDUDUDUDUDUDUDUDNPNPNPNPNPNPNPNPNPNPNPNPNPGEE EE E E EEEEEEEEEEEEFOWWWWWWEG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /INLET C3STA 17+10.30N: 123656.18E: 217142.72FES CSTA 10+00.02N: 123748.29E: 216524.9898.62 LF 36" RCP @ 0.30% CARRIAGE PARKWAY119'ROW90'FL-FL301.31 LF 36" RCP @ 0.36%310.34 LF 36" RCP @ 0.36%POND 1WATER LINE BSEE SHEET WT11WATER LINE B_B1SEE SHEET WT12WATER LINE ASEE SHEET WT1SANITARY SEWER ASEE SHEET SS1STMH C1 (5' Ø)STA 10+98.65N: 123649.85E: 216531.12PROSPECT ROADSTMH C2 (5' Ø FLAT-TOP)STA 13+99.96N: 123651.21E: 216832.42LOT 2LOT 3LOT 6LOT 1STORM DRAIN ISEE SHEET ST89' UTILITY EASEMENT 9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK6' SIDEWALKSTORM DRAIN CST3PLAN & PROFILE STORM DRAIN C48 NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 RC320' TYPE RF215' TYPE RF315' TYPE RG25' TYPE RG35' TYPE RH215' TYPE RH315' TYPE RI320' TYPE RNPPROPOSED NON-POTABLE WATER LINEPROFILE SCALE:CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRST3 48954900490549104915492049254930489549004905491049154920492549309+5010+0011+0011+75FES DSTA 10+00.00RIM 4906.9±INV. IN 4904.50 (S)STMH D1 (4' Ø)STA 10+95.14RIM 4911.5±INV. IN 4905.31 (S)INV. OUT 4905.11 (N)FES DSTA 10+00.00RIM 4906.9±INV. IN 4904.50 (S)EXISTING GROUNDPROPOSED GROUNDPUBLICLYOWNED ANDMAINTAINED12" PVC WATERSTA.=10+61.43TOP=4902.4095.14 LF 24" RCP @ 0.64%10.00 LF24" EX. RCP@ 9.24%18" MIN.GGGGGGGUDUDUDNPNPNPFESEEEEEEEDDVAULTELEC/ / / / / / / /WWWWWWWEEPOND 1EX. INLET D2N: 123618.5±E: 216400.3±FES DSTA 10+00.00N: 123766.39E: 216398.1295.14 LF 24" RCP @ 0.64%STMH D1 (4' Ø)STA 10+95.14N: 123671.25E: 216397.94STORM DRAIN CSEE SHEET ST3POND OUTLET 1SEE SHEET ST6PROSPECT ROADLOT 1STORM DRAIN ISEE SHEET ST8WWELECEEEEEEELECELECELECELECELECFOFOFOFOFOFOFOFOEEEEEEXX GGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FES E2STA 10+68.17N: 123663.01E: 217457.5260.67 LF 21" RCP @ 0.50%PIPE CONNECTION A3-1STA 10+07.50N: 123671.20E: 217397.41LAKE CANAL CULVERT ASEE SHEET LC1WATER LINE BSEE SHEET WT12PROSPECT ROADLOT 7ADD'L ROWDEDICATEDBY THIS PLAT15' UTILITY EASEMENT49004905491049154920492549304935490049054910491549204925493049359+5010+0011+0011+50FES E2 STA 10+68.17 RIM 4914.2± INV. OUT 4912.64 (W)15' x4' CONCRETEBOX CULVERTLAKE CANAL CULVERT ASTA.=10+00.00INV.=4910.41PIPE CONNECTION A3-1 STA 10+07.50 RIM 4913.9± INV. IN 4912.34 (W) INV. IN 4912.34 (E)EXISTINGGROUNDPROPOSEDGROUNDFLAPGATEATOUTLETPRIVATELYOWNED ANDMAINTAINED60.67 LF21" RCP@ 0.50%100-YEARHGL100-YEAREGLSTORM DRAIN DST4PLAN & PROFILE STORM DRAIN D & E49 NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 RC320' TYPE RF215' TYPE RF315' TYPE RG25' TYPE RG35' TYPE RH215' TYPE RH315' TYPE RI320' TYPE RNPPROPOSED NON-POTABLE WATER LINEPROFILE SCALE:CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRPROFILE SCALE:STORM DRAIN ESTORM ESTORM D NPNPNPNPNPNPW W WH2O ELECSSSSSSSSSSSSSSS SSEEEEEEEWWWXXXEND F1STA 10+00.00N: 126208.81E: 216895.03END F4STA 11+03.00N: 126207.56E: 216998.02VIXEN DRIVEINLET F3STA 10+68.80N: 126207.98E: 216963.82INLET F2STA 10+34.21N: 126208.40E: 216929.24WATER LINE A2SEE SHEET W9FOX GROVESUBDIVISION9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK71'ROW44'FL-FL34.20 LF 18" RCP @ 0.44%34.59 LF 18" RCP @ 0.44%34.21 LF 18" RCP @ 0.44%NPNPNPNPNPNPNPFOWWWWELECDSSSSSSSSSSSSSSS SS FOFOFOG G GGEND G1STA 10+00.00N: 126198.60E: 218042.99END G4STA 11+16.14N: 126197.55E: 218149.98CARRIAGE PARKWAY INLET G3STA 10+82.42N: 126213.59E: 218121.02INLET G2STA 10+32.42N: 126213.68E: 218071.02WATER LINE ASEE SHEET WT3SANITARY SEWER ASEE SHEET SS3FOX GROVESUBDIVISION84' ROW 54' FL-FL 9' UTILITY EASEMENT 9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK 33.11 LF 15" RCP @ 0.44%50.00 LF 15" RCP @ 0.45%31.82 LF 18" RCP @ 0.45%49104915492049254930493549404945491049154920492549304935494049459+5010+0011+0011+75END G1 STA 10+00.00 INV. 4922.07 (NE) INLET G2 STA 10+32.42 FL. EL 4924.9± INV. IN 4922.22 (E) INV. OUT 4922.22 (SW) INLET G3 STA 10+82.42 FL. EL 4924.9± INV. IN 4922.44 (SE) INV. OUT 4922.44 (W) END G4 STA 11+16.14 INV. 4922.59 (NW)18" MIN.PROPOSEDGROUNDBOTTOM OFIRRIGATION DITCHPRIVATELYOWNED ANDMAINTAINEDPUBLICLYOWNED ANDMAINTAINED12" PVC WATERSTA.=10+51.77TOP=4920.5931.82 LF18" RCP@ 0.45%50.00 LF 15" RCP @ 0.45%33.11 LF 15" RCP @ 0.44%100-YEARHGL100-YEAREGL49054910491549204925493049354940490549104915492049254930493549409+5010+0011+0011+75END F1STA 10+00.00INV. 4918.83 (E)INLET F2STA 10+34.21FL. EL 4925.3±INV. IN 4918.98 (E)INV. OUT 4918.98 (W)INLET F3STA 10+68.80FL. EL 4925.2±INV. IN 4919.13 (E)INV. OUT 4919.13 (W)END F4STA 11+03.00INV. 4919.28 (W)BOTTOM OFIRRIGATION DITCHPROPOSEDGROUNDPRIVATELYOWNED ANDMAINTAINEDPUBLICLYOWNED ANDMAINTAINED18" MIN.12" PVC WATERSTA.=10+61.44TOP=4917.3934.21 LF18" RCP@ 0.44%34.59 LF 18" RCP @ 0.44%34.20 LF 18" RCP @ 0.44%100-YEARHGL100-YEAREGLST5PLAN & PROFILE STORM DRAIN F & G50 NORTH( IN FEET )1 inch = ft.Feet0505050100150STORM DRAIN FSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 RC320' TYPE RF215' TYPE RF315' TYPE RG25' TYPE RG35' TYPE RH215' TYPE RH315' TYPE RI320' TYPE RNPPROPOSED NON-POTABLE WATER LINECALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSTORM DRAIN GPROFILE SCALE:PROFILE SCALE:STORM GSTORM F GGGGGGUDUDUDUDEENPNPNPNPELECFESEEEEEEDDVAULTELECWWWWWWWEEEOUTLET P1-1STA 10+00.00N: 123769.43E: 216356.78EX. 36" RCP @ 0.42%POND 1EXISTING 36" RCPSTORM DRAINSTMH P1 (5' Ø)STA 10+99.06N: 123670.38E: 216358.1699.06 LF 36" RCP @ 0.30%STORM DRAIN ISEE SHEET ST8STORM DRAIN DSEE SHEET ST4STORM DRAIN CSEE SHEET ST3LOT 1TRACT EDE49004905491049154920492549304935490049054910491549204925493049359+5010+0011+0011+50OUTLET P2-1 STA 10+88.46 INV. 4910.90 (S) FES P2 STA 10+00.00 INV. 4910.50 (N)2.43'PRIVATELYOWNED ANDMAINTAINED88.46 LF 18" RCP @ 0.45%EXISTINGGROUNDPROPOSEDGROUNDEXISTINGTRIC CANALFLAPGATEATOUTLETEXISTING 60" CITY OFGREELEY WATERLINE100-YEAR HGL100-YEAREGLUDE E E EEEEEEEENPNPNPNPNPNPNPNPNPNP NP NP NPNPWWWWWWWOUTLET P2-1STA 10+88.46N: 124505.99E: 216997.77FES P2STA 10+00.00N: 124417.86E: 216990.0488.46 LF 18" RCP @ 0 . 4 5 %EXISTING 40' CITY OFGREELEY WATERLINEEASEMENTPOND 250' CACHE LA POUDREACCESS EASEMENTEXISTING CITY OFGREELEY 60" WATERLINESTORM DRAIN BSEE SHEET ST2TRIC CULVERT ASEE SHEET TRIC1LAKE CANAL CULVERT BSEE SHEET LC3STORM DRAIN ASEE SHEET ST1SIDE SLOPESCOUR STOP84'ROW54'FL-FL9' UTILITY EASEMENT 5' SIDEWALK 9' UTILITY EASEM E N T 5' SIDEWALKLOT 448954900490549104915492049254930489549004905491049154920492549309+5010+0011+0011+50STMH P1 (5' Ø)STA 10+99.06RIM 4911.7±INV. IN 4904.17 (N)INV. OUT 4904.07 (S)OUTLET P1-1STA 10+00.00GRATE EL 4908.3±INV. OUT 4904.47 (S)PRIVATELYOWNED ANDMAINTAINED99.06 LF 36" RCP @ 0.30%10.00 LF36" RCP@ 0.42%12" PVC WATERSTA.=10+60.05TOP=4902.301.62'EXISTINGGROUNDPROPOSEDGROUND100-YEAR HGL100-YEAR EGLST6PLAN & PROFILE STORM POND OUTLET 1 & 251 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:POND OUTLET 1SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 RC320' TYPE RF215' TYPE RF315' TYPE RG25' TYPE RG35' TYPE RH215' TYPE RH315' TYPE RI320' TYPE RNPPROPOSED NON-POTABLE WATER LINEPOND OUTLET 2PROFILE SCALE:CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRPONDOUTLET 2PONDOUTLET 1 UDUDUDUDUDUDNP NPPOND 3POND 3FES C1-A1STA 12+27.73N: 125328.78E: 218059.65FES C1-C1STA 12+27.68N: 125313.40E: 218055.22FES C1-ASTA 10+10.00N: 125389.00E: 217850.44FES C1-CSTA 10+10.00N: 125373.63E: 217846.01STORM DRAIN BSEE SHEET ST2CARRIAGE PARKWAYFES C1-BSTA 10+10.00N: 125381.31E: 217848.23FES C1-B1STA 12+27.70N: 125321.68E: 218057.60WATER LINE ASEE SHEET WT3SANITARY SEWER ASEE SHEET SS39' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK 5' SIDEWALK64'FL-FL94'ROW217.70 LF 36" RCP @ 0.70%217.70 LF 36" RCP @ 0.70%LOT 13TRACT MDE&IETRACT NDE&IEUDUDUDNPNPNPNPNPNPNPNPNPNPNPNPWWWWWWWWPOND 2POND 2WALL H4STA 11+56.71N: 124792.07E: 216395.37WALL HSTA 10+00.00N: 124767.78E: 216545.39STREET A (PRIVATE)INLET H3STA 11+10.98N: 124792.07E: 216441.10INLET H2STA 10+61.00N: 124792.07E: 216491.08WATER LINE A1SEE SHEET WT6SANITARY SEWER A2 (W)SEE SHEET SS5IRRIGATIONPUMP HOUSECULVERT BEND H1STA 10+47.48N: 124792.07E: 216504.609' UTILITY EASEMENT9' UTILITY EASEMENT50'FL -FL5' SIDEWALK5' SIDEWALK77'ROW13.52 LF 15'x4' CONCRETE BOX CULVERT @ 0.000%45.73 LF 15'x4' CONCRETE BOX CULVERT @ 0.000%49.98 LF 15'x4' CONCRETE BOX CULVERT @ 0.000%47.48 LF 15'x4' CONCRETE BOX CULVERT @ 0.000%LOT 10TRACT PUDA&EAETRACT HDE&IETRACT JDE&IE4895490049054910491549204925493049354895490049054910491549204925493049359+5010+0011+0012+0012+5018" MIN.WALL H STA 10+00.00 INV. 4909.00 (NW) INLET H3 STA 11+10.98 FL. EL 4915.7± INV. IN 4909.00 (W) INV. OUT 4909.00 (E) WALL H4 STA 11+56.71 INV. 4909.00 (E) INLET H2 STA 10+61.00 FL. EL 4915.7± INV. IN 4909.00 (W) INV. OUT 4909.00 (E)PROPOSED GROUNDEXISTING GROUNDCULVERT BEND H1 STA 10+47.48 INV. 4909.00 (W) INV. 4909.00 (SE)PUBLICLY OWNED AND MAINTAINED20" WATERSTA.=10+70.98TOP=4907.1713.52 LF 15'x4'CONCRETE BOX CULVERT @ 0.000%47.48 LF 15'x4'CONCRETE BOX CULVERT @ 0.000%49.98 LF 15'x4'CONCRETE BOX CULVERT @ 0.000%45.73 LF 15'x4'CONCRETE BOX CULVERT @ 0.000%15" PVC SANITARYSTA.=10+85.99INV.=4900.044900490549104915492049254930493549404900490549104915492049254930493549409+5010+0011+0012+0013+0018" MIN.FES C1-B1STA 12+27.70INV. 4918.02 (W)FES C1-BSTA 10+10.00INV. 4916.50 (E)PROPOSED GROUNDEXISTINGGROUNDPRIVATELY OWNED AND MAINTAINED24" WATERSTA.=11+38.94TOP=4915.558" PVC SANITARYSTA.=11+14.58INV.=4910.77217.70 LF 36" RCP @ 0.70%ST7PLAN & PROFILE POND 3 CULVERTS & BOX CULVERT H52 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:POND 3 CULVERTSSheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 RC320' TYPE RF215' TYPE RF315' TYPE RG25' TYPE RG35' TYPE RH215' TYPE RH315' TYPE RI320' 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.CallRBOX CULVERT HPROFILE SCALE:PONDCULVERT 2PONDCULVERT 1SEE PLANS BY OTHERS FOR ADDITIONAL DETAIL GGGGGGGGGGUDUDUDUDUDUDUDUDUDUDEEEEEEENPNPNPNPNPNPNPNPNPNPNPNPEEEEEEEEEEWWWWWWRAINGARDEN 1PROSPECT ROADFES ISTA 10+00.00N: 123745.62E: 216515.13106.01 LF42" RCP@ 0.35%STMH I1 (5' Ø)STA 11+06.01N: 123639.81E: 216521.72223.30 LF42" RCP@ 0.35%STMH I2 (5' Ø)STA 13+29.32N: 123639.81E: 216745.0326.00 LF36" RCP@ 0.35%INLET I3STA 13+55.31N: 123613.82E: 216745.0210' SIDEWALKRAIN GARDEN 1SEE SHEET RG1WATER LINE BSEE SHEET WT11WATER LINE B1SEE SHEET WT1230 UTILITYEASEMENTSTORM DRAIN CSEE SHEET ST3LOT 2LOT 3LOT 14890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0014+50STMH I1 (5' Ø) STA 11+06.01 RIM 4913.4± INV. IN 4904.87 (E) INV. OUT 4904.87 (N)223.30 LF 42" RCP @ 0.35%26.00 LF 36" RCP @ 0.35%STMH I2 (5' Ø) STA 13+29.32 RIM 4911.0± INV. IN 4905.64 (S) INV. OUT 4905.64 (W) INLET I3 STA 13+55.31 RIM 4910.2± INV. OUT 4905.73 (N)106.01 LF 42" RCP @ 0.35%FES ISTA 10+00.00RIM 4908.0±INV. IN 4904.50 (S)PROPOSEDGROUNDEXISTINGGROUNDPUBLICLYOWNED ANDMAINTAINED100-YEARHGL100-YEAREGLST8PLAN & PROFILE STORM DRAIN I53 NORTH( IN FEET )1 inch = ft.Feet0############STORM DRAIN ISheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 RC320' TYPE RF215' TYPE RF315' TYPE RG25' TYPE RG35' TYPE RH215' TYPE RH315' TYPE RI320' 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.CallRPROFILE SCALE:ST8 E E E E E E E E E E E NPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPWWWWWWWWWWPOND 2WALL TRIC B1STA 11+57.72N: 124653.13E: 216404.58WALL TRIC BSTA 10+00.00N: 124560.54E: 216532.26157.72 LF 15'x4' CONCRETE BOX CULVERT @ 0.006%14" STEEL CASING FOR12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS18" STEEL CASING FOR15" SANITARY MAINTO BE INSTALLED WITHLAKE CANAL IMPROVEMENTSA2 (W) BEGIN 24'' STEEL CASINGINV. IN=4899.22 (N)N:124525.37E:216466.09BEGIN 20'' STEEL CASINGINV. IN=4904.64 (N)N:124524.77E:216481.09A3 (W) END 24'' STEEL CASINGINV. OUT=4899.54 (S)N:124715.12E:216466.09END 20'' STEEL CASINGINV. OUT=4904.64 (S)N:124617.33E:216481.09LAKE CANAL CULVERT CSEE SHEET LC3EXISTING 60" GREELEYWATER MAIN50' CACHE LA POUDREACCESS EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT50'FL -FL5' SIDEWALK5' SIDEWALK77'ROWSTREET A(PRIVATE)E E E E E E E EEEENPNPNPNPNPNPNPNPNPNPNPNPNPNP NP NPNPNPWWWWWWWWWWPOND 2LAKE CANAL CULVERT BSEE SHEET LC3WATER LINE ASEE SHEET WT1SANITARY SEWER ASEE SHEET SS1A2 BEGIN 24'' STEEL CASINGINV. IN=4898.20 (N)N:124323.79E:217102.37A3 END 24'' STEEL CASINGINV. OUT=4898.45 (S)N:124485.75E:217102.3524" 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'CONCRETE BOX CULVERT @ 0.007%EXISTING 60" GREELEYWATER MAIN50' CACHE LA POUDREACCESS EASEMENTEND 24'' STEEL CASINGINV. OUT=4904.26 (S)N:124414.52E:217120.85BEGIN 24'' STEEL CASINGINV. IN=4904.26 (N)N:124333.28E:217120.8484'ROW54'FL-FL9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENTCARRIAGE PARKWAY 48954900490549104915492049254930489549004905491049154920492549309+2510+0011+0012+0012+25EXISTING GROUNDPROPOSED GROUND24" WATERSTEEL CASINGSTA.=10+58.78TOP=4906.2924" SANITARYSTEEL CASINGSTA.=10+77.33INV.=4898.32151.56 LF 15'x4'CONCRETE BOX CULVERT @ 0.007%WALL TRIC A1STA 11+51.56INV. 4908.13 (E)WALL TRIC ASTA 10+00.00INV. 4908.12 (W)18" MINPRIVATELYOWNED ANDMAINTAINED48954900490549104915492049254930489549004905491049154920492549309+2510+0011+0012+0012+25157.72 LF 15'x4' CONCRETE BOX CULVERT@ 0.006%WALL TRIC B1 STA 11+57.72 INV. 4908.18 (SE) WALL TRIC B STA 10+00.00 INV. 4908.17 (NW)EXISTING GROUNDPROPOSED GROUND24" SANITARYSTEEL CASINGSTA.=10+81.75INV.=4899.3620" WATERSTEEL CASINGSTA.=10+63.22TOP=4906.3418" MIN.PRIVATELYOWNED ANDMAINTAINEDTRIC1PLAN & PROFILE TRIC CULVERTS CANAL A & B54 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 RC320' TYPE RF215' TYPE RF315' TYPE RG25' TYPE RG35' TYPE RH215' TYPE RH315' TYPE RI320' 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 BSEE PLANS BY OTHERS FOR ADDITIONAL DETAILSEE PLANS BY OTHERS FOR ADDITIONAL DETAIL ELEC E E E E E E EEEEEEELEC ELEC ELECELEC ELEC FO FO FO FO FO FO FO FO E E E E E ECTV XXXXG G G G G XXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / E E E E E E E E WG X XC WALL ASTA 10+00.00N: 123483.24E: 217401.9443.26 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%BEND A1STA 10+43.26N: 123523.35E: 217385.74STRM MH LC A3STA.=11+97.41OFFSET=5.1 FT EASTRIM ELEV.=4916.36BEND A2STA 11+62.11N: 123642.21E: 217385.76END 24'' STEEL CASING BINV. OUT=4906.50 (W)N:123605.70E:217403.59BEGIN 24'' STEEL CASING BINV. IN=4906.50 (E)N:123605.71E:217367.93118.85 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%FES E2INV. OUT=4912.64 (W)N:123663.01E:217457.5260.67 LF 21" RCP @ 0.50%24" STEEL CASING FORFUTURE 12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTSPIPE CONNECTION A3-1STA 11+92.45N: 123671.20E: 217397.41440.74 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%30.31 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%ROW VARIES78'FL -EOAPROSPECT ROADA3STA 11+92.42N: 123672.22E: 217389.984895490049054910491549204925493049354895490049054910491549204925493049359+5010+0011+0012+0013+0014+0014+5024" WATERSTEEL CASINGSTA.=11+25.61TOP=4908.54STA.=10+47.7± EX. FIBER OPTIC LINE STA.=10+47.9± EX. CABLE LINE STA.=10+53.7± EX. GAS LINE STA.=10+92.1± EX. POWER LINE STA.=10+98.6± EX. POWER LINE STA.=10+48.8± EX. POWER LINE WALL A STA 10+00.00 INV. 4910.30 (N) BEND A1 STA 10+43.26 INV. 4910.33 (N) INV. 4910.33 (S) BEND A2 STA 11+62.11 INV. 4910.39 (N) INV. 4910.39 (S) WALL A STA 10+00.00 INV. 4910.30 (N)EXISTING GROUNDPROPOSED GROUNDPIPE CONNECTION A3-121" RCPSTA.=11+92.45INV.=4912.34PRIVATELYOWNED ANDMAINTAINED43.26 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%118.85 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%30.31 LF 15'x4' RCB @ 0.053%440.74 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%A3 STA 11+92.42 INV. 4910.41 (N) INV. 4910.41 (S) INV. 4912.34 (E) STRM MH LC A3 STA 11+97.41 RIM 4916.4±LC1PLAN & PROFILE LAKE CANAL CULVERT A55 NORTH( IN FEET )1 inch = ft.Feet03030306090PROFILE SCALE:KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallREXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENTFOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).6.SEE DETAIL SHEET D1 FOR RIP-RAP SCHEDULE.PROPOSED RIGHT OF WAYLC1LINEMATCH STA14+50 LAKE CANAL CULVERT ASTAMATCH LINE SEE SHEET 14+50LC2 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130LC2SEE PLANS BY OTHERS FOR ADDITIONAL DETAIL W WWALL A7STA 18+62.97N: 124306.23E: 217393.79BEND A4STA 16+33.16N: 124108.67E: 217451.30BEND A6STA 18+36.00N: 124300.48E: 217420.14BEND A5STA 17+86.42N: 124261.93E: 217451.33153.26 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%26.97 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%49.59 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%STRM MH LC A4STA.=16+34.13OFFSET=5.5 FT EASTRIM ELEV.=4916.47A3 (E) END 12'' STEEL CASINGINV. OUT=4905.60 (W)N:124092.74E:217477.65A2 (E) BEGIN 12'' STEEL CASINGINV. IN=4905.31 (E)N:124092.74E:217420.48BEGIN 20'' STEEL CASING (A1(E))INV. IN=4907.10 (E)N:124102.74E:217432.56END 20'' STEEL CASING (A1(E))INV. OUT=4907.10 (W)N:124102.74E:217468.3820" STEEL CASING FORFUTURE 8" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS12" STEEL CASING FORFUTURE 8" SANITARY MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS440.74 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%LAKE CANAL440.74 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%48954900490549104915492049254930493548954900490549104915492049254930493514+5015+0016+0017+0018+0019+0019+5012" SANITARYSTEEL CASINGSTA.=16+17.07INV.=4905.4620" WATERSTEEL CASINGSTA.=16+27.17TOP=4908.80BEND A4 STA 16+33.16 INV. 4910.64 (N) INV. 4910.64 (S) BEND A5STA 17+86.42 INV. 4910.72 (NW) INV. 4910.72 (S) BEND A6STA 18+36.00INV. 4910.74 (W)INV. 4910.74 (SE)WALL A7STA 18+62.97INV. 4910.76 (E)EXISTING GROUNDPROPOSED GROUNDPRIVATELYOWNED ANDMAINTAINED153.26 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%49.59 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%26.97 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%440.74 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%STRM MH LC A4 STA 16+34.13 RIM 4916.5±LC2PLAN & PROFILE LAKE CANAL CULVERT A56 NORTH( IN FEET )1 inch = ft.Feet03030306090PROFILE SCALE:KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallREXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENTFOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).6.SEE DETAIL SHEET D1 FOR RIP-RAP SCHEDULE.PROPOSED RIGHT OF WAYLC2LINE MATC H STA 14+50 STAMATCH LINE SEE SHEET 14+50LC1 LAKE CANAL CULVERT ASheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130LC1SEE PLANS BY OTHERS FOR ADDITIONAL DETAIL WWWWWWWWE E E E E E E E E E TRIC CANALWALL LC C1STA 11+42.90N: 124598.30E: 216410.41WALL LC CSTA 9+99.50N: 124511.56E: 216524.60LAKE CANALBEGIN 20'' STEEL CASINGINV. IN=4904.64 (N)N:124524.77E:216481.09END 20'' STEEL CASINGINV. OUT=4904.64 (S)N:124617.33E:216481.09A2 (W) BEGIN 24'' STEEL CASINGINV. IN=4899.22 (N)N:124525.37E:216466.09EXISTING 60" GREELEYWATER MAIN20" STEEL CASING FORFUTURE 12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS24" STEEL CASING FORFUTURE 15" SANITARY MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS9' UTILITY EASEMENT9' UTILITY EASEMENT50'FL -FL5' SIDEWALK5' SIDEWALK77'ROWSTREET A(PRIVATE)WWWWWWWWWWWE E E E E E E E GARDEN 4WALL LC B1STA 11+23.95N: 124356.14E: 217041.86WALL LC BSTA 9+99.50N: 124348.33E: 217166.06TRIC CANALLAKE CANALA2 BEGIN 24'' STEEL CASINGINV. IN=4898.20 (N)N:124323.79E:217102.37EXISTING 60" GREELEYWATER MAIN24" STEEL CASING FORFUTURE 12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS24" STEEL CASING FORFUTURE 18" SANITARY MAINTO BE INSTALLED WITHCANAL IMPROVEMENTSEND 24'' STEEL CASINGINV. OUT=4904.26 (S)N:124414.52E:217120.85BEGIN 24'' STEEL CASINGINV. IN=4904.26 (N)N:124333.28E:217120.8484'ROW 54'FL-FL9' UTILITY EASEMENT5' SIDEWALK9' UTILITY EASEMENTCARRIAGE PARKWAY5' SIDEWALK 48954900490549104915492049254930489549004905491049154920492549309+2510+0011+0012+0024" WATERSTEEL CASINGSTA.=10+44.81TOP=4906.2924" SANITARYSTEEL CASINGSTA.=10+63.32INV.=4898.25WALL LC BSTA 9+99.50INV. 4910.88 (W)WALL LC B1STA 11+23.95INV. 4910.95 (E)EXISTING GROUNDPROPOSED GROUNDPRIVATELYOWNED ANDMAINTAINED124.45 LF 15'x4'CONCRETE BOX CULVERT @ 0.052%48954900490549104915492049254930489549004905491049154920492549309+2510+0011+0012+0020" WATERSTEEL CASINGSTA.=10+54.14TOP=4906.3424" SANITARYSTEEL CASINGSTA.=10+72.97INV.=4899.27WALL LC C1 STA 11+42.90 INV. 4911.31 (SE) WALL LC C STA 9+99.50 INV. 4911.24 (NW)EXISTING GROUNDPROPOSED GROUNDPRIVATELYOWNED ANDMAINTAINED143.40 LF 15'x4'CONCRETE BOX CULVERT @ 0.051%LC3PLAN & PROFILE LAKE CANAL CULVERT B & C57 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 130SEE PLANS BY OTHERS FOR ADDITIONAL DETAILSEE PLANS BY OTHERS FOR ADDITIONAL DETAIL CTVCTVCTVCTVSSSCCCCCECABLEMMCMWWWWWWSS SSSSSSSSSSCONTROL IRR V.P.V.P.V.P.V.P.CABLEMMCSMMMTM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWCA R R I A G E P A R K W A Y KIT DEN DR.HUNTSMAN DR.VIXEN DR.WWWWWWWWW W W8" SS 8" SS 8" SS 8" W 8" W 12" SS 12" SS12" SS12" SSTSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON8" W8" W8" W8" W8" W8" W8" W8" W WWWTSALPOLYNDUCTILEIRON 8" W8" W8" W8" WTSALPOLYNDUCTILEIRONWFFW12" SS12" SS8 " W8" WFESCONT ROLIRR CONTRO L IRRV.P.FESDDDVAULTF.O.GASXXXXX X X X X VAULTF.O.TTVAULTF.O.TTVAULTF.O.utilLIDFESSSDSDSSSSSSSSSSSSSSSSSSSSSSSSSFESFESDDDDDDF.O.FOF.O.F.O.F.O.F.O.MFOMFOVAULT F.O. VAUL TF.O. XSSSSSSSSSSS X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUDUDWWWFOPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROPOSED RAINGARDEN 2PROPOSED RAINGARDEN 3PROPOSED RAINGARDEN 4PROPOSED RAINGARDEN 5POND 2POND 2POND 3POND 3POND 1POND 4PROPOSEDUNDERDRAIN (TYP.)GREGG S SCHMIDTKE4607 KITCHELL WAY,FORT COLLINSTHOMAS J SKILLMAN4608 KITCHELL WAY,FORT COLLINSLOT 7LOT 6LOT 1LOT 8LOT 13LOT 10LOT 11LOT 4LOT 12TRACT COPEN SPACETRACT BOPEN SPACETRACT DOPEN SPACETRACT AOPEN SPACETRACT GDE&IETRACT ODE&IELOT 2TRACT EDELOT 3TRACT FDE&IELOT 5TRACT HDE&IELOT 9TRACT JDE&IETRACT IDE&IETRACT KDE&IETRACT LDE&IETRACT MDE&IETRACT NDE&IEFOX GROVESUBDIVISIONPOND OUTLET 1SEE SHEET ST6POND OUTLET 2SEE SHEET ST6LAKE CANAL CULVERT BSEE SHEET LC3LAKE CANAL CULVERT CSEE SHEET LC3TRIC CULVERT ASEE SHEET TRIC1TRIC CULVERT BSEE SHEET TRIC1STORM DRAIN CSEE SHEET ST3STORM DRAIN ESEE SHEET ST4CULVERT HSEE SHEET ST7STORM DRAIN FSEE SHEET ST5STORM DRAIN GSEE SHEET ST5POND CULVERT 1SEE SHEET ST7STORM DRAIN DSEE SHEET ST4STORM DRAIN ASEE SHEET ST1STORM DRAIN BSEE SHEET ST2STORM DRAIN ISEE SHEET ST8NATURALRESOURCE(RAPTOR NEST)NATURAL BUFFER(DITCH BANK)NATURAL BUFFER(RAPTOR NEST)NATURAL BUFFER(WETLAND)100-YEARBOXELDERFLOODPLAINBOXELDERFLOODWAYEROSION BUFFER ZONEWETLAND BUFFERTRACT PUDA&EAETRACT QUDA&EAESTREET A (PRIVATE)VIXEN DRIVECARRIAGE PKWYPROSPECT ROADLAKE CANALTRIC CANALSOUTHEAST FRONTAGE ROADINTERSTATE 25 OG1OVERALL GRADING PLAN58 NORTH( IN FEET )1 inch = ft.Feet0150150150300450SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 1301.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPESPROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKEXISTING SECTION LINEKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRG1G2G3G4G5G6G7G8G9 SSSSSSSSSSSSSSSSSS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / SSSSSSSSSSSSSSSSSSSSSS SSSWELL WELL WELL WELL WELL WELL WELL WELLSOUTHEAST FRONTAGE ROADINTERSTATE 25 EXISTING 10" PVCSANITARY SEWERPROJECTBOUNDARYLOT 8TRACT IDE&IETRACT COPEN SPACETRACT BOPEN SPACETRACT DOPEN SPACETRACT AOPEN SPACELOT 9EXISTING10' UTILITYEASEMENT5' PUBLICUTILITY EASEMENT2.4%2.4%1.2% 1 . 1%PROPOSED DITCHREALIGNMENT(20.82)(18.81)(18.51)(18.56)18.0919.6320.9020.1717.7716.7219.961 6 . 2 9 19.7115.2618.6918.6618.5218.50 22.5719.3010' WIDE REGIONAL TRAIL0.3%0 . 3% 0.3 %0.3% 0.3%0.3%EXISTING 44'SANITARY EASEMENT100-YEAR BOXELDERFLOODPLAINBOXELDER FLOODWAYEROSION BUFFER ZONE1.9%10' WIDE REGIONAL TRAILWETLAND BUFFERCONCRETECHANNEL(SEE DETAIL)CONCRETECHANNEL(SEE DETAIL)18.5219.7117.5827.0025.0024.3623.0025.7026.7127.6224.7520.4222.4419.5221.6118.5422.59G1GRADING PLAN59CALL 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 G2 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 COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPESPROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKEXISTING SECTION LINESheetRUDOLPH 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 130MATCH LINE - SEE SHEET G4KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 G1G2G3G4G5G6G7G8G9 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSXX X UDUD9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UT IL ITY EASEMENTPROJECTBOUNDARY9' UTILITY EASEMENT9' UTILITY EASEMENT71' ROW44'FL-FL77' TRACTWIDTH50'FL-FLLOT 9LOT 12TRACT IDE&IETRACT LDE&IEPROPOSEDCONCRETE CULVERT5' SIDEWALK5' SIDEWALK5' SIDEWALK5' S IDEWALK5' S IDEWALKSTREET A (PR IVATE )VIXEN DRIVE0.9% 1. 2 % 1.2%1.5%2.4%1.2%1.3%8 : 1 (25.10)(24.85)2 8 . 1 2 26.81STORM DRAIN FSEE SHEET ST527.9923.360.3%0.3%0.3%100-YEAR BOXELDERFLOODPLAIN18.4218.94CONCRETECHANNEL(SEE DETAIL)CONCRETECHANNEL(SEE DETAIL)28.5928.0027.0027.5527.6226.4325.4424.5525.5022.4627.6526.4824.5821.56G2GRADING PLAN60CALL 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 G3 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 COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPESPROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKEXISTING SECTION LINESheetRUDOLPH 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 130MATCH LINE - SEE SHEET G5KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 G1G2G3G4G5G6G7G8G9MATCH LINE - SEE SHEET G1 utilLIDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSUDUDUDUDUDUDUD UDUDUD FO9' UTILITY EASEMENT 9' UTILITY EASEMENT PROJECTBOUNDARY9' UTILITY EASEMENT9' UTILITY EASEMENT 9' U T I L I T Y E A S E M E N T 84' ROW54'FL-FLLOT 13TRACT LDE&IETRACT MDE&IETRACT NDE&IEPROPOSEDCONCRETE CULVERT5' SIDEWALK 5' SIDEWALK 5' S I D E W A L K 5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAY CARRIAGE PARKWAY EXISTINGFIRE HYDRANT0.9%2.1%3.0%0.7%0.7%1.6%2.0%7:1 7:1250:14:14:1 2:1 6:16:18:1(19.80)(24.97)(25.09)23.3524.3020.4126.8723.39(22.72)STORM DRAIN GSEE SHEET ST5POND CULVERT 1SEE SHEET ST7STORM DRAIN BSEE SHEET ST2THOMAS J SKILLMAN4608 KITCHELL WAY,FORT COLLINS28.922 7 . 9 8 26.6622.7124.292 4 . 2 9 RAIN GARDEN 5SEE SHEET RG4RAIN GARDEN 4SEE SHEET RG4POND 3POND 30.3%0.3%0.3%22.0722.60CONCRETECHANNEL(SEE DETAIL)CONCRETECHANNEL(SEE DETAIL)11.0019.4814.9819.5719.5510.0010.0018.6518.4012.1918.4117.3616.4017.1918.7017.9918.7819.8418.9326.4325.4424.4923.0023.5524.5524.5526.4927.5028.4324.4726.5327.5625.4725.3323.4024.3926.3227.3724.2025.66G3GRADING PLAN61CALL 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.Feet05050501001501.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPESPROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKEXISTING SECTION LINESheetRUDOLPH 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 130MATCH LINE - SEE SHEET G6KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 G1G2G3G4G5G6G7G8G9MATCH LINE - SEE SHEET G2 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUDUDUDUDUDUDUDUDUD SOUTHEAST FRONTAGE ROADINTERSTATE 25 9' UTILITY EASEMENT 9' UTILITY EASEMENT PROJECTBOUNDARY50'FL -FL77' TRACTWIDTHLOT 1LOT 8TRACT FDE&IETRACT HDE&IETRACT JDE&IE5' SIDEWALK 5' SIDEWALK STREET A (PRIVATE)EXISTING40' WATERLINEEASEMENTTOP OF DITCH (TYP.)EXISTING10' PUBLICUTILITY EASEMENTEXISTING5' PUBLICUTILITY EASEMENTEXISTING10' UTILITYEASEMENTLAKE CANALTRIC CANAL0 . 8% 1.2%4.3%1.2 % 24.7% 12 . 0 % 1.5% 0.7% 9: 1 2:15:16: 1 6:15 8 1 : 1 (17.12)(16.39)(16.50)(11.77)20.9815.1717.4316.1016.0513.1712.6716.5516.6717.6416.1618.0516.8119.2216.36(15 . 6 1 ) (15.49)(16.04)(14 .97 ) (1 5 . 6 0 )(14.81)(14.77)(14.95)(15.00) (15 .33 )(15.51)(15 .37 ) (1 5 . 3 6 ) (1 6 . 4 3 ) (1 6 . 1 5 ) (1 6 . 2 9 )(16.66)(1 6 . 7 9 ) (16.54)(16.73)(16.66)(16.43)(16.15)(16.30)(15.79)(15.75)(15.72)(15.85)(1 5 . 9 7 )(16.16)(16.08)(1 6 . 1 5 )LAKE CANAL CULVERT CSEE SHEETLC3TRIC CULVERT BSEE SHEET TRIC1CULVERT HSEE SHEET ST716.7016.5116.5716.3816.8016.5713.7617.2315.8515.6115.8114.5314.7017.1916.9914.6714.5314.3313.7713.5718.1217.3217.4818.6016.9418.0014. 0 4 17.37RAIN GARDEN 2SEE SHEET RG2RAIN GARDEN 3SEE SHEET RG3POND 210' WIDE REGIONAL TRAIL5' WIDE LOCAL TRAIL5' WIDE LOCAL TRAIL0.3%10' WIDE REGIONAL TRAILDITCH HABITAT BUFFERPROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D6PROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6PROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6PROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D61.011.089.559.559.959.9210.027.638.951.006.017.127.109.1117.0516.5017.7117.7116.3616.4516.7816.7516.3310.8916.7818.5217.5819.5020.4213.4215.4116.2413.45G4GRADING PLAN62CALL 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 G5 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 COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPESPROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKEXISTING SECTION LINESheetRUDOLPH 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 130MATCH LINE - SEE SHEET G7KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 G1G2G3G4G5G6G7G8G9MATCH LINE - SEE SHEET G1 UDUDUDUDUDUDUDUD9' UTILITY EASEMENT9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT9' UT IL ITY EASEMENTPROJECTBOUNDARY9' UTILITY EASEMENT9' UTILITY EASEMENT77' TRACTWIDTH50'FL-FL84' ROW54'FL-FLLOT 10LOT 11TRACT FDE&IETRACT JDE&IETRACT KDE&IE5' SIDEWALK5' SIDEWALK5' S IDEWALK5' S IDEWALKSTREET A (PR IVATE )CARRIAGE PARKWAYVIXEN DRIVE5' S IDEWALK 5' S IDEWALKEXISTING40' WATER LINEEASEMENTLAKE CANALTRIC CANAL0. 7%0.7%17.2%1.3%2.0% 4:1 8 : 12:1(14.72)(15 . 1 2 ) (14 .84 )(14.81)(16.02)15.3917.7914.4320.35(14.95)(15.87)(15.37)(15.31)(15.08)(14.30)(14.28)(14.64)(14.43)(14.06)(14.54)(14.61)(14.75)(15.01)(15.00)(15.33) (7. 7 1 ) (14 . 6 4 ) (14 . 5 5 ) (14 . 3 1 ) (14 . 9 0 )STORM DRAIN BSEE SHEET ST2LAKE CANAL CULVERT BSEE SHEET LC3POND OUTLET 2SEE SHEET ST6TRIC CULVERT ASEE SHEET TRIC1STORM DRAIN ASEE SHEET ST115.4616.5916.7317.0315.6714.1115.6616.6715.1914.6620.3615.1919.4017.2321.3223.36RAIN GARDEN 3SEE SHEET RG3POND 25' WIDE LOCAL TRAILDITCH HABITAT BUFFERPROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D6PROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D51.009.0010.017.128.0416.3017.4917.0513.359.9510.9210.31(9.92)22.4220.4419.6518.5420.4522.4621.5619.5015.4417.4019.3419.4716.3614.5516.5319.46G5GRADING PLAN63CALL 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 G6 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 COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPESPROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKEXISTING SECTION LINESheetRUDOLPH 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 130MATCH LINE - SEE SHEET G8KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 G1G2G3G4G5G6G7G8G9MATCH LINE - SEE SHEET G4 MATCH LINE - SEE SHEET G2 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS GGGGGGGGGGGGGGGG G G G G G G G G G G G WWWWWWWWWWWW8" W 8" W 8" W8" W/ / / / / / / /UDUDUDUDPROJECTBOUNDARY 9' UTILITY EASEMENT9' UTILITY EASEMENT 9' U T I L I T Y E A S E M E N T TRACT MDE&IETRACT NDE&IE5' S I D E W A L K 5' SIDEWALK5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAYVIXEN DRIVEPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLS0.7% 7:1 7:1 7:1250:14:14:1 2:1 6:16:18:1 2:1(19.80)(21.73)23.3524.3020.4121.5723.5820.02 POND CULVERT 1SEE SHEET ST7STORM DRAIN BSEE SHEET ST2GREGG SSCHMIDTKE4607 KITCHELL WAY,FORT COLLINS22.7124.2922.7323.0820.5921.32RAIN GARDEN 5SEE SHEET RG4POND 3POND 394' ROW64'FL-FL11.0011.0019.4814.9819.5719.5510.0010.0018.6512.1918.4117.3616.4017.1918.7017.9918.7819.8418.93G6GRADING PLAN64CALL 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.Feet05050501001501.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPESPROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKEXISTING SECTION LINESheetRUDOLPH 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 130MATCH LINE - SEE SHEET G9KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 G1G2G3G4G5G6G7G8G9MATCH LINE - SEE SHEET G5 MATCH LINE - SEE SHEET G3 DDF ESDDDDDD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUDUDUDUDUDUDUD9' UTILITY EASEMENT 9' UTILITY EASEMENTPROJECTBOUNDARY50'FL -FL77' TRACTWIDTHLOT 2LOT 1LOT 4TRACT EDETRACT FDE&IESTREET A (PRIVATE)5' SIDEWALK5' SIDEWALK10' SIDEWALKEXISTING30' UTILITYEASEMENT30' UTILITYEASEMENTPROSPECT ROAD3.9% 1.2%4.3%3.4% 0.7%1.2%100:1 5:1 10:1 15:1 5 : 1 5: 1 (8.14)(6.56)(7.17)(10.27)10.1595.5010.1510.15 20. 3 8 20.9810.6010.1512.2611.2613.1712.6719.22(16.04)(14 .97 ) (1 5 . 6 0 )(14.81)(14.77)(14.95)(15.00) (15 .33 )(15.51)POND OUTLET 1SEE SHEET ST6STORM DRAIN DSEE SHEET ST4STORM DRAIN CSEE SHEET ST314.5314.3313.7713.5713.1112.9211.9211.6510.109.379.179.419.219.509.3011.6011.4113.8713.671 3 . 9 5 12.8416.9418.0014. 0 4RAIN GARDEN 1SEE SHEET RG1POND 110' WIDE REGIONAL TRAIL10' WIDE REGIONAL TRAIL77' TRACTWIDTH50'FL-FLSTORM DRAIN ISEE SHEET ST895.503.503.633.5499.9917.054.504.4915.0415.2412.4312.5016.4911.5513.4215.4113.4511.33G7GRADING PLAN65CALL 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 G8 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 COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPESPROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKEXISTING SECTION LINESheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 G1G2G3G4G5G6G7G8G9MATCH LINE - SEE SHEET G4 FESCONTROLIRRCONTROLIRRV.P.FESGASXX/ / / / / / / // / / / / / / // / / / / / / / X X X F F ESXX X X X XX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUD9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT84' ROW54'FL-FL89' TRACTWIDTH62'FL-FLLOT 2LOT 3LOT 5LOT 4TRACT FDE&IETRACT KDE&IESTREET A (PRIVATE)CARRIAGE PARKWAY 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALKEXISTING40' WATER LINEEASEMENT30' UTILITYEASEMENTPROSPECT ROADLAKE CANALLAKE C A N A L TRIC CANAL15' UTILITY EASEMENT1.3%1.3%1.4%1.7%2.2%1.1%1.2%4.8%1.2 % (14 . 9 5 )(14.72)(15 . 1 2 )(13.77)(9.79)(8.58)(14 .84 )(14.81)10.1510.159.1016.2017.9216.7416.0520.38 12.3112.1513.0013.8415.3917.7914.4315.9015.8412.9811.00(14.95)(15.87)(15.37)(15.31)(15.08)(14.30)(14.28)(14.64)(14.43)(14.06)(14.54)(14.61)(14.75)(15.01)(15.00)(15.33) (14 . 7 0 )(15.01)(14 . 8 7 )(13.97)(12.02)(13.41)(13.45)(13.73)(7. 7 1 ) (14 . 6 4 ) (14 . 5 5 ) (14 . 3 1 ) (14 . 9 0 )LAKE CANAL CULVERT BSEE SHEET LC3STORM DRAIN CSEE SHEET ST3POND OUTLET 2SEE SHEET ST6TRIC CULVERT ASEE SHEET TRIC1STORM DRAIN ESEE SHEET ST415.4616.5916.7317.0315.6714.1115.6615.5916.0216.6717.7018.6215.1914.6620.3615.1919.4017.2318.3617.45RAIN GARDEN 1SEE SHEET RG1LAKE CANAL CULVERT - ASEE SHEETS LC1 & LC25' WIDE LOCAL TRAILLOT 7LOT 610' SIDEWALKSTORM DRAIN ISEE SHEET ST810' SIDEWALKDITCH HABITAT BUFFERDITCH HABITAT BUFFERPROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D6PROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D616.3017.4917.05(9.92)118.5' ROW90'FL-FL12.4412.6412.1612.3516.5319.4618.3917.4318.3617.4615.6013.6711.7812.6713.6112.3613.5215.4112.2614.4812.4314.5816.25G8GRADING PLAN66CALL 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 G9 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 COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPESPROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKEXISTING SECTION LINESheetRUDOLPH 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 130MATCH LINE - SEE SHEET G5KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 G1G2G3G4G5G6G7G8G9MATCH LINE - SEE SHEET G7 FESFES / / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXSSEWWSS SS SS SS SSXV.P.V.P.V.P.V.P.SSS SS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /12" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS G G G G G G G G G G G G G G G G G G GGGGGGGGGG8" W8" W8" W8" W8" W8" W8" W8" W8" W8" WFF8" W 8 " W 8" W 8" W 8" W 8" W 8" W/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /PROJECTBOUNDARYPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROSPECT ROADCACHE LA POUDRE RESERVOIR INLET15' UTILITY EASEMENT16.70LOT 7(14.19)10' SIDEWALKDITCH HABITAT BUFFER12.6713.8115.4413.61G9GRADING PLAN67CALL 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 G8 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 COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPESPROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKEXISTING SECTION LINESheetRUDOLPH 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 130MATCH LINE - SEE SHEET G6KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 G1G2G3G4G5G6G7G8G9 WWWWWWUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDE E E E E E E E 9.109.114:14:1 4:14:1 4:1 9.109.109.10 9.1110.1010.10 10.109. 6 5 10.10 10.10 10.1010.10 10.1010.119.109' UTILITY EASEMENTLOT 2LOT 3LOT 1PROPOSED CLEANOUTMINIMUM FLAT SURFACE AREA = 10,156 SQ. FT.PROVIDED FLAT SURFACE AREA = 15,780 SQ. FT.NYLOPLAST BASINPROPOSED NYLOPLAST BASINPROPOSED 6" PERFORATED PVCPROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL D6PROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D69.109.1047:1 52:1 41:1 32:1UDUDUDUDUDUDUD UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD9.104:14:1 4:14:19.109.109.109.109.109.109.109.109.129.1010.1010.1010.1010.1010.0810.10 10.10 10. 0 9 10. 0 7 10.0710.09POND 1LOT 1PROPOSED 6" PERFORATED PVCPROPOSED CLEANOUTPROPOSED NYLOPLAST BASINPROPOSED NYLOPLAST BASINMINIMUM FLAT SURFACE AREA = 10,156 SQ. FT.PROVIDED FLAT SURFACE AREA = 15,780 SQ. FT.32:15:1 5:15:1RG1RAIN GARDEN 168 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 ABOVEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED NYLOPLAST BASINPROPOSED 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.REFER TO CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS ONBIORETENTION SAND MEDIA, DIAPHRAGM AGGREGATE, AND RESERVOIRAGGREGATE.5.SOUTH SIDE OF ALL RAIN GARDENS TO BE REINFORCED WITH EROSION CONTROLBLANKETS. REFER TO EROSION CONTROL SHEETS FOR ADDITIONAL INFORMATIONAND LIMITS OF EROSION CONTROL BLANKETS.6.RAIN GARDENS TO BE OWNED AND MAINTAINED BY METRO DISTRICT.7.FOREBAYS TO BE INSTALLED AT SOURCES OF CONCENTRATED RUNOFF. REFER TODETAIL SHEETS FOR ADDITIONAL INFORMATION.PROPOSED RIGHT OF WAYPROPOSED SPOT ELEVATIONRAIN GARDEN SIDE SLOPES2.0%(47.45)EXISTING SPOT ELEVATION33.43NATURAL HABITAT BUFFER ZONE PROPOSED SLOPESFLAT BOTTOM AREAPROPOSED 6" PERFORATED PVCUD E EFOFOCTVCTVWWWWWWWWWWWUDUDUDUDUD UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDU D U D U D EEEE15.004:14:14:1 4: 1 4: 1 4: 1 4: 14:116.0016.0016.0016.00 15.0015.0015.0015.0016.0016.0015.0315.031 6 . 0 0 16.0015.0416.0015.001 6 . 0 0 15.0016.0016.0015.0016.0015.00POND 2LOT 89' U T I L I T Y E A S E M E N T PROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6PROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D6MINIMUM FLAT SURFACE AREA = 13,441 SQ. FT.PROVIDED FLAT SURFACE AREA = 24,349 SQ. FT.SWALEPROPOSED 6" PERFORATED PVCPROPOSED NYLOPLAST BASINPROPOSED CLEANOUTPROPOSED CLEANOUT5: 1 5: 1 4:1 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25RAIN GARDEN 2RG2RAIN GARDEN 269CALL 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 NYLOPLAST BASINPROPOSED 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.REFER TO CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS ONBIORETENTION SAND MEDIA, DIAPHRAGM AGGREGATE, AND RESERVOIRAGGREGATE.5.SOUTH SIDE OF ALL RAIN GARDENS TO BE REINFORCED WITH EROSION CONTROLBLANKETS. REFER TO EROSION CONTROL SHEETS FOR ADDITIONAL INFORMATIONAND LIMITS OF EROSION CONTROL BLANKETS.6.RAIN GARDENS TO BE OWNED AND MAINTAINED BY METRO DISTRICT.7.FOREBAYS TO BE INSTALLED AT SOURCES OF CONCENTRATED RUNOFF. REFER TODETAIL SHEETS FOR ADDITIONAL INFORMATION.PROPOSED RIGHT OF WAYPROPOSED SPOT ELEVATIONRAIN GARDEN SIDE SLOPES2.0%(47.45)EXISTING SPOT ELEVATION33.43NATURAL HABITAT BUFFER ZONE PROPOSED SLOPESFLAT BOTTOM AREAPROPOSED 6" PERFORATED PVCUDRG5RG4 WWWWWWWWWUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDEEE15.001: 1 4:12: 1 3:1 4:14:14:1 4: 1 LOT 10POND 215.0016.0016.0015.0015.0015.0016.0016.0016.0015.00 16.4515.0015.0016.0018.9616.00 16.00 9' UTILITY EASEMENT 9' U T I L I T Y E A S EM E N T PROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D6PROPOSED CONCRETESIDEWALK CULVERTSEE SHEET DETAIL D6PROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL D6PROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6MINIMUM FLAT SURFACE AREA = 10,047 SQ. FT.PROVIDED FLAT SURFACE AREA = 16,617 SQ. FT.PROPOSED 6" PERFORATED PVCPROPOSED NYLOPLAST BASINPROPOSED CLEANOUTPROPOSED CLEANOUT16.005:1 4: 1 6: 1 6:1 RAIN 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 RG3RAIN GARDEN 370CALL 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 NYLOPLAST BASINPROPOSED 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.REFER TO CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS ONBIORETENTION SAND MEDIA, DIAPHRAGM AGGREGATE, AND RESERVOIRAGGREGATE.5.SOUTH SIDE OF ALL RAIN GARDENS TO BE REINFORCED WITH EROSION CONTROLBLANKETS. REFER TO EROSION CONTROL SHEETS FOR ADDITIONAL INFORMATIONAND LIMITS OF EROSION CONTROL BLANKETS.6.RAIN GARDENS TO BE OWNED AND MAINTAINED BY METRO DISTRICT.7.FOREBAYS TO BE INSTALLED AT SOURCES OF CONCENTRATED RUNOFF. REFER TODETAIL SHEETS FOR ADDITIONAL INFORMATION.PROPOSED RIGHT OF WAYPROPOSED SPOT ELEVATIONRAIN GARDEN SIDE SLOPES2.0%(47.45)EXISTING SPOT ELEVATION33.43NATURAL HABITAT BUFFER ZONE PROPOSED SLOPESFLAT BOTTOM AREAPROPOSED 6" PERFORATED PVCUD EE E UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDE22.0022.014:14:14:14:14:14: 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 = 10,587 SQ. FT.PROVIDED FLAT SURFACE AREA = 18,589 SQ. FT.PROPOSED 6" PERFORATED PVCPROPOSEDCLEANOUTPROPOSEDCLEANOUTPROPOSEDNYLOPLASTBASIN6:16:1 6:15:1UDUDUDUDUDUDUDUDUD 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25RAIN GARDEN 4RAIN GARDEN 5( IN FEET )1 inch = ft.Feet02020204060RG4RAIN GARDEN 4 AND 571CALL 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" MIN12.0000 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 NYLOPLAST BASINPROPOSED 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.REFER TO CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS ONBIORETENTION SAND MEDIA, DIAPHRAGM AGGREGATE, AND RESERVOIRAGGREGATE.5.SOUTH SIDE OF ALL RAIN GARDENS TO BE REINFORCED WITH EROSION CONTROLBLANKETS. REFER TO EROSION CONTROL SHEETS FOR ADDITIONAL INFORMATIONAND LIMITS OF EROSION CONTROL BLANKETS.6.RAIN GARDENS TO BE OWNED AND MAINTAINED BY METRO DISTRICT.7.FOREBAYS TO BE INSTALLED AT SOURCES OF CONCENTRATED RUNOFF. REFER TODETAIL SHEETS FOR ADDITIONAL INFORMATION.PROPOSED RIGHT OF WAYPROPOSED SPOT ELEVATIONRAIN GARDEN SIDE SLOPES2.0%(47.45)EXISTING SPOT ELEVATION33.43NATURAL HABITAT BUFFER ZONE PROPOSED SLOPESFLAT BOTTOM AREAPROPOSED 6" PERFORATED PVCUD F ESCONTROLIRRCONTROLIRRV.P.FESDDFESFESDDDD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /CARRIAGE PARKWAY6' SIDEWALK30' UTILITYEASEMENTPROSPECT ROADPROSPECT ROADROW VARIES6' SIDEWALKPROPOSED 30"CURB & GUTTERR25'R65'R85'STORM DRAIN CSEE SHEET ST3TIE 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 ISEE SHEET ST3PROPOSEDEDGE OFASPHALT490549104915492049254905491049154920492512+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 ROAD72 NORTHCENTERLINEPROSPECT 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 130CALL 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 SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R1R2 XXXXXTOHUFES CONTROLIRRCONTROLIRRV.P.F ESF ESXX / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /15' UTILITY EASEMENT15' UTILITY EASEMENTROW VARIESPROPOSED 50'LAKE CANAL EASEMENET6' SIDEWALKPROPOSED 30"CURB & GUTTERR25'STORM DRAIN ESEE SHEET ST4LAKE CANAL CULVERT ASEE SHEET LC178'FL -EOAPROSPECT ROAD5' CONCRETESIDEWALKCULVERTROW VARIES490549104915492049254905491049154920492520+0021+0022+0023+0024+0025+0026+0027+0028+004916.054916.82 4916.47 4915.17 4914.44 4914.69 4915.19 4915.264915.534915.794916.314916.554916.724916.844916.794916.66 4916.20 4915.86 4915.51 4914.89 4914.68 4914.53 4914.42 4914.46 4914.57 4914.82 4914.94 4915.07 -1.40%0.50%1.05%PVI STA = 27+12.11 PVI ELEV = 4915.25 210.0' VCHP ELEV = 4916.84HP STA = 22+19.96PVI STA = 22+34.96PVI ELEV = 4917.47BVCS: 21+29.96BVCE: 4916.37 EVCS: 23+39.96 EVCE: 4916.00 A.D. = 2.45K = 85.71185.0' VCLP ELEV = 4914.42LP STA = 25+21.09PVI STA = 24+77.27PVI ELEV = 4914.08BCVS: 23+84.77 BVCE: 4915.37 ECVS: 25+69.77 EVCE: 4914.54 A.D. = 1.90K = 97.3749004905491049154920492549004905491049154920492520+0021+0022+0023+0024+0025+0026+0027+0028+0015' x 4' CONCRETEBOX CULVERTSTA.=22+34.96INV.=4910.344914.624915.38 4915.03 4913.81 4913.09 4913.67 4914.48 4913.834914.094914.364914.884915.124915.294915.414915.354915.23 4914.76 4914.43 4914.08 4913.56 4913.34 4913.21 4913.21 4913.33 4913.48 4913.87 4914.07 4914.27 0.80%1.05%1.05%0.50%0.75%-1.40%-1.00%-0.50%PVI STA = 20+17.62PVI ELEV = 4913.75 PVI STA = 23+80.03 PVI ELEV = 4914.01 PVI STA = 24+44.35 PVI ELEV = 4913.36 PVI STA = 25+00.49 PVI ELEV = 4913.08 PVI STA = 25+65.03 PVI ELEV = 4913.41 PVI STA = 25+92.87 PVI ELEV = 4913.61 PVI STA = 27+12.97 PVI ELEV = 4914.58 210.0' VCHP ELEV = 4915.41HP STA = 22+20.01PVI STA = 22+35.01PVI ELEV = 4916.04BVCS: 21+30.01BVCE: 4914.93 EVCS: 23+40.01 EVCE: 4914.57A.D. = 2.45K = 85.71PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND15' x 4' CONCRETEBOX CULVERTSTA.=22+34.96INV.=4910.3415' x 4' CONCRETEBOX CULVERTSTA.=22+35.01INV.=4910.37R2PLAN & PROFILE PROSPECT ROAD73 NORTHCENTERLINEPROSPECT ROADSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINEPROSPECT ROADSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 20+00R1 LINEMATCH STA20+00 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130CALL 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 SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R1R2 CONTROL IRR/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT54'FL-FLSTREET A (PRIVATE)SEE SHEET R3CARRIAGE PARKWAY5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK6' SIDEWALKPROSPECT ROAD SEE SHEET R1 R20'R20'R65'R85'STA. = 15+38.50(CARRIAGE PARKWAY)STA. = 10+00.00(STREET A)R20'R20'STA. = 10+00.00(CARRIAGE PARKWAY)STA. = 19+52.92(PROSPECT ROAD)R25'6' SIDEWALK8' CONCRETE PAN8' CONCRETE PANPEDESTRIAN REFUGEw/ 6' SIDEWALK & PED.ACCESS RAMPSSTORM DRAIN CSEE SHEET ST384' ROW89' TRACTWIDTH62'FL-FL117' ROW90'FL-FL49004905491049154920490049054910491549209+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+754914.51 4913.66 4914.26 4914.86 4915.724916.74 4913.96 4913.51 4913.37 4913.28 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 -0.60%-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 = 4913.27LP STA = 11+12.83PVI STA = 11+12.83PVI ELEV = 4913.13BCVS: 10+67.83 BVCE: 4913.40 ECVS: 11+57.83 EVCE: 4913.40 A.D. = 1.20K = 75.000.92%1.40%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+06.51PVI ELEV = 4914.74PVI STA = 15+83.45PVI ELEV = 4915.82PVI 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 4912.09 4912.68 4913.28 4913.88 4914.684916.01 4912.23 4912.38 4912.53 4912.83 4912.98 4913.13 4913.43 4913.58 4913.73 4914.034914.234914.464915.004915.354915.714916.364916.71 PROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND36" RCPSTA.=11+01.30INV.=4906.86310.34 LF 36" RCP @ 0.36%36" RCPSTA.=11+03.59INV.=4906.63INLET C3 STA ??? RIM 4912.3± INV. OUT 4907.00 (W)R3PLAN & 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)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 130CALL 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 SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R3R4R5R6STAMATCH LINE SEE SHEET 16+75R6 49034905491049154920492549034905491049154920492516+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+0049034905491049154920492549034905491049154920492516+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+0049034905491049154920492549034905491049154920492516+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+004917.41 4918.41 4918.10 4917.58 4918.14 4918.77 4919.404920.034920.66 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 4919.084919.244919.554919.714919.874920.184920.344920.504920.814920.964921.11 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 -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+19.30 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+42.51INV.=4908.13180" STORMSTA.=17+97.23INV.=4910.90180" STORMSTA.=17+97.99INV.=4910.91180" STORMSTA.=18+43.83INV.=4908.13180" STORMSTA.=18+06.91INV.=4910.93180" STORMSTA.=18+53.32INV.=4908.1318" RCP STORMSTA.=20+67.42INV.=4911.5030" RCP STORMSTA.=20+02.92INV.=4912.5360" WATERSTA.=19+00.10TOP=4908.7760" WATERSTA.=18+90.46TOP=4908.7760" WATERSTA.=18+89.00TOP=4908.77PROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND9' UTILITY EASEMENT9' UTILITY EASEMENT9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT5' S IDEWALK 5' S IDEWALKCARRIAGE PARKWAY5' SIDEWALK5' SIDEWALKLAKE CANAL CULVERT - BSEE SHEET LC3LOT 11STORM DRAIN BSEE SHEET ST2POND OUTLET 2SEE SHEET ST6TRIC CULVERT - ASEE SHEET TRIC1STORM DRAIN GSEE SHEET ST5TRICLAKECANAL60" CITY OFGREELEY WLPROPOSED 30"VERTICAL CURBAND GUTTER (TYP.)84' ROW54'FL-FL84' ROWEXIST ING40' WATER L INEEASEMENT R4PLAN & PROFILE CARRAIGE PARKWAY75 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 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 130CALL 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 SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 STAMATCH LINE SEE SHEET 26+00R7 LINEMATCH STA26+00 R3R4R5R6 491049154920492549304910491549204925493026+0027+0028+0029+0030+0031+0032+0033+0034+00491049154920492549304910491549204925493026+0027+0028+0029+0030+0031+0032+0033+0034+00491049154920492549304910491549204925493026+0027+0028+0029+0030+0031+0032+0033+0034+004921.26 4921.41 4921.57 4921.72 4921.87 4922.02 4922.17 4922.32 4922.47 4922.62 4922.84 4923.07 4923.29 4923.46 4923.61 4923.76 4923.91 4924.05 4924.19 4924.34 4924.48 4924.624924.774924.914925.054925.204925.344925.484925.634925.774925.914926.064926.20 4922.41 4923.01 4923.76 4924.47 4925.07 4925.674926.27 4921.96 4922.11 4922.26 4922.56 4922.71 4922.86 4923.16 4923.31 4923.54 4923.99 4924.17 4924.32 4924.62 4924.77 4924.92 4925.224925.374925.524925.824925.974926.124926.424926.574926.72 4921.48 4922.08 4922.69 4923.31 4923.94 4924.724925.42 4921.03 4921.18 4921.33 4921.63 4921.78 4921.93 4922.23 4922.38 4922.53 4922.84 4923.00 4923.16 4923.46 4923.62 4923.78 4924.134924.324924.524924.924925.114925.264925.584925.734925.89 0.60%0.60%0.63%0.64%0.79%PVI STA = 25+83.23 PVI ELEV = 4920.78 PVI STA = 28+83.37 PVI ELEV = 4922.58 PVI STA = 29+68.61 PVI ELEV = 4923.12 PVI STA = 30+33.01 PVI ELEV = 4923.51 PVI STA = 31+07.22 PVI ELEV = 4923.98 PVI STA = 32+44.67PVI ELEV = 4925.07 0.90%PVI STA = 28+48.32 PVI ELEV = 4923.30 PVI STA = 29+34.46 PVI ELEV = 4924.07 36" RCP STORMSTA.=31+92.29INV.=4917.4636" RCP STORMSTA.=32+09.65INV.=4917.5036" RCP STORMSTA.=31+98.17INV.=4917.2536" RCP STORMSTA.=32+15.68INV.=4917.3036" RCP STORMSTA.=32+09.07INV.=4917.0136" RCP STORMSTA.=32+27.63INV.=4917.0818" RCP STORMSTA.=30+08.61INV.=4918.6336" RCP STORMSTA.=32+18.64INV.=4917.0536" RCPSTA.=32+07.30INV.=4917.2836" RCPSTA.=32+01.42INV.=4917.48STA.=29+91.51 INTERSECTION 0.58%0.60%PVI STA = 28+26.14 PVI ELEV = 4922.63 PVI STA = 29+07.08 PVI ELEV = 4923.36 PVI STA = 29+69.12 PVI ELEV = 4923.73 PROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK VIXEN DRIVESEE SHEET R35' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT 9' UTILITY EASEMENT STA. = 28+91.51(CARRIAGE PARKWAY)STA. = 10+00.00(VIXEN DRIVE)R20'CARRIAGE PARKWAYR20'R20'R20'UD POND CULVERT 1SEE SHEET ST7STORM DRAIN BSEE SHEET ST28' CONCRETE PAN8' CONCRETE PANPROPOSED 30"VERTICAL CURBAND GUTTER (TYP.)94' ROW64'FL-FLR5PLAN & PROFILE CARRAIGE PARKWAY76 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 130CALL 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 SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 STAMATCH LINE SEE SHEET 34+00R8 LINEMATCHSTA34+00R3R4R5R6 DS 9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAYFOSTORM DRAIN GSEE SHEET ST5PROPOSED 4'CONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPSEE SHEET D3PROPOSED 4' CONCRETESIDEWALK CULVERTSEE SHEET D4PROPOSED 4'CONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPSEE SHEET D3PROPOSED 30"VERTICAL CURBAND GUTTER (TYP.)84' ROW54'FL-FL491549204925493049354915492049254930493534+0035+0036+0037+0038+0039+0040+0041+0042+00491549204925493049354915492049254930493534+0035+0036+0037+0038+0039+0040+0041+0042+00491549204925493049354915492049254930493534+0035+0036+0037+0038+0039+0040+0041+0042+004927.47 4928.07 4928.59 4929.09 4929.11 4927.334925.90 4927.02 4927.17 4927.32 4927.62 4927.77 4927.92 4928.22 4928.34 4928.47 4928.72 4928.84 4928.97 4929.22 4929.31 4929.28 4928.794928.344927.814926.894926.494926.154925.84 -2.10%0.50%0.50%PVI STA = 41+39.49PVI ELEV = 4925.90 PVI STA = 36+25.11 PVI ELEV = 4928.22 115.0' VCHP ELEV = 4929.32HP STA = 38+56.81PVI STA = 38+92.20PVI ELEV = 4929.55BVCS: 38+34.70 BVCE: 4929.26 EVCS: 39+49.70EVCE: 4928.34 A.D. = 2.60K = 44.23167.0' VCLP ELEV = 4925.84LP STA = 41+19.45PVI STA = 40+80.22PVI ELEV = 4925.60BCVS: 39+68.22BVCE: 4927.96ECVS: 41+35.22EVCE: 4925.88 A.D. = 2.60K = 64.230.50%0.50%0.75%1.25%-2.10%-2.50%-2.00%-1.50%-1.00%-0.50%PVI STA = 36+30.78 PVI ELEV = 4927.50 PVI STA = 39+74.11PVI ELEV = 4927.24PVI STA = 40+25.88PVI ELEV = 4925.94PVI STA = 40+45.98PVI ELEV = 4925.54PVI STA = 40+65.98PVI ELEV = 4925.24PVI STA = 40+85.98PVI ELEV = 4925.04PVI STA = 41+05.98PVI ELEV = 4924.94PVI STA = 41+25.57PVI ELEV = 4925.04PVI STA = 41+35.57PVI ELEV = 4925.11PVI STA = 41+45.57PVI ELEV = 4925.24 115.0' VCHP ELEV = 4928.60HP STA = 38+62.65PVI STA = 38+98.03PVI ELEV = 4928.83BVCS: 38+40.53 BVCE: 4928.55 EVCS: 39+55.53EVCE: 4927.63 A.D. = 2.60K = 44.234926.68 4927.30 4927.84 4928.34 4928.44 4926.594924.97 4926.21 4926.36 4926.52 4926.83 4926.99 4927.15 4927.46 4927.59 4927.72 4927.97 4928.09 4928.22 4928.47 4928.58 4928.58 4928.164927.744927.214925.964925.484925.154925.04 4926.78 4927.35 4927.87 4928.37 4928.40 4926.464924.94 4926.35 4926.49 4926.63 4926.92 4927.06 4927.21 4927.49 4927.62 4927.74 4927.99 4928.12 4928.24 4928.49 4928.60 4928.57 4928.094927.644927.094925.864925.404925.104925.12 0.50%-0.50%0.50%-2.10%-2.50%-2.00%-1.50%-1.00%1.00%1.50%PVI STA = 36+25.72 PVI ELEV = 4927.50 PVI STA = 41+00.95PVI ELEV = 4924.94PVI STA = 41+12.25PVI ELEV = 4925.00PVI STA = 39+69.08PVI ELEV = 4927.24PVI STA = 40+20.85PVI ELEV = 4925.94PVI STA = 40+40.95PVI ELEV = 4925.54PVI STA = 40+60.95PVI ELEV = 4925.24PVI STA = 40+80.95PVI ELEV = 4925.04PVI STA = 41+25.38PVI ELEV = 4925.13PVI STA = 41+40.38PVI ELEV = 4925.35 115.0' VCHP ELEV = 4928.60HP STA = 38+57.69PVI STA = 38+93.11PVI ELEV = 4928.83BVCS: 38+35.61 BVCE: 4928.55 EVCS: 39+50.61EVCE: 4927.62 A.D. = 2.60K = 44.1615" RCP STORMSTA.=41+03.17INV.=4922.33PROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDR6PLAN & PROFILE CARRAIGE PARKWAY77 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 34+00R7 LI N E M A T C H S T A 34 + 0 0 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130CALL 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 SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R3R4R5R6 9' UTILITY EASEMENT9' UTILITY EASEMENT84' ROW54'FL-FL89' TRACTWIDTH62'FL-FLSTREET A (PRIVATE)CARRIAGE PARKWAYSEE SHEET R35' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALKR20'R20'8' CONCRETE PANSTA. = 10+00.00(STREET A)STA. = 15+38.50(CARRIAGE PARKWAY)PROPOSED 30" VERTICALCURB & GUTTERPROPOSED 30" VERTICALCURB & GUTTERLOT 4LOT 2TRACT QUDA&EAE49054910491549204925490549104915492049259+5010+0011+0012+0013+0014+0015+0016+0049054910491549204925490549104915492049259+5010+0011+0012+0013+0014+0015+0016+004905491049154920492549304905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+004916.79 4917.38 4917.88 4918.434918.98 4915.55 4915.89 4916.39 4917.00 4917.13 4917.25 4917.50 4917.63 4917.75 4918.01 4918.15 4918.294918.564918.704918.844919.114919.254919.39 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND4915.95 4916.57 4917.15 4917.734918.24 4915.45 4915.70 4916.20 4916.32 4916.45 4916.71 4916.85 4917.00 4917.31 4917.46 4917.614917.864917.994918.114918.374918.494918.62 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND0.62%1.94%1.00%0.50%0.56%0.62%PVI STA = 10+29.00 PVI ELEV = 4915.07 PVI STA = 10+47.00 PVI ELEV = 4915.42 PVI STA = 11+24.00 PVI ELEV = 4916.19 PVI STA = 12+10.01 PVI ELEV = 4916.62 PVI STA = 12+59.97 PVI ELEV = 4916.90 PVI STA = 13+18.73 PVI ELEV = 4917.27 PVI STA = 13+70.12PVI ELEV = 4917.58 -2.20%2.00%0.50%0.55%PVI STA = 10+00.00 PVI ELEV = 4916.10 PVI STA = 10+29.00 PVI ELEV = 4915.38 PVI STA = 13+06.00 PVI ELEV = 4917.91 50.0' VCPVI STA = 10+99.00PVI ELEV = 4916.87BVCS: 10+74 BVCE: 4916.37 EVCS: 11+24 EVCE: 4917.00 A.D. = 1.50K = 33.334916.07 4916.57 4917.15 4917.774918.38 4915.82 4915.95 4916.20 4916.32 4916.45 4916.71 4916.85 4917.00 4917.31 4917.47 4917.624917.924918.074918.234918.534918.684918.83 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND0.62%0.56%0.50%0.64%0.50%0.64%PVI STA = 10+29.00 PVI ELEV = 4915.69 PVI STA = 10+47.00 PVI ELEV = 4915.81 PVI STA = 11+24.00 PVI ELEV = 4916.19 PVI STA = 12+10.02 PVI ELEV = 4916.62 PVI STA = 12+59.98 PVI ELEV = 4916.90 PVI STA = 13+23.98 PVI ELEV = 4917.30 PVI STA = 13+51.75 PVI ELEV = 4917.48 R7PLAN & PROFILE STREET A (PRIVATE)78NORTHCENTERLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 16+00R8 LINEMATCH STA16+00( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130CALL 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 SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R7R8R9NOTE: STREET A TO BE PRIVATELY OWNED AND MAINTAINED UD UD UD UD W W W W W W W 9' UTILITY EASEMENT9' UTILITY EASEMENT50'FL -FL77' TRACTWIDTH5' SIDEWALK5' SIDEWALKSTREET A (PRIVATE)40' WATER LINEEASEMENTL A K E C A N A L T R I C C A N A LPROPOSED CONCRETESIDEWALK CULVERTSEE SHEET D6PROPOSEDCONCRETERUNDOWNAND FOREBAYSEE SHEET D6LAKE CANAL CULVERT - CSEE SHEETLC3TRIC CULVERT - BSEE SHEET TRIC1POND CULVERT HSEE SHEET ST7PROPOSED CONCRETESIDEWALK CULVERTSEE SHEET D6PROPOSEDCONCRETERUNDOWNAND FOREBAYSEE SHEET D6IRRIGATIONPUMP HOUSETRACT HTRACT JDE&IELOT 4PROPOSED 30" VERTICAL49044905491049154920492549044905491049154920492516+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+504920.08 4920.63 4920.64 4919.21 4917.71 4916.444916.814917.414918.01 4919.66 4919.80 4919.94 4920.21 4920.35 4920.49 4920.76 4920.86 4920.82 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 GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND4919.25 4919.75 4920.18 4919.13 4917.63 4916.164915.884916.434916.98 4918.87 4919.00 4919.12 4919.37 4919.50 4919.63 4919.88 4920.01 4920.14 4920.09 4919.85 4919.50 4918.75 4918.38 4918.00 4917.25 4916.88 4916.50 4915.914915.724915.754916.024916.164916.294916.574916.714916.844917.12 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND4919.59 4920.16 4919.45 4917.95 4916.45 4915.794916.444917.104917.73 4919.13 4919.28 4919.44 4919.74 4919.89 4920.03 4920.18 4920.06 4919.81 4919.07 4918.70 4918.32 4917.57 4917.20 4916.82 4916.12 4915.87 4915.70 4915.944916.114916.274916.604916.774916.934917.264917.434917.584917.88 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND-1.50%0.55%95.0' VCHP ELEV = 4920.86HP STA = 18+55.18PVI STA = 18+77.19PVI ELEV = 4921.05BVCS: 18+29.69 BVCE: 4920.79 EVCS: 19+24.69 EVCE: 4920.34 A.D. = 2.05K = 46.3490.0' 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 = 42.860.50%0.55%-1.50%-1.00%-0.50%0.50%PVI STA = 18+34.06 PVI ELEV = 4919.92 PVI STA = 21+93.78PVI ELEV = 4916.22PVI STA = 22+37.58PVI ELEV = 4915.78PVI STA = 22+59.64PVI ELEV = 4915.67PVI STA = 22+83.78PVI ELEV = 4915.79 95.0' VCHP ELEV = 4920.19HP STA = 18+94.57PVI STA = 19+16.58PVI ELEV = 4920.38BVCS: 18+69.08 BVCE: 4920.12 EVCS: 19+64.08 EVCE: 4919.66 A.D. = 2.05K = 46.340.55%0.66%-0.50%0.50%-1.50%-1.00%PVI STA = 17+55.54 PVI ELEV = 4919.92 PVI STA = 21+16.57 PVI ELEV = 4916.20 PVI STA = 21+57.16 PVI ELEV = 4915.79 PVI STA = 21+79.07 PVI ELEV = 4915.68 PVI STA = 22+06.57PVI ELEV = 4915.82PVI STA = 24+47.80PVI ELEV = 4917.41 95.0' VCHP ELEV = 4920.19HP STA = 18+16.05PVI STA = 18+38.06PVI ELEV = 4920.38BVCS: 17+90.56 BVCE: 4920.12 EVCS: 18+85.56 EVCE: 4919.66 A.D. = 2.05K = 46.34180" STORMSTA.=22+58.36INV.=4909.00180"STA.=20+92.94INV.=4908.18180"STA.=20+41.28INV.=4911.29180"STA.=20+35.42INV.=4908.18180"STA.=19+82.89INV.=4911.28180"STA.=19+78.16INV.=4908.17180"STA.=19+24.77INV.=4911.2660" WATERSTA.=20+25.84TOP=4909.4860" WATERSTA.=20+82.77TOP=4909.6060" WATERSTA.=21+39.96TOP=4909.730.60%0.60%0.61%180"STA.=22+18.97INV.=4909.00180"STA.=21+79.84INV.=4909.00R8PLAN & PROFILE STREET A (PRIVATE)79NORTHCENTERLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINESTREET A (PRIVATE)SCALE : 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 130CALL 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 SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 LINEMATCH STA25+50R7R8R9NOTE: STREET A TO BE PRIVATELY OWNED AND MAINTAINED 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT77' TRACTWIDTH50'FL-FL5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALKSTREET A (PRIVATE)VIXEN DRIVESEE SHEET R10STA. = 35+18.70(STREET A)STA. = 14+38.67(VIXEN DRIVE)PROPOSED 30"VERTICAL CURB & GUTTERPROPOSED 30"VERTICAL CURB & GUTTERR20'R20'LOT 8LOT 10LOT 9TRACT PUDA&EAE491049154920492549304910491549204925493025+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+50491049154920492549304910491549204925493025+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+50491049154920492549304910491549204925493025+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+504918.61 4919.21 4919.81 4920.41 4921.01 4921.61 4922.214922.814923.884925.39 4918.46 4918.76 4918.91 4919.06 4919.36 4919.51 4919.66 4919.96 4920.11 4920.26 4920.56 4920.71 4920.86 4921.16 4921.31 4921.46 4921.76 4921.91 4922.064922.364922.514922.664922.984923.224923.524924.254924.634925.00 PVI STA = 34+23.69PVI ELEV = 4924.23PVI STA = 34+98.69PVI ELEV = 4925.36PVI STA = 35+18.70PVI ELEV = 4925.80 90.0' VCPVI STA = 33+47.90PVI ELEV = 4923.10BCVS: 33+02.90BVCE: 4922.83ECVS: 33+92.90EVCE: 4923.77 A.D. = 0.90K = 100.004917.54 4918.14 4918.74 4919.34 4919.94 4920.54 4921.144921.744922.394923.77 4917.39 4917.69 4917.84 4917.99 4918.29 4918.44 4918.59 4918.89 4919.04 4919.19 4919.49 4919.64 4919.79 4920.09 4920.24 4920.39 4920.69 4920.84 4920.994921.294921.444921.594921.894922.044922.194922.654922.974923.354924.32 4918.33 4918.93 4919.53 4920.13 4920.73 4921.33 4921.934922.724924.39 4918.18 4918.48 4918.63 4918.78 4919.08 4919.23 4919.38 4919.68 4919.83 4919.98 4920.28 4920.43 4920.58 4920.88 4921.03 4921.18 4921.48 4921.63 4921.784922.084922.234922.454923.064923.434923.89 0.60%1.50%2.00%2.50%90.0' VCPVI STA = 34+13.49PVI ELEV = 4922.42BCVS: 33+68.49BVCE: 4922.15ECVS: 34+58.49EVCE: 4923.10 A.D. = 0.90K = 100.000.60%1.50%2.00%PVI STA = 33+58.37PVI ELEV = 4923.56PVI STA = 34+12.43PVI ELEV = 4924.64 90.0' VCPVI STA = 32+82.58PVI ELEV = 4922.42BCVS: 32+37.58BVCE: 4922.15ECVS: 33+27.58EVCE: 4923.10 A.D. = 0.90K = 100.00PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND2.20%0.60%1.50%1.50%R9PLAN & PROFILE STREET A (PRIVATE)80NORTHCENTERLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)LINE MATCH STA 25+50 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130CALL 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 SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 STAMATCH LINE SEE SHEET 25+50R10 R7R8R9NOTE: STREET A TO BE PRIVATELY OWNED AND MAINTAINED 49104915492049254930491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0017+0049104915492049254930491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0017+004923.73 4924.07 4924.60 4925.10 4925.60 4926.104926.65 4923.15 4923.27 4923.75 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 4923.42 4924.00 4924.50 4925.00 4925.514926.06 4922.92 4923.17 4923.62 4923.74 4923.87 4924.12 4924.25 4924.37 4924.62 4924.75 4924.88 4925.13 4925.254925.384925.644925.784925.924926.214926.354926.49 -2.30%2.00%0.50%0.50%PVI STA = 10+00.00 PVI ELEV = 4923.73 PVI STA = 10+34.79 PVI ELEV = 4922.85 PVI STA = 14+38.67 PVI ELEV = 4925.79 PVI STA = 15+06.00PVI ELEV = 4926.13 50.0' VCPVI STA = 10+88.85PVI ELEV = 4924.05BVCS: 10+63.85 BVCE: 4923.55 EVCS: 11+13.85 EVCE: 4924.17 A.D. = 1.50K = 33.330.55%0.57%0.50%1.13%1.00%PVI STA = 10+31.13 PVI ELEV = 4922.71 PVI STA = 10+48.07 PVI ELEV = 4922.91 PVI STA = 11+13.85 PVI ELEV = 4923.56 PVI STA = 15+06.00PVI ELEV = 4925.54PVI STA = 15+53.50PVI ELEV = 4925.80 49154920492549304935491549204925493049359+5010+0011+0012+0013+0014+0015+0016+0017+004923.46 4923.99 4924.49 4924.99 4925.494926.01 4923.09 4923.27 4923.62 4923.74 4923.87 4924.12 4924.24 4924.37 4924.62 4924.74 4924.87 4925.12 4925.244925.374925.624925.744925.884926.144926.284926.41 0.54%0.50%0.50%0.74%0.75%PVI STA = 10+38.46 PVI ELEV = 4923.00 PVI STA = 10+55.95 PVI ELEV = 4923.13 PVI STA = 11+13.85 PVI ELEV = 4923.56 PVI STA = 15+15.99PVI ELEV = 4925.57PVI STA = 15+53.60PVI ELEV = 4925.76 PROPOSED GRADEPROPOSED GRADEEXISTING GROUNDEXISTING GROUNDPROPOSED GRADEPROPOSED GRADEEXISTING GROUNDEXISTING GROUNDPROPOSED GRADEPROPOSED GRADESTA.=14+38.67 INTERSECTION OFVIXEN DRIVE &STREET A EXISTING GROUNDEXISTING GROUND0.55%9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' 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)LOT 9LOT 10STREET A (PRIVATE)SEE SHEET R9VIXEN DRIVECARRIAGE PARKWAYSEE SHEET R5PROPOSED 8'CONCRETE PAN77' TRACTWIDTH50'FL-FL71'ROW44'FL -FL71'ROW44'FL - FLR10PLAN & PROFILE VIXEN DRIVE81 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 130CALL 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 SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R10R11 WWWWXXXX9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT5' S IDEWALK 5' S IDEWALK PROPOSED 30" VERTICALCURB & GUTTERSTORM DRAIN FSEE SHEET ST5LOT 9LOT 12VIXEN DR IVE100-YRBOXELDERFLOODPLAIN71' ROW44'FL-FL491549204925493049354915492049254930493517+0018+0019+0020+0021+0022+0023+0024+00491549204925493049354915492049254930493517+0018+0019+0020+0021+0022+0023+0024+00491549204925493049354915492049254930493517+0018+0019+0020+0021+0022+0023+0024+004927.75 4928.30 4928.79 4928.11 4927.064926.01 4927.34 4927.47 4927.61 4927.89 4928.02 4928.16 4928.44 4928.57 4928.71 4928.76 4928.62 4928.38 4927.85 4927.594927.334926.804926.544926.284925.754925.49 -1.05%0.55%PVI STA = 23+55.99PVI ELEV = 4925.43 90.0' VCHP ELEV = 4928.79HP STA = 20+05.61PVI STA = 20+19.67PVI ELEV = 4928.96BVCS: 19+74.67 BVCE: 4928.71 EVCS: 20+64.67 EVCE: 4928.48 A.D. = 1.60K = 56.254927.19 4927.74 4928.19 4927.48 4926.514925.61 4926.78 4926.91 4927.05 4927.33 4927.46 4927.60 4927.88 4928.01 4928.14 4928.13 4927.97 4927.73 4927.24 4927.004926.754926.274926.024925.794925.424925.24 -0.74%0.55%-0.97%PVI STA = 17+21.86 PVI ELEV = 4926.76 PVI STA = 22+70.23PVI ELEV = 4925.83PVI STA = 23+68.38PVI ELEV = 4925.10 93.2' VCHP ELEV = 4928.19HP STA = 19+98.06PVI STA = 20+11.02PVI ELEV = 4928.35BVCS: 19+64.40 BVCE: 4928.09 EVCS: 20+57.64 EVCE: 4927.90 A.D. = 1.52K = 61.204927.09 4927.64 4928.17 4927.53 4926.394925.40 4926.68 4926.82 4926.96 4927.23 4927.37 4927.51 4927.78 4927.92 4928.06 4928.18 4928.06 4927.82 4927.25 4926.964926.684926.114925.824925.614925.184924.97 -1.14%0.55%-0.86%PVI STA = 17+39.16 PVI ELEV = 4926.76 PVI STA = 22+49.65PVI ELEV = 4925.83PVI STA = 23+69.66PVI ELEV = 4924.80 86.8' VCHP ELEV = 4928.19HP STA = 20+13.18PVI STA = 20+28.32PVI ELEV = 4928.35BVCS: 19+84.94 BVCE: 4928.11 EVCS: 20+71.69 EVCE: 4927.86 A.D. = 1.69K = 51.3518" RCP STORMSTA.=23+29.26INV.=4919.05PROPOSED GRADEPROPOSED GRADEPROPOSED GRADEPROPOSED GRADEEXISTING GROUNDEXISTING GROUNDPROPOSED GRADEPROPOSED GRADEEXISTING GROUNDEXISTING GROUNDEXISTING GROUNDEXISTING GROUNDR11PLAN & PROFILE VIXEN DRIVE82 NORTHCENTERLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 17+00R12 LINEMATCHSTA17+00( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130CALL 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 SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25RIGHT FLOWLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)R10R11 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TSTSTSTSTSTSTSTSTSTS TS CONTROLIRRCONTROLIRRV.P./ / / / / / / // / / / / / / // / / / / / / // / / / / / / /CARRIAGE PARKWAY10' SIDEWALKPROSPECT ROADAAAA13' TURN LANE8' BIKE LANE12' TURN LANE12' TURN LANE12' TRAVEL LANE12' TRAVEL LANEAAK12' TURN LANE12' TRAVEL LANE12' TRAVEL LANE8' BIKE LANE12' TURN LANESTA.=12+48.35OFFSET=47'BEGIN4TIE INTO EXISTINGSTA.=12+48.12OFFSET=39'BEGIN1TIE INTO EXISTINGSTA.=12+59.04OFFSET=6'BEGIN7STA.=18+60.27OFFSET=46'END4℄ STA.=19+13.92OFFSET=22'END7STA.=14+80.92OFFSET=46'END4BEGIN3STA.=12+60.30OFFSET=22'BEGIN7℄ STA.=19+92.05OFFSET=47'BEGIN4℄ STA.=19+91.92OFFSET=39'BEGIN1℄ STA.=19+91.92OFFSET=26'BEGIN4℄ STA.=19+91.92OFFSET=10'BEGIN4℄ STA.=19+91.92OFFSET=2'BEGIN7℄ STA.=19+91.92OFFSET=14'BEGIN9STA.=16+80.92OFFSET=22'CONTINUE7LLSTA.=12+55.15OFFSET=47'BEND4STA.=13+05.15OFFSET=46'BEND4BSTA.=13+05.15OFFSET=38'BEND1STA.=12+55.15OFFSET=39'BEND1LSTA.=14+80.92OFFSET=38'END1BEGIN6STA.=16+80.92OFFSET=45'BEGIN4END3STA.=16+80.92OFFSET=37'BEGIN1END6STA.=19+13.92OFFSET=37'END1STA.=12+61.99OFFSET=44'BEGIN9STA.=16+81.21OFFSET=14'BEND9STA.=19+13.92OFFSET=14'END9STA.=16+80.92OFFSET=10'BEGIN4STA.=16+80.92OFFSET=2'BEGIN4℄ STA.=19+13.92OFFSET=10'END4℄ STA.=19+13.92OFFSET=2'END4LINTERIM TRAFFICSIGNAL AND CONDUIT(TYP.,SOUTH SIDEOF PROSPECT)TRAFFIC SIGNAL (TYP.)TRAFFIC SIGNAL CONDUIT (TYP.)/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXEOHU / / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /PROSPECT ROAD15' UTILITY EASEMENT15' UTILITY EASEMENTA12' TURN LANE12' TRAVEL LANE12' TRAVEL LANESTA.=23+91.92OFFSET=38'BEGIN6END1℄ STA.=25+55.59OFFSET=42'END3STA.=25+91.95OFFSET=34'BEGIN9END6STA.=23+91.92OFFSET=47'BEGIN3END4STA.=30+15.96OFFSET=22'END7TIE INTO EXISTINGSTA.=29+61.08OFFSET=34'END9TIE INTO EXISTING℄ STA.=21+91.92OFFSET=10'CONTINUE4STA.=25+91.92OFFSET=6'BEND7L8' BIKE LANE12' TURN LANE℄ STA.=21+91.92OFFSET=26'CONTINUE4ABSTA.=23+91.92OFFSET=18'END4℄ STA.=21+91.92OFFSET=14'CONTINUE9STA.=25+91.92OFFSET=6'BEND9STA.=23+91.92OFFSET=6'BEND5STA.=21+92.40OFFSET=1'BEGIN5CONTINUE7STA.=25+91.95OFFSET=22'BEGIN7END5STA.=27+61.35OFFSET=6'BEND7STA.=29+61.08OFFSET=6'END9TIE INTO EXISTINGSheetRUDOLPH 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 130SG1STRIPING PLAN PROSPECT ROAD83 NORTHLINE MATCH STA 21+25SEE MIDDLE LEFT BOTTOM( IN FEET )1 inch = ft.Feet0############CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR/ / / / / / / /PROPOSED EDGE OF ASPHALTPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:PROPOSED LOT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEYDOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.3.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS, OR ASOTHERWISE SPECIFIED IN MUTCD.4" DIAGONAL HASH; THERMOPLASTIC106" SOLID WHITE LINE4" SOLID YELLOW LINE4" SOLID WHITE LINE(2) 4" SOLID LINES; 4" APARTDOUBLE YELLOW LINE4" BROKEN YELLOW LINE8" SOLID WHITE LINEDOUBLE YELLOW LINE4" SOLID AND 4" BROKEN; 4" APART963518247STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGBICYCLIST AND ARROW18" X 12' CROSSING LINE, SEE NOTESPREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKING18" WIDE STOP BARPREFORMED PLASTIC PAVEMENTMARKING "STOP" (22.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGSTRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKINGRIGHT TURN ARROW (15.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGLEFT TURN ARROW (15.5 S.F. EA.)RIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGTWO WAY LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENTMARKING "ONLY" (22.5 S.F. EA.)LHDCBKAEFGIJMLANE REDUCTION ARROWPREFORMED PLASTIC PAVEMENT MARKING6" SOLID WHITE LINE WITH 45 DEGREE HASHES1110'30'10'30'10'4" BROKEN WHITE1210'N"LANE ENDS"PREFORMED PLASTIC PAVEMENT MARKING3'9'3'9'3'4" WHITE DASHED LINEO18" WIDE WHITE MEDIAN STRIPINGPREFORMED PLASTIC PAVEMENT MARKINGA.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL ASTHE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMEDTHERMO-PLASTIC.C.ALL SIGNAGE SHALL BE PER LARIMER COUNTY (LCUASS) AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACETEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATIONOF STRIPING AND SYMBOLS.G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORTCOLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORETHE 2-YEAR WARRANTY PERIOD WILL BEGIN.L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUNDUTILITIES.M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TOINITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONALSIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTSSUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALLFALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEARON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL DEVICES, FOR ADDITIONAL DETAIL.P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.STRIPING LEGEND:STRIPING NOTES:3'9'3'9'3'8" WHITE DASHED LINE(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPINGPAVEMENT MARKINGSSTRAIGHT ARROW (15 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKING30'10'30'10'LEGEND:(BIKE AND BUFFER)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 TOPSG1SG1LINEMATCH STA21+25SEE MIDDLE LEFT TSTSTSTSTSTSTSTSTSTSTSTS TS V.P.10' SIDEWALKPROSPECT ROADSTA.=12+48.35OFFSET=47'BEGIN4TIE INTO EXISTINGSTA.=14+80.92OFFSET=38'BEGIN3END4STA.=12+48.12OFFSET=39'BEGIN4TIE INTO EXISTINGSTA.=16+80.92OFFSET=38'BEGIN4END3ABSTA.=16+78.92OFFSET=4'BEGIN4STA.=19+13.92OFFSET=45'END4℄ STA.=19+13.92OFFSET=8'END7STA.=12+78.92OFFSET=22'CONTUINE7BEGIN614' TURN LANE6' BIKE LANE12' TURN LANE12' TRAVEL LANE11' TRAVEL LANE11' TRAVEL LANESTA.=18+60.27OFFSET=46'END4STA.=14+80.92OFFSET=45'BEGIN3END4STA.=12+53.25OFFSET=7'BEGIN7TIE INTO EXISTINGSTA.=12+58.53OFFSET=22'BEGIN7STA.=12+24.63OFFSET=46'BEGIN4TIE INTO EXISTINGSTA.=12+24.63OFFSET=53'BEGIN4TIE INTO EXISTINGSTA.=12+24.63OFFSET=34'BEGIN12TIE INTO EXISTINGSTA.=12+49.60OFFSET=29'BEGIN12TIE INTO EXISTINGSTA.=16+80.92OFFSET=45'BEGIN4END3STA.=14+78.92OFFSET=50'BEGIN3END4STA.=14+78.92OFFSET=43'BEGIN3END4STA.=16+78.92OFFSET=45'BEGIN4END3STA.=16+78.92OFFSET=38'BEGIN4END3STA.=16+78.92OFFSET=15'BEGIN4STA.=19+13.92OFFSET=16'END7STA.=19+13.92OFFSET=38'END4STA.=19+13.92OFFSET=28'END4STA.=19+13.92OFFSET=38'END4℄ STA.=19+13.92OFFSET=27'END12STA.=19+13.92OFFSET=15'END412' TURN LANE12' TRAVEL LANE6' BIKE LANE12' TURN LANEA6' BIKE LANE12' TURN LANE12' TRAVEL LANE11' TRAVEL LANE11' TRAVEL LANE12' TURN LANE12' TRAVEL LANE6' BIKE LANE w/3' BUFFER14' TURN LANE℄ STA.=19+91.92OFFSET=15'BEGIN4℄ STA.=19+91.92OFFSET=38'BEGIN4℄ STA.=19+91.92OFFSET=27'BEGIN12℄ STA.=19+91.92OFFSET=3'BEGIN4STA.=19+91.92OFFSET=9'BEGIN7STA.=19+91.92OFFSET=16'BEGIN7STA.=19+91.92OFFSET=28'BEGIN12STA.=19+91.92OFFSET=45'BEGIN4℄ STA.=19+91.92OFFSET=39'BEGIN4℄ STA.=19+91.92OFFSET=41'BEGIN4℄ STA.=19+13.92OFFSET=4'END4STA.=16+78.92OFFSET=8'CONTUINE7STA.=13+47.89OFFSET=16'CONTUINE7AALTRAFFIC SIGNAL (TYP.)TRAFFIC SIGNAL CONDUIT (TYP.)XXXXXXEOHU / / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX PROSPECT ROAD15' UTILITY EASEMENT15' UTILITY EASEMENT14' TURN LANE6' BIKE LANE12' TURN LANE12' TRAVEL LANE11' TRAVEL LANE11' TRAVEL LANE12' TURN LANE12' TRAVEL LANE6' BIKE LANE w/3' BUFFER℄ STA.=21+91.95OFFSET=3'END4STA.=21+91.95OFFSET=15'BEGIN3END4STA.=23+91.92OFFSET=38'BEGIN3END4STA.=23+91.92OFFSET=45'BEGIN3END4℄ STA.=25+55.59OFFSET=42'END3℄ STA.=25+91.95OFFSET=34'END3℄ STA.=21+91.95OFFSET=9'CONTUINE7STA.=25+91.96OFFSET=15'CONTUINE7END3℄ STA.=27+94.64OFFSET=15'END7℄ STA.=27+94.64OFFSET=16'END7℄ STA.=27+94.64OFFSET=39'END4℄ STA.=27+94.64OFFSET=42'END4℄ STA.=27+94.64OFFSET=27'END12LSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130SG2STRIPING PLAN PROSPECT ROAD ULTIMATE84 NORTHLINE MATCH STA 21+25SEE BOTTOM LEFT ( IN FEET )1 inch = ft.Feet0############CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR/ / / / / / / /PROPOSED EDGE OF ASPHALTPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:PROPOSED LOT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEYDOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.3.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS, OR ASOTHERWISE SPECIFIED IN MUTCD.4" DIAGONAL HASH; THERMOPLASTIC106" SOLID WHITE LINE4" SOLID YELLOW LINE4" SOLID WHITE LINE(2) 4" SOLID LINES; 4" APARTDOUBLE YELLOW LINE4" BROKEN YELLOW LINE8" SOLID WHITE LINEDOUBLE YELLOW LINE4" SOLID AND 4" BROKEN; 4" APART963518247STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGBICYCLIST AND ARROW18" X 12' CROSSING LINE, SEE NOTESPREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKING18" WIDE STOP BARPREFORMED PLASTIC PAVEMENTMARKING "STOP" (22.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGSTRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKINGRIGHT TURN ARROW (15.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGLEFT TURN ARROW (15.5 S.F. EA.)RIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGTWO WAY LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENTMARKING "ONLY" (22.5 S.F. EA.)LHDCBKAEFGIJMLANE REDUCTION ARROWPREFORMED PLASTIC PAVEMENT MARKING6" SOLID WHITE LINE WITH 45 DEGREE HASHES1110'30'10'30'10'4" BROKEN WHITE1210'N"LANE ENDS"PREFORMED PLASTIC PAVEMENT MARKING3'9'3'9'3'4" WHITE DASHED LINEO18" WIDE WHITE MEDIAN STRIPINGPREFORMED PLASTIC PAVEMENT MARKINGA.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL ASTHE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMEDTHERMO-PLASTIC.C.ALL SIGNAGE SHALL BE PER LARIMER COUNTY (LCUASS) AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACETEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATIONOF STRIPING AND SYMBOLS.G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORTCOLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORETHE 2-YEAR WARRANTY PERIOD WILL BEGIN.L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUNDUTILITIES.M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TOINITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONALSIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTSSUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALLFALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEARON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL DEVICES, FOR ADDITIONAL DETAIL.P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.STRIPING LEGEND:STRIPING NOTES:3'9'3'9'3'8" WHITE DASHED LINE(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPINGPAVEMENT MARKINGSSTRAIGHT ARROW (15 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKING30'10'30'10'LEGEND:(BIKE AND BUFFER)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 TOPBOTTOMSG2SG2LINEMATCH STA21+25SEE TOP RIGHT FOR REFERENCE ONLY -NOT FOR CONSTRUCTION / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TS TS TS TS TS TS TSTSTSTSTSTSTSTSTSTSTSTSTSTSTS TSIRR CONTROL IRR9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTSTREET A (PRIVATE)CARRIAGE PARKWAY5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALKPROSPECT ROAD LAKE CANALTRIC CANAL ℄ STA.=10+79.25OFFSET=30'BEGIN11℄ STA.=10+79.25OFFSET=18'BEGIN6℄ STA.=10+79.26OFFSET=6'BEGIN7℄ STA.=10+79.25OFFSET=6'BEGIN4℄ STA.=10+79.25OFFSET=18'BEGIN1℄ STA.=10+79.26OFFSET=27'BEGIN1℄ STA.=10+89.48OFFSET=39'BEGIN4℄ STA.=12+53.50OFFSET=30'END11℄ STA.=11+44.50OFFSET=6'END4STA.=13+24.50OFFSET=27'BEGIN3END4℄ STA.=14+23.14OFFSET=27'END3STA.=13+24.50OFFSET=18'BEGIN6END1℄ STA.=13+00.51OFFSET=6'BEGIN4STA.=14+90.51OFFSET=6'END4STA.=14+13.50OFFSET=18'BEGIN1END6STA.=14+90.51OFFSET=18'END1℄ STA.=14+90.50OFFSET=27'END4℄ STA.=14+13.50OFFSET=27'BEGIN4℄ STA.=15+83.48OFFSET=18'BEGIN11℄ STA.=15+83.48OFFSET=6'BEGIN4℄ STA.=15+83.49OFFSET=6'BEGIN7℄ STA.=17+88.49OFFSET=18'CONTINUE1℄ STA.=18+74.05OFFSET=6'END312' TRAVEL LANE12' TRAVEL LANE12' TURN LANE12' TRAVEL LANE9' BIKE LANE12' TURN LANE12' TURN LANE9' BIKE LANE12' TURN LANE12' TRAVEL LANE12' TRAVEL LANE9' BIKE LANE12' TURN LANE12' TRAVEL LANE12' TRAVEL LANE6' BIKE LANE w/ 3' BUFFER12' TRAVEL LANEABLABLLKKLAALL℄ STA.=14+90.51OFFSET=18'END11℄ STA.=14+90.51OFFSET=6'END76' BIKE LANE w/ 3' BUFFERSTA.=14+37.06OFFSET=18'BEGIN11END66' BIKE LANE w/ 3' BUFFER6' BIKE LANE w/ 3' BUFFER℄ STA.=13+00.49OFFSET=6'CONTINUE7℄ STA.=11+44.47OFFSET=6'CONTINUE7STA.=17+88.49OFFSET=6'BEGIN5CONTINUE7STA.=18+91.05OFFSET=18'BEGIN11℄ STA.=18+74.05OFFSET=0'END5℄ STA.=18+74.05OFFSET=3'END7STA.=18+91.05OFFSET=14'BEGIN9℄ STA.=18+74.05OFFSET=15'END11STA.=18+91.05OFFSET=3'BEGIN7STA.=17+58.49OFFSET=6'BEGIN3END4STA.=16+33.49OFFSET=18'BEGIN11END3STA.=18+74.05OFFSET=18'END11STA.=19+48.49OFFSET=11'CONTINUE9STA.=19+48.49OFFSET=0'CONTINUE7STA.=19+48.49OFFSET=6'CONTINUE5END3TRAFFIC SIGNAL (TYP.)TRAFFIC SIGNAL CONDUIT (TYP.)STA.=15+83.49OFFSET=18'BEGIN3℄ STA.=12+11.94OFFSET=39'CONTINUE4KAHSTA.=19+48.49OFFSET=18'BEGIN9END11STA.=19+48.49OFFSET=21'BEGIN6STA.=19+48.49OFFSET=19'BEGIN11END6℄ STA.=18+91.05OFFSET=6'BEGIN3℄ STA.=18+91.05OFFSET=1'BEGIN5STA.=18+91.17OFFSET=17'BEGIN6LL9' UTILITY EASEMENT9' UTILITY EASEMENT84' ROW54'FL-FLCARRIAGE PARKWAYLAKE C A N A L TRIC C A N A L 9' UTILITY EASEMENT12' TRAVEL LANE12' TRAVEL LANE5' BIKE LANE w/ 3' BUFFER6' BIKE LANE w/ 3' BUFFER8' PARALLEL PARKINGKASTA.=22+90.26OFFSET=19'BEGIN6END11STA.=24+40.78OFFSET=21'BEGIN11END6STA.=22+90.48OFFSET=11'CONTINUE9STA.=24+40.78OFFSET=18'END9STA.=24+40.77OFFSET=0'CONTINUE7STA.=22+90.78OFFSET=0'BEGIN5CONTINUE7STA.=24+40.78OFFSET=6'BEGIN3CONTINUE5STA.=24+40.78OFFSET=19'BEGIN6END11STA.=24+40.78OFFSET=11'CONTINUE9STA.=20+28.49OFFSET=11'CONTINUE9STA.=20+28.49OFFSET=19'BEGIN11END68' PARALLEL PARKINGSTA.=20+28.49OFFSET=0'CONTINUE7END5LLLL9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK CARRIAGE PARKWAYVIXEN DRIVE 5' SIDEWALK5' SIDEWALK12' TRAVEL LANE12' TRAVEL LANE6' BIKE LANE w/ 3' BUFFER6' BIKE LANE w/ 3' BUFFER℄ STA.=28+55.78OFFSET=6'END7℄ STA.=28+55.78OFFSET=6'END4℄ STA.=28+55.78OFFSET=18'END1112' TRAVEL LANE12' TRAVEL LANE6' BIKE LANE w/ 3' BUFFER7' BIKE LANE12' TURN LANE12' TURN LANE12' TURN LANESTA.=26+00.78OFFSET=6'CONTINUE7END5STA.=26+00.78OFFSET=18'BEGIN11END9STA.=26+00.78OFFSET=21'END6STA.=26+00.78OFFSET=6'CONTINUE6STA.=26+00.78OFFSET=18'CONTINUE11STA.=26+55.78OFFSET=6'BEGIN4END3℄ STA.=28+55.78OFFSET=18'END11LAAKKJJHSTA.=29+25.79OFFSET=6'BEGIN7STA.=29+25.79OFFSET=6'BEGIN4STA.=29+25.79OFFSET=18'BEGIN1STA.=29+25.79OFFSET=25'BEGIN4STA.=29+25.79OFFSET=18'BEGIN11STA.=31+30.79OFFSET=18'BEGIN9END11℄ STA.=31+30.96OFFSET=23'BEGIN6STA.=31+30.79OFFSET=6'BEGIN5CONTINUE7STA.=30+85.79OFFSET=6'BEGIN3END4STA.=30+75.79OFFSET=18'BEGIN6END1STA.=30+75.79OFFSET=25'BEGIN3END4AABBHLKJKAADDHASheetRUDOLPH 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 130SG3STRIPING PLAN CARRIAGE PARKWAY85 LINEMATCH STA20+00SEE MIDDLE RIGHT ( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR/ / / / / / / /PROPOSED EDGE OF ASPHALTPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:PROPOSED LOT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEYDOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.3.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS, OR ASOTHERWISE SPECIFIED IN MUTCD.4" DIAGONAL HASH; THERMOPLASTIC106" SOLID WHITE LINE4" SOLID YELLOW LINE4" SOLID WHITE LINE(2) 4" SOLID LINES; 4" APARTDOUBLE YELLOW LINE4" BROKEN YELLOW LINE8" SOLID WHITE LINEDOUBLE YELLOW LINE4" SOLID AND 4" BROKEN; 4" APART963518247STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGBICYCLIST AND ARROW18" X 12' CROSSING LINE, SEE NOTESPREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKING18" WIDE STOP BARPREFORMED PLASTIC PAVEMENTMARKING "STOP" (22.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGSTRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKINGRIGHT TURN ARROW (15.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGLEFT TURN ARROW (15.5 S.F. EA.)RIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGTWO WAY LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENTMARKING "ONLY" (22.5 S.F. EA.)LHDCBKAEFGIJMLANE REDUCTION ARROWPREFORMED PLASTIC PAVEMENT MARKING6" SOLID WHITE LINE WITH 45 DEGREE HASHES1110'30'10'30'10'4" BROKEN WHITE1210'N"LANE ENDS"PREFORMED PLASTIC PAVEMENT MARKING3'9'3'9'3'4" WHITE DASHED LINEO18" WIDE WHITE MEDIAN STRIPINGPREFORMED PLASTIC PAVEMENT MARKINGA.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL ASTHE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMEDTHERMO-PLASTIC.C.ALL SIGNAGE SHALL BE PER LARIMER COUNTY (LCUASS) AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACETEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATIONOF STRIPING AND SYMBOLS.G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORTCOLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORETHE 2-YEAR WARRANTY PERIOD WILL BEGIN.L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUNDUTILITIES.M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TOINITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONALSIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTSSUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALLFALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEARON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL DEVICES, FOR ADDITIONAL DETAIL.P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.STRIPING LEGEND:STRIPING NOTES:3'9'3'9'3'8" WHITE DASHED LINE(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPINGPAVEMENT MARKINGSSTRAIGHT ARROW (15 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKING30'10'30'10'LEGEND:(BIKE AND BUFFER)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25NORTH NORTHNORTHSG3SG3SG3SG4SG4TOPBOTTOMMIDDLELINEMATCHSTA20+00SEE TOP LEFTLINEMATCH STA26+00SEE BOTTOM RIGHTLINEMATCHSTA31+50SEE SHEET SG4 (TOP RIGHT)LINE MATCH STA 26+00SEE MIDDLE LEFT WSSSSSSS SS SS SS 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAY12' TRAVEL LANE12' TRAVEL LANE5' BIKE LANE w/ 3' BUFFER5' BIKE LANE w/ 3' BUFFER8' PARALLEL PARKING8' PARALLEL PARKING84' ROW54'FL-FL℄ STA.=41+09.82OFFSET=0'END7℄ STA.=41+09.82OFFSET=11'END9℄ STA.=41+09.82OFFSET=16'END11℄ STA.=41+09.82OFFSET=11'END9℄ STA.=41+09.82OFFSET=16'END119' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' S IDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAY12' TRAVEL LANE12' TRAVEL LANE5' BIKE LANE w/ 3 ' BUFFER5' BIKE LANE w/ 3 ' BUFFER8' PARALLEL PARKING8' PARALLEL PARKING84' ROW54'FL-FLABSTA.=32+90.79OFFSET=16'BEGIN11END6STA.=32+90.79OFFSET=11'CONTINUE9STA.=32+90.79OFFSET=6'END3CONTINUE5STA.=32+90.79OFFSET=18'BEGIN9END6℄ STA.=32+90.79OFFSET=0'CONTINUE7STA.=32+20.79OFFSET=25'END3STA.=32+91.00OFFSET=23'BEGIN1℄ STA.=34+40.79OFFSET=11'CONTINUE9STA.=34+40.79OFFSET=16'BEGIN11END1STA.=34+40.79OFFSET=0'CONTINUE7END5SheetRUDOLPH 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 130SG4STRIPING PLAN CARRIAGE PARKWAY86 LI N E M A T C H ST A 31 + 5 0 SEE S H E E T S G 3 ( B O T T O M L E F T )( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR/ / / / / / / /PROPOSED EDGE OF ASPHALTPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:PROPOSED LOT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEYDOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.3.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS, OR ASOTHERWISE SPECIFIED IN MUTCD.4" DIAGONAL HASH; THERMOPLASTIC106" SOLID WHITE LINE4" SOLID YELLOW LINE4" SOLID WHITE LINE(2) 4" SOLID LINES; 4" APARTDOUBLE YELLOW LINE4" BROKEN YELLOW LINE8" SOLID WHITE LINEDOUBLE YELLOW LINE4" SOLID AND 4" BROKEN; 4" APART963518247STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGBICYCLIST AND ARROW18" X 12' CROSSING LINE, SEE NOTESPREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKING18" WIDE STOP BARPREFORMED PLASTIC PAVEMENTMARKING "STOP" (22.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGSTRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKINGRIGHT TURN ARROW (15.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGLEFT TURN ARROW (15.5 S.F. EA.)RIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGTWO WAY LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENTMARKING "ONLY" (22.5 S.F. EA.)LHDCBKAEFGIJMLANE REDUCTION ARROWPREFORMED PLASTIC PAVEMENT MARKING6" SOLID WHITE LINE WITH 45 DEGREE HASHES1110'30'10'30'10'4" BROKEN WHITE1210'N"LANE ENDS"PREFORMED PLASTIC PAVEMENT MARKING3'9'3'9'3'4" WHITE DASHED LINEO18" WIDE WHITE MEDIAN STRIPINGPREFORMED PLASTIC PAVEMENT MARKINGA.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL ASTHE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMEDTHERMO-PLASTIC.C.ALL SIGNAGE SHALL BE PER LARIMER COUNTY (LCUASS) AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACETEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATIONOF STRIPING AND SYMBOLS.G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORTCOLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORETHE 2-YEAR WARRANTY PERIOD WILL BEGIN.L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUNDUTILITIES.M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TOINITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONALSIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTSSUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALLFALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEARON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL DEVICES, FOR ADDITIONAL DETAIL.P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.STRIPING LEGEND:STRIPING NOTES:3'9'3'9'3'8" WHITE DASHED LINE(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPINGPAVEMENT MARKINGSSTRAIGHT ARROW (15 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKING30'10'30'10'LEGEND:(BIKE AND BUFFER)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 NORTHNORTHTOPMIDDLESG3SG3SG3SG4SG4LINEMATCH STA38+00SEE TOP LEFT LINEMATCHSTA38+00SEE MIDDLE CENTER SSSEMMMSS SSSSSSSSSSCONTROL IRR V.P.V.P.V.P.V.P.MMSMMMM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SBSBSBSBCA R R I A G E P A R K W A Y KIT DEN DR.HUNTSMAN DR.VIXEN DR. 8" SS 8" SS 8" SS TTTTTSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRONFFTCONT ROLIRR CONTRO L IRRV.P.GAS/ / / / / / / /XXXX/ / / / / / / // / / / / / / // / / / / / / / / / / / / / / / X X X X X B MB MCCTCCTTCCTCutilLIDSSSSCTV CTV MM/ / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSX STREET A(PRIVATE)VIXEN DRIVECARRIAGE PKWYPROSPECT ROADLAKE CANALTRIC CANALSOUTHEAST FRONTAGE ROADINTERSTATE 25 LOT 7LOT 6LOT 2TRACT EDELOT 3TRACT FDE&IELOT 5TRACT HDE&IELOT 9TRACT JDE&IETRACT IDE&IETRACT KDE&IETRACT LDE&IETRACT MDE&IETRACT NDE&IELOT 1LOT 8LOT 13LOT 10LOT 11LOT 4LOT 12TRACT COPEN SPACETRACT BOPEN SPACETRACT DOPEN SPACETRACT AOPEN SPACETRACT GDE&IETRACT ODE&IE100-YEARBOXELDERFLOODPLAINBOXELDERFLOODWAY/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EROSION BUFFER ZONESG5SIGNAGE PLAN87 NORTHSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130( IN FEET )1 inch = ft.Feet0150150150300450CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /P0TS31241112254444YIELDSPEEDLIMIT25STREET67375STREET1644666TURN RIGHTMUSTRIGHT LANE8288 CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'11+004904490849124916490449084912491602040600-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'11+504904490849124916490449084912491602040600-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'12+004904490849124916490449084912491602040600-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'12+504904490849124916490449084912491602040600-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'13+004904490849124916490449084912491602040600-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'13+504904490849124916490449084912491602040600-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'14+004906490849124916490649084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'14+504906490849124916490649084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'15+004906490849124916490649084912491602040600-20-40-60EX. ROW-2.20%-1.85%-1.84%-1.85%-1.84%EX. ROW-2.20%-1.89%-1.89%EX. ROW EX. ROW -1.91%-2.20%EX. ROWEX. ROW-1.91%-2.20%EX. ROW EX. ROW -1.91%-2.20%EX. ROW EX. ROW -1.95%-2.20%EX. ROW-2.04%-2.20%EX. ROW EX. ROW-2.20%-2.22%-2.20%-2.20%CONTROL IRR CONTROL IRR/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+5015+00 9' UTIL. EASEMENT9' UTIL. EASEMENT5' SIDEWALK5' SIDEWALKSTREET A (PRIVATE)CARRIAGE PARKWAYPROSPECT ROAD LOT 6LOT 3STORM DRAIN CSEE SHEET ST3EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130XS1CROSS SECTIONS CARRIAGE PARKWAY88 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'15+504906490849124916490649084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'16+004908491249164920490849124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'16+504910491249164920491049124916492002040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'17+004910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'17+504910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'18+004910491249164920491049124916492002040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'18+504910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'19+004910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'19+504910491249164920491049124916492002040600-20-40-60-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.22%-2.17%15+00 15+50 16+00 16+50 17+00 17+50 18+0018+5019+0019+50 9' UTILITYEASEMENT5' SIDEWALK5' SIDEWALK9' UTILITYEASEMENT84' ROW54'FL-FLSTREET A (PRIVATE)LOT 33LOT 18LOT 11TRACT JDE&IELAKE CANAL CULVERT BSEE SHEET LC3TRIC CULVERT ASEE SHEET TRIC1EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130XS2CROSS SECTIONS CARRIAGE PARKWAY89 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 19+5020+0020+50 21+00 21+50 22+00 22+5023+0023+5024+00 84' ROW54'FL-FL9' UTIL. EASEMENT5' SIDEWALK9' UTIL. EASEMENT5' SIDEWALKTRACT JDE&IELOT 10LOT 11STORM DRAIN ASEE SHEET ST1CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'20+004910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'20+504910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'21+004910491249164920491049124916492002040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'21+504910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'22+004910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'22+504914491649204924491449164920492402040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'23+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'23+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+004914491649204924491449164920492402040600-20-40-60EX. ROWEX. ROW-2.92%-2.63%EX. ROW EX. ROW-2.22%-2.17%EX. ROW EX. ROW-2.20%-2.20%EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130XS3CROSS SECTIONS CARRIAGE PARKWAY90 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 24+00 24+50 25+00 25+50 26+00 26+50 27+0027+5028+0028+509' UTIL. EASEMENT9' UTIL. EASEMENT5' SIDEWALK5' SIDEWALK84' ROW54'FL - FLCARRIAGE PARKWAYLOT 10LOT 11STORM DRAIN BSEE SHEET ST2CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+504914491649204924491449164920492402040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'27+004914491649204924491449164920492402040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'27+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'28+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'28+504914491649204924491449164920492402040600-20-40-60EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%-2.21%-2.20%EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130XS4CROSS SECTIONS CARRIAGE PARKWAY91 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 28+50 29+00 29+50 30+00 30+50 31+00 31+5032+0032+5033+0033+509' UTIL.EASEMENT9' UTIL. EASEMENT5' SIDEWALK5' SIDEWALK 64'FL - FL94' ROWCARRIAGE PARKWAYVIXEN DRIVETRACT MDE&IETRACT NDE&IECULVERT 1SEE SHEET ST7CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'29+004916492049244928491649204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'29+504916492049244928491649204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'30+004916492049244928491649204924492802040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'30+504916492049244928491649204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'31+004916492049244928491649204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'31+504916492049244928491649204924492802040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'32+004918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'32+504918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'33+004918492049244928491849204924492802040600-20-40-60-2.09%-2.20%1.29%1.13%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.16%-2.20%EX. ROW EX. ROW-2.13%-2.20%EX. ROWEX. ROW-2.16%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130XS5CROSS SECTIONS CARRIAGE PARKWAY92 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 3 2 + 5 0 33 + 0 0 33 + 5 0 34+ 0 0 34+5 0 35+00 35+50 36+0036+5037+0037+509' UTIL. EASEMENT9' UTIL. EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAY84' ROW54'FL - FLLOT 13CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'33+504918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'34+004918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'34+504918492049244928491849204924492802040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'35+004918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'35+504918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'36+004920492449284932492049244928493202040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'36+504920492449284932492049244928493202040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'37+004920492449284932492049244928493202040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'37+504922492449284932492249244928493202040600-20-40-60EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130XS6CROSS SECTIONS CARRIAGE PARKWAY93 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 D FO 38+00 38+50 39+00 39+50 40+00 40+50 41+00 84' ROW54'FL-FL9' UTIL. EASEMENT5' SIDEWALK9' UTIL. EASEMENT5' SIDEWALKLOT 13STORM DRAIN GSEE SHEET ST5CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'38+00492249244928493249364922492449284932493602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'38+50492249244928493249364922492449284932493602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'39+004922492449284932492249244928493202040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'39+504924492849324936492449284932493602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'40+004922492449284932492249244928493202040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'40+504922492449284932492249244928493202040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'41+004918492049244928491849204924492802040600-20-40-60EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.21%-2.20%EX. ROWEX. ROW-2.21%-2.20%EX. ROW EX. ROW-2.37%-2.35%EX. ROW EX. ROW-3.24%-3.22%EX. ROWEX. ROW-3.41%-3.40%EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130XS7CROSS SECTIONS CARRIAGE PARKWAY94 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'13+00490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'13+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'14+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'14+50490449084912491649044908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'15+00490449084912491649044908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'15+50490449084912491649044908491249160204060800-20-40-60-80-2.37%-2.20%-2.29%-2.20%-2.23%-2.20%-2.20%-2.20%-2.20%-2.20%-2.25%-2.20%4915.84914.44913.1 4910.04910.44910.6 DDDDDD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /13+00 13+50 14+00 14+50 15+00 15+50PROSPECT ROADKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 XS8CROSS SECTIONS PROSPECT ROAD95 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRPROSPECT ROADCROSS SECTION PROFILESSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /XS8XS9XS10XS11XS12 CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'16+00490449084912491649044908491249160204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'16+50490449084912491649044908491249160204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'17+00490449084912491649044908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'17+50490449084912491649044908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'18+00490449084912491649044908491249160204060800-20-40-60-80-2.41%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'18+50490449084912491649044908491249160204060800-20-40-60-80-2.20%-2.20%4910.44910.44910.7 4911.04911.34911.6 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /15+5016+00 16+50 17+00 17+50 18+00 18+50STORM DRAIN C2SEE SHEET ST3PROSPECT ROADLOT 3KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 XS9CROSS SECTIONS PROSPECT ROAD96 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSheetRUDOLPH 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 130EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /XS8XS9XS10XS11XS12PROSPECT ROADCROSS SECTION PROFILES CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'20+50490649084912491649064908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'21+00490649084912491649064908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'21+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'19+00490649084912491649064908491249160204060800-20-40-60-80-2.20%-2.20%CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'19+50490649084912491649064908491249160204060800-20-40-60-80-2.20%-2.20%-0.45%CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'20+00490649084912491649064908491249160204060800-20-40-60-80-2.20%-2.20%4911.94912.34912.9 -2.20%-2.20%4913.4-2.20%-2.20%4913.8-2.20%-2.20%4914.2 FESV.P.FES/ / / / / / / /X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /19+00 19+50 20+00 20+50 21+00 21+50STORM DRAIN CSEE SHEET ST3PROSPECT ROADLOT 6KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSheetRUDOLPH 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 130EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /XS8XS9XS10XS11XS12XS10CROSS SECTIONS PROSPECT ROAD97 PROSPECT ROADCROSS SECTION PROFILES CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'22+00490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'22+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'23+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'23+50490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+50490849124916492049084912491649200204060800-20-40-60-80-2.20%-2.20%4914.5-2.20%-2.20%4914.6-2.20%-2.20%4914.6 -2.20%-2.20%4914.5-2.11%-2.20%4914.5-2.25%-2.20%4914.5 XXWXX X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /22+00 22+50 23+00 23+50 24+00 24+50 25+00 LOT 7PROSPECT ROADROW VARIESKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSheetRUDOLPH 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 130EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /XS8XS9XS10XS11XS12XS11CROSS SECTIONS PROSPECT ROAD98 PROSPECT ROADCROSS SECTION PROFILES CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+00490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+50490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'27+00490849124916492049084912491649200204060800-20-40-60-80-2.49%-2.20%4914.7-2.22%-2.20%4914.8-2.20%-2.20%4915.0 -2.20%-2.20%4915.0-2.20%-2.20%4915.0 XXF ESFE S/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /25+00 25+50 26+00 26+50 27+00 LOT 7PROSPECT ROADROW VARIESKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSheetRUDOLPH 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 130EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING 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 INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /XS8XS9XS10XS11XS12XS12CROSS SECTIONS PROSPECT ROAD99 PROSPECT ROADCROSS SECTION PROFILES TS TS TS TSTSTSTSTSTSTSTSTS9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT81' ROW54'FL-FL89'ROW62'FL-FLSTREET A (PRIVATE)CARRIAGE PARKWAY 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALKR20'R20'30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)9' UTILITY EASEMENT 5' SIDEWALK R20'R20'95' CROWN TRANS.2.2%2.2% 1.0%1.0%1.0%1.0%1.0%0.5%0.7%1.9%1.3%2.0%1.3%1.4%1.6%15.0714. 8 7 15.4215.1416.0815.92 15.33 15.56 15.7314.9415.3816.1917.0016.1915.6915.9015.8216.5116.63 16. 5 816.6415.8815.9815.8916.1015.5515.0715.1915.53 15.83 15.8216.4615.8816.5116.2516.3515.9415.3715.3414.9115.0415.2515.3815.6715.482.2%2.2%LOT 6LOT 4LOT 5PROPOSED TRAFFIC SIGNAL (TYP.)PROPOSEDTRAFFICSIGNALCONDUIT (TYP.)16.079' UTILITY EASEMENT9' UT IL ITY EASEMENT77' ROW50'FL-FL5' S IDEWALK 5' SIDEWALK STREET A (PR IVATE )5' SIDEWALK9' UTILITY EASEMENTR20'R20'30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)5' SIDEWALK9' UTILITY EASEMENT71' ROW44' FL - FL30" VERTICALCURB & GUTTER75' CROWN TRANS .24.6424.9724.8125.3524.6825.6325.7924.2325.3624.7325.0725.42 25.3324.8125.5425.9223.5623.5625.4125.3826.07 26.042.2%2.2%2.0%2.0%2.2%2.2%5' SIDEWALK9' UTILITY EASEMENTVIXEN DRIVELOT 10LOT 924.9725.192.5%25.5726.022.2% 2 . 2%2.2% 2 . 2%9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALKVIXEN DRIVE9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK 9' UT IL ITY EASEMENT5' S IDEWALK9' UTILITY EASEMENT5' SIDEWALK 71' ROW44' FL - FLSTORM DRAIN LINE BSEE SHEET ST28' CONCRETE PANR20'30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)PROJECTBOUNDARY5' SIDEWALK 23.1222.7123.0023.31CARRIAGE PARKWAY79' CROWN TRANS.23.5623.6922.9022.5822.7323.2122.6722.81 23.5723.702.2%2.2%2.2%0.9%0.6%0.6%0.6%1.0%0.8%2.2%2.2%23.6523.7423.1323.1023.1322.8623.5722.6123.360.6%22.6323.3522.8423.44 22.9024.0824.2023.1323.83 1.1%0.8%22.86LOT 10R20'R20'23.3822.760.6%24.1723.56R20'24.0324.052.2%18" VERTICAL OUTFALLCURB & GUTTER18" VERTICAL INFLOWCURB & GUTTER5.5' SIDEWALK23.3423.300.9%2.2%2.2%0.9%2.0%3.5%0.5%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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETINT1DETAILS INTERSECTION100 NORTH( IN FEET )1 inch = ft.Feet02020204060CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRINTERSECTION DETAILCARRIAGE ARKWAY & VIXEN DRIVEINTERSECTION DETAILCARRIAGE PARKWAY & STREET A (PRIVATE)INTERSECTION DETAILSTREET A (PRIVATE) & VIXEN DRIVEBACDCBA / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS TS TSTS TS TS TS TS TS TS TSFES CONTROLIRRCONTROLIRRV.P.F ESELECGASXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / / X X X X X X ELECELEC9' UTILITY EASEMENT5' SIDEWALKPROSPECT ROAD15' UTILITY EASEMENTCARRIAGE PARKWAY 9' UTILITY EASEMENT 5' SIDEWALK PROPOSED RAINGARDEN 1STORM DRAIN CSEE SHEET ST3R65'R85'R25'6' SIDEWALK6' SIDEWALK30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)12.1711.4912.5512.8413.0812.3112.1912.0611.9911.9011.7411.6112.4512.50 12.9912.9412.5812.5212.5912.6012.5812.75 12.7612.6812.7413.7512.5612.7212.8813. 3 7 13.54 13.8413.4414.1814.5614.4412.8112.8112.3113.4114.5112.9015.5315.0014.0513.570.6%0.5%0.6%0.7%0.5%0.6% 0.5% 2.2%3.4%14.6813.6213.2213.8314.2215.182.2%2.2% 2.2%2.2%0.6%1.0%0.7%1.1%1.0%1.0%0.1%0.5%1.1%0.6 %30" VERTICALCURB & GUTTER1.9%2.2%13.9413.552.2% 2.2%R2.50R5.00R5.00LOT 6LOT 313. 1 6 PROPERTY BOUNDARYPROPOSEDINTERIMTRAFFICSIGNAL ANDCONDUITPROPOSED TRAFFIC SIGNAL (TYP.)PROPOSEDTRAFFICSIGNALCONDUIT (TYP.)18" VERTICALCURB & GUTTER13.4612.5012.43SheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETINT2DETAILS INTERSECTION101 NORTH( IN FEET )1 inch = ft.Feet02020204060CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRINTERSECTION DETAILPROSPECT ROAD & CARRIAGE PARKWAYDDCBA D1DETAILS WATER102CALL 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.CallRSheetRUDOLPH 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 130 D2DETAILS WATER103CALL 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.CallRSheetRUDOLPH 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 130RESTRAINT CALC NOTES:-EBAA RESTRAINT LENGTH CALCULATOR USED FOR RESTRAINT LENGTHS. THE FOLLOWING PROPERTIES WERE USED IN THE CALCULATIONS.1.PIPE MATERIAL = PVC2.SOIL TYPE = ML, GRAN. FILL3.SAFETY FACTOR = 24.TRENCH TYPE = 55.MINIMUM DEPTH OF BURY = 4.5'6.TEST PRESSURE = 200 PSIFitting DiscriptionBend Angle(Degrees)Branch Size(in)Length AlongRun (ft)Reduced Size(in)Restraint Length12" WATER LINES12"x12" Tee12590 ft.12"x6" Tee (FH Assembly)651 ft.Vertical Offset (Lowerings)45SEE PLAN SET FORRESTRAIN LENGTHS11.25 degree Horizontal Bend11.2510 ft.45.00 degree Horizontal Bend4518 ft.12"x8" Tee8530 ft.12"x12" Tee12590 ft.12"x6" Reducer695 ft.8" WATER LINES22.50 Degree Horizontal Bend22.57 ft.11.25 Degree Horizontal Bend11.257 ft.8"x6" Tee6517 ft.Vertical Offset (Lowerings)45SEE PLAN SET FORRESTRAIN LENGTHS8"X8" Tee8552 ft.8"X6" Reducer639 ft. D3DETAILS SANITARY SEWER104CALL 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.CallRSheetRUDOLPH 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 130 D4DETAILS DRAINAGE105CALL 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.CallRSheetRUDOLPH 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 130 D5DETAILS DRAINAGE106CALL 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.CallRSheetRUDOLPH 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 130ORIFICE OPENINGPLATE CENTEREDOVER PIPE OPENINGIN WALL12" Ø HOLES FOR38" Ø EXPANSION BOLTSEMBEDDING 2" INTOCONCRETE WALL @6" O.C. MIN.516" THICKGALVANIZEDSTEEL PLATEDD+4"D+4"ORIFICE INVERT SHALL MATCHPIPE INVERT404ORIFICE PLATE(CONCRETE OUTLET STRUCTURE)Outlet SummaryPond 1Pond 2Pond 3ELEV A.4904.104911.004914.50ELEV B.4904.414911.244915.50ELEV C.4905.414912.245080.90Dwq (FT.)0.310.241.00Ls (FT.)444Ws (FT.)444Wo (IN.)666HOLE DIA. (IN.) 3/4 7/8No WQPlate# OF ROWS23# OF COLUMNS22WQPLATEPond IDOrifice Plate Diameter (in.)Pond 115 3/4Pond 210 11/16Pond 311 15/16 AASECTION A-APLAN VIEWDIRECTION OF FLOWFLOWLINE OF NOTCHFINISH GROUNDOF RAIN GARDENLW6.0"DIRECTION OF FLOW6.0" TYP.2" NOTCH6.0"2"X6" NOTCH12.0"UPSTREAM CONCRETE RUNDOWNUPSTREAM CONCRETE RUN DOWNBIO RETENTIONSAND MEDIAHALF INCH EXPANSION JOINTTO BE INSTALLED BETWEENCONCRETE RUNDOWN & FOREBAY6.0"6.0"6.0"PROPOSED NATIVEMATERIAL SUBBASE6.0"6.0"D6DETAILS DRAINAGE107CALL 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.CallRSheetRUDOLPH 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 130INLET SCHEDULE601602 CURB OPENING603TYPICAL FOREBAYForebay SummaryForebay IDDEPTH (in)Length (ft)Width (ft)RG 112218RG 2122112RG 3 - dp 412224RG 3 - dp 512224604FOREBAY DIMENSIONSSidewalk Culvert SummarySidewalk Culvert IDWidthRG 18'RG 212'RG 3 - dp 44'RG 3 - dp 54'604CONCRETE SIDEWALK CULVERT DIMENSIONSINLET IDTYPEA115' TYPE RA210' TYPE RC320' TYPE RF215' TYPE RF315' TYPE RG25' TYPE RG35' TYPE RH215' TYPE RH315' TYPE RI320' TYPE R603FLAP GATEROYAL IRON INC.https://www.royalironinc.com/hanson-flap-gates.php D7DETAILS SITE108CALL 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.CallRSheetRUDOLPH 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 130 D8DETAILS SITE109CALL 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.CallRSheetRUDOLPH 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 130 ELECCVAULTF.O.CTCTV CTV CTV CTV CTV CTV CTV CTV CTV / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SFSFSFSFSFS F S F SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSOUTHEAST FRONTAGE ROADINTERSTATE 25LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODL O D LO D LO D LO D LODLODL O D LO D LODLODLODLODLOT 9TRACT COPEN SPACETRACT BOPEN SPACETRACT DOPEN SPACETRACT AOPEN SPACELOT 81.8%2.2%1. 4 % 1.2%100-YEAR BOXELDERFLOODPLAINBOXELDERFLOODWAYEROSIONBUFFERZONEEC1EROSION CONTROL PLAN110 NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9MATCH LINE - SEE SHEET EC2MATCH LINE - SEE SHEET EC4GENERAL NOTES:PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREAEROSION CONTROL FABRICLEGEND:BALE OUTLET PROTECTIONINLET PROTECTIONVEHICLE TRACKING CONTROL PADSF1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BYCRIMP MULCHING OR SIMILAR METHODS.2.SWMP ADMINISTRATOR:Contact________________________________Company________________________________Address________________________________Phone________________________________3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETEWASHOUT AREA IF ACCESS IS OFF PAVEMENT.4.REFER TO THE Final Drainage Report, Dated January 18, 2023 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.SCOURSTOPSTABILIZED STAGING AREACALL 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.CallRTABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATIONProject: WATERFIELD FORTH FILINGCONSTRUCTION PHASEMOBILIZATIONDEMOLITIONGRADINGBEST 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 *UTILITIESINSTALLATIONFLAT WORKINSTALLATIONVERTICALINSTALLATIONLANDSCAPEDEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is CompleteAny prior inlets that could use protectingAny prior inlets that could use protectingAnytime the site will sit dormant longer than 30 DaysAnytime the site will sit dormant longer than 30 DaysAnytime the site will sit dormant longer than 30 DaysRiprapCALCULATIONS CHARTTOTAL DISTURBED PROJECT AREA114.6ACRESTOTAL "ONSITE" AREA OF DISTURBANCE109.7ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE4.9ACRESTOTAL STORAGE/STAGING AREA1.0ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AEST. PERCENT OF PROJECT AREA EXPOSED95%EST. PERCENT VEGETATIVE COVER~2.5%DENSITYEXISTING SOIL TYPEC-DCLAYLOAMAPPROX. GROUNDWATER DEPTH. (BASED ONSUBSURFACE EXPLORATION REPORT BY EEC,INC., DATED SEPTEMBER 23, 2015)10FEETNUMBER OF PHASES W/ PROJECTN/ATOTAL VOLUME OF IMPORTED (+) / EXPORTED(-) MATERIALS590,000CUBICYARDSTOTAL AREA OF STOCKPILING OF FILL ORBORROW AREAS OFF SITE300,000SQ. FEETSTEEPEST SLOPE4:1H:VDISTANCE FROM A RIPARIAN AREA ORSENSITIVE AREA0FEETEROSION CONTROL NOTES:1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINETO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES(BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLYDEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITECONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES.2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLSMAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATEDISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSUREEROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURESACCORDING THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORMDRAINS, SWALES, UNTIL SITE IS FULLY STABILIZED.6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUTCONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITHDOWNSPOUT.7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACETYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FORPAVEMENT, ETC.)8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSESTEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARYIRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TOESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.9.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZEDLANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE PERMEABLE PAVERSYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED.10.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TOENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. WATTLES SHALL BE PROVIDED AROUND BUILDING PAD SIDES TO ENSURE AT NO TIMESHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.11.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREASDIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, ASNECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVENSEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, GRAVEL SOCKS FORPAVEMENT, ETC.)12.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROMNATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGEWAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THATWILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTOA 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 ANYSTORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN ACONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUNOFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERSSHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BESTAKED DOWN.14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'SCONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OFSUFFICIENT 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) INHIBITPERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCHAND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFFTO 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 SHALLBE KEPT TO A MINIMUM AND CLEANED IMMEDIATELY OR AT THE SUGGESTION OF THECITY'S EROSION CONTROL INSPECTOR.18.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO AMINIMUM.19.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION,PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THEPERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THEPERMEABLE PAVEMENT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPTAWAY FROM THE PAVEMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENTCONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TOTHE PAVEMENT. SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THEPAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDINGEDUCATION TO ALL PARTIES WORKING ONSITE. X X XE EEEEEEEEEEEE E UDUDVAULTELECVAULT ELEC VAULTELECEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEEEEEEEEEESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSTREET A (PR IVATE )VIXEN DRIVELODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSF SFSFLOT 12LOT 9LOT 10TRACT IDE&IETRACT LDE&IE1.1% 1.6% 1. 2 % 0. 7 %1.0%13.2% 1.2%CLEANOUTTRACT PUDA&EAEEC2EROSION CONTROL PLAN111 NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9GENERAL NOTES:PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREAEROSION CONTROL FABRICLEGEND:BALE OUTLET PROTECTIONINLET PROTECTIONVEHICLE TRACKING CONTROL PADSF1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BYCRIMP MULCHING OR SIMILAR METHODS.2.SWMP ADMINISTRATOR:Contact________________________________Company________________________________Address________________________________Phone________________________________3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETEWASHOUT AREA IF ACCESS IS OFF PAVEMENT.4.REFER TO THE Final Drainage Report, Dated January 18, 2023 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.SCOURSTOPSTABILIZED STAGING AREACALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EC3 MATCH LINE - SEE SHEET EC1 MATCH LINE - SEE SHEET EC5 WVWVELECBRKRutilLIDDEEEE E E E E E E E E E E E E E E E E E E EEEEEEE E E E E E E E E E EUDUDUDUDUDUDUD UDUDUD EEEEFOSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCARRIAGE PARKWAY CARRIAGE PARKWAY LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPOND 3RAINGARDEN 5POND 3LOT 13LOT 12TRACT NDE&IETRACT MDE&IETRACT LDE&IETRACT ODE&IE0.9%2.3%2.1%0.7%1.3%0.6%16.6%13.2%16.2%15. 4 %13.8%RAINGARDEN 68,157 SF EROSIONCONTROL BLANKET4,881 SF EROSIONCONTROL BLANKETCLEANOUTCLEANOUTCLEANOUTCLEANOUTCLEANOUTEC3EROSION CONTROL PLAN112 NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9GENERAL NOTES:PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREAEROSION CONTROL FABRICLEGEND:BALE OUTLET PROTECTIONINLET PROTECTIONVEHICLE TRACKING CONTROL PADSF1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BYCRIMP MULCHING OR SIMILAR METHODS.2.SWMP ADMINISTRATOR:Contact________________________________Company________________________________Address________________________________Phone________________________________3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETEWASHOUT AREA IF ACCESS IS OFF PAVEMENT.4.REFER TO THE Final Drainage Report, Dated January 18, 2023 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.SCOURSTOPSTABILIZED STAGING AREACALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EC6MATCH LINE - SEE SHEET EC2 CCTVAULTF.O.ELECELECTCCTVAULTF.O.CCTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGUDUDUDUDUDUDUDUDUDUDUDUDUDUD EEEEVAU LTELECVAULT ELEC E E E E E E E E EEEEEEEEEEEE E EESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSOUTHEAST FRONTAGE ROADINTERSTATE 25 STREET A (PR IVATE )STREET A (PRIVATE)LAKE CANALTRIC CANALLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD LODLODLODLODLODLODL O D L O D LOD LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPOND 2RAINGARDEN 2RAINGARDEN 3POND 2LOT 8LOT 1TRACT JDE&IETRACT HDE&IEPROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D61.5%4.3%1.3% 19. 9 %18.4%18 . 3 % 23.9 % 1. 4 % 1.2%PROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6PROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D6PROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6CLEANOUTCLEANOUTCLEANOUTCLEANOUTCLEANOUT17,906 SF EROSIONCONTROL BLANKETTRACT PUDA&EAEEC4EROSION CONTROL PLAN113 NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9GENERAL NOTES:PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREAEROSION CONTROL FABRICLEGEND:BALE OUTLET PROTECTIONINLET PROTECTIONVEHICLE TRACKING CONTROL PADSF1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BYCRIMP MULCHING OR SIMILAR METHODS.2.SWMP ADMINISTRATOR:Contact________________________________Company________________________________Address________________________________Phone________________________________3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETEWASHOUT AREA IF ACCESS IS OFF PAVEMENT.4.REFER TO THE Final Drainage Report, Dated January 18, 2023 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.SCOURSTOPSTABILIZED STAGING AREACALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EC5MATCH LINE - SEE SHEET EC7MATCH LINE - SEE SHEET EC1 H2OUDUDUDUDUDUDUDEEEEEEEEEEEEEEEEUDVAULTEEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEEEEEEEEEEEEEEEEEEEEEEEEEEESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSTREET A (PR IVATE )CARRIAGE PARKWAYVIXEN DRIVELAKE CANALTRIC CANALLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODSFSFSFSFSFSFSFSFPOND 2LOT 9LOT 10LOT 10LOT 11TRACT KDE&IETRACT JDE&IERAINGARDEN 30.7% 0. 7%2.4%5.4%0. 7 % 25.0%20.7%23.9%13.2% 1.2% 8.9%PROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D6PROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6CLEANOUTCLEANOUTCLEANOUT20,285 SF EROSIONCONTROL BLANKETTRACT PUDA&EAEEC5EROSION CONTROL PLAN114 NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9GENERAL NOTES:PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREAEROSION CONTROL FABRICLEGEND:BALE OUTLET PROTECTIONINLET PROTECTIONVEHICLE TRACKING CONTROL PADSF1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BYCRIMP MULCHING OR SIMILAR METHODS.2.SWMP ADMINISTRATOR:Contact________________________________Company________________________________Address________________________________Phone________________________________3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETEWASHOUT AREA IF ACCESS IS OFF PAVEMENT.4.REFER TO THE Final Drainage Report, Dated January 18, 2023 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.SCOURSTOPSTABILIZED STAGING AREACALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EC6MATCH LINE - SEE SHEET EC8MATCH LINE - SEE SHEET EC4 MATCH LINE - SEE SHEET EC2 12345 G043223450G432100000000000000 T/ / / / / / / /EEEEE EEEEE E E E E UDUDUDUD VAULTELEC VAULTELECVAULTELECEEEEEEEESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF CARRIAGE PARKWAYVIXEN DRIVELODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD LODLODLOD SFSFSFSFSFSFSFPOND 3POND 3TRACT NDE&IETRACT MDE&IE16.6%13.2%16.2%15. 4 %13.8%24.0%RAINGARDEN 64,881 SF EROSIONCONTROL BLANKETCLEANOUTCLEANOUTCLEANOUTCLEANOUTEC6EROSION CONTROL PLAN115 NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9GENERAL NOTES:PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREAEROSION CONTROL FABRICLEGEND:BALE OUTLET PROTECTIONINLET PROTECTIONVEHICLE TRACKING CONTROL PADSF1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BYCRIMP MULCHING OR SIMILAR METHODS.2.SWMP ADMINISTRATOR:Contact________________________________Company________________________________Address________________________________Phone________________________________3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETEWASHOUT AREA IF ACCESS IS OFF PAVEMENT.4.REFER TO THE Final Drainage Report, Dated January 18, 2023 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.SCOURSTOPSTABILIZED STAGING AREACALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EC9MATCH LINE - SEE SHEET EC5 MATCH LINE - SEE SHEET EC3 DDTRAFFICVAULTTRAFFICVAULTTVAULTF.O.CELECELECF ESFESFESDDDDDDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELEC/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGGGGGGGGGGGGGGGGGGUDUDUDUDUDUDUDUDUDUDUDUDEEEEVAULT ELEC EEEEEEEEEE E EEEEEEEEE ESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSTREET A (PRIVATE)PROSPECT ROADLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LODLOD LOD LODLODLODLODLODLODLODLODLODLODLODSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPOND 1RAINGARDEN 1LOT 4LOT 1SCOUR STOP (TYP.)SEE SCHEDULE SHEET EC10AND DETAILS SHEET EC114.3%3. 9 % 2.9 % 21.1% 21. 1 %21.1%21.1%CLEANOUTCLEANOUTCLEANOUTCLEANOUTCLEANOUT15,296 SF EROSIONCONTROL BLANKETTRACT QUDA&EAEEC7EROSION CONTROL PLAN116 NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9GENERAL NOTES:PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREAEROSION CONTROL FABRICLEGEND:BALE OUTLET PROTECTIONINLET PROTECTIONVEHICLE TRACKING CONTROL PADSF1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BYCRIMP MULCHING OR SIMILAR METHODS.2.SWMP ADMINISTRATOR:Contact________________________________Company________________________________Address________________________________Phone________________________________3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETEWASHOUT AREA IF ACCESS IS OFF PAVEMENT.4.REFER TO THE Final Drainage Report, Dated January 18, 2023 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.SCOURSTOPSTABILIZED STAGING AREACALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EC8 MATCH LINE - SEE SHEET EC4 XXCCH2OMWTFESCONTROLIRRCONTROLIRRV.P.FESVAULTF.O.ELECGASXX/ / / / / / / // / / / / / / // / / / / / / / X X X ELECF F ESELECELECELECELECELECFOVAULTF.O.VAULTF.O.XX X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TSTSTSTSTSTSTSTSTSTS TS TS TS TS TS TS TS TSTSTSGGGGGGGGGUDUDUDUDUDUDEEEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E WAY 232 1 WAY 132 1WAY 332 1WAY 432 1WAY 532 1 VAULTELECVAULTELECEEE E E E E E EEWWEEEEEEEEEESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSTREET A (PRIVATE)CARRIAGE PARKWAY PROSPECT ROADLAKE CANALLAKE C A N A L TRIC CANALLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODSFSFSFSFSFSFSFLOT 2LOT 6LOT 7LOT 5LOT 4TRACT KDE&IE2.2%2.2%1.3% 1.3% 1.1 %1.3% 8.9%PROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D6PROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6CLEANOUTTRACT QUDA&EAEEC8EROSION CONTROL PLAN117 NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9GENERAL NOTES:PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREAEROSION CONTROL FABRICLEGEND:BALE OUTLET PROTECTIONINLET PROTECTIONVEHICLE TRACKING CONTROL PADSF1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BYCRIMP MULCHING OR SIMILAR METHODS.2.SWMP ADMINISTRATOR:Contact________________________________Company________________________________Address________________________________Phone________________________________3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETEWASHOUT AREA IF ACCESS IS OFF PAVEMENT.4.REFER TO THE Final Drainage Report, Dated January 18, 2023 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.SCOURSTOPSTABILIZED STAGING AREACALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EC9 MATCH LINE - SEE SHEET EC5MATCH LINE - SEE SHEET EC7 XXXXXXXH2OH2OH2OH2OH2OH2OH2OWVWVWCWCCWECABLEWWWWWWWWWWWWWWWWWXV.P.V.P.V.P.V.P.CABLEMMCMMH2OOHU OHU OHU M/ / / / / / / /345G432112345G04 30000000000000/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /12" W FFTFESFES ELECF.O.ELECFOF.O.F.O.F.O.F.O.MFOM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EEEWSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROSPECT ROADTRIC CANALLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOT 70.9%1.2%EC9EROSION CONTROL PLAN118 NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9GENERAL NOTES:PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREAEROSION CONTROL FABRICLEGEND:BALE OUTLET PROTECTIONINLET PROTECTIONVEHICLE TRACKING CONTROL PADSF1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BYCRIMP MULCHING OR SIMILAR METHODS.2.SWMP ADMINISTRATOR:Contact________________________________Company________________________________Address________________________________Phone________________________________3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETEWASHOUT AREA IF ACCESS IS OFF PAVEMENT.4.REFER TO THE Final Drainage Report, Dated January 18, 2023 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.SCOURSTOPSTABILIZED STAGING AREACALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRMATCH LINE - SEE SHEET EC8 MATCH LINE - SEE SHEET EC6 EC10EROSION CONTROL DETAILS119 VTCROCK SOCK SECTIONROCK SOCK PLANROCK SOCK JOINTINGGRADATION TABLESIEVE SIZEMASS PERCENTPASSING SQUAREMESH SIEVESNO. 42"1001-1/2"90-1001"20-553/4"0-153/8"0-5MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FORCONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,ALL SIDESRS001CONCRETE WASHOUT AREA002ROCK SOCK003VEHICLE TRACKING PAD004SILT FENCESFCWA005CURB INLET PROTECTIONIPPOSTSPREASSEMBLED SILT FENCEPOSTS SHALL OVERLAPAT JOINTS SO THAT NOGAPS EXIST IN SILT FENCE.NOTE:THICKNESS OF GEOTEXTILEHAS BEEN EXAGGERATED.POST SHALL BE JOINED AS SHOWN, THENROTATED 180° IN DIRECTION SHOWN ANDDRIVEN INTO THE GROUND.SILT FENCE JOINTSDRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THELINE OF POSTS AND UPSLOPE FROM THE BARRIER.ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, ORWITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES,ETC. SHALL BE USED.NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BEBURIED IN THE TRENCH.THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BYWHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCERESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANYLAND-DISTURBING ACTIVITIES.USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.INSTALLATION NOTES:1.2.3.4.5.6.7.THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS ANDAFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUTUPSTREAM SEDIMENT AS NECESSARY.SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVEDWHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6".SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA ISSTABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANYDISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED ANDMULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.MAINTENANCE NOTES:1.2.3.4" MIN.4" MIN.1 12" x 1 12" WOODEN FENCE POSTSSF006SWALE WATTLE DIKESheetRUDOLPH 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 130CALL 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.CallR007TEMPORARY REVEGETATION SPECIFICATIONS“” • COMMON NAMEPLS/ACREPLAINS COREOPSIS0.17ROCKY MTN PENSTEMON0.35PURPLE PRAIRIE CLOVER0.81INDIAIN BLANKETFLOWER1.85MEXICAN HAT0.2INDIAN RICEGRASS1.13SIDEOATS GRAMA1.15BUFFALOGRASS3.27BLUE GRAMA0.25BOTTLEBRUSH SQUIRRELTAIL0.95PRAIRIE JUNEGRASS0.08GREEN NEDDLEGRASS1.01SWITCHGRASS0.71WESTERN WHEAT1.61SAND DROPSEED0.04TOTAL13.58CITY OF FORT COLLINS UPLAND MIX EC11EROSION CONTROL DETAILS120SheetRUDOLPH 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 130002PERMANENT TURF REINFORCEMENT MATCALL 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.CallR001SECTION G-GGPLANGBOPBALE OUTLET PROTECTION36" ANCHOR STRAPBULLET ANCHORRECESSED LOCKWASHERTRANSITION MATTURFREINFORCEMENTMATANCHOR PATTERNANCHOR ILLUSTRATIONMAX. 1"-2" DROPFROM CULVERT FLOWLINEONTO SCOURSTOP MATSPROFILE VIEWSECTION VIEW AAOUTLET AND CHANNEL SCOUR PROTECTION(TRANSITION MATS)DIRECTION OF FLOWTURF REINFORCEMENT MATWIDTH OFPROTECTIONLENGTH OF PROTECTIONDD= CULVERT DIAMETERTRANSITION MATSSOIL COVERAACULVERT OUTLET PROTECTION - PLAN VIEWINSTALL ANCHORS PER SCOURSTOP INSTALLATION GUIDELINESMINIMUM DEPTH 24" IN COMPACTED, COHESIVE SOIL.MINIMUM DEPTH 30" IN LOOSE, SANDY, OR WET SOILEXTRA ANCHORS AS NEEDED TO SECURE MAT TIGHTLY OVER SOILCOVERABUT TRANSITIONS MATS TO END OF CULVERT OR CULVERT APRON.ADJACENT MATS ABUT TOGETHER LATERALLY AND LONGITUDINALLY.MINIMUM 8 ANCHORS PER MAT.EXTRA ANCHORS AS NEEDED FOR LOOSE OR WET SOILS.PROTECT BARE/ DISTURBED DOWNSTREAMSOILS FROM EROSION WITH APPROPRIATESOIL COVER.NOTE:1.SCOUR STOP MAT PRODUCT UTILIZED FOR TURF REINFORCEMENT MAT DIMENSIONS.2.SEEDING AT OUTFALL OF STORM SEWER SHALL BE COMPLETED PRIOR TO INSTALLATION OF TURF REINFORCEMENT MAT.SSSEEDING TO OCCURPRIOR TO INSTALLATIONSLOPEINSTALLATIONDETAILDrawing Not To Scale1.Prepare soil before installing rollederosion control products (RECPs),including any necessaryapplication of lime, fertilizer, andseed.2.Begin at the top of the slope byanchoring the RECPs in a6"(15cm) deep X 6"(15cm) widetrench with approximately 12"(30cm) of RECPs extended beyondthe up-slope portion of the trench.Anchor the RECPs with a row ofstaples/stakes approximately 12"(30cm) apart in the bottom of thetrench. Backfill and compact thetrench after stapling. Apply seed tothe compacted soil and fold theremaining 12"(30cm) portion ofRECPs back over the seed andcompacted soil. Secure RECPsover compacted soil with a rowof staples/stakes spacedapproximately 12"(30cm) apartacross the width of the RECPs.3.Roll the RECPs (A) down or (B)horizontally across the slope.RECPs will unroll with appropriateside against the soil surface. AllRECPs must be securely fastenedto soil surface by placingstaples/stakes in appropriatelocations as shown in the staplepattern guide.4.The edges of parallel RECPs mustbe stapled with approximately 2" -5" (5-12.5cm) overlap dependingon the RECPs type.5.Consecutive RECPs spliced downthe slope must be end over end(Shingle style) with an approximate3"(7.5cm) overlap. Staple throughoverlapped area, approximately12"(30cm) apart across entireRECPs width.Drawn on: 3-16-11Disclaimer:The information presented herein is general design information only. For specific applications,consult an independent professional for further design guidance.2"-5"(5-12.5cm)3B42513A12"(30cm)6"(15cm)6"(15cm) *NOTE:In loose soil conditions, the use ofstaple or stake lengths greater than6"(15cm) may be necessary toproperly secure the RECP's.3"(7.5cm)5401 St. Wendel - Cynthiana Rd.Poseyville, IN 47633PH: 800-722-2040www.nagreen.com004SCOUR STOP DETAIL005SCOUR STOP INSTALLATION DETAIL006SCOUR STOP ANCHOR GUIDE3.4 Staples per SQ.YD.D2"-5"(5-12.5cm)2"-5"(5-12.5cm)3.3'(1m)4'(1.2m)2'(0.6m)20"(0.5m)SCOUR STOP SCHEDULE007Design Point/Storm LineW (FT)L (FT)Quantity of MatsPond 1 Outlet (36" RCP)8126Pond 2 Outlet (FES P2 - 18" RCP)884FES A (30" RCP)122015FES B (18" RCP)884FES C (36" RCP)12126FES D (18" RCP)884FES I (42" RCP)122012Rundowns at Carriage Parkway and VixenDrive (4 total)482SEE DETAIL 3,TYPICALSEE DETAIL 6,TYPICALSEE DETAIL 2,TYPICALSEE DETAIL 1,TYPICALLANDLOK® 300,SEE NOTE 1SEE DETAIL 9,TYPICALELEVATION 1: INSTALLATION OFLANDLOK® 300 TRM ON A SLOPENOTE: ALL PINS ARE NOT SHOWNFOR THE PURPOSE OF CLARITYDETAIL 8: SIMULATED CHECK SLOT DETAIL1' MAX(300 mm)LANDLOK® 300,SEE NOTE 16" MIN(150 mm)PIN, SEE DETAIL 645' MAX OR NEAR MIDPOINT OF SLOPE(13.5 m)1' MAX(300 mm)1' MAX(300 mm)LANDLOK® 300,SEE NOTE 1TOP OF SLOPE / UP STREAMBOTTOM OF SLOPE / DOWN STREAMDETAIL 7: OVERLAP AT ROLL END DETAILOVERLAPPING ENDFLOW OF WATER ORDIRECTION OFPREVAILING WINDROLL EDGEDETAIL 4: PIN PATTERNVERTICAL PIN SPACINGPER PDEA/PIN SCHEDULEHORIZONTAL PIN SPACINGPER PDEA/PIN SCHEDULELANDLOK® 300,SEE NOTE 1PIN, SEEDETAIL 6DETAIL 6: PIN12 - 24"1.5" (38 mm) DIAMETERSTEEL WASHER0.20" (5 mm)DIAMETER STEELSEE NOTE 2 FOR PIN DESCRIPTIONPIN, SEE DETAIL 63" OVERLAP MIN(75 mm)OFFSET PDEA AS SHOWN TOCREATE A CHECKERBOARD PATTERNPIN, SEE DETAIL 6FLOW OF WATER ORDIRECTION OF PREVAILING WINDDETAIL 5: PIN PATTERNPINS ON 12" (300 mm) CENTERSON ROLL EDGE OVERLAPSBETWEEN PDEASLANDLOK® 300,SEE NOTE 1PIN SCHEDULESECURING DEVICEPINHORIZONTALPDEA SPACING2' (0.60 m)VERTICALPDEA SPACING2.5' (0.75 m)EMBEDMENT DEPTHPER MANUFACTURESDESIGNPIN SPACING,SEE DETAIL 4DETAIL 9: VEGETATION ESTABLISHMENTTOPSOIL AS SPECIFIEDBY ENGINEER OF RECORD,NOT TO EXCEED THICKNESSOF 1" (25 mm)LANDLOK® 300,SEE NOTE 1SELECT FILL MATERIALAS SPECIFIED BYENGINEER OF RECORDTOPSOIL AS SPECIFIED BYENGINEER OF RECORDPIN,SEE DETAIL 6,TYPICALLANDLOK® S2 ECB,SEE NOTE 3LANDLOK® 300,SEE NOTE 1DETAIL 2: TOE OF SLOPE (TOS) TRENCHPINS ON 12"(300 mm) CENTERS,SEE DETAIL 6SEE DETAIL 3,TYPICAL1'(300mm)1'(300mm)COMPACTEDBACKFILL5'(1.5 m) MINRevDrawn By:09/15/2014Date:Scale:NTSD.LOIZEAUX*ALL DIMENSIONS ARE TO BE VERIFIED BY ENGINEER OF RECORD1 of 1©2014 Propex Operating Company, LLCPlease note that the information presented herein is general information only. It is for conceptual use only and not intended to be used for construction.While every effort has been made to ensure its accuracy, this information should not be used for a specific application without independent professionalexamination and verification of its suitability, applicability, and accuracy. This engineering drawing is protected by the Copyright Act, 17 U.S.C. §101 et seq.and may be used ONLY with the express written permission of Propex in connection with Propex products. Any copying, distributing, and/or creation of aderivative work without permission of Propex is prohibited and is subject of actual damages, statutory damages and attorney's fees under the Copyright Act. EROSION CONTROL INSTALLATION DETAILSLANDLOK® 300 TRM ON A SLOPE FOR EROSION CONTROL GENERAL INSTALLATION GUIDELINESGENERAL NOTES1.Landlok® 300 TRM is a three-dimensional, lofty, woven polypropylene geotextile that is available in green or tan which is specially designed for erosion control applications on steepslopes and vegetated waterways. The matrix is composed of polypropylene monofilament yarns featuring X3® technology woven into a uniform configuration of resilient pyramid-likeprojections. The material exhibits very high interlock and reinforcement capacity with both soil and root systems, demonstrates superior UV resistance, and enhances seedlingemergence.2.The 12”, 18”, and 24” Securing Pins are composed of a wire, mushroomed at the top. A washer is then placed on the wire and the wire is crimped or swedged about 3-1/2” below thetop so the washer will not slide off. The end of the wire is cut at a 45 degree angle for easy penetration of the soil. These Pins with washers conform to industry standards for erosioncontrol pins with washers.3.Landlok® S2 Erosion Control Blankets consist of 100% wheat straw mechanically bound and covered on both sides by netting. The straw is homogeneously blended and evenlydistributed throughout the blanket. The netting is photodegradable polypropylene with mesh openings of approximately 3/8 in. by 3/8 in. (11 mm by 11 mm). The blanket is sewn onapproximately 2 in. (51 mm) centers with photodegradable polypropylene thread. This product is NTPEP approved for AASHTO standards.BEFORE INSTALLATION BEGINS1.Coordinate with a Propex Representative: A pre-construction meeting is suggested with the construction team and a representative from Propex. This meeting should be scheduledby the contractor with at least a two week notice.2.Gather the Tools Needed: Tools that you will need to install Pyramat include a pair of industrial shears to cut Pyramat and tape measure.3.Determine how to Establish Vegetation: The method of vegetation establishment should be determined prior to the start of installation. Different vegetation establishment methodsrequire different orders of installation. Refer to Establish Vegetation for further guidance.4.Please consult the Propex Website for the most up to date installation guidelines.LANDLOK® 300,SEE NOTE 11'(300 mm)1'(300 mm)COMPACTEDBACKFILLDETAIL 1: CREST OF SLOPE (COS) TRENCHPINS ON 12"(300 mm) CENTERS,SEE DETAIL 63'(0.9 m) MINPINS ON 12"(300 mm) CENTERSSEE DETAIL 7DETAIL 3: BREAK IN SLOPE INTERFACELANDLOK® 300,SEE NOTE 1TURF REINFORCEMENT MAT (TRM)LANDLOK® 300 INSTALLATION DETAILS FOR CHANNELSNOTE : LANDLOK 300 SHOULD BE SHINGLED INTHE DIRECTION OF THE DOWN SLOPE AND FLOW / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FESV.P.F ESDDDGAS/ / / / / / / /XXXXGG/ / / / / / / // / / / / / / // / / / / / / / / / / / / / / / X X X X X B MB MCCTCCTTCCTCutilLIDFESDDCTV CTV FESFESDDDDDDMM/ / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGX UDUDUDUDUDUDUDFOSSH2OH2OH2OH2OH2OH2OH2OWVWVWSCCCWCCWECABLEMMCWMH2OWVWVWWWWSS SSSSSSSSSSCSCONTROL IRR V.P.V.P.V.P.V.P.CABLEMMCSMMMWTH2OM12345 G0G432112345G0G43210000000000000000 NO PARKINGNO PARKING / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SBSBSBSB8" SS 8" SS 8" SS GGGGGGGGGGG G G G G G G G 8" W 8" W 12" SS G G TTTTGGG12" SS12" SS12" SSTSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON8" W8" W8" W8" W8" W8" W8" W8" W WWWTSALPOLYNDUCTILEIRON 8" W8" W8" W8" WTSALPOLYNDUCTILEIRONWFFW12" SS12" SST8" W8" W LOT 1LOT 2LOT 3LOT 4LOT 6LOT 5LOT 11LOT 8LOT 9LOT 10LOT 12LOT 13LOT 7r1r2r5r6r3r4POND 2(HYDRAULICALLY CONNECTED)RAIN GARDEN 2RAIN GARDEN 3RAIN GARDEN 4RAIN GARDEN 5RAIN GARDEN 1STREET AVIXEN DRIVECARRIAGE PARKWAYr7r8SWALE BEHINDLOTS 8 AND 9os7OVERTOPPING EXTENTSDURING 100-YR EVENT15.6816.40 100-YEARBOXELDERFLOODPLAINSWALESWALEBOXELDERFLOODWAY1112654R1R29BR4R6R5OS1OS3DC1DC2DC37OS4OS58BR310131238A9AR7R8OS6OS7R9R10R11r9r10r11POND OUTLET 1SEE SHEET ST6POND OUTLET 2SEE SHEET ST6STORM DRAIN CSEE SHEET ST3STORM DRAIN ESEE SHEET ST4CULVERT HSEE SHEET ST7POND CULVERT 1SEE SHEET ST7STORM DRAIN DSEE SHEET ST4STORM DRAIN ASEE SHEET ST1STORM DRAIN BSEE SHEET ST2STORM DRAIN ISEE SHEET ST3GREGG S SCHMIDTKE4607 KITCHELL WAY,FORT COLLINSPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROSPECT ROADINTERSTATE 25 THOMAS J SKILLMAN4608 KITCHELL WAY,FORT COLLINSCDOT1012 SE FRONTAGE RD,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSOS2STORM DRAIN FSEE SHEET ST5STORM DRAIN GSEE SHEET ST5LAKE CANAL CULVERT ASEE SHEET LC2LAKE CANAL CULVERT BSEE SHEET LC3LAKE CANAL CULVERT CSEE SHEET LC3TRIC CULVERT ASEE SHEET TRIC1TRIC CULVERT BSEE SHEET TRIC1RAIN GARDEN 2OVERTOPPINGRAIN GARDEN 3OVERTOPPINGRAIN GARDEN 4OVERTOPPINGRAIN GARDEN 5OVERTOPPINGRAIN GARDEN 1OVERTOPPINGEROSIONCONTROLBUFFER16.6816.6816.4516.6816.68 OVERTOPPING EXTENTSDURING 100-YR EVENTPOND 1WQCV = 10,241 CU. FT.WQCV WSEL = 4904.41100-YR VOLUME = 201,893 CU. FT.100-YR WSEL = 4908.43MAX RELEASE = 14.68 CFSPOND 2WQCV = 22,638 CU. FT.WQCV WSEL = 4911.25100-YR VOLUME = 618,699 CU. FT.100-YR WSEL = 4915.66MAX RELEASE = 7.00 CFSPOND 3WQCV = N/A100-YR VOLUME = 197,769 CU. FT.100-YR WSEL = 4921.97MAX RELEASE = 7.00 CFSPOND 3(HYDRAULICALLY CONNECTED)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 130PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN BOUNDARYRUNOFF SUMMARY:1.REFER TO THE RUDOLPH FARM - FINAL DRAINAGE REPORT FOR ADDITIONALINFORMATION.2.ALL RAIN GARDENS WILL OVERTOP THE 100-YR EVENT INTO THEIR ADJACENTPONDS. REFER TO EROSION CONTROL SHEET FOR EROSION PROTECTIONINFORMATION.LEGEND:BASIN AREAABASIN IDBASIN MINOR AND MAJOR C COEFFICIENTSNOTES:NORTHDR1DRAINAGE EXHIBIT121 ( IN FEET )1 inch = ft.Feet0150150150300450BASINTOTALAREA(acres)Tc2(min)Tc100(min)C2C100Q2(cfs)Q100(cfs)16.807.55.00.851.0014.2267.6821.477.55.00.851.003.0714.6031.437.55.00.851.002.9914.2242.427.25.00.851.005.1824.0551.107.45.00.851.002.3710.9962.597.45.00.851.005.5425.7476.676.25.10.800.8614.2557.088A5.745.05.00.951.0015.5357.078B2.165.05.00.951.005.8621.549A10.765.45.00.951.0029.14107.099B3.975.45.00.951.0010.7439.48109.476.05.00.951.0024.8494.27113.285.05.00.951.008.8732.611213.506.35.00.951.0034.25134.35138.8512.812.80.300.385.3523.68R12.468.47.40.800.994.7221.40R21.365.05.00.830.993.2213.41R31.4413.112.00.790.992.2610.42R41.117.96.90.800.992.179.91R52.8313.912.80.780.984.3019.50R61.9813.912.80.780.983.0113.67R70.945.05.00.850.992.279.24R80.866.15.00.710.841.627.16R90.475.05.00.800.991.084.67R100.355.05.00.800.990.793.43R110.245.05.00.780.980.532.31OS15.169.08.50.240.292.8512.29OS21.335.05.00.861.003.2713.27OS33.7611.211.20.200.251.606.97OS45.558.98.40.250.303.2613.95OS53.109.48.90.200.251.436.36OS61.235.45.20.200.250.703.06OS70.425.05.00.200.250.241.04DC12.025.25.00.200.251.155.03DC22.215.25.00.200.251.265.50DC33.545.25.00.200.252.028.82 Call before you dig. Know what's below. R PRELIMINARY PLANS NOT FOR CONSTRUCTION 5 Call before you dig. Know what's below. R “ ” PRELIMINARY PLANS NOT FOR CONSTRUCTION TBD 5 FE S CONTROL IRR CONTROL IRR V.P.FE SVAULT F.O. ELECHYD WWWEEEEEEEEEEEEEEWWWWWWWWWWWEEEEEEEFOFOFOFOFOFO FO FO FO FOGGGGGGG GGGGGGGGGGGE E E E E E EEE E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEVAULT F.O. VAULT F.O.FOFOFOFOFOFOFOEEEE E G G / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /UGEUGEUGEUGEUGEUGEU G E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / Call before you dig. Know what's below. R PRELIMINARY PLANS NOT FOR CONSTRUCTION ONLY ONLY 5 UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEWAY 2321WAY 1321WAY 3321WAY 4321WAY 5321VAULT ELEC EE VAULT ELEC EE VAULT10' X 10' ELECEEE EEE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE Call before you dig. Know what's below. R PRELIMINARY PLANS NOT FOR CONSTRUCTION ONLY ONLY 5 FE S CONTROL IRR CONTROL IRR V.P.FE SVAULT F.O. ELECHYD WWWEEEEEEEEEEEEEEWWWWWWWWWWWEEEEEEEFOFOFOFOFOFO FO FO FO FOGGGGGGG GGGGGGGGGGGE E E E E E EEE E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEVAULT F.O. VAULT F.O.FOFOFOFOFOFOFOEEEE E G G / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /UGEUGEUGEUGEUGEUGEU G E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / Call before you dig. Know what's below. R ULTIMATE CONFIGURATION FOR INFORMATION ONLY ONLY ONLY 5 5 TOP SLAB REINF, TYP 3" 6" 6"LENGTH, TYP MIN LAP SPLICE J BARS, SEE NOTE 1CONSTRUCTION JOINT, TYP 3" 6" 6" BOTTOM SLAB REINF, TYP J BARS, SEE NOTE 1 STAGE 2 STAGE 1 NOTES: 1. THIS DETAIL IS FOR CONSTRUCTION JOINTS INSTALLED PERPENDICULAR TO THE !i. OF THE BOX ONLY. THE CONTRACTOR CAN DESIGN AND INSTALL J BARS AT HIS EXPENSE TO SUPPORT TEMPORARY LIVE LOADS DURING STAGE 1 CONSTRUCTION. J BARS SHALL BE THE SAME SIZE AS THE TOP AND BOTTOM SLAB REINFORCING WHEN THERE ARE NO TEMPORARY LIVE LOADS TO SUPPORT. 1. ALL CONCRETE SHALL BE CLASS D (BOX CULVERT). 2. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH CONCRETE IS PLACED. 3. ALL CONSTRUCTION JOINTS NOT SHOWN ON THE PLANS SHALL BE CONSTRUCTED ONLY IF APPROVED BY THE ENGINEER. 4. THE CONTRACTOR SHALL MAINTAIN THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. 5. STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH CDOT STANDARD PLAN M-206-1. 6. BACKFILL SHALL NOT BEGIN UNTIL TOP SLAB HAS REACHED DESIGN STRENGTH, f'c. 7. SPLICE QUANTITIES FOR LONGITUDINAL AND TRANSVERSE BARS ARE NOT INCLUDED. 8. REINFORCING STEEL SHALL BE GRADE 60. 9. THE MINIMUM LAP SPLICE LENGTH FOR EPOXY COATED REINFORCING BARS SHALL BE: 10.ALL DIMENSIONS ARE PERPENDICULAR TO THE CENTERLINE OF THE BOX . 11.WINGWALLS SHALL BE TIED TO CONCRETE BOX CULVERT PER WING WALL DRAWINGS IN S-SERIES SHEETS. 12.ALL TRANSVERSE REINFORCING SHALL BE NORMAL TO THE CENTERLINE OF THE BOX. 13.THE FILL HEIGHT IS THE DISTANCE MEASURED FROM THE TOP OF THE TOP SLAB TO THE TOP OF PAVEMENT. 14.ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4". 15.WHEN THE FILL HEIGHTS ARE LESS THAN OR EQUAL TO 2 FT, ALL REINFORCING BARS IN THE HEADWALL, ALL t1, w1, AND c1 REINFORCING BARS (SEE SECTION DRAWING AND REINFORCING TABLE), AND THE d1 BARS IN THE TOP MAT OF THE TOP SLAB SHALL BE EPOXY COATED. 16.FOR FILL HEIGHTS LESS THAN 2 FT, A WATERPROOFING MEMBRANE SHALL BE PROVIDED FOR THE TOP OF THE TOP SLAB AND 18 INCHES DOWN FROM THE TOP OF THE EXTERIOR WALLS. 17.FOR FILL HEIGHTS LESS THAN 2 FT, THE d1 BARS FOR THE BOTTOM MAT OF THE TOP SLAB SHALL BE AS FOLLOWS: DESIGN DATA:7TH EDITION, 2014, OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATI0NS f y = 60,000 PSI f'c= 4,500 PSI LOADING DATA: LIVE LOAD= AASHTO LRFD, HL-93 TRUCK, HL-93 TANDEM, COLORADO PERMIT TRUCK, AND NRL DEAD LOAD CASE 1: VERTICAL EARTH LOAD = 120 LBS/CF HORIZONTAL EARTH LOAD = 30 LBS/CF DEAD LOAD CASE 2: VERTICAL EARTH LOAD = 120 LBS/CF HORIZONTAL EARTH LOAD = 60 LBS/CF THRUST IS NOT CONSIDERED IN THIS DESIGN, I.E. THRUST = 0. WEARING SURFACE -12 INCHES THICK CONCRETE PAVEMENT. DEAD LOAD -TYPE 7 BARRIER. EXTREME HEADWATER TO DEPTH RATIO IS IN ACCORDANCE WITH THE CDOT DRAINAGE MANUAL. LIVE LOAD SURCHARGE ON EXTERIOR WALLS = 2 FT. OF EARTH BAR SIZE SPLICE LENGTH #4 1'-3" #5 1'-7" #6 2'-5" #7 2'-10" #8 3'-8" #9 4'-8" #10 5'-11" #11 7'-3" THE MINIMUM LAP SPICE LENGTH FOR BLACK REINFORCING BARS SHALL BE: BAR SIZE SPLICE LENGTH #4 1'-1" #5 1'-4" #6 1'-7" #7 1'-11" #8 2'-6" #9 3'-1" #10 3'-11" #11 4'-10" THE ABOVE SPLICE LENGTHS ARE FOR CLASS B SPLICES. BAR SIZE SPACING S 12'-0" TO 20'-0" #5 0'-6" GENERAL NOTES 1'-0"1'-0"Tt4"4"TOP SLAB REINF LENGTH OF CONCRETE BOX CULVERT (L) FINISHED SLOPE 2'-0" 3'-0" STIRRUPS @1'-0" #6 (6 TOTAL) #4@1'-0" BOTTOM SLAB REINF #6 (3 TOTAL) #4 CONT, PLACE AS SHOWN (2 TOTAL) #4 BY 2'-0" @ 1'-6" WHEN AN APRON IS REQUIRED ON THE OUTLET END (PROJECTED OUT 1'-0") 8"ON PLANS3'-0" MIN OR AS SPECIFIED3" CLR Tbc1 c2 w1 w2 .d1 BARS #4@1'-0", TYPEF OF ALL WALLS, CONTd1 BAR, TYP 12'-0 1/4" d1 BARS TOP SLAB: #4 @ 1'-0" FOR TOP MAT, SEE TABLE FOR BOTTOM MAT BOTTOM SLAB #4 @ 1'-0" (CONT.) FOR TOP AND BOTTOM MATS HEIGHTTbRTtWIDTH TW S TW3" CLR2" TYP2" TYP.2 1/2" CLEAR WHEN FILL HEIGHT IS ≤2'-0" t2@6"t1@6"TYP2" CLRb2@6"b1@6" h1 v1c1@6" TYP h2v2 c2@6" TYP w1@6" TYP v1w2@6" TYP v3OPTIONAL CONSTRUCTION JOINT, TYP t1 OR t2 b1 OR b2 CL CULVERT BEN T AN G LEH EAD W ALLZ BARS c1 c1 2 S1 1 S1 4 S1 (3) SAME SIZE AS Z BAR AT EACH END OF HEADWALL1'-0"TtZ CONT X v1+1'-0"BAR SIZE (#) X 4 5 6 7 8 9 EPOXY BLACK 2'-4"1'-11" 2'-10"2'-4" 3'-5"2'-10" 4'-1"3'-3" 5'-3"4'-3" 6'-8"5'-5"1. * SEE PLAN ON SHEET OU1 FOR LOCATION CONCRETE BOX CULVERT SIZE AND REINFORCING BOX SIZE S R HEIGHT WIDTH BOX CULVERT NAME* LAKE CANAL CULVERT A TRIC CULVERT A LAKE CANAL CULVERT B CULVERT H TRIC CULVERT B LAKE CANAL CULVERT C 15'-0" 15'-0"4'-0" 15'-0"4'-0" 15'-0"4'-0" 4'-0" 15'-0"4'-0" 15'-0"4'-0" 6'-6" 5'-11" 6'-6" 6'-6" 6'-6" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" SLAB & WALL THICKNESS Tt Tb TW 15"10"15" 11"10"12" 15"10"15" 10" 15"10"15" 15"10"15" BAR SIZES t1 & b1 t2 11"12"5'-11"16'-8" b2 w1 & w2 c1 c2 #4 #8 #8 #5 #8 #8 #4 #8 #8 #5 #8 #8 #4 #9 #9 #5 #7 #7 #4 #9 #9 #5 #7 #7 #4 #9 #9 #5 #7 #7 #4 #9 #9 #5 #7 #7 DIMENSIONS h1 h2 v1 v2 v3 6'-7" 6'-7" 6'-7" 6'-7" 6'-7" 6'-7" 3'-10" 3'-10" 3'-10" 3'-10" 3'-10" 3'-10" 7'-0"4'-3"2'-3" 6'-8"4'-9"2'-5" 7'-0"4'-3"2'-3" 7'-0"4'-3"2'-3" 7'-0"4'-3"2'-3" 6'-8"4'-9"2'-5" 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By:NOT FOR CONSTRUCTIONCOPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 1/10/2023 2:22:11 PMBIM 360://PNE01.25_Rudolph Farm_Ft Collins CO/PNE01.25_Rudolph Farm_Ft Collins CO_STRUCT_R21.rvtCONCRETE BOX CULVERTS (CAST-IN-PLACE) S1 1896-001 D. NAK S. HAMMANRUDOLPH FARMSCALE: 3/4" = 1'-0"3 CONSTRUCTION JOINT DETAIL FOR STAGED CONSTRUCTION SCALE: 3/4" = 1'-0"1 SECTION SCALE: 3/4" = 1'-0"4 SECTION SCALE: 3/4" = 1'-0"5 REINFORCING PLAN SCALE: 3/4" = 1'-0"2 SECTION (SEE SITE PLAN) SKEW ANGLE CONCRETE APRON, IF SPECIFIED ON PLANS APRON TOE WALL STATION FLOW LOCATION OF CBC TOE WALL(SEE SITE PLAN)ΘINLET APRON IS REQUIRED IF CBC IS USED AS AN ANIMAL PASS (S E E S IT E P L A N )L CL OF ROADWAY STATIONING CBC HEADWALL SKEWWED HEADWALL, IF SPECIFIED ON PLANS CONSTRUCTION JOINT (SEE SITE PLAN)L(SEE SITE PLAN)ΘCBC HEADWALL S2 1 EACH FACE: BARS PROJECT 1'-9" INTO WINGWALL STEM TO SPLICE WITH HORZ #4 BARS. FOR PIPES SEE M-601-10 (6) LONGITUDINAL #4 FOOTING BARS (TOP MAT), PROJECT 1'-9" MIN INTO CULVERT FLOOR. FOR PIPES SEE M-601-10 1'-9" 1'-9" #4 x DESIGN DATA AASHTO LRFO EIGHTH EDITION, 2017 DESIGN METHOD:LOAD AND RESISTANCE FACTOR DESIGN, YIELD LINE METHOD REINFORCED CONCRETE: CONCRETE CLASS D (BOX CULVERT): f'c= 4,500 PSI REINFORCING STEEL: fy = 60,000 PSI LOADING: AT-REST EARTH (FLUID) PRESSURE FOR CONCRETE STEM DESIGN = 55 PCF FOR 2 (MIN.) : 1 SLOPED BACKFILL ACTIVE EARTH (FLUID) PRESSURE FOR CONCRETE FOOTING DESIGN = 40 PCF FOR 2 (MIN.) : 1 SLOPED BACKFILL LIVE LOAD SURCHARGE = 2'-0" MINIMUM RESISTANCE FOR SOIL BEARING = 5.5 KSF SOIL BEARING RESISTANCE FACTOR = 0.45 GENERAL NOTES 1. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4" 2. WINGWALL FOOTING AND FLOOR OF BOX CULVERT SHALL BE PLACED MONOLITHICALLY. 3. DIMENSIONS "h", "k", "L", "m" AND ANGLE "Θ" FOR WINGWALL SHALL BE AS SHOWN ON THE PLANS. 4. MINIMUM CLASS B LAP SPLICE LENGTH FOR BLACK REINFORCING BARS: 5.DESIGN DOES NOT CONSIDER ANY SCOUR EFFECTS. 6.WINGWALL DRAIN SHALL BE REQUIRED IF "h" ≥12'-0". BAR SIZE SPLICE LENGTH #4 1'-6" #5 1'-11" #6 2'-3" #7 2'-7"6"F IL L S L O P E 2 (M IN ):1STEM 10"#5 PLACE ALONG TO POF WALL (2 TOTAL) CONCRETE SEALER AT FRONT 2" CLR #4@12" EF HORZ AND VERT . (6)#4 LONGITUDINAL TOP MAT SEE DETAIL (2)#4 LONGITUDINAL BOTTOM MAT 3 1/2" x 1 1/2" CONSTRUCTION KEY #4x2'-8"@12" PROJECT 1'-10" INTO STEM 3" CLR1'-0"2" CLR3'-0"8" 3" CLR #4@1'-0" #4 BARS 5" TYPICAL SECTION WITH TOE WALL WITH TOE WALL 3" CLR3'-0"APRON TOE WALL 8"6"3" CLR#4@1'-0". MIN 1'-0" #4x2'-0"@1'-0" QUANTITIES FOR TOE WALL ONLY CONCRETE 0.049 CY/FT REINFORCEMENT 5.1 LB/FT #4 BARS #4@9"3'-0"1'-8"4'-8"5'-9"2'-0"(SEE SITE PLAN) L PLAN ELEVATION10"1'-0"1'-10"CONTINUOUS CONCRETE FOOTING CONCRETE WING WALL 6"CONCRETE TOE WALL OR APRON CONTINUOUS CONCRETE FOOTING CONCRETE WING WALL CULVERT HEADWALL CULVERT TOE WALL 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By:NOT FOR CONSTRUCTIONCOPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 1/10/2023 2:22:11 PMBIM 360://PNE01.25_Rudolph Farm_Ft Collins CO/PNE01.25_Rudolph Farm_Ft Collins CO_STRUCT_R21.rvtTYPICAL WINGWALL FOR BOX CULVERTS S2 1896-001 D. NAK S. HAMMANRUDOLPH FARMSCALE: NOT TO SCALE2TYPICAL CULVERT LAYOUT SCALE: NOT TO SCALE1ENLARGED PLAN AT CULVERT CORNER SCALE: 3/4" = 1'-0"3 TYPICAL WING WALL SECTION SCALE: 1/4" = 1'-0"4 TYPICAL WING WALL DIMENSIONS PLAN AND ELEVATION