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HomeMy WebLinkAboutRUDOLPH FARMS INFRASTRUCTURE PROJECT - FDP220010 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANSINTERSTATE 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 127CS1COVER STEET1 NOVEMBER 2022CONTACT 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 CULVERT 1 & 2 PLAN & PROFILECANAL CULVERT SHEETS53 TRIC1 TRIC CULVERT A & B PLAN & PROFILE54 - 55LC1 - LC2LAKE CANAL CULVERT A PLAN & PROFILE56 LC3 LAKE CANAL CULVERT B & C PLAN & PROFILEPROJECTLOCATIONCity 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 theparapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surroundingdevelopments have used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the followingequation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) andmonumented as shown on Plat.Original Field Survery:Northern EngineeringProject No. 1896-001Date: November 2021Additional Field Survey:Northern EngineeringProject No. 1896-001Date: April 2022Northern EngineeringProject No. 1896-001Date: August 2022These plans have been reviewed by the City of Fort Collins for concept only. The reviewdoes not imply responsibility by the reviewing department, the City of Fort Collins Engineer,or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore,the review does not imply that quantities of items on the plans are the final quantitiesrequired. The review shall not be construed for any reason as acceptance of financialresponsibility by the City of Fort Collins for additional quantities of items shown that may berequired during the construction phase.DISCLAIMER STATEMENT:CERTIFICATION STATEMENT:UTILITY COMPANY* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility forthe accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility forlocating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center ofColorado (UNCC) at 811 for additional information.GAS---------------------- Xcel Energy------------------------------ Cory Thelen (970) 225-7843ELECTRIC-------------- City of Fort Collins Light & Power-- Cody Snowdon (970) 416-2306CABLE------------------- Comcast---------------------------------- Don Kapperman(970) 567-0425TELECOM.------------- Lumen/CenturyLink----------------------Shelly Bergstrom(720) 501-5803WATER------------------ ELCO------------------------------------- Randy Siddens (970) 493-2044WASTEWATER------- Boxelder Sanitation-------------------- Brian Zick (970) 498-0604STORMWATER------- City of Fort Collins Utilities----------- Heidi Hansen (970) 221-6854GREELEY WATER--- City of Greeley Water----------------- Monique Perez (970) 217-9455APPROVED:City Engineer:Approved SheetsDateWater & Wastewater UtilityApproved SheetsDateStormwater UtilityApproved SheetsDatePark Planning and DevelopmentApproved SheetsDateTraffic OperationsApproved SheetsDateEnvironmental PlannerApproved SheetsDateCity of Fort Collins, ColoradoUTILITY PLA N APP ROVALAPPROVED:APPROVED:APPROVED:APPROVED:APPROVED:UTILITY PLAN REVIEWEAST LARIMER COUNTY WATER DISTRICTUTILITY PLAN REVIEWBOXELDER SANITATION DISTRICTCITY OF GREELEY, COLORADOGRADING SHEETS57OG1OVERALL GRADING PLAN58 - 66G1 - G9GRADING PLANRAIN GARDEN SHEETS67 - 70RG1 - RG4RAIN GARDEN PLAN & DETAILSSTREET SHEETS71 - 72R1 - R2PROSPECT ROAD PLAN & PROFILE73 - 76R3 - R6CARRIAGE PARKWAY PLAN & PROFILE77 - 79R7 - R9STREET A PLAN & PROFILE80 - 81R10 - R11VIXEN DRIVE PLAN & PROFILE82 SG1PROSPECT ROAD STRIPING PLAN83 SG2PROSPECT ROAD ULTIMATE STRIPING PLAN84 - 85SG3 - SG4CARRIAGE PARKWAY STRIPING PLAN86SG5 SIGNAGE PLAN87 - 93XS1 - XS7CARRIAGE PARKWAY CROSS SECTIONS94 - 98XS8 - XS12PROSPECT ROAD CROSS SECTIONS99 - 100INT1 - INT2INTERSECTION DETAILSDETAIL SHEETS101 - 102D1 - D2UTILITY DETAILS103 - 105D3 - D5DRAINAGE DETAILS106 D6 SITE DETAILSDRAINAGE SHEETS107 - 115EC1 - EC9EROSION CONTROL PLAN116 - 117EC10 - EC11EROSION CONTROL DETAILS118 - 126DYN1 - DYN9DYNAMIC EROSION CONTROL PLAN127DR1 DEVELOPED DRAINAGE PLANCALL 2 BUSINESS 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 DISTRICT SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CS2 CONSTRUCTION NOTESGENERAL &2 A. GENERAL NOTES 1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2.All references to any published standards shall refer to the latest revision of said standard, unless specifically 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 of any work shown in these plans. 4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands 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 and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer 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 beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the 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 any utility 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 engineer to 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 is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties 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, a pre-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 sanitary sewer 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 Water Utility. 14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged 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 of Health, 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 onsite drainage 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 be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development 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 the City 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 November 2nd, 2022 by Northern Engineering shall be followed and implemented. 20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained 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 must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the 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 Permit is obtained, if applicable. 23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper 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 is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved 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 the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property 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 for roads 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 the Wild 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 tree removal 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 of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be 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 Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and 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's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction 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 these drawings, 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 for clarification, 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 and specifications, 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 the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 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 as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD88 City of Fort Collins Benchmark NO. 27-01 Northeast corner of C.R.5 and E. Prospect Road on the end block of a 15" diameter steel pipe. ELEV.=4918.13 City of Fort Collins Benchmark NO. 47-01 South side of Prospect Road where it intersects I-25, on the west end of the parapet wall to the bridge (B16 AM) over I-25, on a dept of highways brass cap. ELEV.=4934.13 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat. 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 like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 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 existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/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 before construction, 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 and workmanship 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 drainage structures 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 Drive CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(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 condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by 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 and debris from all drainage infrastructure and other public facilities. 9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport 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 and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or 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 the proper 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 and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material 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 whatever measures are determined necessary, as directed by the City. 16.For additional information see separate Stormwater Management Plan / Erosion Control Report for Rudolph Farm. B. Street Improvement Notes 1.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 shall be submitted for approval prior to placement of any asphalt. 3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be 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 the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut 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 as per the Right-of-Way Work Permit traffic control plan. 8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and 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 full depth 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 single axle 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 than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1.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 Construction Notes listed here. 2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5.All lane lines for concrete pavement should be epoxy paint. 6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of 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 identified during the field inspection must be corrected before the 2-year warranty period will begin. 12.The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13.Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2.All recommendations of the Final Drainage Report, dated November 2nd, 2022 by Northern Engineering shall be followed and implemented. 3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction. 2.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per City Water Detail 11A. INFILL AND REDEVELOPMENT NOTE A.Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, but additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and Construction Surveyor 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 YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CS3 COUNTY WATER DISTRICT NOTESEROSION CONTROL & EAST LARIMER3 STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS) General Erosion Control Requirements These notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater Criteria 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 the developing entity (here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control Criteria set forth in the Manual as an attempt to identify erosion, sediment, and other potential pollutant sources associated with these Construction Activities and preventing those pollutants from leaving the project site as an illicit discharge. Full City requirements and are outlined and clarified in the Manual under Chapter 4: Construction Control Measures and should be used to identify and define what is needed 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, the Development Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials are applicable to this project. 3.The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final stabilization 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 on this 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 those Initial Erosion Control Inspections well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin without delay. Failure to receive an on-site confirmation before construction activities commence is an automatic “Notice of Violation” and can result in further enforcement actions. 5.The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward properties. 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 a result 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 construction activities commencing. 8.As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures in addition, or different, to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures that are most effective with the current state and progress of construction. The Developer shall implement whatever measures are determined 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 inspections and 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 exceed the most restrictive language for City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution source 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 Construction Activity, Dewatering, Clean Water Act, Army Corps of Engineers’ 404 Wetlands Mitigation Permit, etc.) have been attained prior to the relevant 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, and self-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 plans for the site or site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector 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 legal authority. 15.As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot be justified. In these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of the Manual. 16.Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks during construction and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained by the contractor. 17.All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of their intended function. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location 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 greater protection than the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle alone on commercial construction sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied by 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 require the review and acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control Measures’ details shall be submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and effectiveness in accordance with sound engineering and hydrological practices Land disturbance, Stockpiles, and Storage of Soils 20.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be preapproved 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 vegetation shall be limited to the area required for immediate construction operations, and for the shortest practical period of time. This should include sequencing and phasing construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit grading to small areas. This should also include when practical advancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately after grading has occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilized condition. 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 to prevent 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 roughened condition at all times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil surface 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 surface roughening, watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code §12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no later than the completion of construction activities or abandonment of the project. All off-site stockpile storage locations in City limits shall have a stockpile permit from the City Engineering Department prior to using the area to store material. If frequent access from hardscape to the 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 required erosion Control Measures must be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, 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 be protected with Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the protection 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 construction activity 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 hardscape shall 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 sediment transport 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 temporary seeding 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 otherwise approved by the City Erosion Control Inspector. During a season when seeding does not produce vegetative cover, another temporary erosion 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 to the 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 Details for further clarification. Vehicle Tracking 32.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 adequate perimeter 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 is required. All inlets located near access points and affected by tracking activities shall be prevented from the introduction of sediment into the drainage system. 34.City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from any source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private property if there is a significant potential for migration of such pollutant. Therefore, all tracked or deposited materials (intentional or inadvertent) are not permitted to remain on the street or gutter and shall be removed and legally disposed of by the Developer in a timely and immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of code and shall not be permitted in the street 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 Erosion Control Inspector. Loading and Unloading Operations 36.The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site in close proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking, and sediment deposition that could impact water quality. Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals 37.Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material during routine 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 where practical. When not practical, they should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or stormwater runoff. Where not available, they shall be stored outside in a raised (high spots or on pallets), covered (plastic or tarped), and sealed (leak proof container) in secondary containment location. The secondary containment or other Control Measure shall be adequately sized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. Vehicle and equipment maintenance and fueling 39.Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel storage areas. This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage 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 Process 40.The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All required practices shall be implemented and additional ones shall be followed. These practices include watering 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 equipment 41.All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These Control Measures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash from leaving the Control Measure. If frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measure shall 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 not washing or dumping wash water on to the dirt or other uncontrolled locations. Dedicated Asphalt and concrete batch plants 43.Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed written request and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants that is to be used on site. Concrete Saw Cutting Materials 44.Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall prevent material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all material and shall have proper and legal disposal. Waste Materials Storage and Sanitary Facilities 45.Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of the wind and covered as able. Where not able to cover, locating said areas on the side of other structures to reduce exposure to winds, and follow maximum loading guidelines as marked on the container. The Developer is required to practice good housekeeping to keep the construction 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. These facilities shall also be located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material transport from leaving the local area. This consists of the facility being located, where practical, at least fifty (50) feet from any permanent or interim drainage ways. Other Site Operations and Potential Spill Areas 47.Spills: For those minor spills that; are less than the State’s reportable quantity for spills, stay within the permitted area, and in no way threaten any stormwater conveyance, notify the City of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. For any significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has been notified 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 City within 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 as these have proven to cause entrapment issues. Final stabilization and project completion 49.Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term maintenance 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 and per 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 Sections 12-130 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 as prescribed for drill seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes steeper than 3(H):1(V) or on other areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as two separate 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 applied tackifier. The use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded before vegetation has been established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an erosion mat or approved equal to ensure seed will be able to germinate on the steep slopes. During a season when seeding doesnot produce vegetative cover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanent erosion 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 Manual Chapter 4: Construction Control Measures. 57.The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been obtained. All Control Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed from the site. When any Control Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment and debris 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 Measure removed from the site. At that time the site will be considered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties. EAST LARIMER COUNTY WATER DISTRICT GENERAL NOTES FOR CONSTRUCTION Version: 12/2/2021 The following information is condensed from the current "Standard Construction Specifications for Water Mains" (Specification) as adopted by the East Larimer County Water District ('ELCO' or 'District') and is to be considered as such. In the 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 be manufactured 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 affected utility companies prior to commencing construction. Cost of repairs to any utility damaged during District waterline installation shall be the responsibility of the Contractor. 3.Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is 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 having applicable authority. 5. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature height 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 or appurtenance. The District shall have the right to remove any landscaping that violates this standard, at any time such landscaping is discovered, and shall 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 in advance 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 the Contractor 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 the proposed change indicated on a copy of the signed design drawings. Any field revision approved and installed shall also be accurately documented on the 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 Standard C900-16, "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 and surfaced 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 type with 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 shall be furnished with fusion bonded epoxy exterior coating and interior lining. All fitting connections to valves, fire hydrants or other MJ type connections shall 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" open left 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 plastic wrap, 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 grade equal 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 be placed and compacted under and around sides of the pipe per the pipe manufacturer's installation recommendations. 11. Backfill: Backfill of acceptable material shall be placed in 'lifts' of uniform horizontal layers not to exceed 6-inches of compacted depth per lift. Minimum 18" of compacted backfill above pipe must be in place before rolling mechanical equipment type compaction is to be used. Backfill shall be compacted to 95% of optimum density in roadway areas or per road authority's requirements, and 90% in fields or non-road locations. Backfill compaction testing frequency shall be at least one test per 100-lineal feet of pipeline length and at varying depths and locations in accordance with the requirements of the applicable road authority 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 accordance with District Specifications or as required per engineer's design. Thrust blocks shall be used only as required per field conditions and as approved or directed by the District field inspector. 13. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement 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), the cut 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 in areas 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 to be incorporated in the work, excavation, bedding, backfill, testing and all construction methods and practices of the installed facilities is equal to or better than 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's supervision. Upon passing chlorination testing, bacteriological testing will be completed by a State certified water quality control laboratory. Copies of all passing 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 the infrastructure is ready to be accepted by the District. Documentation required prior to issuance of Preliminary Acceptance includes but is not limited to bacteriological test report, flushing report, hydrotest report, compaction testing reports with map of test locations, statement of water line installation costs, As-built drawings and Record Drawings. Following receipt, review and acceptance by the District of these and other documents as may be required 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 the Contractor and identify, in red ink, on-site changes to the original design. As-Built Drawings shall be delivered to the District (electronically in PDF format or 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 accepted construction plans, as noted in the As-Built Drawings, including at a minimum, field dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances. The Contractor's surveyor shall survey in all fittings, valves, water service curb stops and other appurtenances so as to accurately document and create a final set of Record Drawings with water line, fitting and appurtenance locations that accurately represents the final, installed infrastructure. The Record Drawings shall be reviewed and accepted by the District prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District in electronic format as Adobe (PDF), AutoCAD and ArcView 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, installation workmanship and surface restoration for a period of two (2) years from date of Preliminary Acceptance. During this warranty period the Owner/Developer shall repair any defects in the work and maintain the work area. At the close of the two-year warranty period and upon satisfactory correction of any deficiencies 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 YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CS4 CITY OF GREELEY NOTES BOXELDER &4 F. BOXELDER GENERAL NOTES 1.Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor shall also notify all affected utility companies prior to commencing construction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor. 2.District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the District 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 than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the drawings of record in a three (3) ring binder. 3.Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property 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 all requirements 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 48 hours 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 is responsible 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 writing accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed 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 the approved drawings. Pipe 15” and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and larger shall 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 line installation. 11.Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded and compacted. Refer to force main desgin for force main bedding requirements. Trench shall be excavated to a depth below established grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe before other than 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 of acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with 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 other public or privately owned property is damaged or requires reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the appropriate governing authority. Private property will be returned to its original 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 District personnel 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 the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set forth in 17.Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the District's supervision. Upon passing, copies of all passing test results including soils compaction 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 two years from date of preliminary acceptance. During this warranty period the Developer shall promptly repair any defects in the 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. The lines 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 be provided 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 file equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewer system improvements shall also be submitted with the Drawings of Record. G. CITY OF GREELEY NOTES 1.All easements and rights-of-way crossing the City of Greeley easement are subject to the rights of said City of Greeley easement. 2.There shall be no permanent structures, concrete slabs, detention ponds, fences, walls, trees, or other landscaping or berms greater than 3 feet at mature growth, or other obstructions within the City of Greeley easement. No cover shall be removed 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 previously approved by the City of Greeley water & sewer department. All plans shall be submitted during the design phase at least two 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 or other operations, the excavation will be backfilled safely but surface restoration will not be done by/or at the expense of the City of Greeley. 5.Greeley water pipeline locations are approximate, contact the transmission line technician at 970-350-9320 72 hours in advance 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 any construction activities. 8.Greeley water line support at crossings shall be incorporated into the design if proposed utility crossing is below the water line using open trench construction. 9.Any irrigation lines and/or sprinkler systems located within Greeley easement requires contractor to provide Greeley a full set of landscaping & irrigation/sprinkler system plans for review and approval. Plans to be provided a minimum of 2 weeks prior 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 2020 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 12.0'TRAVEL LANE9.0'BIKE LANE8.5'5.0'PKWYS/W12.0'TRAVEL LANE5.0'S/W8.5'PKWY9.0'BIKE LANE12.0'TRAVEL LANE12.0'TURN LANE12.0'TURN LANE51.0' CL-FL 39.0' CL-FL 90.0' FL-FL 117.0' ROW 12.0'STRIPEDMEDIAN LANECARRIAGE PARKWAY STATION 10+67.98 TO 13+19.20 12.0'TRAVEL LANE9.0'BIKE LANE8.5'5.0'PKWYS/W5.0'S/W8.5'PKWY9.0'BIKE LANE12.0' 27.0' CL-FL 39.0' CL-FL 66.0' FL-FL 12.0'TURN LANETRAVEL LANE12.0'TURN LANE93.0' ROW 10.0'5.0'12.0'TURN LANE12.0'TRAVEL LANE3.0'BUFFER12.0'PKWYS/W5.0'S/W10.0'PKWY6.0'BIKE LANE27.0' CL-FL 27.0' CL-FL 54.0' FL-FL 84.0' ROW TRAVEL LANE3.0'BUFFER6.0'BIKE LANE10.0'5.0'11.0'TRAVEL LANE11.0'PKWYS/W5.0'S/W10.0'PKWY27.0' CL-FL 27.0' CL-FL 54.0' FL-FL 84.0' ROW TRAVEL LANE5.0'BIKE LANE3.0'5.0'3.0'BIKE LANEBUFFERBUFFER8.0'PARKING8.0'PARKINGCARRIAGE PARKWAY STATION 14+42.75 TO 15+00.51 CARRIAGE PARKWAY STATION 15+83.49 TO 18+03.49 CARRIAGE PARKWAY STATION 18+93.49 TO 41+09.82 22.0' CL-FL 22.0' CL-FL 44.0' FL-FL 71.0' ROW 12.0'TRAVEL LANE12.0'TRAVEL LANE10.0'8.5'5.0'PKWYSW8.5'PKWY5.0'SW10.0'PARKINGPARKINGVIXEN DRIVE LOCAL COMMERCIALTRAVEL LANEPKWYS/WS/WPKWY25.0' CL-FL 25.0' CL-FL 50.0' FL-FL 77.0' ROW TRAVEL LANEBIKE LANEBUFFERBUFFER10.0'5.0'8.5'5.0'3.0'7.0'PARKINGPARKINGBIKE LANE10.0'5.0'8.5'5.0'3.0'7.0' STREET A LOCAL INDUSTRIAL 12.0'BUFFER4.0'TRAVEL LANE14.0'TURN LANE12.0' 78.0' EOA-FL 59.5' CL-FL 18.5' EOA-CL 75.5' CL-ROW 12.0'TRAVEL LANE12.0'7.0'TURN LANE5.0'BUFFER3.0'SHOULDERBIKE LANETRAVEL LANE10.0'6.0'PKWYS/WPROSPECT ROAD STATION 16+80.92 TO 19+13.92 PROSPECT ROAD STATION 19+91.92 TO 21+91.92 12.0'BUFFER7.0'TRAVEL LANE5.0' 52.0' EOA-FL 41.5' CL-FL 57.5' CL-ROW 16.0'12.0'3.0'SHOULDERTRAVEL LANEBIKE LANE10.0'6.0'PKWYS/WBUFFERPROSPECT ROAD STATION 25+91.92 TO 27+61.37 12.3'TRAVEL LANE14.0'TURN LANE15.7' 78.0' EOA-FL 59.5' CL-FL 18.5' EOA-CL 75.5' CL-ROW 12.0'TRAVEL LANE12.0'7.0'5.0'3.0'SHOULDERBIKE LANETURN LANE10.0'6.0'PKWYS/WBUFFERBUFFERSheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CS5TYPICAL STREET SECTIONS5 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R ELEC C VAULT F.O. CT SS SS SS SS SS SSSSSSSSEEEEEEEEEFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVEEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSS SS SS SS SS SS SS SS SS SS S SS SOUTHEAST FRONTAGE ROADINTERSTATE 25CDOT 1012 SE FRONTAGE RD, FORT COLLINS IMAGO ENTERPRISES INC. 140 PALMER DR, FORT COLLINS WEST 1 4 CORNER SECTION 15-T7N-R68W FOUND 31 4" ALUMINUM CAP LS 17483 100-YEAR BOXELDER FLOODPLAIN FOUND #4 REBAR w/RPC, ILLEGIBLE REMOVE EXISTING CONCRETE DITCH CONCRETE FOUNDATION EXISTING ELECTIMNATH RESERVOIR INLET CANAL (TRIC) BOX EXISTING FIBER-OPTIC VAULT EXISTING ELECTIMNATH RESERVOIR INLET CANAL (TRIC)AL TO REMAIN NATURAL HABITAT FEATURE (RIPARIAN AREA) NATURAL HABITAT FEATURE (RIPARIAN AREA) NATURAL HABITAT FEATURE (AQUATIC RESOURCE) 100-YEAR BOXELDER FLOODPLAIN EX1 DEMOLITION PLANEXISTING CONDITIONS &6 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO EXISTING OVERHEAD UTILITY OHE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE 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 EXISTING SITE SURVEY. Original Field Survery: Northern Engineering Project No. 1896-001 Date: November 2021 Additional Field Survey: Northern Engineering Project No. 1896-001 Date: April 2022 Northern Engineering Project No. 1896-001 Date: August 2022 Earth Engineering Consultants, LLC Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1052027 Date: April 11, 2005 Addational Subsurface Exploration: Earth Engineering Consultants, LLC Supplemental Preliminary Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1222014 Date: June 03, 2022 EXISTING STREET LIGHT KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25MATCH LINE - SEE SHEET EX2MATCH LINE - SEE SHEET EX4 EX1 EX2 EX3 EX4 EX5 EX6 EX7 EX8 EX9 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R WWHY DH2O SSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSEE EEEEEEEWWXXX/ / / / / / / // / / / / / / / FOX GROVE HOA 4345 FOX GROVE DR, FORT COLLINS FOUND #4 REBAR w/OPC, LS 7839REMOVE EXISTING 18" RCPEXISTING 8" PVC EXISTING SANITARY MH EXISTING 8" WATERLINE SAWCUT & MATCH AT EXISTING ROADWAY EXISTING SANITARY LINE EXISTING 2-18" RCP STORM CULVERT TO REMAIN REMOVE EXISTING BARRICADES REMOVE EXISTING FIRE HYDRANT REMOVE EXISTING RIPRAP EXISTING SANITARY LINE REMOVE EXISTING RIPRAP REMOVE & RECONSTRUCT EXISTING CONCRETE DITCH 100-YEAR BOXELDER FLOODPLAIN 100-YEAR BOXELDER FLOODPLAIN EX2 DEMOLITION PLANEXISTING CONDITIONS &7 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO EXISTING OVERHEAD UTILITY OHE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE 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 EXISTING SITE SURVEY. Original Field Survery: Northern Engineering Project No. 1896-001 Date: November 2021 Additional Field Survey: Northern Engineering Project No. 1896-001 Date: April 2022 Northern Engineering Project No. 1896-001 Date: August 2022 Earth Engineering Consultants, LLC Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1052027 Date: April 11, 2005 Addational Subsurface Exploration: Earth Engineering Consultants, LLC Supplemental Preliminary Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1222014 Date: June 03, 2022 EXISTING STREET LIGHT KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EX1 EX2 EX3 EX4 EX5 EX6 EX7 EX8 EX9 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call RMATCH LINE - SEE SHEET EX3MATCH LINE - SEE SHEET EX1MATCH LINE - SEE SHEET EX5 WVWVWWELEC BRKR HY D HY DW FO util LID D S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSTSTFOFOFOWWWWWWWWWWWWWWWWGG/ / / / / / / // / / / / / / // / / / / / / /FOX GROVE HOA 4345 FOX GROVE DR, FORT COLLINS FOX GROVE HOA 4345 FOX GROVE DR, FORT COLLINS EXISTING STORM MH EXISTING SANITARY MH REMOVE EXISTING 18" RCP EXISTING SANITARY LINE EXISTING STORM LINE EXISTING 12" WATERLINE EXISTING FIBER-OPTIC LINE EXISTING GAS LINE EXISTING GAS LINE CENTER 1 4 CORNER SECTION 15-T7N-R68W FOUND 21 2" ALUMINUM CAP PLS 7839 FOUND #4 REBAR w/OPC, ILLEGIBLE EXISTING 2-18" RCP STORM CULVERT TO REMAIN REMOVE EXISTING RIPRAP REMOVE EXISTING BARRICADES EXISTING 12' ELCO WATERLINE EXISTING FIRE HYDRANT TO REMAIN EXISTING 18" CMP REMOVE EXISTING RIPRAP EXISTING 1.5' METAL LID POSSIBLE WELLHEAD REMOVE EXISTING RIPRAP REMOVE EXISTING CONCRETE DITCH REMOVE EXISTING FIRE HYDRANT EX3 DEMOLITION PLANEXISTING CONDITIONS &8 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO EXISTING OVERHEAD UTILITY OHE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE 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 EXISTING SITE SURVEY. Original Field Survery: Northern Engineering Project No. 1896-001 Date: November 2021 Additional Field Survey: Northern Engineering Project No. 1896-001 Date: April 2022 Northern Engineering Project No. 1896-001 Date: August 2022 Earth Engineering Consultants, LLC Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1052027 Date: April 11, 2005 Addational Subsurface Exploration: Earth Engineering Consultants, LLC Supplemental Preliminary Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1222014 Date: June 03, 2022 EXISTING STREET LIGHT KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EX1 EX2 EX3 EX4 EX5 EX6 EX7 EX8 EX9 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R MATCH LINE - SEE SHEET EX6MATCH LINE - SEE SHEET EX2 C CT VAULT F.O. ELEC ELEC TC C T VAULT F.O. C EEEEEEEEEEEEEEEEEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVEEEE E FOFOFOFOFOWWWW W W W W W W W W W W W W W W W W W / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /40' CITY OF GREELEY WATERLINE EASEMENTSOUTHEAST FRONTAGE ROADINTERSTATE 25L A K E C A N A L TI M N A T H R E S E R V O I R I N L E T C A N A L ( T R I C ) 75' TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20070023829 TO BE VACATED BY PLAT INTERSTATE 25EXISTING UNDERGROUND UTILITIES (REMOVED BY OTHERS) EXISTING CITY OF GREELEY 60" WATERLINE EXISTING ELECTIMNATH RESERVOIR INLET CANAL (TRIC) BOX EXISTING FIBER OPTIC BOX SECTION LINE NATURAL HABITAT FEATURE (RAPTOR NEST) EX4 DEMOLITION PLANEXISTING CONDITIONS &9 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO EXISTING OVERHEAD UTILITY OHE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE 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 EXISTING SITE SURVEY. Original Field Survery: Northern Engineering Project No. 1896-001 Date: November 2021 Additional Field Survey: Northern Engineering Project No. 1896-001 Date: April 2022 Northern Engineering Project No. 1896-001 Date: August 2022 Earth Engineering Consultants, LLC Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1052027 Date: April 11, 2005 Addational Subsurface Exploration: Earth Engineering Consultants, LLC Supplemental Preliminary Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1222014 Date: June 03, 2022 EXISTING STREET LIGHT KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EX1 EX2 EX3 EX4 EX5 EX6 EX7 EX8 EX9 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call RMATCH LINE - SEE SHEET EX5MATCH LINE - SEE SHEET EX7 MATCH LINE - SEE SHEET EX1 H2O 12 " S S 12 " S S W W W W W W W W W W W W W W W W W W W LAKE CANAL TIMNATH RESERVOI R I N L E T C A N A L ( T R I C ) EXISTING CITY OF GREELEY 60" WATERLINE EX5 DEMOLITION PLANEXISTING CONDITIONS &10 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO EXISTING OVERHEAD UTILITY OHE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE 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 EXISTING SITE SURVEY. Original Field Survery: Northern Engineering Project No. 1896-001 Date: November 2021 Additional Field Survey: Northern Engineering Project No. 1896-001 Date: April 2022 Northern Engineering Project No. 1896-001 Date: August 2022 Earth Engineering Consultants, LLC Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1052027 Date: April 11, 2005 Addational Subsurface Exploration: Earth Engineering Consultants, LLC Supplemental Preliminary Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1222014 Date: June 03, 2022 EXISTING STREET LIGHT KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EX1 EX2 EX3 EX4 EX5 EX6 EX7 EX8 EX9 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call RMATCH LINE - SEE SHEET EX6MATCH LINE - SEE SHEET EX8MATCH LINE - SEE SHEET EX4MATCH LINE - SEE SHEET EX2 8" SS8" SS8" SS8" SS8" SS8" SS8" SSG G G G G G G G G G G G G G G GGGGGGGGGGGGGGGGGT 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W8" W 8" WHYDHYDFESFESWWWWW POUDRE SCHOOL DISTRICT PROSPECT 6-12 SCHOOLS EXISTING 24" RCP EXISTING 8" WATERLINE REMOVE EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT REMOVE EXISTING BARRICADES REMOVE 114 LF OF EXISTING ROAD & CURB & GUTTER EX6 DEMOLITION PLANEXISTING CONDITIONS &11 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO EXISTING OVERHEAD UTILITY OHE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE 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 EXISTING SITE SURVEY. Original Field Survery: Northern Engineering Project No. 1896-001 Date: November 2021 Additional Field Survey: Northern Engineering Project No. 1896-001 Date: April 2022 Northern Engineering Project No. 1896-001 Date: August 2022 Earth Engineering Consultants, LLC Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1052027 Date: April 11, 2005 Addational Subsurface Exploration: Earth Engineering Consultants, LLC Supplemental Preliminary Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1222014 Date: June 03, 2022 EXISTING STREET LIGHT KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EX1 EX2 EX3 EX4 EX5 EX6 EX7 EX8 EX9 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R MATCH LINE - SEE SHEET EX9MATCH LINE - SEE SHEET EX5MATCH LINE - SEE SHEET EX3 6" W 6" W DD TRAFFIC VAULT TRAFFIC VAULT / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EEEEEEEEEEEEET VAULT F.O. C C VAULT F.O. T C ELEC ELEC ELEC FE SFE SFES FOFOFOFOFOCTVCTVCTVCTVCTVEEEEEEEEEFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVE E EEEEEEEEE E E E E E E E E EEE E E E E E E E E E D D D D DD VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWWWWWWWWWWWWWWWW W E E E E / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / PROSPECT ROADINTERSTATE 25/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EXISTING ELECTRIC BOX (REMOVED BY OTHERS) EXISTING FIBER-OPTIC VAULT (REMOVED BY OTHERS) EXISTING UNDERGROUND UTILITIES (REMOVED BY OTHERS) REMOVE AND RELOCATE EXISTING SIGN EXISTING 24" RCP STORM TO BE EXTENDED EXISTING 36" RCP STORM TO BE EXTENDED EXISTING 24" FES EXISTING CITY OF FORT COLLINS ELECTRIC EXISTING CITY OF FORT COLLINS LIGHT & POWER EQUIPMENT EXISTING EOA EXISTING EOA EXISTING STRIPING EXISTING 12" ELCO WATER LINE EX7 DEMOLITION PLANEXISTING CONDITIONS &12 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO EXISTING OVERHEAD UTILITY OHE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE 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 EXISTING SITE SURVEY. Original Field Survery: Northern Engineering Project No. 1896-001 Date: November 2021 Additional Field Survey: Northern Engineering Project No. 1896-001 Date: April 2022 Northern Engineering Project No. 1896-001 Date: August 2022 Earth Engineering Consultants, LLC Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1052027 Date: April 11, 2005 Addational Subsurface Exploration: Earth Engineering Consultants, LLC Supplemental Preliminary Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1222014 Date: June 03, 2022 EXISTING STREET LIGHT KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EX1 EX2 EX3 EX4 EX5 EX6 EX7 EX8 EX9 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call RMATCH LINE - SEE SHEET EX8MATCH LINE - SEE SHEET EX4 G G G G G XCTV CTV XC C H2O M W T 12 " S S 12 " S S 12 " S S 12 " S S FE SCONTROL IRR CONTROL IRR V.P.FE SVAULT F.O. ELECHYD GAS WEEEWWEEEEEEEEEXXEG/ / / / / / / // / / / / / / // / / / / / / /XXXFOFOFOGG GC ELEC VAULT F.O.CABLE CABLE HY D CELECEEEEEEEEFOFOCTVCTV E E E EEEEEEEEE EEEE E E E E E E E E E E E EEEEEFFE S VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC ELECELEC ELEC FO VAULT F.O. VAULT F.O. / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFO FO FO FO FO FO FO FO FO FOFOFOW WW WWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W WW W WW WWE E E E E E E E E XXCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CT V C T V C T V CTVCTVCTVCTVCTVCTV/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU G G G G G G XXX/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / 5' CITY OF FORT COLLINS PUBLIC UTILITY EASEMENT REC. NO. 92081548 TO BE VACATED BY PLAT PROSPECT ROAD LAKE CANAL LAKE CANAL/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / TIMNATH RESERVOI R I N L E T C A N A L ( T R I C ) ////// //////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / //////////////////////////////////////////////////////////////////////////////////////////////////////// EXISTING CONCRETE IRRIGATION STRUCTURES REMOVE EXISTING 8" WATERLINE EXISTING FIRE HYDRANT EXISTING 24" ADS STORM EXISTING UNDERGROUND UTILITIES (REMOVED BY OTHERS) EXISTING CITY OF GREELEY 60" WATERLINE REMOVE AND RELOCATE EXISTING UTILITY POLES, TYP. REMOVE EXISTING UTILITY POLE REMOVE AND RELOCATE EXISTING CABLE BOX REMOVE AND RELOCATE EXISTING FIBER OPTIC BOX REMOVE AND RELOCATE EXISTING ELECTRIC BOXES REMOVE AND REPLACE EXISTING CONCRETE BRIDGE REMOVE AND RELOCATE EXISTING ELECTRIC TRANSFORMERS EXISTING GAS LINE EXISTING FIBER-OPTIC LINE EXISTING 12" CMP EXISTING EOA EXISTING EOA EXISTING STRIPING LIMIT OF WATER LINE REMOVAL NATURAL HABITAT FEATURE (PRAIRIE DOG COLONY) NATURAL HABITAT FEATURE (PRAIRIE DOG COLONY)////////////////////////////////////////////////REMOVE AND REPLACE EXISTING WATER SERVICES BETWEEN MAIN AND METER EX8 DEMOLITION PLANEXISTING CONDITIONS &13 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO EXISTING OVERHEAD UTILITY OHE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE 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 EXISTING SITE SURVEY. Original Field Survery: Northern Engineering Project No. 1896-001 Date: November 2021 Additional Field Survey: Northern Engineering Project No. 1896-001 Date: April 2022 Northern Engineering Project No. 1896-001 Date: August 2022 Earth Engineering Consultants, LLC Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1052027 Date: April 11, 2005 Addational Subsurface Exploration: Earth Engineering Consultants, LLC Supplemental Preliminary Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1222014 Date: June 03, 2022 EXISTING STREET LIGHT KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EX1 EX2 EX3 EX4 EX5 EX6 EX7 EX8 EX9 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call RMATCH LINE - SEE SHEET EX9MATCH LINE - SEE SHEET EX5 MATCH LINE - SEE SHEET EX7 G G G G G G G G G G G G G G G G G CTV CTVCTVCTVCTV X XX CTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTV XXCTV CTVCTVCTVCTVCTV XXCTV CTV S H2O H2O H2O H2O H2O H2O H2O WV WV W S C W CCW E CABLE W W W W W W W W W W W W W W W WW W W W W SSSSSSSSSS WXV.P. V.P. V.P.V.P. CABLE MM C S MM H2O OHUOHUOHUSSSS M / / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /12" W12 " S S 12 " S S8" SS8" SS8" SS8" SS8" SS8" SS8" SSGGGGGGGGGGGGGGGGGGG12" SS12" SS12" SS12" SSG G G G G G G G G 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12 " S S 12 " S S 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W WF FW 12 " S S 12 " S S 12 " S S 12 " S S 12 " S S 12 " S S T8" W8" W8" W8" W8" W8" W8" WE E E E EEEEFE SFE S HY DELEC F.O. ELEC FOF.O.F.O. F.O.F.O. M H2O FO M / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFO FO FO FO FO FO FO FOW W W W WWWWWWWWWWWWWWWWE E E E E E E E E/ / / / / / / // / / / / / / // / / / / / / // / / / / / / / OHU OHU OHU G G G G G G G POUDRE SCHOOL DISTRICT PROSPECT 6-12 SCHOOLS PROSPECT ROAD TI M N A T H R E S E R V O I R I N L E T C A N A L ( T R I C ) / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / ///////////////////////////////////////////////////////////////////////////////////////////////////REMOVE EXISTING UTILITY POLE REMOVE AND RELOCATE EXISTING OVERHEAD UTILITIES UNDERGROUND EXISTING ELCO WATERLINE EXISTING GAS LINE EXISTING FIBER-OPTIC LINE EXISTING 12" CMP EXISTING 12" CMP LIMIT OF WATER LINE REMOVAL EXISTING CITY OF GREELEY 60" WATERLINE EXISTING 12" SANITARY SEWER NATURAL HABITAT FEATURE (PRAIRIE DOG COLONY) REMOVE AND REPLACE EXISTING WATER SERVICE BETWEEN MAIN AND METER EX9 DEMOLITION PLANEXISTING CONDITIONS &14 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO EXISTING OVERHEAD UTILITY OHE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE 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 EXISTING SITE SURVEY. Original Field Survery: Northern Engineering Project No. 1896-001 Date: November 2021 Additional Field Survey: Northern Engineering Project No. 1896-001 Date: April 2022 Northern Engineering Project No. 1896-001 Date: August 2022 Earth Engineering Consultants, LLC Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1052027 Date: April 11, 2005 Addational Subsurface Exploration: Earth Engineering Consultants, LLC Supplemental Preliminary Subsurface Exploration Report Prospect/I-25 Development EEC Project No. 1222014 Date: June 03, 2022 EXISTING STREET LIGHT KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EX1 EX2 EX3 EX4 EX5 EX6 EX7 EX8 EX9 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call RMATCH LINE - SEE SHEET EX8MATCH LINE - SEE SHEET EX6 FE SCONTROLIRR CONTROLIRR V.P.FE SDD D TRAFFICVAULT VAULTF.O. ELEC HY DTRAFFICVAULT GAS/ / / / / / / // / / / / / / /EEEEEEEXXXXEGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /WXXXXXFOFOELEC C VAULTF.O. CT C CT VAULTF.O. ELEC ELEC TC C T VAULTF.O. C ELEC ELECBRKR HY DHY D W ELEC FO H2O ELEC ELEC util LID ELEC FE SFE SFE SFE SFE SS S D S D S SS SS SS SS SS SS SS SS SS SS SSSSSTFOFOCTVCTVE EEEEEE E E E E FE SFE SHY DELEC D D D D DD VAULTELEC VAULTELEC VAULTELEC VAULTELEC VAULTELEC ELEC F.O. ELEC FOF.O.F.O. F.O.F.O. M H2OFO M ELEC ELECELEC ELEC FO VAULTF.O. VAULTF.O.FOFOFO FO FO FO FO FOWWWWWWWWWWWWWW W W W W W W W W W W W W WWWE E E E E X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / G G G SS SS SS SS S SS X/ / / / / / / // / / / / / / // / / / / / / /GGGG G G G GWELLWELL WWWCTVGGGGGGGCTVCTVCTV S S H2O H2O H2O H2O H2O H2O H2O WV WV W S C C C W CCW E CABLE MM C W M H2O WVWV W W W W W W SSSS SS SS SS SS C S CONTROLIRR V.P. V.P. V.P.V.P. CABLE MM C S MMM W T H2O M / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WW SB SB SB SB WWWW W W WWWWW8" SS8" SS8" SSG G G G G G G G G G GGGGGGGGG8" W8" W12" SSGGTTTT G G G 12" SS 12" SS 12 " S S TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W 8" W TSALPOLYNDUCTILEIRON 8" W 8" W 8" W 8" W TSALPOLYNDUCTILEIRON F F 12 " S S 12 " S S T8" W8" W/ / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / STRE E T A GREGG S SCHMIDTKE 4607 KITCHELL WAY, FORT COLLINS VI X E N D R I V E CAR RI A G E P K W Y POUDRE SCHOOL DISTRICT PROSPECT 6-12 SCHOOLS PROSPECT ROAD LAKE CANAL T R I C C A N A LSOUTHEAST FRONTAGE ROADINTERSTATE 25LOT 1 LOT 8 LOT 13 LOT 10 LOT 11 LOT 4 LOT 12 TRACT C TRACT B TRACT D TRACT A LOT 2TRACT E LOT 3 TRACT F LOT 5 TRACT H LOT 9 TRACT J TRACT I TRACT K TRACT L TRACT M TRACT N TRACT G TRACT O LOT 7 LOT 6 CONNECT TO EXISTING 8" WATER MAIN CONNECT TO EXISTING 12" WATER MAIN PROPOSED FIRE HYDRANT PROPOSED 8" WATER LINE PROPOSED 8" SANITARY LINE PROPOSED 15" SANITARY LINE (TYP.) PROPOSED 18" SANITARY LINE (TYP.) PROPOSED 8" SANITARY LINE (TYP.) CONNECT TO EXISTING 8" WATER MAIN CONNECT TO EXISTING 12" WATER MAIN PROPOSED 12" WATER LINE (TYP.) CONNECT TO EXISTING SANITARY MANHOLE EXISTING 60" GREELEY RAW WATER LINE (TYP.) PROPOSED 8" WATER LINE (TYP.) POND OUTLET 1 SEE SHEET ST6 POND OUTLET 2 SEE SHEET ST6 LAKE CANAL CULVER A SEE SHEET LC1 LAKE CANAL CULVERT B SEE SHEET LC3 LAKE CANAL CULVERT C SEE SHEET LC3 TRIC CULVERT A SEE SHEET TRIC1 TRIC CULVERT B SEE SHEET TRIC1 STORM DRAIN C SEE SHEET ST3 STORM DRAIN E SEE SHEET ST4 CULVERT H SEE SHEET ST7 STORM DRAIN F SEE SHEET ST5 STORM DRAIN G SEE SHEET ST5 POND CULVERT 1 SEE SHEET ST7 STORM DRAIN D SEE SHEET ST4 STORM DRAIN A SEE SHEET ST1 STORM DRAIN B SEE SHEET ST2 PROPOSED NON-POTABLE IRRIGATION LINE (TYP.) CONNECT TO EXISTING 6" WATER MAIN CONNECT TO EXISTING 12" WATER MAIN THOMAS J SKILLMAN 4608 KITCHELL WAY, FORT COLLINS PROPOSED NON-POTABLE PUMP HOUSE PROPOSED 8" WATER LINE (TYP.) PROPOSED REGIONAL TRAIL SANITARY LINE A2 (W) SEE SHEET SS6 SANITARY LINE A7 SEE SHEET SS8 SANITARY LINE A SEE SHEET SS3 SANITARY LINE A2 (E) SEE SHEET SS7 PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT EXITING 18" SANITARY SEWER CDOT 1012 SE FRONTAGE RD, FORT COLLINS IMAGO ENTERPRISES INC. 140 PALMER DR, FORT COLLINS FOX GROVE HOA 4345 FOX GROVE DR, FORT COLLINS FOX GROVE HOA 4345 FOX GROVE DR, FORT COLLINS STORM DRAIN C2 SEE SHEET ST3 NATURAL RESOURCE (RAPTOR NEST) NATURAL BUFFER (RAPTOR NEST) NATURAL BUFFER (DITCH BANK) 100-YEAR BOXELDER FLOODPLAIN 100-YEAR BOXELDER FLOODPLAIN PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT OU1 OVERALL UTILITY PLAN15 NORTH ( IN FEET ) 1 inch = ft. Feet0150150 150 300 450 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER 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 AND IMPROVEMENTS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP NATURAL HABITAT BUFFER EXISTING 60" CITY OF GREELEY WATER LINE W EXISTING STREET LIGHT KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R U1 U2 U3 U4 U5 U6 U7 U8 U9 ELEC C VAULT F.O. CT SS SS SS SS SS SSSSSSSSFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVEEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSS SS SS SS SS SS SS SS SS SS S SS SOUTHEAST FRONTAGE ROADINTERSTATE 25WELLWELLWELLWELLWELLWELLWELLWELLNPNPNPNPNPNPNPNPNPNP NP NP NP NP NPNPNP NP NP NP NP NP NP NP EXISTING FIBER OPTIC VAULT EXISTING ELECTRIC BOX EXISTING 10" PVC SANITARY SEWER PROJECT BOUNDARY LOT 8 TRACT I TRACT C TRACT B TRACT D TRACT A LOT 9 10' UTILITY EASEMENT PROPOSED WELL LINE (DESIGN BY OTHERS) PROPOSED NON-POTABLE WATER LINE (DESIGNED BY OTHERS) EXISTING CONCRETE FOUNDATION RE-ALIGNED CONCRETE CHANNEL CDOT 1012 SE FRONTAGE RD, FORT COLLINS IMAGO ENTERPRISES INC. 140 PALMER DR, FORT COLLINS 100-YEAR BOXELDER FLOODPLAIN 100-YEAR BOXELDER FLOODPLAIN PROPOSED REGIONAL TRAIL U1 UTILITY PLAN16 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET U2NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER 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 AND IMPROVEMENTS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP NATURAL HABITAT BUFFER EXISTING 60" CITY OF GREELEY WATER LINE W EXISTING STREET LIGHT SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127MATCH LINE - SEE SHEET U4 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25U1 U2 U3 U4 U5 U6 U7 U8 U9 H2O SSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSEE EEEEEEEWWXXXNP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP UGE UGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGE UD UD VAU L T E L EC VAULTELECVAULTELECUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEEEEE E E E E E E E E E EEEEEEEEEEEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGESSMH A7-4 SSMH A7-3 SSMH A7-2 SSMH A7-1 SSMH A2W-8 8 " P V C 8 " PVC 8 " PVC PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 9' U T I L I T Y E A S E M E N T 9' U T I L I T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T PROJECT BOUNDARY 9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT 71' ROW 44' FL-FL 77' ROW 50' FL-FL LOT 9 LOT 12 TRACT I TRACT L 5' S IDEWALK 5' S I D E W A L K 5' S I D E W A L K 5' SI D E W A L K 5' SI D E W A L K STR E E T A VI X E N D R I V E PROPOSED FIRE HYDRANT STORM DRAIN F SEE SHEET ST5 RAIN GARDEN 4 SEE SHEET RG4 WATER LINE A2 SEE SHEET WT10 SANITARY LINE A6 SEE SHEET SS8 WATER LINE A1 SEE SHEET WT7 WATER LINE A2 SEE SHEET W9 CONNECT TO EXISTING 8" PVC WATER LINE PROPOSED NON-POTABLE WATER LINE (DESIGNED BY OTHERS) SANITARY LINE A6 SEE SHEET SS8 RE-ALIGNED CONCRETE CHANNEL FOX GROVE HOA 4345 FOX GROVE DR, FORT COLLINS 100-YEAR BOXELDER FLOODPLAIN PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D4 PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D4 PROPOSED 4' CONCRETE SIDEWALK CULVERT SEE SHEET D5 8" PVC8" PVC8" PVC 8" P V C 8 " PVC 8" PVC 8" PV C U2 UTILITY PLAN17 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET U3NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER 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 AND IMPROVEMENTS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP NATURAL HABITAT BUFFER EXISTING 60" CITY OF GREELEY WATER LINE W EXISTING STREET LIGHT SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25U1 U2 U3 U4 U5 U6 U7 U8 U9 MATCH LINE - SEE SHEET U1MATCH LINE - SEE SHEET U5 WVWV ELEC BRKR HY D W FO util LID D S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSTSTFOFOFOWWWWWWWWWWWWWWWWGGNP NP NP NP NP NP NP NP NP NP NP NPNPNPNPNPNPNPNPNPNPNPNPNPNPUGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUD UD UD UD U D U DUD UD UD UDVAULT10' X 10' ELECEEEUGE SSMH A12 SSMH A11 SSMH A10 SSMH A9 SSMH A8 8" PVC 8" PVC 8" PVC 8" PVC 8 " PVC PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 9' UTILITY EASEMENT9' UTILITY EASEMENTPROJECT BOUNDARY 9' UT IL ITY EASEMENT 9' U TI LI T Y E A S E M E N T 9' UTILITY EASEMENT 84' ROW 54' FL-FL LOT 13 LOT 12 TRACT L TRACT M TRACT N5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' S IDEWALK CARRIAGE PARKWAYCARRIAGE PARK WAY EXISTING 12" ELCO WATER LINE EXISTING FIRE HYDRANT STORM DRAIN G SEE SHEET ST5 CULVERT 1 SEE SHEET ST7 TRACT O PROPOSED NON-POTABLE IRRIGATION LINE (BY OTHERS) RAIN GARDEN 4 SEE SHEET RG4 RAIN GARDEN 5 SEE SHEET RG4 THOMAS J SKILLMAN 4608 KITCHELL WAY, FORT COLLINS WATER LINE A SEE SHEET WT4 SANITARY LINE A SEE SHEET SS3 STORM DRAIN B SEE SHEET ST2 RE-ALIGNED CONCRETE CHANNEL RE-ALIGNED CONCRETE CHANNEL FOX GROVE HOA 4345 FOX GROVE DR, FORT COLLINS FOX GROVE HOA 4345 FOX GROVE DR, FORT COLLINS PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D4 PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D4 PROPOSED 4' CONCRETE SIDEWALK CULVERT SEE SHEET D5 12" PVC12"PVCR=617.00'12" PVC8" PVC PROPOSED AIR RELEASE VALVE (ARV) PROPOSED AIR RELEASE VALVE (ARV) U3 UTILITY PLAN18 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER 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 AND IMPROVEMENTS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP NATURAL HABITAT BUFFER EXISTING 60" CITY OF GREELEY WATER LINE W EXISTING STREET LIGHT SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127MATCH LINE - SEE SHEET U6 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25U1 U2 U3 U4 U5 U6 U7 U8 U9 MATCH LINE - SEE SHEET U2 C CT VAULT F.O. ELEC ELEC TC C T VAULT F.O. CFOFOFOFOFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVWW WW W W W W W W W W W W W W W W W W W/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SOUTHEAST FRONTAGE ROADINTERSTATE 25GGN PNPNPNPN P N P N P N P N P N P N P N P N P N P NPNPNPNPNP NPNPNPNPNPN P N P NP NP N P N P N P N P N P N P N P N P N P N P N P N PNPNPNPNPNPNP NPNPNPN P N P N P N P NP NP UD UD UD UD UD UD UD UD UD UD UD UD UDUDUGEUGEUGE UGE UGE UGE VAULTELEC VAULTELECUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGE UGE SSMH A2W-5 (DROP MANHOLE) SSMH A2W-7 SSMH A2W-6 8" PVC 8" PVCPROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 9' UTILITY EASEMENT9' UTILITY EASEMENTPROJECT BOUNDARY 50' FL -FL 77' ROW WATER LINE A1 SEE SHEET WT6 LOT 1 LOT 8 TRACT F TRACT H TRACT J EXISTING 60" GREELEY RAW WATER LINE 5' SIDEWALK5' SIDEWALKSTREET A40' WATERLINE EASEMENT TOP OF DITCH (TYP.) 10' UTILITY EASEMENT L A K E C A N A L T R I C C A N A L PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D4 PROPOSED 4' CONCRETE SIDEWALK CULVERT SEE SHEET D5 PROPOSED 20' CONCRETE SIDEWALK CULVERT SEE SHEET D5 PROPOSED 20' RIBBED CONCRETE RUNDOWN w/ 20'x6' SCOUR-STOP SEE SHEET D4 LAKE CANAL CULVERT C SEE SHEETLC3 TRIC CULVERT B SEE SHEET TRIC1 POND CULVERT 2 SEE SHEET ST7 RAIN GARDEN 2 SEE SHEET RG2 RAIN GARDEN 3 SEE SHEET RG3 SANITARY LINE A2 (W) SEE SHEET SS5 PROPOSED NON-POTABLE WATER LINE (DESIGNED BY OTHERS) PROPOSED NON-POTABLE WATER LINE (DESIGNED BY OTHERS) PROPOSED NON-POTABLE PUMP HOUSE (DESIGNED BY OTHERS) 60' DITCH EASEMENT PROPOSED REGIONAL TRAIL PROPOSED PEDESTRIAN BRIDGE WATER LINE C SEE SHEET WT13 8" PV C 8" PVC8" PVC8" PVC8" PVC8" PVCPROPOSED AIR RELEASE VALVE (ARV) PROPOSED AIR RELEASE VALVE (ARV) PROPOSED AIR RELEASE VALVE (ARV) CONNECT TO EXISTING WATER LINE U4 UTILITY PLAN19 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET U5NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER 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 AND IMPROVEMENTS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP NATURAL HABITAT BUFFER EXISTING 60" CITY OF GREELEY WATER LINE W EXISTING STREET LIGHT SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127MATCH LINE - SEE SHEET U7 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25U1 U2 U3 U4 U5 U6 U7 U8 U9 MATCH LINE - SEE SHEET U1 H2O 12 " S S 12 " S S W W W W W W W W W W W W W W W W W W W NP NP NP NP NP NP NP NP NPNPNPNP NP UD UD UD UD UD UD UD UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UD VAULT10' X 10' ELECUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEEEEEESSMH A2W-8 SSMH A4 (DROP MANHOLE) SSMH A6 SSMH A5 12" P V C 12" PVC 12" PVC 8" PV C 8 " PVC PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT 77' ROW 50' FL-FL 84' ROW 54' FL-FL LOT 10 LOT 11 TRACT F TRACT J TRACT K EXISTING 60" GREELEY RAW WATER LING 5' S IDEWALK 5' S IDEWALK 5' SI D E W A L K 5' SI D E W A L K STR E E T A CAR RI A G E P A R K W A Y VIXEN DR IVE 5' SI D E W A L K 5' SI D E W A L K 40' WATER LINE EASEMENT LAKE CANAL TRIC CANAL STORM DRAIN B SEE SHEET ST2 LAKE CANAL CULVERT B SEE SHEET LC3 PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D4 PROPOSED 4' CONCRETE SIDEWALK CULVERT SEE SHEET D5 POND OUTLET 2 SEE SHEET ST6 TRIC CULVERT A SEE SHEET TRIC1 STORM DRAIN A SEE SHEET ST1 RAIN GARDEN 3 SEE SHEET RG3 RAIN GARDEN 4 SEE SHEET RG4 WATER LINE A1 SEE SHEET WT7 SANITARY LINE A2 (W) SEE SHEET SS6 WATER LINE A2 SEE SHEET W9 WATER LINE A SEE SHEET WT2 SANITARY LINE A SEE SHEET SS2 PROPOSED NON-POTABLE WATER LINE (DESIGNED BY OTHERS) SANITARY LINE A6 SEE SHEET SS8 70' DITCH EASEMENT 12" P V C 12"PVCR=583.00'8" PVC 8" PV C 8" PV C PROPOSED AIR RELEASE VALVE (ARV) U5 UTILITY PLAN20 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET U6NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER 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 AND IMPROVEMENTS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP NATURAL HABITAT BUFFER EXISTING 60" CITY OF GREELEY WATER LINE W EXISTING STREET LIGHT SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127MATCH LINE - SEE SHEET U8 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25U1 U2 U3 U4 U5 U6 U7 U8 U9 MATCH LINE - SEE SHEET U4MATCH LINE - SEE SHEET U2 8" SS8" SS8" SS8" SS8" SS8" SS8" SSG G G G G G G G G G G G G G G GGGGGGGGGGGGGGGGGT 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W8" W 8" WHYDFESFESWWWWWUGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUD UD UD UDVAUL TELEC VAU L T E L EC VAU LT E LEC UGEUGEUGEUGEUGE UGE UGE UGEEEE SSMH A9 SSMH A8 SSMH A7 8" PVC 8" P V C 8 " PVC PROPOSED FIRE HYDRANT9' UT IL ITY EASEMENT 9' U TI LI T Y E A S E M E N T 9' UTILITY EASEMENT TRACT M TRACT N 5' SIDEWALK5' SIDEWALK 5' S IDEWALK 5' S IDEWALK CARRIAGE PARK WAY VIXEN DR IVE POUDRE SCHOOL DISTRICT PROSPECT 6-12 SCHOOLS CULVERT 1 SEE SHEET ST7 RAIN GARDEN 4 SEE SHEET RG4 RAIN GARDEN 5 SEE SHEET RG4 GREGG S SCHMIDTKE 4607 KITCHELL WAY, FORT COLLINS STORM DRAIN B SEE SHEET ST2 WATER LINE A SEE SHEET WT3 SANITARY LINE A SEE SHEET SS2 WATER LINE A2(E) SEE SHEET W9 CONNECT TO EXISTING 8" PVC WATER LINE SANITARY LINE A6 SEE SHEET SS8 EXISTING 8" PVC WATER LINE EXISTING FIRE HYDRANT EXISTING 24" RCP STORM CULVERT 12"PVCR=617.00'12" P V C8" PVC PROPOSED AIR RELEASE VALVE (ARV) U6 UTILITY PLAN21 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER 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 AND IMPROVEMENTS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP NATURAL HABITAT BUFFER EXISTING 60" CITY OF GREELEY WATER LINE W EXISTING STREET LIGHT SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127MATCH LINE - SEE SHEET U9 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25U1 U2 U3 U4 U5 U6 U7 U8 U9 MATCH LINE - SEE SHEET U5MATCH LINE - SEE SHEET U3 6" W 6" W DD TRAFFIC VAULT TRAFFIC VAULT / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EEEEEEEEEEEEET VAULT F.O. C ELEC ELEC FE SFE SFESE E EEEEEEEEE E E E E E E E E E D D D D DD VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC WWWWWWWWWWWWWWWWWWWWWW W E E E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /GGGGGGGGGGGGGG G G G G G G G G GNPN P N P NP NP N P N PNP NPNPNPNPNPNPNPNPNP NPNPNPN P N P N P N P N P NP NP NP NPNP NP NP UDUDUDU D U D U D UD UD U D UDUD UD UGE UGE UGE UGE UGE UGE UGE UGE UGEVAULTELEC UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGEUGEUGEUGEUGEUGEU G E U G E UG E UGE UGE UGEUGEUGEUGEUGESSMH A2W-3 SSMH A2W-2 SSMH A2W-1 1 5 " P V C 15 " PVC PROPOSED FIRE HYDRANT 9' UTILITY EASEMENT9' UTILITY EASEMENT50' FL -FL 77' ROW WATER LINE A1 SEE SHEET WT6 LOT 2 LOT 1 LOT 4 TRACT E TRACT F S T R E E T A5' S IDEWALK 5' S IDEWALK 6' SIDEWALK EXISTING 30' UTILITY EASEMENT 30' UTILITY EASEMENT PROSPECT ROAD POND OUTLET 1 SEE SHEET ST6 STORM DRAIN D SEE SHEET ST4 RAIN GARDEN 1 SEE SHEET RG1 SANITARY LINE A2 (W) SEE SHEET SS4 PROPOSED NON-POTABLE WATER LINE (DESIGNED BY OTHERS) PROPOSED REGIONAL TRAIL STORM DRAIN C SEE SHEET ST3 STORM DRAIN C2 SEE SHEET ST3 WATER LINE C SEE SHEET WT13 WATER LINE A1 SEE SHEET WT58" PVC8" PVC 8" P V C 8" PVC PROPOSED AIR RELEASE VALVE (ARV) PROPOSED AIR RELEASE VALVE (ARV) U7 UTILITY PLAN22 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET U8NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER 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 AND IMPROVEMENTS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP NATURAL HABITAT BUFFER EXISTING 60" CITY OF GREELEY WATER LINE W EXISTING STREET LIGHT SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25U1 U2 U3 U4 U5 U6 U7 U8 U9 MATCH LINE - SEE SHEET U4 G G G G G XCTV CTV XC C H2O M W T 12 " S S 12 " S S 12 " S S 12 " S S FE SCONTROL IRR CONTROL IRR V.P.FE SVAULT F.O. ELECHYD GAS WEEEWWEEEEEEEEEXXEG/ / / / / / / // / / / / / / // / / / / / / /XXXFOFOFOGG GELEC E E E EEEEEEEEE EEEE E E E E E E FFE S ELEC ELEC ELECELEC ELEC FO VAULT F.O. VAULT F.O. FO FO FO FO FO FO FO FO FO FOFOFOW W W W W W W W W W W W W W W W W W W W W W W WWE E E E E E E E E XXG G G G G G XXX/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / G G G G G G G G NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP N P N P N P NP NP NP NP NP NP UD UD UD UD UD UD UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEWAY 2 32 1 WAY 1 3 21 WAY 3 3 21 WAY 4 3 21 WAY 5 32 1 VAULT ELEC VAULT ELEC VAULT ELEC VAULT10' X 10' ELECUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEWWSSMH A2 (DROP MANHOLE) EX SSMH A SSMH A1 18" PVC 18" PVC 15" PVC PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT 84' ROW 54' FL-FL 77' ROW50' FL-FL LOT 2 LOT 3 LOT 5 LOT 4 TRACT F TRACT K EXISTING 60" GREELEY RAW WATER LING STREET A CARRIAGE PARKWAY5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 6' SIDEWALK 40' WATER LINE EASEMENT 30' UTILITY EASEMENT PROSPECT ROAD LAKE CANAL TRIC CANAL LAKE CANAL CULVERT B SEE SHEET LC3 STORM DRAIN C SEE SHEET ST3 POND OUTLET 2 SEE SHEET ST6 LAKE CANAL CULVERT A SEE SHEET LC1 TRIC CULVERT A SEE SHEET TRIC1 STORM DRAIN E SEE SHEET ST4 WATER LINE A1 SEE SHEET WT5 WATER LINE A1(E) SEE SHEET WT8 SANITARY LINE A2 (W) SEE SHEET SS4 PROPOSED NON-POTABLE WATER LINE (DESIGNED BY OTHERS) CONNECT TO EXISTING 12" PVC WATER LINE CONNECT TO EXISTING 6" PVC WATER LINE SANITARY LINE A2 (E) SEE SHEET SS7 WATER LINE A SEE SHEET WT1 WATER LINE B SEE SHEET WT11 WATER LINE B1 SEE SHEET WT12 CITY OF FORT COLLINS SWITCH GEAR 50' LAKE CANAL EASEMENT RAIN GARDEN 1 SEE SHEET RG1 PROPOSED 4' CONCRETE SIDEWALK CULVERT SEE SHEET ## LOT 7 LOT 6 PROPOSED FIRE HYDRANT PROPOSED TEMPORARY FIRE HYDRANT PROPOSED TEMPORARY FIRE HYDRANT SSMH A3 STORM DRAIN C2 SEE SHEET ST3 70' DITCH EASEMENT 65.2' DITCH EASEMENT 12" PVC 1 2 " P V C 12" PVC 8" PVC PROPOSED 15' RIBBED CONCRETE RUNDOWN w/ 15'x6' SCOUR-STOP SEE SHEET D4 WATER LINE A SEE SHEET WT1 12" PVC8" PVC 8" PVC PROPOSED FIRE HYDRANT PROPOSED AIR RELEASE VALVE (ARV) PROPOSED AIR RELEASE VALVE (ARV) PROPOSED AIR RELEASE VALVE (ARV) PROPOSED AIR RELEASE VALVE (ARV)PROPOSED AIR RELEASE VALVE (ARV) U8 UTILITY PLAN23 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET U9NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER 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 AND IMPROVEMENTS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP NATURAL HABITAT BUFFER EXISTING 60" CITY OF GREELEY WATER LINE W EXISTING STREET LIGHT SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 MATCH LINE - SEE SHEET U5 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25U1 U2 U3 U4 U5 U6 U7 U8 U9 MATCH LINE - SEE SHEET U7 G G G G G G G G G G G G G G G G G CTV CTVCTVCTVCTV X XX CTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTV XXCTV CTVCTVCTVCTVCTV XXCTV CTV S H2O H2O H2O H2O H2O H2O H2O WV WV W S C W CCW E CABLE W W W W W W W W W W W W W W W WW W W W W SSSSSSSSSS WXV.P. V.P. V.P.V.P. CABLE MM C S MM H2O OHUOHUOHUSSSS M / / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /12" W12 " S S 12 " S S8" SS8" SS8" SS8" SS8" SS8" SS8" SSGGGGGGGGGGGGGGGGGGG12" SS12" SS12" SS12" SSG G G G G G G G G 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12 " S S 12 " S S 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W F F 12 " S S 12 " S S 12 " S S 12 " S S 12 " S S 12 " S S T8" W8" W8" W8" W8" W8" W8" WE E E E EEEEFE SFE S HY DELEC F.O. ELEC FOF.O.F.O. F.O.F.O. M H2O FO M FOFOFOFOFO FO FO FO FO FO FO FOW W W W WWWWWWWWWWWE E E E E E E E E/ / / / / / / // / / / / / / // / / / / / / // / / / / / / / G G G G G G G / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / UGE UGE UGE UGE WEXISTING 60" GREELEY RAW WATER LING POUDRE SCHOOL DISTRICT PROSPECT 6-12 SCHOOLS PROSPECT ROAD T R I C C A N A L CONNECT TO EXISTING 12" PVC WATER LINE WATER LINE B SEE SHEET WT12 PROPOSED 4' CONCRETE SIDEWALK CULVERT SEE SHEET ## POUDRE SCHOOL DISTRICT PROSPECT 6-12 SCHOOLS LOT 7 12" PVC U9 UTILITY PLAN24 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET U8NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER 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 AND IMPROVEMENTS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP NATURAL HABITAT BUFFER EXISTING 60" CITY OF GREELEY WATER LINE W EXISTING STREET LIGHT SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 MATCH LINE - SEE SHEET U6 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25U1 U2 U3 U4 U5 U6 U7 U8 U9 WWWWW9' UTILITY EASEMENT GGGUD84' ROW 77' ROWSTREET ACARRIAGE PARKWAY 5' SIDEWALK PROSPECT ROADSTA.=18+03.68 BEGIN HORIZ. DEFLECTION STA.=18+98.57 END WATER LINE LOWERING STORM DRAIN C SEE SHEET ST3 LAKE CANAL CULVERT B SEE SHEET LC3 TRIC CULVERT A SEE SHEET TRIC1 WATER LINE A1 SEE SHEET WT5 WATER LINE A1 (E) SEE SHEET WT8 54' FL-FL 50' FL-FL 40' WATER LINE EASEMENT WATER LINE B SEE SHEET WT11 EXISTING 60" GREELEY WATER MAIN STORM DRAIN A SEE SHEET ST1 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK TRACT G LOT 4 LOT 3 TRACT F LOT 5 TRACT J TRACT K SANITARY LINE A SEE SHEET SS1 STA.=10+00.00 REMOVE STUB & CONNECT TO EXISTING WATER LINE 12"x12" TEE w/MJR 2 - 12" GV (N. E) 29.50 LF 12" PVC N00°00'36"E 404.29 LF 12" PVC N00°00'36"E 9.55 LF 12" PVC N00°00'36"E 15.17 LF 12" PVC N00°00'36"E 81.24 LF 12" PVC N00°00'36"E 26.42 LF 12" PVC N00°00'36"E 175.52 LF 12" PVC N00°00'36"E 18.08 LF 12" PVC N00°00'36"E 8.25 LF 12" PVC N00°00'36"E 5.33 LF 12" PVC N00°00'36"E 30.34 LF 12" PVC N00°00'36"E STA. 10+29.50 12"x6" TEE w/ MRJ 1 - 12" BFV (N) 1 - 6" GV (E) 1 - FH ASSEMBLY (E) N:123698.42 E:217120.73 STA. 14+33.79 CONNECT TO WATER LINES A1 & A1(E) 12"x8" CROSS 1 - 12" BFV (S) 2 - 8" GV (E, W) N:124102.71 E:217120.80 STA. 16+09.30 12"x6" TEE w/ MRJ 1 - 12" BFV (N) 1 - 6" GV (E) 1 - FH ASSEMBLY (E) N:124278.23 E:217120.83 STA. 16+39.64 1 - 12" ARV N:124308.57 E:217120.83 STA. 16+54.81 BEGIN WATER LINE LOWERING N:124323.73 E:217120.84 STA. 16+64.36 BEGIN 24" STEEL CASING N:124333.28 E:217120.84 STA. 17+45.60 END 24" STEEL CASING N:124414.52 E:217120.85 STA. 17+53.85 END WATER LINE LOWERING N:124422.77 E:217120.85 STA. 17+59.18 1 - 12" ARV N:124428.11 E:217120.86 STA. 17+85.60 1 - 12" BFV N:124454.52 E:217120.86 1896-001_Water A 4895 4900 4905 4910 4915 4920 4925 4930 4935 4895 4900 4905 4910 4915 4920 4925 4930 4935 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0019+50 81.24 LF EX - 24" STEEL CASINGSTA. 18+97.72END WATER LINELOWERINGPROPOSED GROUND EXISTING GROUND 18" 20" 18" (MIN.)STA. 10+00.00CONNECT TO WATER LINE B12"x12" TEE w/ MRJ2 - 12" BFV (N, E)L_r=54' (N)L_r=151 (E, W)T.O.P.=4907.72STA. 10+29.5012"x6" TEE w/MRJ1 - 12" BFV (N)L_r=151'(N, S)1 - 6" GV (E)1 - FH ASSEMBLY (E)RESTRAIN ALL JOINS (E)T.O.P.=4907.90STA. 14+33.79CONNECT TO WATER LINESA1 & A1 (E)12"x8" CROSS1 - 12" BFV w/ MRJ (S)L_r=154' (N, S)2 - 8" GV w/ MRJ(E, W)L_r=106' (E, W)T.O.P.=4910.82STA. 16+64.36BEGINE 24"STEEL CASINGT.O.P.=4904.85STA. 16+54.81BEGIN WATERLINE LOWERINGT.O.P.=4912.40STA. 17+45.60END 24"STEEL CASINGT.O.P.=4904.85STA. 17+85.601 - 12" BFV w/MRJL_r=105' (N, S)T.O.P.=4911.10STA. 16+09.3012"x6" TEE w/ MRJ1 - 12" BFV (N)L_r=134' (S, N)1 - 6" GV (E)1 - FH ASSEMBLY (E)RESTRAIN ALL JOINTS (E)T.O.P.=4912.40STA. 17+53.85END WATERLINE LOWERINGT.O.P.=4911.10STA. 17+59.181 - 12" ARVT.O.P.=4911.10STA. 16+39.641 - 12" ARVT.O.P.=4912.41STA. 18+03.68BEGIN HORIZ.DEFLECTIONT.O.P.=4911.1012" PVC12" PVC12" PVC12" PVC 12" PVC 12" PVC12" PVC STA. 16+62.445.0° BENDL_r=7'T.O.P.=4904.85STA. 17+47.645.0° BENDL_r=7'T.O.P.=4904.85STA. 17+53.845.0° BENDL_r=43'T.O.P.=4911.10STA. 18+97.744.9° DEFLECTIONT.O.P.=4913.26STA. 16+54.845.0° BENDL_r=63'T.O.P.=4912.40STA. 18+95.445.0° BENDL_r=14'T.O.P.=4910.94STA. 12+99.70.2° DEFLECTIONT.O.P.=4909.51STA. 18+03.70.1° DEFLECTIONT.O.P.=4911.10STA. 18+76.30.1° DEFLECTIONT.O.P.=4910.9451.6' DEF.STA. 15+71.50T.O.P.=4912.18STA. 16+23.07T.O.P.=4912.42(@ 0.2°) 15' x 4' BOX CULVERT TRIC CULVERT A STA.=17+27.74 INV.=4908.13 15' x 4' BOX CULVERT LAKE CANAL CULVERT B STA.=16+82.25 INV.=4910.90 30" RCP STORM STA.=18+85.85 INV.=4912.86 60" WATER STA.=17+74.28 TOP=4908.55 8" PVC SANITARY STA.=14+23.61 INV.=4903.98 WT1 PLAN & PROFILEWATER LINE A25 NORTH LINEMATCHSTA19+50( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT, WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIR STANDARDS. 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 AS SPECIFIED IN THE PROFILE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25PROFILE SCALE: WATER LINE A WT3 WT4 WT2 STAMATCH LINESEE SHEET19+50WT2WT1 4 3 8.5 3 LF 12 "P V C R =5 8 3.0 0 ' 172.97 LF 12" PVC R=583.00' STA.=22+42.20 12"x6" TEE w/ MRJ 1 - 12" BFV (SW) 1 - FH ASSEMBLY (SE) 1 - 6" GV (SE) STA.=24+15.18 END HORIZ. DEFLECTION 54' FL - FL 84' ROW STORM DRAIN B SEE SHEET ST2 W A T E R L I N E A 2 9' U T I L I T Y E A S E M E N T 9' U T I L I T Y E A S E M E N T 5' S I D E W A L K 5' S I D E W A L K LOT 10 LOT 11 SANITARY LINE A SEE SHEET SS2 354.06 LF 12" PVC N60°06'24"E 1896-001_Water A 4895 4900 4905 4910 4915 4920 4925 4930 4935 4895 4900 4905 4910 4915 4920 4925 4930 4935 19+5020+0021+0022+0023+0024+0025+00 STA. 24+15.18END HORIZ.DEFLECTIONT.O.P.=4916.34STA. 22+42.2012"x6" TEE w/MRJ1 - 12" BFV (SW)L_r=160'1 - FH ASSEMBLY (SE)1 - 6" GV (SE)RESTRAIN ALL JOINTS (SE)T.O.P.=4915.31PROPOSED GROUND EXISTING GROUND12" PVC 12" PVC WT2 PLAN & PROFILEWATER LINE A26 NORTH LINEMAT C H STA25+00SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT, WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIR STANDARDS. 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 AS SPECIFIED IN THE PROFILE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25LINEMATCHSTA19+50( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: WATER LINE A STAMATCH LINESEE SHEET25+00WT3STAMATCH LINESEE SHEET19+50WT1WT3 WT4 WT2 WT1 GWUDCARRIAGE PARKWAY VIXEN DRIVE58 2 .4 4 L F 1 2 "P V C R =6 1 7 .0 0 '71.01 LF 12" PVC N60°06'24"E 24.00 LF 12" PVC N60°06'24"E STA.=28+64.25 BEGIN HORIZ. DEFLECTION CULVERT 1 SEE SHEET ST7 84' R O W STORM DRAIN B SEE SHEET ST2 WATER LINE A2 SEE SHEET W9 WATER LINE A2(E) SEE SHEET W9 STA.=30+67.14 BEGIN STEEL CASING STA.=31+08.62 END STEEL CASING 9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTIL I T Y E A S E M E N T 5' SIDE W A L K 5' SID E W A L K 5' SIDEWALK5' SIDEWALKPOUDRE SCHOOL DISTRICT PROSPECT 6-12 SCHOOLS 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK LOT 13 LOT 10 TRACT M TRACT N STA. 27+69.24 12"x8" CROSS 2 - 8" GV (SE, NW) 1 - 12" BFV (SW) N:125154.39 E:217720.26 STA. 28+40.25 12"x6" TEE w/ TB 1 - 12" BFV (NE) 1 - 6" GV (SE) 1 - FH ASSEMBLY (SE) N:125189.79 E:217781.82 STA.=30+50.00 1 - 12" ARV STA.=30+60.09 BEGIN WATER LINE LOWERING STA.=31+15.99 END WATER LINE LOWERING 1896-001_Water A 4895 4900 4905 4910 4915 4920 4925 4930 4935 4895 4900 4905 4910 4915 4920 4925 4930 4935 25+0026+0027+0028+0029+0030+0031+0032+0032+50 STA. 27+69.2412"x8" CROSS2 - 8" GV (SE, NW)L_r=110' (SE, NW)1 - 12" BFV (SW)L_r=156' (SW, NE)T.O.P.=4918.45STA. 28+40.2512"x6" TEE w/ TB1 - 12" BFV (NE)L_r=155' (NE, SW)1 - 6" GV (SE)1 - FH ASSEMBLY (SE)RESTRAIN ALL JOINTS (SE)T.O.P.=4918.87STA. 28+64.25BEGIN HORIZDEFLECTIONT.O.P.=4919.02STA. 30+60.09BEGIN WATER LINELOWERINGT.O.P. = 4920.12STA. 31+15.99 ENDWATER LINELOWERINGT.O.P. = 4920.38PROPOSED GROUND EXISTING GROUND STA. 30+65.245.0° BENDL_r=65'T.O.P.=4915.02STA. 31+10.645.0° BENDL_r=65'T.O.P.=4915.02STA. 31+16.044.8° BENDL_r=10'T.O.P.=4920.38STA. 30+50.00.3° DEFLECTIONT.O.P.=4920.12STA. 30+60.145.0° BENDL_r=10'T.O.P.=4920.1212" PVC 36" RCP STORM STA.=30+96.63 INV.=4917.43 36" RCP STORM STA.=30+79.22 INV.=4917.38 36" RCP STORM STA.=30+88.34 INV.=4917.41 STA. 30+50.001 - 12" ARVT.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" PVC 12" PVC WT3 PLAN & PROFILEWATER LINE A27 NORTH LINEMATCHSTA32+50SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT, WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIR STANDARDS. 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 AS SPECIFIED IN THE PROFILE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25LINEMATCHSTA25+00( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: WATER LINE A STAMATCH LINESEE SHEET32+50WT4STAMATCH LINESEE SHEET25+00WT2WT3 WT4 WT2 WT1 SSSSSSSSSSSSSSSSSSWWWCARRIAGE PARKWAY 582.44 LF 12"PVC R=617.00' 63.68 LF 12" PVC R=617.00' STA.=34+46.70 12"x6" TEE w/ MRJ 1 - 12" BFV (N) 1 - 6" GV (E) 1 - FH ASSEMBLY (E) 115.87 LF 12" PVC N11°09'43"W STA.=35+10.38 END HORIZ. DEFLECTION 84' ROW 54' FL-FL CULVERT 1 SEE SHEET ST7 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' U T I L I T Y E A S E M E N T 5' SIDEWALK 5' SIDEWALK 5' S I D EW A L K LOT 13 LOT 12 TRACT N STORM DRAIN G SEE SHEET ST5 SANITARY LINE A SEE SHEET SS3 FOX GROVE HOA 4345 FOX GROVE DR, FORT COLLINS FOX GROVE HOA 4345 FOX GROVE DR, FORT COLLINS STA. 39+72.30 11.25° BEND w/ MRJ N:126195.25 E:218090.34 STA. 39+77.10 12"x6" TEE w/ TB 1 - 6" GV (W) 1 - FH ASSEMBLY (W) N:126200.05 E:218090.35 STA. 39+97.92 CONNECT TO EXISTING 12" PVC WATER LINE 1 - 12" BFV (ISOLATION VALVE) N:126220.87 E:218090.38 239.62 LF 12" PVC N00°06'24"E 20.82 LF 12" PVC N00°05'17"E 4.80 LF 12" PVC N00°05'17"E STA. 38+56.44 11.25° BEND w/ MRJ N:126081.57 E:218112.77 106.44 LF 12" PVC N00°06'24"E STA. 37+50.00 1 - 12" ARV N:125975.13 E:218112.57 1896-001_Water A 4905 4910 4915 4920 4925 4930 4935 4940 4945 4905 4910 4915 4920 4925 4930 4935 4940 4945 32+5033+0034+0035+0036+0037+0038+0039+0040+0040+75 STA. 39+72.3011.25° BENDL_r=19'T.O.P.=4920.56STA. 39+77.10T.O.P.=4920.56STA. 39+97.92CONNECT TO EXISTING12" PVC WATER LINE1 - 12" BFV w/ MRJL_r=151'T.O.P.=4920.56STA. 37+50.001 - 12" ARVT.O.P.=4923.85STA. 38+56.4411.25° BENDL_r=19'T.O.P.=4922.51STA. 35+10.38END HORIZ.DEFLECTIONT.O.P.=4922.63STA. 34+46.70T.O.P.=4922.27PROPOSED GROUND EXISTING GROUND STA. 39+08.40.6° DEFLECTIONT.O.P.=4921.34STA. 39+72.30.7° DEFLECTIONT.O.P.=4920.56141.6' DEF.STA. 37+11.80T.O.P.=4923.78STA. 38+53.35T.O.P.=4922.58(@ 0.2°) 12" PVC 12" PVC 15" RCP STORM STA.=39+90.70 INV.=4922.31 12" PVC 18" WT4 PLAN & PROFILEWATER LINE A28 NORTH LINEMAT C H STA32+50SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT, WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIR STANDARDS. 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 AS SPECIFIED IN THE PROFILE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: WATER LINE A STAMATCH LINESEE SHEET32+50WT3WT3 WT4 WT2 WT1 4895 4900 4905 4910 4915 4920 4925 4930 4935 4895 4900 4905 4910 4915 4920 4925 4930 4935 9+2510+0011+0012+0013+0014+0015+0016+0017+00 8" PVC STA. 10+64.40.3° DEFLECTIONT.O.P.=4910.82STA. 10+00.00CONNECT TOWATER LINES A & A1(E)12"x8" CROSS1 - 12" BFV w/ MRJ (S)L_r=154' (N, S)2 - 8" GV w/ MRJ(E, W)L_r=106' (E, W)T.O.P.=4910.82STA. 13+19.008"x6" TEE w/ MRJ1 - 8" GV (E)L_r=103' (E, W)1 - 6" GV (N)1 - FH ASSEMBLY (N)RESTRAIN ALL JOINTS (N)T.O.P.=4912.32STA. 14+13.7922.50° BENDL_r=7'T.O.P.=4912.88STA. 15+16.7811.25° BENDL_r=4'T.O.P.=4913.49STA. 15+86.2522.50° BENDL_r=7'T.O.P.=4913.90STA. 16+55.7011.25° BENDL_r=4'T.O.P.=4914.31EXISTING GROUND PROPOSED GROUND 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 84' ROW 54' FL-FL 77' ROW50' FL-FL S T R E E T A CARRIAGE PARKWAY5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' S IDEWALK 5' S IDEWALK 9' UTILITY EASEMENT WATER LINE A SEE SHEET WT1 WATER LINE A1(E) SEE SHEET WT8LOT 4 LOT 6 LOT 2 LOT 3 LOT 5 SANITARY LINE A2(W) SEE SHEET SS4 319.00 LF 8" PVC N89°59'19"W 102.99 LF 8" PVC N67°29'52"W 69 . 4 7 L F 8 " P V C N 5 6 ° 1 4 ' 5 1 " W 69.45 LF 8" PVC N33°44'51"W 89.94 LF 8" PVC N22°29'51"W STA. 14+13.79 22.50° BEND w/ MRJ N:124102.78 E:216707.01 STA. 15+16.78 11.25° BEND w/ MRJ N:124142.19 E:216611.86 STA. 15+86.25 22.50° BEND w/ MRJ N:124180.79 E:216554.10 STA. 16+55.70 11.25° BEND w/ MRJ N:124238.54 E:216515.52 STA. 17+45.64 22.50° BEND w/ MRJ N:124321.64 E:216481.10 STA. 10+00.00 CONNECT TO WATER LINES A & A1(E) 12"x8" CROSS 1 - 12" BFV (S) 2 - 8" GV (E, W) N:124102.71 E:217120.80 STA. 13+19.00 8"x6" TEE w/ MRJ 1 - 8" GV (E) 1 - 6" GV (N) 1 - FH ASSEMBLY (N) N:124102.77 E:216801.80 WT5 PLAN & PROFILEWATER LINE A1 (W)29 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: LINE MAT C H STA 17+0 0 WATER LINE A1 (W)STAMATCH LINESEE SHEET17+00WT6KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT, WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIR STANDARDS. 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 AS SPECIFIED IN THE PROFILE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R WT7 WT6 WT5 4895 4900 4905 4910 4915 4920 4925 4930 4935 4895 4900 4905 4910 4915 4920 4925 4930 4935 17+0018+0019+0020+0021+0022+0023+0024+0025+0025+50 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC STA. 21+96.245° BENDL_r=4'T.O.P.=4906.65STA. 22+35.945° BENDL_r=4'T.O.P.=4906.65STA. 22+40.745° BENDL_r=23'T.O.P.=4911.39STA. 19+37.645° BENDL_r=21'T.O.P.=4914.86STA. 19+46.845° BENDL_r=3'T.O.P.=4905.64STA. 20+43.345° BENDL_r=3'T.O.P.=4905.64STA. 20+50.445° BENDL_r=21'T.O.P.=4912.70STA. 20+75.00.6° DEFLECTIONT.O.P.=4912.70STA. 21+91.545° BENDL_r=23'T.O.P.=4911.4169.2' DEF.STA. 18+22.04T.O.P.=4915.30STA. 18+91.27T.O.P.=4915.23(@ 0.2°) 92.50 LF EXISTING 20" STEEL CASING EXISTING GROUND PROPOSED GROUND 15' x 4' BOX CULVERT STA.=20+21.66 INV.=4908.17 15' x 4' BOX CULVERT STA.=19+68.62 INV.=4911.27 60" WATER STA.=20+69.21 TOP=4909.53 30" 18" 18" (MIN)STA. 17+45.6422.50° BENDL_r=7'T.O.P.=4914.84STA. 24+77.4711.25° BENDL_r=4'T.O.P.=4912.76STA. 24+41.898"x6" TEE w/ MRJ1 - 8" GV (SW)L_r=106' (NE, SW)1 - 6" GV (SE)1 - FH ASSEMBLY (SE)RESTRAIN ALL JOINTS (SE)T.O.P.=4912.55STA. 24+06.3111.25° BENDL_r=4'T.O.P.=4912.35STA. 18+55.651 - 8" ARVT.O.P.=4915.38STA. 18+82.408"x6" TEE w/ MRJ1 - 8" GV (S)L_r=106' (N, S)1 - 6" GV (E)1 - FH ASSEMBLY (E)RETRAIN ALL JOINTS (E)T.O.P.=4915.29STA. 19+48.83BEGIN EX-20" STEEL CASINGT.O.P.=4905.64STA. 19+08.831 - 8" GVL_r=106' (N, S)T.O.P.=4915.09STA. 19+37.61BEGIN WATERLINE LOWERINGT.O.P.=4914.86STA. 20+41.33END EX-20" STEEL CASINGT.O.P.=4905.64STA. 20+50.40END WATERLINE LOWERRINGT.O.P.=4912.70STA. 20+64.511 - 8" ARVT.O.P.=4912.70STA. 20+81.331 - 8" GVL_r=106' (N, S)T.O.P.=4912.63STA. 21+58.241 - 8" GVL_r=107' (N, S)T.O.P.=4911.78STA. 21+91.48BEGIN WATERLINE LOWERINGT.O.P.=4911.41STA. 21+98.24BEGIN 20"STEEL CASINGT.O.P.=4906.65STA. 22+33.91END 20"STEEL CASINGT.O.P.=4906.65STA. 22+40.65END WATERLINE LOWERRINGT.O.P.=4911.39STA. 22+67.9011.25° BENDL_r=4'T.O.P.=4911.55STA. 22+73.911 - 8" GV w/ MRJL_r=107' (NE, SW)T.O.P.=4911.58STA. 23+67.6411.25° BENDL_r=4'T.O.P.=4912.1235.67 LF 20" STEEL CASING 15' x 4' BOX CULVERT STA.=22+16.08 INV.=4909.00 W WW W WWWWUDUDUDUDUD9' UTILITY EASEMENT 9' UTILITY EASEMENT 50' FL -FL 77' ROW 5' SIDEWALK 5' SIDEWALK STREET A STREET A5' SI D E W A L K 5' SI D E W A L KLAKE CANALTRIC CANALLAKE CANAL CULVERT C SEE SHEETLC3 TRIC CULVERT B SEE SHEET TRIC1POND CULVERT 2 SEE SHEET ST7 LOT 1 LOT 8 LOT 10 TRACT F SANITARY LINE A2(W) SEE SHEET SS4 EXISTING 60" GREELEY WATER LINE 69.47 LF 8" PVCN56°14'51"W69.45 LF 8" PVC N33°44'51"W 89.94 LF 8" PVC N22°29'51"W 110.01 LF 8" PVC N00°00'23"W 26.75 LF 8" PVC N00°01'29"E 26.43 LF 8" PVC N00°00'55"W 28.78 LF 8" PVC N00°00'55"W 11.22 LF 8" PVC N00°00'08"E 92.50 LF 8" PVC N00°00'08"E 9.07 LF 8" PVC N00°00'08"E 14.11 LF 8" PVC N00°00'08"E 16.82 LF 8" PVC N00°00'08"E 38.67 LF 8" PVC N35°38'05"E 35.58 LF 8" PVC N47°49'47"E35.58 LF 8" PVC N47°49'47"E STA. 15+16.78 11.25° BEND w/ MRJ N:124142.19 E:216611.86 STA. 15+86.25 22.50° BEND w/ MRJ N:124180.79 E:216554.10 STA. 16+55.70 11.25° BEND w/ MRJ N:124238.54 E:216515.52 STA. 17+45.64 22.50° BEND w/ MRJ N:124321.64 E:216481.10 STA. 24+06.31 11.25° BEND w/ MRJ N:124966.83 E:216543.31 STA. 24+77.47 11.25° BEND w/ MRJ N:125014.60 E:216596.05 STA. 18+55.65 1 - 8" ARV N:124431.64 E:216481.09 STA. 18+82.40 8"x6" TEE w/ MRJ 1 - 8" GV (S) 1 - 6" GV (E) 1 - FH ASSEMBLY (E) N:124458.40 E:216481.10 STA. 19+08.83 1 - 8" GV N:124484.82 E:216481.09 STA. 19+37.61 BEGIN WATER LINE LOWERING N:124513.60 E:216481.09 STA. 19+48.83 BEGIN EX - 20" STEEL CASING N:124524.82 E:216481.09 STA. 20+41.33 END EX - 20" STEEL CASING N:124617.32 E:216481.09 STA. 20+50.40 END WATER LINE LOWERING N:124626.39 E:216481.09 STA. 20+64.51 1 - 8" ARV N:124640.50 E:216481.09 STA. 20+81.33 1 - 8" GV N:124657.32 E:216481.09 STA. 24+41.89 8"x6" TEE w/ MRJ 1 - 8" GV (SW) 1 - 6" GV (SE) 1 - FH ASSEMBLY (SE) N:124990.72 E:216569.68 STA. 21+58.24 1 - 8" GV w/ MRJ N:124734.23 E:216481.10 STA. 21+91.48 BEGIN WATER LINE LOWERING N:124767.47 E:216481.10 STA. 21+98.24 BEGIN 20" STEEL CASING N:124774.23 E:216481.10 STA. 22+33.91 END 20" STEEL CASING N:124809.90 E:216481.10 STA. 22+40.65 END WATER LINE LOWERING N:124816.64 E:216481.10 STA. 22+67.90 22.50° BEND w/ MRJ N:124843.89 E:216481.10 STA. 22+73.91 1 - 8" GV w/ MRJ N:124849.41 E:216483.49 STA. 23+67.64 11.25° BEND w/ MRJ N:124935.40 E:216520.78 76.91 LF 8" PVC N00°00'08"E 33.24 LF 8" PVC N00°00'08"E 6.76 LF 8" PVC N00°00'08"E 35.67 LF 8" PVC N00°00'08"E 6.74 LF 8" PVC N00°00'08"E 27.25 LF 8" PVC N00°00'08"E 6.01 LF 8" PVC N23°26'23"E 93. 7 3 L F 8 " P V C N2 3 ° 2 6 ' 2 3 " E WT6 PLAN & PROFILEWATER LINE A1 (W)30 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: WATER LINE A1 (W)STAMATCH LINESEE SHEET25+50WT7STAMATCH LINESEE SHEET17+00WT5KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT, WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIR STANDARDS. 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 AS SPECIFIED IN THE PROFILE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call RLINEMATCHSTA17+00LIN EMAT C H STA 25+ 5 0 WT7 WT6 WT5 4895 4900 4905 4910 4915 4920 4925 4930 4935 4895 4900 4905 4910 4915 4920 4925 4930 4935 25+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+00 8" PVC STA. 33+02.10.5° DEFLECTIONT.O.P.=4917.50STA. 30+42.658"x6" TEE w/ MRJ1 - 8" GV (SW)L_r=106' (NE, SW)1 - 6" GV (SE)1 - FH ASSEMBLY (SE)RESTRAIN ALL JOINTS (SE)T.O.P.=4916.01STA. 35+10.90CONNECT TOWATER LINE A28"x8" TEE w /MRJ1 - 8" GV (SE)L_r=106' (NW, SE)1 - 8" GV (SW)L_r=11' (SW)T.O.P.=4920.468" PVC 8" PVC SANITARY STA.=35+00.90 INV.=4910.72 9' UTILITY EASEMENT 9' UTILITY EASEMENT 77' ROW50' FL-FL 5' SIDEWALK 5' SIDEWALK STREET A WATER LINE A2 SEE SHEET W9 LOT 8 LOT 10 LOT 9 SANITARY LINE A2(W) SEE SHEET SS4 35.58 LF 8" PVC N47°49'47"E 565.18 LF 8" PVC N60°01'35"E 468.26 LF 8" PVC N60°01'35"E STA. 24+77.47 11.25° BEND w/ MRJ N:125014.60 E:216596.05 STA. 24+41.89 8"x6" TEE w/ MRJ 1 - 8" GV (SW) 1 - 6" GV (SE) 1 - FH ASSEMBLY (SE) N:124990.72 E:216569.68 STA. 30+42.65 8"x6" TEE w/ MRJ 1 - 8" GV (W) 1 - 6" GV (SE) 1 - FH ASSEMBLY (SE) N:125296.97 E:217085.63 STA. 35+10.90 CONNECT TO WATER LINE A2 8"x8" TEE w/ MRJ 1 - 8 " GV (SE) 1 - 8" GV (SW) N:125530.91 E:217491.26 STA. 23+67.64 11.25° BEND w/ MRJ N:124935.40 E:216520.78 WT7 PLAN & PROFILEWATER LINE A1 (W)31 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: WATER LINE A1 (W)STAMATCH LINESEE SHEET25+50WT6KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT, WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIR STANDARDS. 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 AS SPECIFIED IN THE PROFILE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call RLINEMATCHSTA25+50WT7 WT6 WT5 4895 4900 4905 4910 4915 4920 4925 4930 4895 4900 4905 4910 4915 4920 4925 4930 9+50 10+00 11+00 12+00 13+00 14+00 14+50 8" PVC STA. 13+09.545° BENDL_r=8'T.O.P.=4908.09STA. 13+49.345° BENDL_r=8'T.O.P.=4908.09STA. 13+53.245° BENDL_r=44'T.O.P.=4912.00STA. 13+06.945° BENDL_r=33'T.O.P.=4910.62STA. 10+00.00CONNECT TOWATER LINES A & A112"x8" CROSS1 - 12" BFV w/ MRJ (S)L_r=154' (N, S)2 - 8" GV w/ MRJ (E, W)L_r=106' (E, W)T.O.P.=4910.82STA. 12+91.998"x6" TEE w/ MRJ1 - 8" GV (E)1 - 6" GV (N)1 - FH ASSEMBLY (N)L_r=1' (N)T.O.P.=4910.63STA. 13+06.92BEGIN WATER LINE LOWERINGT.O.P.=4910.62STA. 13+11.46BEGIN 20" STEEL CASINGT.O.P.=4908.09STA. 13+47.27END 20" STEEL CASINGT.O.P.=4908.09STA. 13+53.18END WATER LINE LOWERINGT.O.P.=4912.00STA. 13+66.618"x6" REDUCER (E)1 - 6" GV (E)1 - FH ASSEMBLY (E)T.O.P.=4912.0015' x 4' BOX CULVERT STA.=13+29.37 INV.=4910.63 35.81 LF EXISTING 20" STEEL CASING PROPOSED GROUND EXISTING GROUND 18"9' UTILITY EASEMENT9' UTILITY EASEMENT84' ROW 54' FL-FL 77' ROW50' FL-FL STREET A CARRIAGE PARKWAY5' SIDEWALK5' SIDEWALK5' SIDEWALKLAKE CANALWATER LINE A SEE SHEET WT1 LAKE CANAL CULVERT A SEE SHEET LC1 PROPOSED 50' LAKE CANAL EASEMENT 30' UTILITY EASEMENT BEGIN 20'' STEEL CASING (A1(E)) STA 13+11.46 N: 124100.66 E: 217432.25 END 20'' STEEL CASING (A1(E)) STA 13+47.27 N: 124100.43 E: 217468.06 TEMPORARY FIRE HYDRANT LOT 5 LOT 7LOT 6 STA. 12+91.99 8"x6" TEE w/ MRJ 1 - 8" GV (E) 1 - 6" GV (N) 1 - FH ASSEMBLY (N) N:124100.79 E:217412.78 STA. 10+00.00 CONNECT TO WATER LINES A & A1 12"x8" CROSS 1 - 12" BFV (S) 2 - 8" GV (E, W) N:124102.71 E:217120.80 STA. 13+06.92 BEGIN WATER LINE LOWERING N:124100.69 E:217427.71 STA. 13+53.18 END WATER LINE LOWERING N:124100.39 E:217473.97 STA. 13+66.61 8"x6" REUCER (E) 1 - 6" GV (E) 1 - FH ASSEMBLY (E) N:124100.30 E:217487.40 WT8 PLAN & PROFILEWATER LINE A1(E)32 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: WATER LINE A1(E) KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT, WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIR STANDARDS. 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 AS SPECIFIED IN THE PROFILE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R WT8 4900 4905 4910 4915 4920 4925 4930 4935 4940 4900 4905 4910 4915 4920 4925 4930 4935 4940 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+00 18" RCP STORM STA.=10+31.32 INV.=4917.94 STA. 10+42.345° BENDL_r=46'T.O.P.=4918.28STA. 10+40.345° BENDL_r=10'T.O.P.=4916.23STA. 10+20.245° BENDL_r=43'T.O.P.=4918.42STA. 10+22.445° BENDL_r=10'T.O.P.=4916.23STA. 16+26.4111.25° BENDL_r=4'T.O.P.=4921.47STA. 17+07.2711.25° BENDL_r=4'T.O.P.=4921.91STA. 14+40.69CONNECT TOWATER LINE A28"x8" TEE w /MRJ1 - 8" GV (SE)L_r=106' (NW, SE)1 - 8" GV (SW)L_r=11' (SW)T.O.P.=4920.46STA. 15+70.868"x6" TEE w/ MRJ1 - 8" GV (SE)L_r=106' (SE, NW)1 - 6" GV (NE)1 - FH ASSEMBLY (NE)RESTRAIN ALL JOINTS (NE)T.O.P.=4921.17STA. 10+00.00CONNECT TOWATER LINE A8"x8" TEE w /MRJ1 - 8" GV (SE)L_r=106' (NW, SE)1 - 8" GV (SW)L_r=11' (SW)T.O.P.=4918.42STA. 10+42.33END WATER LINE LOWERINGT.O.P.=4918.28STA. 10+20.17BEGIN WATER LINE LOWERINGT.O.P.=4918.42EXISTING GROUND PROPOSED GROUND 18" 8" PVC SANITARY STA.=10+17.32 INV.=4908.45 W GUD9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT5' SIDEWALK 5' SIDEWALK STREET ACARRIAGE PARKWAYVIXEN DRIVE STORM DRAIN B SEE SHEET ST2 WATER LINE A1 SEE SHEET WT7 WATER LINE A SEE SHEET WT3 LOT 9 LOT 10 LOT 12 STA. 10+42.33 END WATER LINE LOWERING N:125190.65 E:217698.42 STA. 14+40.69 8"x8" TEE w/ MRJ 2 - 8" GV (SW, SE) N:125530.91 E:217491.26 STA. 16+26.41 11.25° BEND w/ MRJ N:125689.55 E:217394.68 STA. 17+07.27 11.25° BEND w/ MRJ N:125749.08 E:217339.97 STA. 15+70.86 8"x6" TEE w/ MRJ 1 - 8" GV (SE) 1 - 6" GV (NE) 1 - FH ASSEMBLY (NE) N:125642.09 E:217423.57 STA. 10+00.00 CONNECT TO WATER LINE A 12"x8" CROSS 1 - 12" BFV (SW) 2 - 8" GV (NW, SE) N:125154.39 E:217720.26 STA. 10+20.17 BEGIN WATER LINE LOWERING N:125171.73 E:217709.94 55.56 LF 8" PVC N31°20'04"W 80.85 LF 8 " P V C N42°35'04 " W 398.36 LF 8" PVC N31°20'04"W 130.17 LF 8" PVC N31°20'04"W 20.17 LF 8" PVC N30°45'28"W 22.16 LF 8" PVC N31°20'04"W W G CARRIAGE PARKWAY21.60 LF 8" PVC S29°40'21"E STA. 10+00.00 CONNECT TO WATER LINE A 12"x8" CROSS 1 - 12" BFV (SW) 2 - 8" GV (NW, SE) N:125154.39 E:217720.26 STA. 10+21.60 CONNECT TO EXISTING 8" GV N:125135.62 E:217730.95 WATER LINE A SEE SHEET WT3 4900 4905 4910 4915 4920 4925 4930 4935 4940 4900 4905 4910 4915 4920 4925 4930 4935 4940 9+50 10+00 11+00STA. 10+00.00CONNECT TOWATER LINE A8"x8" TEE w /MRJ1 - 8" GV (SE)L_r=106' (NW, SE)1 - 8" GV (SW)L_r=11' (SW)T.O.P.=4918.20STA. 10+21.60CONNECT TOEXISTING 8" GVL_r =117'T.O.P.=4918.208" PVC EXISTING GROUND PROPOSED GROUND WT9 PLAN & PROFILEWATER LINE A2 & A2(E)33 NORTH PROFILE SCALE: WATER LINE A2 STAMATCH LINESEE SHEET18+00WT10KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT, WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIR STANDARDS. 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 AS SPECIFIED IN THE PROFILE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 LINEMATCHSTA18+00PROFILE SCALE: WATER LINE A2(E) WT9 WT10 4900 4905 4910 4915 4920 4925 4930 4935 4940 4900 4905 4910 4915 4920 4925 4930 4935 4940 18+0019+0020+0021+0022+0023+0024+0024+50 8" PVC 8" PVC STA. 23+29.745° BENDL_r=46'T.O.P.=4920.82STA. 23+33.145° BENDL_r=9'T.O.P.=4917.39STA. 23+51.045° BENDL_r=9'T.O.P.=4917.39STA. 23+54.145° BENDL_r=45'T.O.P.=4920.48STA. 19+12.068"x6" TEE w/ MRJ1 - 8" GV (SE)L_r=108' (SE, NW)1 - 6" GV (NE)1 - FH ASSEMBLY (NE)RESTRAIN ALL JOINTS (NE)T.O.P.=4923.03STA. 22+79.9111.25° BENDL_r=4'T.O.P.=4921.34STA. 22+05.3711.25° BENDL_r=4'T.O.P.=4922.12STA. 21+83.0211.25° BENDL_r=4'T.O.P.=4922.36STA. 20+76.6611.25° BENDL_r=4'T.O.P.=4923.47STA. 21+16.8511.25° BENDL_r=4'T.O.P.=4923.05STA. 23+29.66BEGIN WATER LINE LOWERINGT.O.P.=4920.82STA. 23+54.10END WATER LINE LOWERINGT.O.P.=4920.48STA. 23+61.07CONNECT TO EXISTING8" WATER LINE8"x6" TEE w/ MRJ1 - 8" GV (N)L_r= 117' (S)1 - 6" GV (E)1 - FH ASSEMBLY (E)RESTRAIN ALL JOINTS (E)T.O.P.=4920.4855.3' DEF.STA. 20+19.83T.O.P.=4923.62STA. 20+75.11T.O.P.=4923.48(@ 0.3°) EXISTING GROUND PROPOSED GROUND 18" RCP STORM STA.=23+42.05 INV.=4919.10H2OSSSSSSSSSSSE E EEEEWWXXXWW9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 71' ROW 44' FL-FL 5' SID E W A L K 5' SID E W A L K VIXEN D R I V E STORM DRAIN F SEE SHEET ST5 STA. 20+76.66 11.25° BEND w/ MRJ N:125966.94 E:217041.66 STA. 21+16.85 11.25° BEND w/ MRJ N:125996.28 E:217014.19 STA. 21+83.02 11.25° BEND w/ MRJ N:126052.02 E:216978.53STA. 22+05.37 11.25° BEND w/ MRJ N:126072.72 E:216970.12 STA. 22+79.91 11.25° BEND w/ MRJ N:126145.93 E:216956.08 STA. 23+29.66 BEGIN WATER LINE LOWERING N:126195.68 E:216956.39 STA. 23+54.10 END WATER LINE LOWERING N:126220.12 E:216956.54 STA. 23+61.07 8"x8" TEE w/ MRJ N:126227.08 E:216956.58 STA. 19+12.06 8"x6" TEE w/ MRJ 1 - 8" GV (SE) 1 - 6" GV (NE) 1 - FH ASSEMBLY (NE) N:125869.86 E:217174.58 204.8 0 L F 8 " P V C N53°5 1' 3 2 " W 66.17 LF 8" PVC N32°36'32"W 164.6 0 L F 8 " P V C N53°5 1' 3 2 " W 40.19 LF 8" PVC N43°06'32"W 24.44 LF 8" PVC N00°21'25"E 74.54 LF 8" PVC N10°51'32"W 22.35 LF 8" PVC N22°06'32"W 49.75 LF 8" PVC N00°21'25"E 6.97 LF 8" PVC N00°21'25"E WT10PLAN & PROFILEWATER LINE A234 NORTH PROFILE SCALE: WATER LINE A2 STAMATCH LINESEE SHEET18+00WT9KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT, WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIR STANDARDS. 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 AS SPECIFIED IN THE PROFILE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 LINEMATCHSTA18+00WT9 WT10 FE SV.P.FE SELEC HY DGAS WWWX/ / / / / / / /XXELECELEC ELEC ELECELEC ELEC W XXXX/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /G G G G G G G GNPNPNPNPNPNPNPNP UD UD UD UD UD UD WWXC C W T 6' SIDEWALK EXISTING 30' UTILITY EASEMENT PROSPECT ROAD 15' UTILITY EASEMENT 1 1 9 . 7 4 L F 1 2 " P V C S 4 6 ° 0 6 ' 0 9 " E STA. 14+88.58 45.00° BEND w/ MRJ N:123585.82 E:217239.03 REPLACE WATER SERVICE BETWEEN PROPOSED 12" MAIN & METER. PLACE SERVICE IN 2" HDPE UNDER PROSPECT ROAD9' UTILITY EASEMENT5' SIDEWALK6' SIDEWALK6' SIDEWALK WATER LINE B1 SEE SHEET WT12 STORM DRAIN C SEE SHEET ST3 LAKE CANAL CULVERT A SEE SHEET LC1 PROPOSED 50' IRRIGATION EASEMENT END 24'' STEEL CASING B STA 16+53.23 N: 123585.78 E: 217403.68 BEGIN 24'' STEEL CASING B STA 16+17.37 N: 123585.79 E: 217367.82 STORM DRAIN E SEE SHEET ST4 LOT 7 LOT 2 LOT 3 STA. 13+68.84 45.00° BEND w/ MRJ N:123668.85 E:217152.75 STA. 11+19.25 BEGIN WATER LINE LOWERING N:123669.51 E:216903.16 STA. 15+77.33 12"x6" TEE w/ MRJ 1 - 12" BFV (E) 1 - 6" GV (N) 1 - FH ASSEMBLY (N) N:123585.80 E:217327.78 STA. 15+93.69 1 - 12" ARV N:123585.80 E:217344.14 STA. 16+58.22 END WATER LINE LOWERING N:123585.78 E:217408.67 STA. 16+66.22 1 - 12" ARV N:123585.78 E:217416.67 STA. 16+93.20 1 - 12" BFV w/ MRJ N:123585.77 E:217443.65 STA. 11+39.00 END WATER LINE LOWERING N:123669.38 E:216922.91 STA. 11+12.66 1 - 12" ARV N:123669.58 E:216896.57 STA. 11+29.06 CONNECT TO WATER LINE B1 12"x12" TEE w/ MRJ 1 - 12" BFV (S) N:123669.40 E:216912.97 STA. 11+53.46 1 - 12" BFV w/ MRJ N:123669.35 E:216937.37 STA. 10+00.00 CONNECT TO EXISTING 12" WATER LINE 1 - 12 " BFV w/ MRJ N:123670.77 E:216783.92 STA. 13+36.81 CONNECT TO WATER LINE A 12"x12" TEE w/ MRJ 2 - 12" BFV (N, E) N:123668.92 E:217120.72 183.35 LF 12" PVC S89°52'02"E 32.02 LF 12" PVC S89°52'02"E 14.46 LF 12" PVC S89°52'02"E 9.94 LF 12" PVC S89°52'02"E 9.81 LF 12" PVC S89°23'34"E 6.59 LF 12" PVC S89°23'34"E 112.66 LF 12" PVC S89°23'34"E 88.75 LF 12" PVC S89°59'09"E 16.36 LF 12" PVC S89°59'25"E 18.62 LF 12" PVC S89°58'55"E 5.02 LF 12" PVC S89°59'09"E 35.87 LF 12" PVC S89°59'09"E 5.02 LF 12" PVC S89°59'09"E 8.00 LF 12" PVC S89°59'09"E 26.98 LF 12" PVC S89°59'09"E 163.91 LF 12" PVC S89°59'09"E STA. 16+12.31 BEGIN WATER LINE LOWERING N:123585.79 E:217362.76 REPLACE WATER SERVICE BETWEEN PROPOSED 12" MAIN & METER. PLACE SERVICE IN 2" HDPE UNDER PROSPECT ROAD 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC12" PVC STA. 16+15.345° BENDL_r=12'T.O.P.=4907.98STA. 16+55.245° BENDL_r=12'T.O.P.=4907.98STA. 16+58.245° BENDL_r=69'T.O.P.=4911.00STA. 11+37.145° BENDL_r=13'T.O.P.=4903.36STA. 11+39.045° BENDL_r=69'T.O.P.=4905.29STA. 13+68.80.5° DEFLECTIONT.O.P.=4908.11STA. 11+21.145° BENDL_r=13'T.O.P.=4903.36STA. 11+12.70.1° DEFLECTIONT.O.P.=4905.18STA. 11+19.345° BENDL_r=69'T.O.P.=4905.18STA. 16+66.20.4° DEFLECTIONT.O.P.=4911.00STA. 17+17.40.3° DEFLECTIONT.O.P.=4910.65STA. 15+93.70.2° DEFLECTIONT.O.P.=4911.00STA. 16+12.345° BENDL_r=69'T.O.P.=4911.00STA. 14+88.5845.00° BENDL_r=21'T.O.P.=4910.54STA. 10+00.00CONNECT TO EXISTING12" WATER LINE1 - 12" BFV (E)L_r=166'T.O.P.=4905.00STA. 13+68.8445.00° BENDL_r=19'T.O.P.=4908.11STA. 11+39.00END WATER LINE LOWERINGT.O.P.=4905.28STA. 11+29.06CONNECT TO WATER LINE B112"x12" TEE w/ MRJ1 - 12" BFV (S)L_r=103'T.O.P.=4903.36STA. 11+19.25BEGIN WATER LINE LOWERINGT.O.P.=4905.18STA. 15+77.3312"x6"TEE w/ MRJ1 - 12" BFV (E)L_r=166' (E, W)1 - 6" GV (N)1 - FH ASSEBLY (N)RESTRAIN ALL JOINTS (N)T.O.P.=4910.96STA. 16+17.33BEGIN 24"STEEL CASINGT.O.P.=4907.98STA. 16+53.20END 24"STEEL CASINGT.O.P.=4907.98STA. 16+58.22END WATERLINE LOWERINGT.O.P.=4911.00STA. 16+66.221 - 12" ARVT.O.P.=4911.00STA. 16+93.201 -12" BFV w/ MRJL_r=166'T.O.P.=4910.82STA. 15+93.691 - 12" ARVT.O.P.=4911.00STA. 11+53.461 - 12" BFV w/ MRJL_r=166' (E, W)T.O.P.=4905.47STA. 13+36.8112"x12" TEE w/ MRJ2 - 12" BFV (N, E)L_r=54' (N)L_r=151' (W, E)T.O.P.=4907.72STA. 11+12.661 - 12" ARVT.O.P.=4905.18STA. 16+12.31BEGIN WATERLINE LOWERINGT.O.P.=4911.0074.3' DEF.STA. 14+51.41T.O.P.=4909.91STA. 15+25.76T.O.P.=4910.82(@ 0.3°) 18" PVC SANITARY STA.=13+03.67 INV.=4896.12 EXISTING GROUND PROPOSED GROUND 35.86 LF 24" STEEL CASING 15'x4' CONRETE BOX CULVERT STA.=16+35.30 INV.=4910.36 18" WT11PLAN & PROFILEWATER LINE B35 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE:LINEMATCHSTA18+00WATER LINE B STAMATCH LINESEE SHEET18+00WT12KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT, WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIR STANDARDS. 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 AS SPECIFIED IN THE PROFILE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R WT11 WT12 F E SFE S HY DELECELEC M H2O M WWWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WXXC OHU15' UTILITY EASEMENT PROSPECT ROAD STA. 21+23.07 CONNECT TO EXISTING 12" WATER LINE 1 - 12" BFV w/ MRJ N:123585.67 E:217873.52 STA. 18+57.11 12"x6" TEE w/ MRJ 1 - 12" BFV (W) 1 - 6" GV (N) 1 - FH ASSEMBLY (N) N:123585.73 E:217607.57 265.95 LF 12" PVC S89°59'09"E REPLACE WATER SERVICE BETWEEN PROPOSED 12" MAIN & METER. PLACE SERVICE IN 2" HDPE UNDER PROSPECT ROAD 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 18+00 19+00 20+00 21+00 22+00 12" PVC 12" PVC STA. 21+23.07CONNECT TO EXISTING12" WATER LINE1 - 12" BFV (E)T.O.P.=4909.53STA. 18+57.11<edit>° BENDL_r='T.O.P.=4908.8649.3' DEF.STA. 18+60.51T.O.P.=4908.82STA. 19+09.78T.O.P.=4908.61(@ 0.4°) EXISTING GROUND PROPOSED GROUND FE SFE SELECHYD GAS WWWX/ / / / / / / // / / / / / / /XXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /G G G G G G NP NP NP NP NP UD UD UD UD PROSPECT ROAD STA. 10+00.00 CONNECT TO WATER LINE B 12"x12" TEE w/ MRJ 1 - 12" BFV (S) N:123669.40 E:216912.97 STA. 13+05.98 CONNECT TO EXISTING 6" WATER LINE 1 - 12" BFV (W) 12"x6" REDUCER (E) N:123499.13 E:217048.68 9' UTILITY EASEMENT5' SIDEWALK6' SIDEWALK WATER LINE B SEE SHEET WT11 STORM DRAIN C SEE SHEET ST3 LOT 3 STA. 10+05.47 BEGIN 24" STEEL CASING N:123663.93 E:216912.97 STA. 11+45.75 END 24" STEEL CASING N:123523.65 E:216912.95 STA. 11+70.25 8"x8" TEE w/ MRJ N:123499.16 E:216912.94 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+50 10+00 11+00 12+00 13+00 13+50STA. 10+00.0???° DEFLECTIONT.O.P.=4903.36STA. 11+70.20.3° DEFLECTIONT.O.P.=4903.36STA. 10+00.00CONNECT TO WATER LINE B12"x12" TEE w/ MRJ1 - 12" BFV (S)L_r=103'T.O.P.=4903.36STA. 13+05.98CONNECT TO EXISTING6" WATER LINE1 - 12" BFV (W)L_r=166' (W)12"x6" REDUCER (E)T.O.P.=4904.08STA. 11+70.2512"X12" TEE w/ MRJ1 - 12" BFV (N)L_r=166' (N, E)1 - 12"x6" REDUCER (S)1 - 6" GV (S)1 - FH ASSEMBLY (S)RESTRAIN ALL JOINTS (S)T.O.P.=4903.36STA. 10+05.47BEGIN 24"STEEL CASINGT.O.P.=4903.36STA. 11+45.75END 24"STEEL CASINGT.O.P.=4903.3612" PVC EXISTING GROUND 12" PVC PROPOSED GROUND 42" RCP STORM STA.=10+16.90 INV.=4905.73 18" 140.28 LF 24" STEEL CASING WT12PLAN & PROFILEWATER LINE B & B136 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE:LINEMATCHSTA18+00WATER LINE B STAMATCH LINESEE SHEET18+00WT11KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT, WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIR STANDARDS. 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 AS SPECIFIED IN THE PROFILE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R WT11 WT12 WATER LINE B1 PROFILE SCALE: 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+5010+0011+0012+0013+0014+0015+0016+00 12" PVC 12" P V C 12" PVC12" PVCSTA. 14+79.1912"x12" TEE w/ MRJ2 - 12" BFV (W, S)L_r=124' (W, S)1 - 12"x6" REDUCER (N)1 - 6" GV (N)1 - FH ASSEMBLY (N)RESTRAIN ALL JOINTS (N)T.O.P.=4907.86STA. 10+00.00CONNECT TO EXISTING8" WATER MAINT.O.P.=4904.59STA. 10+15.6511.25° BENDL_r=5'T.O.P.=4904.70STA. 15+06.00CONNECT TO EXISTING12" WATER MAINT.O.P.=4907.93STA. 10+64.55BEGIN HORIZ.DEFLECTIONT.O.P.=4905.03STA. 12+92.14BEGIN HORIZ.DEFLECTIONT.O.P.=4907.44STA. 12+18.61END HORIZ. DEFLECTION1 - 12" ARVT.O.P.=4908.11STA. 14+01.91END HORIZ.DEFLECTIONT.O.P.=4907.6693.7' DEF.STA. 11+45.24T.O.P.=4906.84STA. 12+38.95T.O.P.=4907.98(@ 0.6°) 47.9' DEF.STA. 10+77.44T.O.P.=4905.11STA. 11+25.37T.O.P.=4906.13(@ 0.7°) 38.5' DEF.STA. 12+72.89T.O.P.=4907.59STA. 13+11.39T.O.P.=4907.42(@ 0.4°) PROPOSED GROUND EXISTING GROUND G G G G G G G G G 6" W6" WTCTVAULTF.O.CELECFOFOFOFOFOCTVCTVCTVCTVCTVEEE E E E E WWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /10' UTILITY EASEMENT 30' UTILITY EASEMENT 48.90 L F 1 2 " P V C N22°1 1' 1 8 " W 73.53 LF 1 2 " P V C N14°49'5 8 " W 77.28 LF 12" PVC N00°13'07"E 15.65 LF 12" PVC N00°18'42"E 26.81 LF 12" PVC N89°59'56"W 1 5 4 .0 5 L F 1 2 "P V C R =1 2 0 0 .0 0 '10 9 .7 7 L F 1 2 "P V C R =4 0 0 .0 0 ' STA. 10+00.00 CONNECT TO EXISTING 8" WATER MAIN N:124189.46 E:216056.76 STA. 14+79.19 12"x12" TEE w/ MRJ 2 - 12" BFV (W, S) 1 - 12"x6" REDUCER (N) 1 - 6" GV (N) 1 - FH ASSEMBLY (N) N:124653.19 E:215956.42 STA. 15+06.00 CONNECT TO EXISTING 12" WATER MAIN N:124653.19 E:215929.62 STA.=10+64.55 BEGIN HORIZ. DEFLECTION STA.=14+01.91 END HORIZ. DEFLECTION STA.=12+18.61 1 - 12" ARV END HORIZ. DEFLECTION STA.=12+92.14 BEGIN HORIZ. DEFLECTION STA. 10+15.65 22.50° BEND w/ MRJ N:124205.11 E:216056.85 LOT 4 WT13PLAN & PROFILEWATER LINE C37 ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: WATER LINE C KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT, WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIR STANDARDS. 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 AS SPECIFIED IN THE PROFILE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED NON-POTABLE WATER LINE NP CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R WT13 NORTH GGGGGNPNPNPNPNPNPNPNPNPNPNPNPNPNP NP NP NPNPUDUDUDUDUDUD36" W36" W36" W36" W36" W36" W36" WEE EE E EEEEWWWWWWWWWSSMH A4 (DROP MANHOLE) STA 18+76.66 N: 124578.93 E: 217102.34 SSMH A2 (DROP MANHOLE) STA 13+90.48 N: 124092.76 E: 217102.40 EX SSMH A STA 10+00.00 N: 123702.78 E: 217087.96 SSMH A1 STA 12+51.78 N: 123954.07 E: 217103.79 211. 9 0 L F 1 2 " P V C @ 0 . 5 0 % 138.70 LF 18" PVC @ 0.15% 251.78 LF 18" PVC @ 0.34 % 117.00 ROW 90.00 FL-FL 93.00 ROW 66.00 FL-FL 84.00 ROW 54.00 FL-FL 9' UTILITY EASEMENT SANITARY SEWER A2 SEE SHEET SS4 EXISTING CITY OF GREELEY 60" WATERLINE 40 CITY OF GREELEY WATERLINE EASEMENTSTREET ACARRIAGE PARKWAY 9' UTILITY EASEMENT LAKE CANALTIMNATH RESERVOIRINLET CANALTRIC CULVERT A SEE SHEET TRIC1 LAKE CANAL CULVERT B SEE SHEET LC3 SSMH A5 STA 20+88.55 N: 124776.94 E: 217177.78 POND OUTLET 2 SEE SHEET ST6 STORM DRAIN B SEE SHEET ST2 STORM DRAIN A SEE SHEET ST1 STORM DRAIN C SEE SHEET ST3 WATER LINE A SEE SHEET WT1 - WT3 A2 BEGIN 24'' STEEL CASING INV. IN=4898.20 (N) N:124323.79 E:217102.37 55.00 LF 18" PVC @ 0.15% TRACT G LOT 4 LOT 3 TRACT F LOT 5 TRACT J TRACT K LOT 6 159.52 LF 18" PVC @ 0.15% SSMH A3 STA 15+50.00 N: 124252.28 E: 217102.38 326.66 LF 18" PVC @ 0.15% PROPOSED GROUNDWATER BARRIER (TYP.) PROPOSED GROUNDWATER BARRIER (TYP.) A3 END 24'' STEEL CASING INV. OUT=4898.45 (S) N:124485.75 E:217102.35 161.97 LF 24" STEEL CASING @ 0.15% (TO BE INSTALLED VIA OPEN CUT) 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50EX SSMH ASTA 10+00.00RIM 4913.1±INV. IN 4896.47 (N)INV. OUT 4896.17 (S)251.78 LF 18" PVC @ 0.34%SSMH A1STA 12+51.78RIM 4914.9±INV. IN 4897.42 (N)INV. OUT 4897.32 (S)138.70 LF 18" PVC @ 0.15%SSMH A2 (DROP MANHOLE)STA 13+90.48RIM 4916.1±INV. IN 4898.01 (N)INV. IN 4897.88 (W)INV. IN 4903.89 (E)INV. OUT 4897.63 (S)SSMH A4 (DROP MANHOLE)STA 18+76.66RIM 4918.2±INV. IN 4903.30 (N)INV. OUT 4898.84 (S)EXISTING GROUND PROPOSED GROUND 211.90 LF 12" PVC @ 0.50% 8" PVC WATER STA.=14+00.48 TOP=4910.70 3.0' MIN. 6.54' EXISTING 60" CITY OF GREELEY WATERLINE EXISTING LAKE CANAL EXISTING TRIC CANAL PROPOSED BOX CULVERT BY OTHERS PROPOSED BOX CULVERT BY OTHERS 326.66 LF 18" PVC @ 0.15% 161.97 LF 24" STEEL CASING @ 0.15% *1 (TO BE INSTALLED VIA OPEN CUT) 15' x4' RCB STA.=16+95.93 INV.=4908.13 15' x4' RCB STA.=16+50.06 INV.=4910.91 159.52 LF 18" PVC @ 0.15%SSMH A3STA 15+50.00RIM 4918.1±INV. IN 4898.35 (N)INV. OUT 4898.25 (S)30" RCP STA.=18+55.68 INV.=4912.38 GROUNDWATER BARRIER STA.=10+15.00 GROUNDWATER BARRIER STA.=12+66.79 GROUNDWATER BARRIER STA.=14+05.48 GROUNDWATER BARRIER STA.=15+65.00 GROUNDWATER BARRIER STA.=18+91.66 CASING NOTE : *1 : CASING WILL BE CONSTRUCTED WITH LAKE CANAL IMPROVEMENTS. NO BORING AND JACKING IS REQUIRED. SS1 PLAN & PROFILESANITARY LINE A38 ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE:LINEMATCHSTA20+50SANITARY LINE A STAMATCH LINESEE SHEET20+50 SS2SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER PROPOSED WATER LINE PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM 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. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROPERTY BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / // / / / / / / / PROPOSED CENTERLINE E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY DCONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL PROPOSED NON-POTABLE WATER NP CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SS1 SS2 SS3 NORTH NP UD UD U D U D UDUDUDGGWWSSMH A9 STA 31+17.37 N: 125392.51 E: 217986.62 SSMH A8 STA 29+40.22 N: 125263.99 E: 217864.69 SSMH A7 STA 27+50.00 N: 125164.01 E: 217702.88 SSMH A6 STA 23+00.16 N: 124939.81 E: 217312.88 177.15 LF 8" PVC @ 1.00% 190.21 LF 8" PVC @ 0.50% 449.8 4 L F 1 2 " P V C @ 0 . 5 0 % 211.61 LF 12" PVC @ 0 . 5 0 % 84.00 ROW54.00 FL-FL CARR I A G E P A R K W A Y CARRIAGE PARKWAYVIXEN DRIVESANITARY SEWER A6 SEE SHEET SS8 84.00 ROW54.00 FL-FL 9' UTI L I T Y E A S E M E N T 9' UTI L I T Y E A S E M E N T SSMH A5 STA 20+88.55 N: 124776.94 E: 217177.78 STORM DRAIN B SEE SHEET ST2 WATER LINE A SEE SHEET WT1 - WT3 WATER LINE A SEE SHEET WT1 POND CULVERT 1 SEE SHEET ST7 LOT 10 LOT 11 LOT 12 TRACT M A4 BEGIN 12'' STEEL CASING STA 30+31.04 N: 125329.88 E: 217927.20 A5 END 12'' STEEL CASING STA 30+93.20 N: 125374.97 E: 217969.98 62.16 LF 12" STEEL CASING @ 1.00% (TO BE INSTALLED VIA OPEN CUT) PROPOSED GROUNDWATER BARRIER (TYP.) 4895 4900 4905 4910 4915 4920 4925 4930 4935 4895 4900 4905 4910 4915 4920 4925 4930 4935 20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 EXISTING GROUND PROPOSED GROUNDSSMH A6STA 23+00.16RIM 4920.7±INV. IN 4905.82 (NE)INV. OUT 4905.62 (SW)449.84 LF 12" PVC @ 0.50%SSMH A7STA 27+50.00RIM 4923.6±INV. IN 4908.40 (NE)INV. IN 4908.40 (NW)INV. OUT 4908.07 (SW)190.21 LF 8" PVC @ 0.50%SSMH A8STA 29+40.22RIM 4924.7±INV. IN 4909.55 (NE)INV. OUT 4909.35 (SW)177.15 LF 8" PVC @ 1.00%SSMH A9STA 31+17.37RIM 4925.8±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)211.61 LF 12" PVC @ 0.50% 180.38 LF 8" PVC @ 0.50% 36" RCP STORM STA.=30+71.13 INV.=4917.26 36" RCP STORM STA.=30+53.10 INV.=4917.20 GROUNDWATER BARRIER STA.=21+03.06 GROUNDWATER BARRIER STA.=23+14.67 GROUNDWATER BARRIER STA.=27+64.51 GROUNDWATER BARRIER STA.=29+54.72 GROUNDWATER BARRIER STA.=31+31.87 62.16 LF 12" STEEL CASING @ 1.00% (TO BE INSTALLED VIA OPEN CUT) SS2 PLAN & PROFILESANITARY LINE A39 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE:LINEMATCHSTA32+00SANITARY LINE A STAMATCH LINESEE SHEET32+00 SS3SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER PROPOSED WATER LINE PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM 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. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROPERTY BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / // / / / / / / / PROPOSED CENTERLINE E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY DCONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL PROPOSED NON-POTABLE WATER NPLINEMATCHSTA20+50STAMATCH LINESEE SHEET20+50 SS1CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SS2 SS1 SS3 NPNPNPNPNPNPNPNPNP NP NP NP NP NPUD SSMH A12 STA 38+08.78 N: 126062.96 E: 218095.74 SSMH A11 STA 34+81.37 N: 125735.54 E: 218095.13 SSMH A10 STA 32+97.75 N: 125554.14 E: 218066.69 327.42 LF 8" PVC @ 0.50% 183.61 LF 8 " P V C @ 0 . 5 0 % 18 0 . 3 8 L F 8 " P V C @ 0 . 5 0 % CARRIAGE PARKWAY 84.00 ROW 54.00 FL-FL 10' UTILITY EASEMENT 9' UTILITY EASEMENT WATER LINE A SEE SHEET WT1 - WT3POND CULVERT 1S E E S H E E T ST7LOT 13 LOT 12 A5 END 12'' STEEL CASING STA 30+93.20 N: 125374.97 E: 217969.98 PROPOSED GROUNDWATER BARRIER (TYP.) 4900 4905 4910 4915 4920 4925 4930 4935 4940 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 EXISTING GROUND PROPOSED GROUNDSSMH A10STA 32+97.75RIM 4926.9±INV. IN 4912.62 (N)INV. OUT 4912.42 (SW)183.61 LF 8" PVC @ 0.50%SSMH A11STA 34+81.37RIM 4928.0±INV. IN 4913.74 (N)INV. OUT 4913.54 (S)327.42 LF 8" PVC @ 0.50%SSMH A12STA 38+08.78RIM 4928.6±INV. OUT 4915.38 (S)180.38 LF 8" PVC @ 0.50% GROUNDWATER BARRIER STA.=33+12.26 GROUNDWATER BARRIER STA.=34+95.87 GROUNDWATER BARRIER STA.=38+23.29 SS3 PLAN & PROFILESANITARY LINE A40 ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE:LINEMATCHSTA32+00SANITARY LINE A SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER PROPOSED WATER LINE PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM 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. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROPERTY BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / // / / / / / / / PROPOSED CENTERLINE E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY DCONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL PROPOSED NON-POTABLE WATER NP STAMATCH LINESEE SHEET32+00 SS2CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SS1 SS2 SS3 NORTH N P NP NP NP NP NP NP NP NP NP NP NP SSMH A2W-3 STA 15+92.46 N: 124294.66 E: 216466.10 SSMH A2W-2 STA 14+64.04 N: 124166.25 E: 216539.57 SSMH A2W-1 STA 13+90.55 N: 124092.77 E: 216667.98 434.42 LF 15" PVC @ 0.15% 14 7 . 9 4 L F 1 5 " P V C @ 0 . 1 5 %147.94 LF 15 " PVC @ 0 .15%175.00 LF 15" PVC @ 0.15%50.00 FL-FL LAKE CANAL STREET A CARRIAGE PARKWAY9' UTILITY EASEMENT 9' UTILITY EASEMENT 77.00 ROW 8" PVC WATER SANITARY SEWER A (E) SEE SHEET SS7 LAKE CANAL CULVERT B SEE SHEET LC3 WATER LINE A SEE SHEET WT1 WATER LINE A1 SEE SHEET WT5 WATER LINE A1 (E) SEE SHEET WT8 SANITARY SEWER A SEE SHEET SS1 SSMH A2 (DROP MANHOLE) STA 13+90.48 N: 124092.76 E: 217102.40 PROPOSED GROUNDWATERBARRIER (TYP.)PROPOSED GROUNDWATER BARRIER (TYP.) 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+00 434.42 LF 15" PVC @ 0.15%SSMH A2W-1STA 13+90.55RIM 4918.2±INV. IN 4898.63 (NW)INV. OUT 4898.53 (E)147.94 LF 15" PVC @ 0.15%SSMH A2W-2STA 14+64.04RIM 4919.0±INV. IN 4898.95 (NW)INV. OUT 4898.85 (SE)147.94 LF 15" PVC @ 0.15%SSMH A2W-3STA 15+92.46RIM 4919.8±INV. IN 4899.27 (N)INV. OUT 4899.17 (SE)SSMH A2 (DROP MANHOLE)STA 13+90.48RIM 4916.1±INV. IN 4898.01 (N)INV. IN 4897.88 (W)INV. IN 4903.89 (E)INV. OUT 4897.63 (S)EXISTING GROUND PROPOSED GROUND GROUNDWATER BARRIER STA.=10+15.00 GROUNDWATER BARRIER STA.=14+48.93 GROUNDWATER BARRIER STA.=15+96.87 GROUNDWATER BARRIER STA.=17+44.81 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25SS4 PLAN & PROFILESANITARY LINE A2 (W)41 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SSA4 SSA5 SSA6 PROFILE SCALE: LINE MATCH STA 18+00 SANITARY LINE A2 (W) SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 EXISTING WATER PROPOSED WATER LINE PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM 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. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROPERTY BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / // / / / / / / / PROPOSED CENTERLINE E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY DCONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL PROPOSED NON-POTABLE WATER NP STAMATCH LINESEE SHEET18+00 SS5CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 18+0019+0020+0021+0022+0023+0024+0025+00 3.0' MIN. 6.32' 175.00 LF 15" PVC @ 0.15%SSMH A2W-5 (DROP MANHOLE)STA 19+00.29RIM 4916.6±INV. IN 4904.64 (N)INV. OUT 4900.52 (S)97.01 LF 8" PVC @ 0.50%SSMH A2W-6STA 19+97.30RIM 4917.1±INV. IN 4905.33 (NE)INV. OUT 4905.13 (S)97.01 LF 8" PVC @ 0.50% 189.75 LF 18" STEEL CASING @ 0.23% *1 (TO BE INSTALLED VIA OPEN CUT) 15' x4' RCB STA.=20+44.17 INV.=4908.18SSMH A2W-7STA 20+88.55RIM 4917.7±INV. IN 4906.02 (NE)INV. OUT 4905.82 (SW)376.99 LF 15" PVC @ 0.23%SSMH A2W-4STA 17+67.46RIM 4920.6±INV. IN 4899.64 (N)INV. OUT 4899.54 (S)57.00 LF 18" STEEL CASING @ 0.23% *1 (TO BE INSTALLED VIA OPEN CUT) 15' x4' RCB STA.=19+91.65 INV.=4911.28 15' x4' RCB STA.=22+27.72 INV.=4909.00 EXISTING GROUND EXISTING 60" CITY OF GREELEY WATERLINE EXISTING LAKE CANAL EXISTING TRIC CANAL PROPOSED BOX CULVERT BY OTHERS PROPOSED BOX CULVERT BY OTHERS PROPOSED GROUND CASING NOTE : *1 : CASING WILL BE CONSTRUCTED WITH LAKE CANAL IMPROVEMENTS. NO BORING AND JACKING IS REQUIRED. GROUNDWATER BARRIER STA.=19+19.81 GROUNDWATER BARRIER STA.=22+96.80 GROUNDWATER BARRIER STA.=23+93.81 GROUNDWATER BARRIER STA.=24+90.82 WW WW WWWWWWNPNPNPNPNPNP NP NP NP NP NPNPNPNPNPNPNPNPNPNPNPNPNPNPUDUDUDUDUDUDUDSSMH A2W-5 (DROP MANHOLE) STA 19+00.29 N: 124846.65 E: 216466.08 SSMH A2W-7 STA 20+88.55 N: 125012.10 E: 216561.68 SSMH A2W-6 STA 19+97.30 N: 124937.79 E: 216499.32 175.00 LF 15" PVC @ 0.15 % 97.0 1 L F 8 " P V C @ 0 . 5 0 % 9 7 . 0 1 L F 8 " P V C @ 0 . 5 0% 40 CITY OF GREELEY WATERLINE EASEMENT STREET A LAKE CANALTIMNATH RESERVOIR INLET CANAL50.00 FL-FL 77.00 ROW 9' UTILITY EASEMENT 9' UTILITY EASEMENT WATER LINE A1 SEE SHEET WT6 A2 (W) BEGIN 18'' STEEL CASING STA 18+23.17 N: 124525.37 E: 216466.09 A3 (W) END 18'' STEEL CASING STA 18+76.66 N: 124715.12 E: 216466.09 189.75 LF 18" STEEL CASING @ 0.23% (TO BE INSTALLED VIA OPEN CUT) POND CULVERT 2 SEE SHEET ST7 A4 (W) BEGIN 18'' STEEL CASING STA 18+76.66 N: 124763.57 E: 216466.09 A5 (W) END 18'' STEEL CASING STA 18+76.66 N: 124820.57 E: 216466.08 EXISTING CITY OF GREELEY 60" WATERLINE LAKE CANAL CULVERT C SEE SHEET LC3 TRIC CULVERT B SEE SHEET TRIC1 PROPOSED GROUNDWATER BARRIER (TYP.) 57.00 LF 18" STEEL CASING @ 0.23% (TO BE INSTALLED VIA OPEN CUT) SS5 PLAN & PROFILESANITARY LINE A2 (W)42 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE:LINEMATCHSTA18+00SANITARY LINE A2 (W)STAMATCH LINESEE SHEET18+00 SS4SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER PROPOSED WATER LINE PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM 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. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROPERTY BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / // / / / / / / / PROPOSED CENTERLINE E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY DCONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL PROPOSED NON-POTABLE WATER NP SSA6 SSA5 SSA4 LIN EMAT C H STA 25+ 0 0 STAMATCH LINESEE SHEET25+00 SS6CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 25+0026+0027+0028+0029+0030+0030+50 500.00 LF 8" PVC @ 0.50%SSMH A2W-8STA 23+00.16RIM 4920.8±INV. OUT 4908.52 (SW)EXISTING GROUND PROPOSED GROUND GROUNDWATER BARRIER STA.=29+90.82 UDUDUDUDUDSSMH A2W-8 STA 23+00.16 N: 125261.90 E: 216994.80 SSMH A2W-5 (DROP MANHOLE) STA 19+00.29 N: 124846.65 E: 216466.08 500.0 0 L F 8 " P V C @ 0 . 5 0 % STRE E T A 50.00 FL-FL77.00 ROW 9' UTI L I T Y E A S E M E N T 9' UTI L I T Y E A S E M E N T A5 (W) END 18'' STEEL CASING STA 18+76.66 N: 124820.57 E: 216466.08 WATER LINE A1 SEE SHEET WT7 PROPOSED GROUNDWATERBARRIER (TYP.) PROPOSED GROUNDWATER BARRIER (TYP.) KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25SS6 PLAN & PROFILESANITARY LINE A2 (W)43 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SSA4 SSA5 SSA6 PROFILE SCALE:LINEMATCHSTA25+00SANITARY LINE A2 (W) SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 EXISTING WATER PROPOSED WATER LINE PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM 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. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROPERTY BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / // / / / / / / / PROPOSED CENTERLINE E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY DCONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL PROPOSED NON-POTABLE WATER NP STAMATCH LINESEE SHEET25+00 SS5CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R H2O 12 " S S 12 " S S 12 " S S 12 " S S W W W W W W NP NP NP NP NP NP NP NP NP NP NP N P N P N P SSMH A2 (DROP MANHOLE) STA 13+90.48 N: 124092.76 E: 217102.40 50.00 FL-FL SANITARY SEWER A SEE SHEET SS1 LAKE CANAL STREET A CARRIAGE PARKWAY9' UTILITY EASEMENT 9' UTILITY EASEMENT 77.00 ROW 8" PVC WATER SSMH A2 (E)-1 STA 13+82.03 N: 124088.14 E: 217485.43 383.06 LF 8" PVC @ 0.50% A2 (E) BEGIN 12'' STEEL CASING STA 13+83.47 N: 124088.93 E: 217419.91 A2 (E) END 12'' STEEL CASING STA 13+82.21 N: 124088.24 E: 217477.05 57.14 LF 12" STEEL CASING @ 0.50% (TO BE INSTALLED VIA OPEN CUT) LAKE CANAL CULVERT A SEE SHEET LC2 WATER LINE A1 (E) SEE SHEET WT8 WATER LINE A SEE SHEET WT1 WATER LINE A1 SEE SHEET WT5 LAKE CANAL CULVERT B SEE SHEET LC3 TIMNAT H R E S E R V O I R I N L E T C A N A L PROPOSED GROUNDWATERBARRIER (TYP.)4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+50 10+00 11+00 12+00 13+00 14+00 14+50SSMH A2 (DROP MANHOLE)STA 13+90.48RIM 4916.1±INV. IN 4898.01 (N)INV. IN 4897.88 (W)INV. IN 4903.89 (E)INV. OUT 4897.63 (S)383.06 LF 8" PVC @ 0.50%SSMH A2 (E)-1STA 13+82.03RIM 4916.6±INV. OUT 4905.80 (W)57.14 LF 12" STEEL CASING @ 0.50% (TO BE INSTALLED VIA OPEN CUT) 15' x4' RCB STA.=13+46.11 INV.=4910.6212" PVC WATER STA.=10+18.40 INV.=4909.69 EXISTING LAKE CANAL CASING NOTE : *1 : CASING WILL BE CONSTRUCTED WITH LAKE CANAL IMPROVEMENTS. NO BORING AND JACKING IS REQUIRED. PROPOSED BOX CULVERT BY OTHERS GROUNDWATER BARRIER STA.=13+97.56 GROUNDWATER BARRIER STA.=10+15.00 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25SS7 PLAN & PROFILESANITARY LINE A2 (E)44 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SSA7 PROFILE SCALE: SANITARY LINE A2 (E) SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 EXISTING WATER PROPOSED WATER LINE PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM 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. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROPERTY BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / // / / / / / / / PROPOSED CENTERLINE E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY DCONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL PROPOSED NON-POTABLE WATER NP CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 4900 4905 4910 4915 4920 4925 4930 4935 4940 4900 4905 4910 4915 4920 4925 4930 4935 4940 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00 SSMH A7-1STA 27+39.99RIM 4925.6±INV. IN 4910.60 (NW)INV. OUT 4910.40 (SE)153.60 LF 8" PVC @ 0.50%SSMH A7-2STA 27+36.13RIM 4926.4±INV. IN 4911.57 (NW)INV. OUT 4911.37 (SE)175.77 LF 8" PVC @ 0.50%SSMH A7-3STA 26+97.48RIM 4927.4±INV. IN 4912.65 (NW)INV. OUT 4912.45 (SE)304.16 LF 8" PVC @ 0.50%SSMH A7-4STA 25+74.10RIM 4928.7±INV. OUT 4914.17 (SE)400.00 LF 8" PVC @ 0.50%SSMH A7STA 27+50.00RIM 4923.6±INV. IN 4908.40 (NE)INV. IN 4908.40 (NW)INV. OUT 4908.07 (SW)EXISTING GROUND PROPOSED GROUND 8" PVC WATER STA.=14+23.67 TOP=4920.32 18" RCP STORM STA.=10+14.22 INV.=4917.86 WNPUDUDUDSSMH A7-4 STA 25+74.10 N: 125945.81 E: 217050.54 SSMH A7-3 STA 26+97.48 N: 125766.28 E: 217296.06 SSMH A7-2 STA 27+36.13 N: 125636.89 E: 217415.03 SSMH A7-1 STA 27+39.99 N: 125505.69 E: 217494.90 304.16 LF 8" P V C @ 0 . 5 0 % 175.77 LF 8" PVC @ 0.50% 153.60 L F 8 " P V C @ 0 . 5 0 % 400.00 L F 8 " P V C @ 0 . 5 0 %STREET ACARRIAGE PARKWAYCARRIAGE PARKWAYVIXEN DRIVE VIXEN D R I V E SANITARY SEWER A SEE SHEET SS3 44' FL-FL 9' UTILITY E A S E M E N T 9' UTILITY E A S E M E N T SSMH A7 STA 27+50.00 N: 125164.01 E: 217702.88 WATER LINE A1 SEE SHEET WT7 WATER LINE A2 SEE SHEET W9 WATER LINE A1 SEE SHEET WT3 71' ROW STORM DRAIN B SEE SHEET ST2 WATER LINE A2 SEE SHEET WT10 SS8 PLAN & PROFILESANITARY LINE A745 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SS8 PROFILE SCALE: SANITARY LINE A7 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER PROPOSED WATER LINE PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM 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. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROPERTY BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / // / / / / / / / PROPOSED CENTERLINE E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY DCONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL PROPOSED NON-POTABLE WATER NP CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NPNPNPNP NP UD UD UD UD UD W W W W W W W W W W W W W W INLET A2 STA 11+14.09 N: 124553.03 E: 217137.06INLET A1 STA 10+59.59 N: 124560.69 E: 217083.10 FES A STA 10+00.00 N: 124562.26 E: 217023.53 59.59 LF 30" RCP @ 1.95% EXISTING 40' CITY OF GREELEY WATERLINE EASEMENT POND 2 STORM DRAIN B SEE SHEET ST2 WATER LINE A SEE SHEET WT1 SANITARY SEWER A SEE SHEET SS1 TRIC CULVERT A SEE SHEET TRIC1 LAKE CANAL CULVERT B SEE SHEET LC3 EXISTING CITY OF GREELEY 60" WATERLINE POND OUTLET 2 SEE SHEET ST6 LAKE CA N A L TRIC CANAL STUB A3 STA 11+51.88 N: 124547.91 E: 217174.50 37.79 LF 15" RCP @ 0.50% 54.50 LF 30" RCP @ 1.95% TRACT J TRACT K TRACT G LOT 10 LOT 11 9' UTILITY EASEMENT9' UTILITY EASEMENT50' CACHE LA POUDRE ACCESS EASEMENT 4895 4900 4905 4910 4915 4920 4925 4930 4935 4895 4900 4905 4910 4915 4920 4925 4930 4935 9+50 10+00 11+00 12+00FES ASTA 10+00.00RIM 4913.8±INV. IN 4910.84 (E)INLET A1STA 10+59.59RIM 4917.7±INV. IN 4912.00 (E)INV. OUT 4912.00 (W)INLET A2STA 11+14.09RIM 4918.2±INV. IN 4913.16 (E)INV. OUT 4913.06 (W)STUB A3STA 11+51.88INV. 4913.35 (W)PROPOSED GROUND EXISTING GROUND PRIVATELY OWNED AND MAINTAINED PUBLICLY OWNED AND MAINTAINED 59.59 LF 30" RCP @ 1.95% 54.50 LF 30" RCP @ 1.95% 37.79 LF 15" RCP @ 0.50% 18" MIN. 12" PVC WATER STA.=11+03.74 TOP=4910.94 18" PVC SANITARY STA.=10+79.03 INV.=4898.80 ST1 PLAN & PROFILESTORM DRAIN A46 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: STORM DRAIN A SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET ID TYPE A1 15' TYPE R A2 10' TYPE R C2-1 25' TYPE R C3 20' TYPE R C2-A1 25' TYPE R C2-B1 20' TYPE R C2-A2 10' TYPE R F2 10' TYPE R F3 10' TYPE R G2 5' TYPE R G3 5' TYPE R NPPROPOSED NON-POTABLE WATER LINE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R ST1 4900 4905 4910 4915 4920 4925 4930 4935 4900 4905 4910 4915 4920 4925 4930 4935 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50STMH B5 (4' Ø)STA 20+06.52RIM 4923.7±INV. IN 4918.47 (NW)INV. OUT 4918.47 (SW)STMH B4 (4' Ø)STA 17+40.02RIM 4922.2±INV. IN 4916.49 (NE)INV. OUT 4916.49 (SW)STMH B3 (4' Ø)STA 14+73.52RIM 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 B6STA 20+79.40INV. 4919.00 (SE)FES BSTA 10+00.00RIM 4912.8±INV. IN 4911.00 (E)8" PVC WATER STA.=19+34.88 TOP=4916.23 8" PVC SANITARY STA.=19+24.83 INV.=4908.47 18" MIN. EXISTING GROUND PROPOSED GROUND PRIVATELY OWNED AND MAINTAINED PUBLICLY OWNED AND MAINTAINED 266.50 LF 18" RCP @ 0. 7 4 % 215.07 LF 18" RCP @ 0. 7 4 % 178.02 LF 18" RCP @ 0 . 7 4 % 80.43 LF 18" RCP @ 0.74% 266.50 LF 18" RCP @ 0 . 7 4 % 72.88 LF 18" RCP @ 0.73%NPNPNPNP NP NP NPNPUDUDUDUDUDUD UD U D UDVAULT ELECVAULTELECVAULTELEC EEEEEEWWWWWWWWW54.00 FL-FL 9' UTI L I T Y E A S E M E N T CARR I A G E P A R K W A Y EXISTING CITY OF GREELEY 60" WATERLINE 40 CITY OF GREELEY WATERLINE EASEMENT VIXEN DRIVE44.00 FL-FL 84.00 ROW 71.00 ROW POND 3 STMH B5 (4' Ø) STA 20+06.52 N: 125217.53 E: 217765.92 STMH B4 (4' Ø) STA 17+40.02 N: 125082.56 E: 217536.13 STMH B3 (4' Ø) STA 14+73.52 N: 124947.59 E: 217306.34 STMH B2 (4' Ø) STA 12+58.45 N: 124782.05 E: 217169.03 STMH B1 (4' Ø) STA 10+80.43 N: 124615.70 E: 217105.65 OUTLET B6 STA 20+79.40 N: 125279.53 E: 217727.61 FES B STA 10+00.00 N: 124600.51 E: 217026.67 72.88 LF 18" RCP @ 0.73% 266.5 0 L F 1 8 " R C P @ 0 . 7 4 % 215.07 LF 18" RCP @ 0 . 7 4 % 178.0 2 L F 1 8 " R C P @ 0. 7 4 % 80 . 4 3 L F 1 8 " R C P @ 0 . 7 4 % 266.5 0 L F 1 8 " R C P @ 0 . 7 4 % 9' UTI L I T Y E A S E M E N T SANITARY SEWER A6 SEE SHEET SS8 TRIC CULVERT A SEE SHEET TRIC1 LAKE CANAL CULVERT B SEE SHEET LC3 POND OUTLET 2 SEE SHEET ST6 STORM DRAIN A SEE SHEET ST1 WATER LINE A SEE SHEET WT2 WATER LINE A1 SEE SHEET WT5 SANITARY SEWER A SEE SHEET SS2 TRACT J TRACT M LOT 10 LOT 11 LOT 12 9' UTILITY EASEMENTPROFILE SCALE: STORM DRAIN B ST2 PLAN & PROFILESTORM DRAIN B47 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET ID TYPE A1 15' TYPE R A2 10' TYPE R C2-1 25' TYPE R C3 20' TYPE R C2-A1 25' TYPE R C2-B1 20' TYPE R C2-A2 10' TYPE R F2 10' TYPE R F3 10' TYPE R G2 5' TYPE R G3 5' TYPE R NPPROPOSED NON-POTABLE WATER LINE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R ST2 4890 4895 4900 4905 4910 4915 4920 4925 4890 4895 4900 4905 4910 4915 4920 4925 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+75INLET C3STA 17+10.30FL. EL 4912.2±INV. OUT 4906.32 (W)FES CSTA 10+00.02INV. 4904.50 (S)STMH C2 (6' Ø FLAT-TOP)STA 13+12.56RIM 4910.8±INV. IN 4905.30 (E)INV. IN 4905.30 (S)INV. OUT 4905.30 (W)STMH C1 (4' Ø)STA 10+98.65RIM 4912.8±INV. IN 4904.75 (E)INV. OUT 4904.75 (N)24" WATER STA.=14+80.52 TOP=4903.87 18" PVC SANITARY STA.=16+55.01 INV.=4896.10 18" MIN. EXISTING GROUND PROPOSED GROUND PUBLICLY OWNED AND MAINTAINED 12" PVC WATER STA.=10+57.80 TOP=4902.71 98.62 LF 48" RCP @ 0.26% 397.74 LF 42" RCP @ 0.26% 213.91 LF 48" RCP @ 0.26% 18" MIN. G G G G G G G G G G G G G N P N P NP NP NP NPNP NP NP NP NP NP NP U D UD UDUDUD UD UD UD UD UD GE EEEEEE E E E E E E E E E E E FO WWWWW EG / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /INLET C3 STA 17+10.30 N: 123656.18 E: 217142.72 FES C STA 10+00.02 N: 123748.29 E: 216524.98 98.62 LF 48" RCP @ 0.26%UTILITY EASEMENTCARRIAGE PARKWAY117.00 ROW 90.00 FL-FL9' UTILITY EASEMENT213.91 LF 48" RCP @ 0.26% 397.74 LF 42" RCP @ 0.26% POND 1 WATER LINE B SEE SHEET WT11 WATER LINE B_B1 SEE SHEET WT12 WATER LINE A SEE SHEET WT1 SANITARY SEWER A SEE SHEET SS1 STMH C1 (4' Ø) STA 10+98.65 N: 123649.85 E: 216531.12 PROSPECT ROAD STMH C2 (6' Ø FLAT-TOP) STA 13+12.56 N: 123649.81 E: 216745.03 LOT 2 LOT 3 LOT 6 LOT 1 9' UTILITY EASEMENTSTORM DRAIN C2 SEE THIS SHEET 4895 4900 4905 4910 4915 4920 4925 4930 4895 4900 4905 4910 4915 4920 4925 4930 9+50 10+00 11+00STMH C2 (6' Ø FLAT-TOP)STA 13+12.56RIM 4910.8±INV. IN 4905.30 (E)INV. IN 4905.30 (S)INV. OUT 4905.30 (W)INLET C2-1STA 13+12.53FL. EL 4910.2±INV. OUT 4905.48 (N)PROPOSED GROUND EXISTING GROUND PUBLICLY OWNED AND MAINTAINED 36.00 LF 36" RCP @ 0.50% G G G GNPNPNPNPNP NP UD UD UD UD UD E E E E E W / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / 397.74 LF 42" RCP @ 0.26% PROSPECT ROAD STMH C2 (6' Ø FLAT-TOP) STA 13+12.56 N: 123649.81 E: 216745.03 LOT 2 INLET C2-1 STA 13+12.53 N: 123613.82 E: 216745.02 36.00 LF 36" RCP @ 0.50% STORM DRAIN C SEE THIS SHEET STORM DRAIN C ST3 PLAN & PROFILESTORM DRAIN C & C248 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET ID TYPE A1 15' TYPE R A2 10' TYPE R C2-1 25' TYPE R C3 20' TYPE R C2-A1 25' TYPE R C2-B1 20' TYPE R C2-A2 10' TYPE R F2 10' TYPE R F3 10' TYPE R G2 5' TYPE R G3 5' TYPE R NPPROPOSED NON-POTABLE WATER LINE PROFILE SCALE: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R ST3 PROFILE SCALE: STORM DRAIN C2 4895 4900 4905 4910 4915 4920 4925 4930 4895 4900 4905 4910 4915 4920 4925 4930 9+5010+0011+0011+75 FES 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 GROUND PROPOSED GROUND PUBLICLY OWNED AND MAINTAINED 12" PVC WATER STA.=10+61.43 TOP=4902.40 95.14 LF 24" RCP @ 0.64% 10.00 LF 24" EX. RCP @ 9.24% 18" MIN. G G G G G G G N P N P NP U D U D UD / / / / / / / // / / / / / / /F E SE E E E E E E D D VAULT ELEC WWWWWWE E POND 1 EX. INLET D2 N: 123618.5± E: 216400.3± FES D STA 10+00.00 N: 123766.39 E: 216398.12 95.14 LF 24" RCP @ 0.64%STMH D1 (4' Ø) STA 10+95.14 N: 123671.25 E: 216397.94 STORM DRAIN C SEE SHEET ST3 POND OUTLET 1 SEE SHEET ST6 PROSPECT ROAD LOT 1 1 6 . 2 8 WWELEC E E EEEEELEC ELEC ELECELEC ELEC FO FO FO FO FO FO FO FOE E E E E E XXG G G / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / FES E2 STA 10+68.17 N: 123663.01 E: 217457.52 60.67 LF 15" RCP @ 0.50% PIPE CONNECTION A3-1 STA 10+07.50 N: 123671.20 E: 217397.41 LAKE CANAL CULVERT A SEE SHEET LC1 WATER LINE B SEE SHEET WT12 PROSPECT ROAD LOT 7 ADD'L ROW DEDICATED BY THIS PLAT 4900 4905 4910 4915 4920 4925 4930 4935 4900 4905 4910 4915 4920 4925 4930 4935 9+50 10+00 11+00 11+50FES E2STA 10+68.17RIM 4914.2±INV. OUT 4912.64 (W)15' x4' RCB STA.=10+00.00 INV.=4910.34 PIPE CONNECTION A3-1STA 10+07.50RIM 4913.9±INV. IN 4912.34 (W)INV. IN 4912.34 (E)EXISTING GROUND PROPOSED GROUND FLAP GATE AT OUTLET PRIVATELY OWNED AND MAINTAINED 60.67 LF 15" RCP @ 0.50% STORM DRAIN D ST4 PLAN & PROFILESTORM DRAIN D & E49 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET ID TYPE A1 15' TYPE R A2 10' TYPE R C2-1 25' TYPE R C3 20' TYPE R C2-A1 25' TYPE R C2-B1 20' TYPE R C2-A2 10' TYPE R F2 10' TYPE R F3 10' TYPE R G2 5' TYPE R G3 5' TYPE R NPPROPOSED NON-POTABLE WATER LINE PROFILE SCALE: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R PROFILE SCALE: STORM DRAIN E STORM ESTORM D NP NP NP NP NP NPVAULTELEC EEEWWWH2O ELEC SSSSSSS SS SS SSSSSSEE EEEEEWWWXXXEND F1 STA 10+00.00 N: 126208.81 E: 216895.03 END F4 STA 11+03.00 N: 126207.56 E: 216998.02 VIXEN DRIVEINLET F3 STA 10+68.80 N: 126207.98 E: 216963.82 INLET F2 STA 10+34.21 N: 126208.40 E: 216929.24 34.20 LF 18" RCP @ 0.44% 34.59 LF 18" RCP @ 0.44% 34.21 LF 18" RCP @ 0.44% WATER LINE A2 SEE SHEET W9 FOX GROVE SUBDIVISION NP NP NP NP NPNPNPWWWW ELEC FO D SSSSSSS SS SS SSSSSSSTSTSTFOFO FOWWWGGG GEND G1 STA 10+00.00 N: 126198.08 E: 218044.49 END G4 STA 11+13.41 N: 126197.08 E: 218147.48 CARRIAGE PARKWAYINLET G3 STA 10+81.47 N: 126213.59 E: 218121.02 INLET G2 STA 10+31.47 N: 126213.68 E: 218071.02 31.20 LF 15" RCP @ 0.46% 50.00 LF 15" RCP @ 0.45% 30.77 LF 18" RCP @ 0.46% WATER LINE A SEE SHEET WT3 SANITARY SEWER A SEE SHEET SS3 FOX GROVE SUBDIVISION 4910 4915 4920 4925 4930 4935 4940 4945 4910 4915 4920 4925 4930 4935 4940 4945 9+50 10+00 11+00 11+75END G1STA 10+00.00INV. 4922.07 (NE)INLET G2STA 10+31.47FL. EL 4925.0±INV. IN 4922.22 (E)INV. OUT 4922.22 (SW)INLET G3STA 10+81.47FL. EL 4925.1±INV. IN 4922.44 (SE)INV. OUT 4922.44 (W)END G4STA 11+13.41INV. 4922.59 (NW)18" MIN. PROPOSED GROUND BOTTOM OF IRRIGATION DITCH PRIVATELY OWNED AND MAINTAINED PUBLICLY OWNED AND MAINTAINED 12" PVC WATER STA.=10+50.82 TOP=4920.59 30.77 LF 18" RCP @ 0.46% 50.00 LF 15" RCP @ 0.45% 31.20 LF 15" RCP @ 0.46% 4905 4910 4915 4920 4925 4930 4935 4940 4905 4910 4915 4920 4925 4930 4935 4940 9+50 10+00 11+00 11+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 OF IRRIGATION DITCH PROPOSED GROUND PRIVATELY OWNED AND MAINTAINED PUBLICLY OWNED AND MAINTAINED 18" MIN. 12" PVC WATER STA.=10+61.44 TOP=4917.39 34.21 LF 18" RCP @ 0.44% 34.59 LF 18" RCP @ 0.44% 34.20 LF 18" RCP @ 0.44% ST5 PLAN & PROFILESTORM DRAIN F & G50 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 STORM DRAIN F SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET ID TYPE A1 15' TYPE R A2 10' TYPE R C2-1 25' TYPE R C3 20' TYPE R C2-A1 25' TYPE R C2-B1 20' TYPE R C2-A2 10' TYPE R F2 10' TYPE R F3 10' TYPE R G2 5' TYPE R G3 5' TYPE R NPPROPOSED NON-POTABLE WATER LINE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R STORM DRAIN G PROFILE SCALE:PROFILE SCALE: STORM GSTORM F G G G G G G G N P N P NP NP U D U D U D UD ELEC FE SE E E E E E D D VAULT ELEC WWWWWWWE E E OUTLET P1-1 STA 10+00.00 N: 123769.43 E: 216356.78 EX. 36" RCP @ 0.42% POND 1 EXISTING 36" RCP STORM DRAIN EXISTING 24" RCP STORM DRAIN STMH P1 (5' Ø) STA 10+99.06 N: 123670.38 E: 216358.1699.06 LF 36" RCP @ 0.30%STORM DRAIN C SEE SHEET ST3 STORM DRAIN D SEE SHEET ST4 4900 4905 4910 4915 4920 4925 4930 4935 4900 4905 4910 4915 4920 4925 4930 4935 9+5010+0011+0011+50 OUTLET P2-1STA 10+88.46INV. 4910.90 (S)FES P2STA 10+00.00INV. 4910.50 (N)2.43' PRIVATELY OWNED AND MAINTAINED PUBLICLY OWNED AND MAINTAINED 88.46 LF 18" RCP @ 0.45% EXISTING GROUND PROPOSED GROUND EXISTING TRIC CANAL FLAP GATE AT OUTLET EXISTING 60" CITY OF GREELEY WATERLINE NP NP NP NP NP NP NP NP NP NPNPNPNP NP UD W W W W W W W OUTLET P2-1 STA 10+88.46 N: 124505.99 E: 216997.77 FES P2 STA 10+00.00 N: 124417.86 E: 216990.0488.46 LF 18" RCP @ 0.45%EXISTING 40' CITY OF GREELEY WATERLINE EASEMENT RAIN GARDEN 4 POND 2 50' CACHE LA POUDRE ACCESS EASEMENT EXISTING CITY OF GREELEY 60" WATERLINE STORM DRAIN B SEE SHEET ST2 TRIC CULVERT A SEE SHEET TRIC1 LAKE CANAL CULVERT B SEE SHEET LC3 STORM DRAIN A SEE SHEET ST1 SIDE SLOPE SCOUR STOP 4895 4900 4905 4910 4915 4920 4925 4930 4895 4900 4905 4910 4915 4920 4925 4930 9+50 10+00 11+00 11+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)PRIVATELY OWNED AND MAINTAINED PUBLICLY OWNED AND MAINTAINED 99.06 LF 36" RCP @ 0.30% 10.00 LF 36" RCP @ 0.42% 12" PVC WATER STA.=10+60.05 TOP=4902.30 1.62' EXISTING GROUND PROPOSED GROUND ST6 PLAN & PROFILESTORM POND OUTLET 1 & 251 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: POND OUTLET 1 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET ID TYPE A1 15' TYPE R A2 10' TYPE R C2-1 25' TYPE R C3 20' TYPE R C2-A1 25' TYPE R C2-B1 20' TYPE R C2-A2 10' TYPE R F2 10' TYPE R F3 10' TYPE R G2 5' TYPE R G3 5' TYPE R NPPROPOSED NON-POTABLE WATER LINE POND OUTLET 2 PROFILE SCALE: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R POND OUTLET 2 POND OUTLET 1 NPNPUD UD UD U D U DUD VAUL TELEC VAU L T ELEC VAU LTELECE POND 3 POND 3 FES C1-A1 STA 12+27.73 N: 125328.78 E: 218059.65 FES C1-C1 STA 12+27.68 N: 125313.40 E: 218055.22 FES C1-A STA 10+10.00 N: 125389.00 E: 217850.44 FES C1-C STA 10+10.00 N: 125373.63 E: 217846.01 STORM DRAIN B SEE SHEET ST2 CAR RI A G E P A R K W A Y 217.70 LF 36" RCP @ 0.70% 217.70 LF 36" RCP @ 0.70% FES C1-B STA 10+10.00 N: 125381.31 E: 217848.23 FES C1-B1 STA 12+27.70 N: 125321.68 E: 218057.60 WATER LINE A SEE SHEET WT3 SANITARY SEWER A SEE SHEET SS3 NP N P N P N P N P NP NPNPN P N P N P N P UD UD UD W W W W W W W W POND 2 POND 2 WALL H4 STA 11+56.71 N: 124792.07 E: 216395.37 WALL H STA 10+00.00 N: 124767.78 E: 216545.39 STREET AINLET H3 STA 11+10.98 N: 124792.07 E: 216441.10 INLET H2 STA 10+61.00 N: 124792.07 E: 216491.08 13.52 LF 15'x4' RCB @ 0.00% 45.73 LF 15'x4' RCB @ 0.00% 49.98 LF 15'x4' RCB @ 0.00% WATER LINE A1 SEE SHEET WT6 SANITARY SEWER A2 (W) SEE SHEET SS5 IRRIGATION PUMP HOUSE 47.48 LF 15'x4' RCB @ 0.00% CULVERT BEND H1 STA 10+47.48 N: 124792.07 E: 216504.60 4895 4900 4905 4910 4915 4920 4925 4930 4935 4895 4900 4905 4910 4915 4920 4925 4930 4935 9+5010+0011+0012+0012+50 18" MIN.WALL HSTA 10+00.00INV. 4909.00 (NW)INLET H3STA 11+10.98FL. EL 4915.7±INV. IN 4909.00 (W)INV. OUT 4909.00 (E)WALL H4STA 11+56.71INV. 4909.00 (E)INLET H2STA 10+61.00FL. EL 4915.7±INV. IN 4909.00 (W)INV. OUT 4909.00 (E)PROPOSED GROUND EXISTING GROUNDCULVERT BEND H1STA 10+47.48INV. 4909.00 (W)INV. 4909.00 (SE)PUBLICLY OWNED AND MAINTAINED 20" WATER STA.=10+70.98 TOP=4907.17 13.52 LF 15'x4' RCB @ 0.00% 47.48 LF 15'x4' RCB @ 0.00% 49.98 LF 15'x4' RCB @ 0.00% 45.73 LF 15'x4' RCB @ 0.00% 15" PVC SANITARY STA.=10+85.99 INV.=4900.39 4900 4905 4910 4915 4920 4925 4930 4935 4940 4900 4905 4910 4915 4920 4925 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 18" MIN.FES C1-B1STA 12+27.70INV. 4918.02 (W)FES C1-BSTA 10+10.00INV. 4916.50 (E)PROPOSED GROUND EXISTING GROUND PRIVATELY OWNED AND MAINTAINED 24" WATER STA.=11+38.94 TOP=4915.55 8" PVC SANITARY STA.=11+14.58 INV.=4910.77 217.70 LF 36" RCP @ 0.70 % ST7 PLAN & PROFILEPOND CULVERT 1 & 252 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: POND CULVERT 1 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET ID TYPE A1 15' TYPE R A2 10' TYPE R C2-1 25' TYPE R C3 20' TYPE R C2-A1 25' TYPE R C2-B1 20' TYPE R C2-A2 10' TYPE R F2 10' TYPE R F3 10' TYPE R G2 5' TYPE R G3 5' TYPE R NPPROPOSED NON-POTABLE WATER LINE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R POND CULVERT 2 PROFILE SCALE: POND CULVERT 2 POND CULVERT 1 N P NP NP NP NP NPNPNPNPNPNPNPNPN P N P N P N P N P N P N P N P N P N P N P N P W W W W W W W W W W POND 2 WALL TRIC B1 STA 11+57.72 N: 124653.13 E: 216404.58 WALL TRIC B STA 10+00.00 N: 124560.54 E: 216532.26 157.72 LF 15'x4' RCB @ 0.006% 14" STEEL CASING FOR 12" WATER MAIN TO BE INSTALLED WITH CANAL IMPROVEMENTS 18" STEEL CASING FOR 15" SANITARY MAIN TO BE INSTALLED WITH LAKE CANAL IMPROVEMENTS A2 (W) BEGIN 18'' STEEL CASING INV. IN=4899.64 (N) N:124525.37 E:216466.09 BEGIN 20'' STEEL CASING INV. IN=4904.45 (N) N:124524.82 E:216481.09 A3 (W) END 18'' STEEL CASING INV. OUT=4900.09 (S) N:124715.12 E:216466.09 END 20'' STEEL CASING INV. OUT=4904.45 (S) N:124617.32 E:216481.09 LAKE CANAL CULVERT C SEE SHEET LC3 EXISTING 60" GREELEY WATER MAIN 50' CACHE LA POUDRE ACCESS EASEMENT NP NP NP NP NP NP NP NP NP NP NP NP NP NPNPNP NP NP W W W W W W W W W W POND 2 LAKE CANAL CULVERT B SEE SHEET LC3 WATER LINE A SEE SHEET WT1 SANITARY SEWER A SEE SHEET SS1 A2 BEGIN 24'' STEEL CASING INV. IN=4898.20 (N) N:124323.79 E:217102.37 A3 END 24'' STEEL CASING INV. OUT=4898.45 (S) N:124485.75 E:217102.35 24" STEEL CASING FOR 12" WATER MAIN TO BE INSTALLED WITH CANAL IMPROVEMENTS 24" STEEL CASING FOR 18" SANITARY MAIN TO BE INSTALLED WITH LAKE CANAL IMPROVEMENTS WALL TRIC A1 STA 11+51.56 N: 124404.40 E: 217028.38 WALL TRIC A STA 10+00.00 N: 124391.76 E: 217179.42 151.56 LF 15'x4' RCB @ 0.007% EXISTING 60" GREELEY WATER MAIN 50' CACHE LA POUDRE ACCESS EASEMENT END 24'' STEEL CASING INV. OUT=4903.32 (S) N:124414.52 E:217120.85 BEGIN 24'' STEEL CASING INV. IN=4903.32 (N) N:124333.28 E:217120.84 4895 4900 4905 4910 4915 4920 4925 4930 4895 4900 4905 4910 4915 4920 4925 4930 9+2510+0011+0012+0012+25 EXISTING GROUND PROPOSED GROUND 24" WATER STEEL CASING STA.=10+58.78 TOP=4905.35 24" SANITARY STEEL CASING STA.=10+77.33 INV.=4898.32 151.56 LF 15'x4' RCB @ 0.007%WALL TRIC A1STA 11+51.56INV. 4908.13 (E)WALL TRIC ASTA 10+00.00INV. 4908.12 (W)18" MIN. PRIVATELY OWNED AND MAINTAINED 4895 4900 4905 4910 4915 4920 4925 4930 4895 4900 4905 4910 4915 4920 4925 4930 9+2510+0011+0012+0012+25 157.72 LF 15'x4' RCB @ 0.006%WALL TRIC B1STA 11+57.72INV. 4908.18 (SE)WALL TRIC BSTA 10+00.00INV. 4908.17 (NW)EXISTING GROUND PROPOSED GROUND 18" SANITARY STEEL CASING STA.=10+81.75 INV.=4899.84 20" WATER STEEL CASING STA.=10+63.22 TOP=4906.15 18" MIN. PRIVATELY OWNED AND MAINTAINED TRIC1PLAN & PROFILETRIC CULVERTS CANAL A & B53 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 PROFILE SCALE: TRIC CULVERT B SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY INLET SCHEDULE: INLET ID TYPE A1 15' TYPE R A2 10' TYPE R C2-1 25' TYPE R C3 20' TYPE R C2-A1 25' TYPE R C2-B1 20' TYPE R C2-A2 10' TYPE R F2 10' TYPE R F3 10' TYPE R G2 5' TYPE R G3 5' TYPE R NPPROPOSED NON-POTABLE WATER LINE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R TRIC CULVERT A PROFILE SCALE: TRIC A TRIC B ELECEEEEEEEEEEEEELECELECELECELECELEC/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOFOFOFOWWWWW WEEEEEECTVX X XXOHUOHUOHUOHUOHUOHUOHUGGGGGXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WGXXCWALL A STA 10+00.00 N: 123483.24 E: 217401.94 43.26 LF 15'x4' RCB @ 0.053% BEND A1 STA 10+43.26 N: 123523.35 E: 217385.74 BEND A2 STA 11+62.11 N: 123642.21 E: 217385.76 END 24'' STEEL CASING B INV. OUT=4906.45 (W) N:123585.78 E:217403.68 BEGIN 24'' STEEL CASING B INV. IN=4906.45 (E) N:123585.79 E:217367.82 118.85 LF 15'x4' RCB @ 0.053% 30.31 LF 15'x4' RCB @ 0.154% FES E2 INV. OUT=4912.64 (W) N:123663.01 E:217457.52 60.67 LF 15" RCP @ 0.50% 440.74 LF 1 5 ' x 4 ' R C B @ 0 . 0 6 7 % A3 STA 11+92.42 N: 123672.22 E: 217389.98 24" STEEL CASING FOR FUTURE 12" WATER MAIN TO BE INSTALLED WITH CANAL IMPROVEMENTS PIPE CONNECTION A3-1 STA 11+92.45 N: 123671.20 E: 217397.41 4895 4900 4905 4910 4915 4920 4925 4930 4935 4895 4900 4905 4910 4915 4920 4925 4930 4935 9+5010+0011+0012+0013+0014+0014+50 24" WATER STEEL CASING STA.=11+05.69 TOP=4908.49 STA.=10+47.7±EX. FIBER OPTIC LINESTA.=10+47.9±EX. CABLE LINESTA.=10+53.7±EX. GAS LINESTA.=10+92.1±EX. POWER LINESTA.=10+98.6±EX. POWER LINESTA.=10+48.8±EX. POWER LINEWALL ASTA 10+00.00INV. 4910.30 (N)BEND A1STA 10+43.26INV. 4910.33 (N)INV. 4910.33 (S)BEND A2STA 11+62.11INV. 4910.39 (N)INV. 4910.39 (S)WALL ASTA 10+00.00INV. 4910.30 (N)A3STA 11+92.42INV. 4910.34 (N)INV. 4910.34 (S)INV. 4912.34 (E)EXISTING GROUND PROPOSED GROUND 15" RCP STORM STA.=11+92.42 INV.=4912.34 PRIVATELY OWNED AND MAINTAINED 43.26 LF 15'x4' RCB @ 0.053%118.85 LF 15'x4' RCB @ 0.053% 30.31 LF 15'x4' RCB @ 0.154% 440.74 LF 15'x4' RCB @ 0.067% LC1 PLAN & PROFILELAKE CANAL CULVERT A54 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 PROFILE SCALE: KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET D1 FOR RIP-RAP SCHEDULE. PROPOSED RIGHT OF WAY LC1 LINEMATCHSTA14+50LAKE CANAL CULVERT A STAMATCH LINESEE SHEET14+50LC2SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 LC2 WWWALL A7 STA 18+62.97 N: 124306.23 E: 217393.79 BEND A4 STA 16+33.16 N: 124108.67 E: 217451.30 BEND A6 STA 18+36.00 N: 124300.48 E: 217420.14 BEND A5 STA 17+86.42 N: 124261.93 E: 217451.33 153.26 LF 15'x4' RCB @ 0.053% 26.97 LF 15'x4' RCB @ 0.053% 49.59 LF 15'x4' RCB @ 0.053% A2 (E) END 12'' STEEL CASING INV. OUT=4905.60 (W) N:124088.24 E:217477.05 A2 (E) BEGIN 12'' STEEL CASING INV. IN=4905.31 (E) N:124088.93 E:217419.91 BEGIN 20'' STEEL CASING (A1(E)) INV. IN=4906.90 (E) N:124100.66 E:217432.25 END 20'' STEEL CASING (A1(E)) INV. OUT=4906.90 (W) N:124100.43 E:217468.06 20" STEEL CASING FOR FUTURE 8" WATER MAIN TO BE INSTALLED WITH CANAL IMPROVEMENTS 12" STEEL CASING FOR FUTURE 8" SANITARY MAIN TO BE INSTALLED WITH CANAL IMPROVEMENTS 440.74 LF 1 5 ' x 4 ' R C B @ 0 . 0 6 7 % LAKE CANAL 4895 4900 4905 4910 4915 4920 4925 4930 4935 4895 4900 4905 4910 4915 4920 4925 4930 4935 14+5015+0016+0017+0018+0019+0019+50 12" SANITARY STEEL CASING STA.=16+12.88 INV.=4905.45 20" WATER STEEL CASING STA.=16+24.95 TOP=4908.60BEND A4STA 16+33.16INV. 4910.64 (N)INV. 4910.64 (S)BEND A5STA 17+86.42INV. 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 GROUND PROPOSED GROUND PRIVATELY OWNED AND MAINTAINED 153.26 LF 15'x4' RCB @ 0.053% 49.59 LF 15'x4' RCB @ 0.053% 26.97 LF 15'x4' RCB @ 0.053% 440.74 LF 15'x4' RCB @ 0.067% LC2 PLAN & PROFILELAKE CANAL CULVERT A55 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 PROFILE SCALE: KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET D1 FOR RIP-RAP SCHEDULE. PROPOSED RIGHT OF WAY LC2 LINEMATCHSTA14+50STAMATCH LINESEE SHEET14+50LC1LAKE CANAL CULVERT A SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 LC1 W W W W W W W W T R I C C A N A L WALL LC C1 STA 11+42.90 N: 124598.30 E: 216410.41 WALL LC C STA 9+99.50 N: 124511.56 E: 216524.60 L A K E C A N A L BEGIN 20'' STEEL CASING INV. IN=4904.45 (N) N:124524.82 E:216481.09 END 20'' STEEL CASING INV. OUT=4904.45 (S) N:124617.32 E:216481.09 A2 (W) BEGIN 18'' STEEL CASING INV. IN=4899.64 (N) N:124525.37 E:216466.09 EXISTING 60" GREELEY WATER MAIN 20" STEEL CASING FOR FUTURE 12" WATER MAIN TO BE INSTALLED WITH CANAL IMPROVEMENTS 24" STEEL CASING FOR FUTURE 15" SANITARY MAIN TO BE INSTALLED WITH CANAL IMPROVEMENTS W W W W W W W W W W W GARDEN 4 WALL LC B1 STA 11+23.95 N: 124356.14 E: 217041.86 WALL LC B STA 9+99.50 N: 124348.33 E: 217166.06 TRIC CANAL LAKE CANAL A2 BEGIN 24'' STEEL CASING INV. IN=4898.20 (N) N:124323.79 E:217102.37 EXISTING 60" GREELEY WATER MAIN 24" STEEL CASING FOR FUTURE 12" WATER MAIN TO BE INSTALLED WITH CANAL IMPROVEMENTS 24" STEEL CASING FOR FUTURE 18" SANITARY MAIN TO BE INSTALLED WITH CANAL IMPROVEMENTS END 24'' STEEL CASING INV. OUT=4903.32 (S) N:124414.52 E:217120.85 BEGIN 24'' STEEL CASING INV. IN=4903.32 (N) N:124333.28 E:217120.84 4895 4900 4905 4910 4915 4920 4925 4930 4895 4900 4905 4910 4915 4920 4925 4930 9+2510+0011+0012+00 24" WATER STEEL CASING STA.=10+44.81 TOP=4905.35 24" SANITARY STEEL CASING STA.=10+63.32 INV.=4898.25 WALL LC BSTA 9+99.50INV. 4910.88 (W)WALL LC B1STA 11+23.95INV. 4910.95 (E)EXISTING GROUND PROPOSED GROUND PRIVATELY OWNED AND MAINTAINED 124.45 LF 15'x4' RCB @ 0.052% 4895 4900 4905 4910 4915 4920 4925 4930 4895 4900 4905 4910 4915 4920 4925 4930 9+2510+0011+0012+00 20" WATER STEEL CASING STA.=10+54.14 TOP=4906.15 18" SANITARY STEEL CASING STA.=10+72.97 INV.=4899.71WALL LC C1STA 11+42.90INV. 4911.31 (SE)WALL LC CSTA 9+99.50INV. 4911.24 (NW)EXISTING GROUND PROPOSED GROUND PRIVATELY OWNED AND MAINTAINED 143.40 LF 15'x4' RCB @ 0.051% LC3 PLAN & PROFILELAKE CANAL CULVERT B & C56 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 LAKE CANAL CULVERT C KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R LAKE CANAL CULVERT B PROFILE SCALE:PROFILE SCALE: EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET D1 FOR RIP-RAP SCHEDULE. PROPOSED RIGHT OF WAY CULVERT C CULVERT B SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CTVCTVCTVCTV S S S C C C CC E CABLE MM C M W W W W W W SSSS SS SS SS SS CONTROLIRR V.P. V.P. V.P.V.P. CABLE MM C S MMM T M / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WW CARRIAGE PARKWAYKIT DEN DR.HUNTSMAN DR.VIXEN DR.WWWW W W WWWWW8" SS8" SS8" SS8" W8" W12" SS12" SS 12" SS 12 " S S TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W 8" W TSALPOLYNDUCTILEIRON 8" W 8" W 8" W 8" W TSALPOLYNDUCTILEIRON WF FW 12 " S S 12 " S S 8" W8" WFE SCONTROLIRR CONTROLIRR V.P.FE SDD D VAULTF.O. GAS XXXXXXXXXVAULTF.O. T T VAULTF.O. T T VAULTF.O. FO util LID FE SFE SFE SFE SS S D S D S SS SS SS SS SS SS SS SS SS SS SSSSSTFE SFE SD D D D DD F.O. FOF.O.F.O. F.O.F.O. M FO M FO VAULTF.O. VAULTF.O.XSS SS SS SS S SS X/ / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / /GGGG G G G G U D UD UD UD UD UD UD WWWLAKE CANAL T R I C C A N A LSOUTHEAST FRONTAGE ROADINTERSTATE 25POUDRE SCHOOL DISTRICT PROSPECT 6-12 SCHOOLS PROPOSED RAIN GARDEN 2 PROPOSED RAIN GARDEN 3 PROPOSED RAIN GARDEN 4 PROPOSED RAIN GARDEN 5 POND 2 POND 2 POND 3 POND 3 POND 1 POND 4 PROPOSED UNDERDRAIN (TYP.) GREGG S SCHMIDTKE 4607 KITCHELL WAY, FORT COLLINS THOMAS J SKILLMAN 4608 KITCHELL WAY, FORT COLLINS LOT 7 LOT 6 LOT 1 LOT 8 LOT 13 LOT 10 LOT 11 LOT 4 LOT 12 TRACT C TRACT B TRACT D TRACT A TRACT G TRACT O LOT 2TRACT E LOT 3 TRACT F LOT 5 TRACT H LOT 9 TRACT J TRACT I TRACT K TRACT L TRACT M TRACT N FOX GROVE SUBDIVISION POND OUTLET 1 SEE SHEET ST6 POND OUTLET 2 SEE SHEET ST6 LAKE CANAL CULVERT B SEE SHEET LC3 LAKE CANAL CULVERT C SEE SHEET LC3 TRIC CULVERT A SEE SHEET TRIC1 TRIC CULVERT B SEE SHEET TRIC1 STORM DRAIN C SEE SHEET ST3 STORM DRAIN E SEE SHEET ST4 POND CULVERT 2 SEE SHEET ST7 STORM DRAIN F SEE SHEET ST5 STORM DRAIN G SEE SHEET ST5 POND CULVERT 1 SEE SHEET ST7 STORM DRAIN D SEE SHEET ST4 STORM DRAIN A SEE SHEET ST1 STORM DRAIN B SEE SHEET ST2 STORM DRAIN C2 SEE SHEET ST3 NATURAL RESOURCE (RAPTOR NEST) NATURAL BUFFER (DITCH BANK) NATURAL BUFFER (RAPTOR NEST) NATURAL BUFFER (WETLAND) OG1 OVERALL GRADING PLAN57 NORTH ( IN FEET ) 1 inch = ft. Feet0150150 150 300 450 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R G1 G2 G3 G4 G5 G6 G7 G8 G9 SS SS SS SS SS SSSSSSSS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSS SS SS SS SS SS SS SS SS SS S SS WELLWELLWELLWELLWELLWELLWELLWELLSOUTHEAST FRONTAGE ROADINTERSTATE 25100 YR BOXELDER FLOODPLAIN EXISTING FIBER OPTIC VAULT EXISTING ELECTRIC BOX EXISTING 10" PVC SANITARY SEWER PROJECT BOUNDARY LOT 8 TRACT I TRACT C TRACT B TRACT D TRACT A LOT 9 10' UTILITY EASEMENT 5' PUBLIC UTILITY EASEMENT 1. 5 % 1.1% 1.3% 1.2% PROPOSED DITCH REALIGNMENT (20.82)(18.81)(18.51)(18.56)17. 7 7 1 8 . 0 9 19.6320.9019.63 19.4820.1218. 9 1 18.18 19.4920.5417.76 18.66 17.5816.72 18.84 19. 9 6 18.86 18.00 16.6516.29 18.6519. 7 1 18.50 17.29 16.1015.25 17.68 16.31 18.69 18.55 18.59 18.5019. 3 0 10' WIDE REGIONAL TRAIL 10' REGIONAL TRAIL0.3% 0.3%0.3%0.3%0.3%0.3%EXISTING 44' SANITARY EASEMENT G1 GRADING PLAN58 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G21.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127MATCH LINE - SEE SHEET G4 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 SSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSXXX UD UD 9' U T I L I T Y E A S E M E N T 9' U T I L I T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T PROJECT BOUNDARY 9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT 71' ROW 44' FL-FL 77' ROW 50' FL-FL LOT 9 LOT 12 TRACT I TRACT L PROPOSED CONCRETE CULVERT 5' S IDEWALK 5' S I D E W A L K 5' S I D E W A L K 5' SI D E W A L K 5' SI D E W A L K STR E E T A VI X E N D R I V E 0.9%1.2%1.2%1. 5 % 1. 5 %1.2%1.3%6:1(25.10)(24.85)2 5 . 7 125.332 5 . 4 626.1926.5527.5228.9426.3828.95 28.1226.53 24.8725.4025.9527.44 27.97 26.8126.2726.29 28.05 STORM DRAIN F SEE SHEET ST5 27.9918. 9 1 17.76 23.3625.94 (22.46)(22.91)0.3%0.3% 0.3% G2 GRADING PLAN59 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G31.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127MATCH LINE - SEE SHEET G5 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G1 util LID D S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSTSTUD UD UD UD U D U DUD UD UD UD9' UTILITY EASEMENT9' UTILITY EASEMENTPROJECT BOUNDARY 9' UT IL ITY EASEMENT 9' U TI LI T Y E A S E M E N T 9' UTILITY EASEMENT84' ROW 54' FL-FL LOT 13 LOT 12 TRACT L TRACT M TRACT N PROPOSED CONCRETE CULVERT 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' S IDEWALK CARRIAGE PARKWAYCARRIAGE PARK WAY EXISTING FIRE HYDRANT0.9%1.9% 2.8% 0. 7% 0.7% 1.6% 1.8%6:16: 1 250:1 4:1 4:12:16:1 1 0 : 1 6:1 (1 9 . 8 0 )(24.97)(25.09)26.1723.3525.1325.5426.1628.042 6 . 0 5 25.56 20.8826.8728.0329.3126.0624.4729.31 24.87(22.43)(22.34)(2 2 . 7 2 ) STORM DRAIN G SEE SHEET ST5 POND CULVERT 1 SEE SHEET ST7 STORM DRAIN B SEE SHEET ST2 THOMAS J SKILLMAN 4608 KITCHELL WAY, FORT COLLINS28.9227.9826.6622.7124.2924.2926.41 24.79RAIN GARDEN 5 SEE SHEET RG4 RAIN GARDEN 4 SEE SHEET RG4 POND 3 POND 3 0.3%0.3%0.3% G3 GRADING PLAN60 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127MATCH LINE - SEE SHEET G6 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G2 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UD UD UD UD UD UD UD UD UD UD UD UD UDUDSOUTHEAST FRONTAGE ROADINTERSTATE 259' UTILITY EASEMENT9' UTILITY EASEMENTPROJECT BOUNDARY 50' FL -FL 77' ROW LOT 1 LOT 8 TRACT F TRACT H TRACT J5' SIDEWALK5' SIDEWALKSTREET A40' WATERLINE EASEMENT TOP OF DITCH (TYP.) 10' PUBLIC UTILITY EASEMENT 5' PUBLIC UTILITY EASEMENT 10' UTILITY EASEMENT L A K E C A N A L T R I C C A N A L 0.8%1.3%4.1%1.2%16.7%19.6%2.2%1.3%5:12:1 6:15:18:1 581:1(17.12)(16.39)(1 6 . 5 0 )(11.77)2 1 . 5 615.1717.4320.02 16.7317.5016.1016.0918.4313.1712.6716.5516.67 17. 6 4 16.1618.0516.81 20.50 22.0019.031 8 . 1 7 1 7 . 1 4 16.6216.9318.4319.4420.50 15.47 18.87 18.08 16.5016.5018.0117.15 (15.61)(15.49)(16.04)(14.97)(15.60)(14.81)(1 4 . 7 7 )(14.95)(15.00)(15.33)(15.51)(15.37)(15.36)(16.43)(16.15)(16.29)(16.66)(16.79)(16.54)(16.73)(16.66)(16.43)(16.15)(16.30)(15.79)(15.75)(15.72)(15.85)(15.97)(16.16)(16.08)(16.15)LAKE CANAL CULVERT - C SEE SHEETLC3 TRIC CULVERT - B SEE SHEET TRIC1 POND CULVERT 2 SEE SHEET ST7 PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D3 PROPOSED 4' CONCRETE SIDEWALK CULVERT SEE SHEET D4 PROPOSED 20' CONCRETE SIDEWALK CULVERT SEE SHEET (XX) PROPOSED 20' RIBBED CONCRETE RUNDOWN w/ 20'x6' SCOUR-STOP SEE SHEET D3 16.67 16.50 16.56 16.39 16.33 16.0916.0614.91 13.7214.0416.23 15.38 17.2315.8515.611 5 . 8 1 14.53 14.70 17.1916.99 1 4 . 6 7 14.431 4 . 3 3 13.771 3 . 5 7 18.1217.3217.48 18.60 16.94 18.00 14.0417.3718.16RAIN GARDEN 2 SEE SHEET RG2 RAIN GARDEN 3 SEE SHEET RG3 POND 210' REGIONAL TRAIL10' WIDE REGIONAL TRAIL 5' WIDE LOCAL TRAIL 5' WIDE LOCAL TRAIL0.3%G4 GRADING PLAN61 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G51.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127MATCH LINE - SEE SHEET G7 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G1 UD UD UD UD UD UD UD UD 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T PROJECT BOUNDARY 9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT 77' ROW 50' FL-FL 84' ROW 54' FL-FL LOT 10 LOT 11 TRACT F TRACT J TRACT K 5' S IDEWALK 5' S IDEWALK 5' SI D E W A L K 5' SI D E W A L K STR E E T A CAR RI A G E P A R K W A Y VIXEN DR IVE 5' SI D E W A L K 5' SI D E W A L K 40' WATER LINE EASEMENT LAKE CANAL TRIC CANAL 0.7% 0.7%16.7%1.3%2.0%6:16:1 2:1 (14.72)(15.12)(14.84) (1 4 . 8 1 )(16.02)23.3223.79 15.3921.381 8 . 7 7 14.4321.5820.3524.872 0 . 3 9 19.03(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)(7.71)(14.64)(14.55)(14.31)(14.90)STORM DRAIN B SEE SHEET ST2 LAKE CANAL CULVERT - B SEE SHEET LC3 POND OUTLET 2 SEE SHEET ST6 TRIC CULVERT - A SEE SHEET TRIC1 STORM DRAIN A SEE SHEET ST1 PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D3 PROPOSED 4' CONCRETE SIDEWALK CULVERT SEE SHEET D4 15.4616. 5 9 16.7317.0315.671 4 . 1 1 15.6616.6715.19 14.66 20.36 14.2619.4018.77 17.23 21.3223.362 1 . 8 1 21.46RAIN GARDEN 3 SEE SHEET RG3 POND 2 5' WIDE LOCAL TRAIL 5' WIDE LOCAL TRAIL G5 GRADING PLAN62 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G61.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127MATCH LINE - SEE SHEET G8 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G4MATCH LINE - SEE SHEET G2 FE S FES 8" SS8" SS8" SS8" SS8" SS8" SS8" SSG G G G G G G G G G G G G G G GGGGGGGGGGGGGGGGG8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W8" W 8" W UD UD UD UDPROJECT BOUNDARY9' UT IL ITY EASEMENT 9' U TI LI T Y E A S E M E N T 9' UTILITY EASEMENTTRACT M TRACT N5' SIDEWALK5' SIDEWALK5' S IDEWALK 5' S IDEWALK CARRIAGE PARK WAY VIXEN DR IVE POUDRE SCHOOL DISTRICT PROSPECT 6-12 SCHOOLS 0.7%6:16:16: 1 250:1 4:1 4:12:16:1 1 0 : 1 6:1 2:1 (1 9 . 8 0 )(21.73)26.1723.352 3 . 3 2 23.79 23.7923.8725.1325.5425.56 20.8818.25 23.04 18.0424.87POND CULVERT 1 SEE SHEET ST7 STORM DRAIN B SEE SHEET ST2 GREGG S SCHMIDTKE 4607 KITCHELL WAY, FORT COLLINS22.7124.2922.7322.98 ??? ??? RAIN GARDEN 5 SEE SHEET RG4 POND 3 POND 3 G6 GRADING PLAN63 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127MATCH LINE - SEE SHEET G9 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G5MATCH LINE - SEE SHEET G3 DD / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FE SFES D D D D DD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /UDUDUDU D U D U D UD UD U D UDUD UD9' UTILITY EASEMENT9' UTILITY EASEMENTPROJECT BOUNDARY 50' FL -FL 77' ROW LOT 2 LOT 1 LOT 4 TRACT E TRACT F S T R E E T A5' S IDEWALK 5' S IDEWALK 6' SIDEWALK 30' UTILITY EASEMENT 30' UTILITY EASEMENT PROSPECT ROAD 3.8%1.3%4.1%3.3%1.3%1.7%100:15:110:115:15:15:1(8.14)(6.56)(7.17)(10.27)10.7595.501 0 . 3 5 10.7621.272 1 . 5 6 18.3910.6010.3512.2611.2613.1712.6720.50 22.0020.50 18.02(16.04)(14.97)(15.60)(14.81)(1 4 . 7 7 )(14.95)(15.00)(15.33)(15.51)POND OUTLET 1 SEE SHEET ST6 STORM DRAIN D SEE SHEET ST4 STORM DRAIN C SEE SHEET ST314.431 4 . 3 3 13.771 3 . 5 7 1 3 . 1 112.9211.9211.6510.109. 3 7 9. 1 7 9. 4 1 9. 2 1 9.509. 3 0 11.6011.4113.871 3 . 6 7 13.9512.8418.0916.94 18.00 14.04RAIN GARDEN 1 SEE SHEET RG1 RAIN GARDEN 1 SEE SHEET RG1 POND 1 10' WIDE REGIONAL TRAIL 10' WIDE REGIONAL TRAIL G7 GRADING PLAN64 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G81.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G4 FE SCONTROL IRR CONTROL IRR V.P.FE SGAS XX/ / / / / / / // / / / / / / // / / / / / / /XXXFFE S XXXXX/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / /XX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / UD UD UD UD UD UD WW9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT 84' ROW 54' FL-FL 77' ROW50' FL-FL LOT 2 LOT 3 LOT 5 LOT 4 TRACT F TRACT K STREET A CARRIAGE PARKWAY5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 6' SIDEWALK 40' WATER LINE EASEMENT 30' UTILITY EASEMENT PROSPECT ROAD LAKE CANAL LAKE CANALTRIC CANAL 15' UTILITY EASEMENT1.3%1.3% 1.4%1.7%1.9%2.5%1.7%3.3 %0.9%(14.95)(14.72)(15.12)(13.77)(9.79)(8.58)(14.84) (1 4 . 8 1 ) 1 0 . 8 710.769.10 16. 0 2 17.92 16.74 15.77 1 6 . 0 5 21.2716.22 15.381 4 . 0 6 12. 3 1 13.06 1 2 . 1 5 13.0013.68 16.27 16.5616.8016.5015.3921.381 8 . 7 7 14.4318.65 15.90 16.03 12.9818.021 2 . 6 4 13.9614.65(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)(14.70)(15.01)(14.87)(13.97)(13.27)(1 3 . 8 2 )(13.45)(13.73)(7.71)(14.64)(14.55)(14.31)(14.90)LAKE CANAL CULVERT - B SEE SHEET LC3 STORM DRAIN C SEE SHEET ST3 POND OUTLET 2 SEE SHEET ST6 TRIC CULVERT - A SEE SHEET TRIC1 STORM DRAIN E SEE SHEET ST4 15.4616. 5 9 16.7317.0315.671 4 . 1 1 15.661 5 . 5 9 16.0216.6717.7018.6215.19 14.66 20.36 18.0914.2619.4018.77 17.23 18.3617.45 17.44RAIN GARDEN 1 SEE SHEET RG1 LAKE CANAL CULVERT - A SEE SHEETS LC1 & LC2 5' WIDE LOCAL TRAIL 5' WIDE LOCAL TRAIL LOT 7 LOT 6 G8 GRADING PLAN65 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G91.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 MATCH LINE - SEE SHEET G5 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G7 FE SFE S / / / / / / / // / / / / / / // / / / / / / // / / / / / / / X XXXX XXS S E WW SSSSSSSSSS XV.P. V.P. V.P.V.P. S SSSS/ / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /12" W8" SS8" SS8" SS8" SS8" SS8" SS8" SSGGGGGGGGGGGGGGGGGGGG G G G G G G G G 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W F F 8" W8" W8" W8" W8" W8" W8" W/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WPROJECT BOUNDARY POUDRE SCHOOL DISTRICT PROSPECT 6-12 SCHOOLS PROSPECT ROAD C A C H E L A P O U D R E R E S E R V O I R I N L E T 15' UTILITY EASEMENT 14.4316.70 13.96LOT 7 (14.19)G9 GRADING PLAN66 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G81.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 MATCH LINE - SEE SHEET G6 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 E E E E E E E E E E E E E E E E E E E E E E E E E WWWWWG G G G G G G G G G G G G G G G G G G G G G G G G UD UD U D U D UDUDU D UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD9.109. 1 1 4:14:14:14:14:19.109. 1 0 9.109.119.10 9.10 10. 1 0 10.1010.1010.1010.1010.1010.1010.1010.1010.169.109' UTILITY EASEMENTLOT 2 LOT 3 LOT 1 PROPOSED CLEANOUT MINIMUM FLAT SURFACE AREA = 10,155 SQ. FT. PROVIDED FLAT SURFACE AREA = 15,780 SQ. FT. NYLOPLAST BASIN PROPOSED NYLOPLAST BASIN PROPOSED 6" PERFORATED PVC PROPOSED 20' RIBBED CONCRETE RUNDOWN w/ 20'x6' SCOUR-STOP SEE SHEET D3 PROPOSED 4' SIDEWALK CHASE UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UDUD9. 1 0 4:14:14:14:19.109. 1 0 9.109. 1 0 9.109. 1 0 9.109. 1 0 9.129.1010.1110.10 10.10 10.10 10.0810.1010.10 10.0910.0710.0710.09POND 1 LOT 1 PROPOSED 6" PERFORATED PVC PROPOSED CLEANOUT PROPOSED NYLOPLAST BASIN PROPOSED NYLOPLAST BASIN MINIMUM FLAT SURFACE AREA = 10,155 SQ. FT. PROVIDED FLAT SURFACE AREA = 15,780 SQ. FT. RG1 RAIN GARDEN 167 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25NORTH RAIN GARDEN 1 RAIN GARDEN 1 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R RG1 RG1 RG5 RG2 RG3 RG4MA TCH L IN E S E E B E LOW MAT C HLI NE SEE BEL O W MA TCH L IN E S E E A BO V E EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.REFER TO CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS ON BIORETENTION SAND MEDIA, DIAPHRAGM AGGREGATE, AND RESERVOIR AGGREGATE. PROPOSED RIGHT OF WAY PROPOSED SPOT ELEVATION RAIN GARDEN SIDE SLOPES 2.0% (47.45 ) EXISTING SPOT ELEVATION 33.43 NATURAL HABITAT BUFFER ZONE PROPOSED SLOPES FLAT BOTTOM AREA PROPOSED 6" PERFORATED PVC UD FOFOCTVCTVWWWWWWWWWWWUD UD UD UD UD UD U D U D U D U D U D U D U D U D U D U D U D U D U D U D U D U DUDUDUD1 5 . 0 0 4:1 4:14:14:14:14:14:14: 1 1 6 . 0 0 16.001 6 . 0 0 16.0015.0015.0015.001 5 . 0 016.0015.9715.031 5 . 0 3 16.0016.0015.0316.001 5 . 0 0 16.0015.00 16.00 16.00 15.0016.0016.00 POND 2 LOT 8 9' UTILITY EASEMENTPROPOSED 8' SIDEWALK CHASE PROPOSED 20' RIBBED CONCRETE RUNDOWN w/ 20'x6' SCOUR-STOP SEE SHEET D3 MINIMUM FLAT SURFACE AREA = 13,740 SQ. FT. PROVIDED FLAT SURFACE AREA = 22,514 SQ. FT. SWALE PROPOSED 6" PERFORATED PVC PROPOSED NYLOPLAST BASIN PROPOSED CLEANOUT PROPOSED CLEANOUT NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25RAIN GARDEN 2 RG2 RAIN GARDEN 268 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R RG1 RG1 RG2 RG3 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.REFER TO CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS ON BIORETENTION SAND MEDIA, DIAPHRAGM AGGREGATE, AND RESERVOIR AGGREGATE. PROPOSED RIGHT OF WAY PROPOSED SPOT ELEVATION RAIN GARDEN SIDE SLOPES 2.0% (47.45 ) EXISTING SPOT ELEVATION 33.43 NATURAL HABITAT BUFFER ZONE PROPOSED SLOPES FLAT BOTTOM AREA PROPOSED 6" PERFORATED PVC UD RG5RG4 WWWWWWWWWUDUDU D U D U D U D U D U D U D U D U D U D U D U D U D U D U D U D U D U D U D U D U D U D U D U D U D U D15.001:14: 12:13:14:1 4:14:14:1LOT 10 POND 2 15.00 16.001 6 . 0 0 15.0015.0015.0016.00 16.0016.0015.0016.4515.00 15.0015.0016.00 18.96 16.00 16.009' UTILITY EASEMENT9' UTILITY EASEMENT PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D3 PROPOSED 4' CONCRETE SIDEWALK CULVERT SEE SHEET D4 PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D3 MINIMUM FLAT SURFACE AREA = 1 0 , 4 3 7 S Q . F T . PROVIDED FLAT SURFACE ARE A = 2 1 , 5 4 1 S Q . F T . PROPOSED 6" PERFORATED P V C PROPOSED NYLOPLAST BASIN PROPOSED CLEANOUT PROPOSED CLEANOUT RAIN GARDEN 3 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25RG3 RAIN GARDEN 369 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R RG1 RG1 RG2 RG3 RG5RG4 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.REFER TO CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS ON BIORETENTION SAND MEDIA, DIAPHRAGM AGGREGATE, AND RESERVOIR AGGREGATE. PROPOSED RIGHT OF WAY PROPOSED SPOT ELEVATION RAIN GARDEN SIDE SLOPES 2.0% (47.45 ) EXISTING SPOT ELEVATION 33.43 NATURAL HABITAT BUFFER ZONE PROPOSED SLOPES FLAT BOTTOM AREA PROPOSED 6" PERFORATED PVC UD UD UD UD UD UD UD UD UD UD UD UD U D U D U D U D U D U DUDUD E2 2 . 0 0 22.01 4:14:14:1 4:1 4: 1 4:14:123.0023.0022.0223.0022.0123.0022.00 2 3 . 0 0 22.00 23.00 22.00 23.0023.0023.0022.0022.002 2 . 0 0 23.0022.0022.9622.0023.0022.0023.0023.0022.0023.0022.00 LOT 12 POND 3 9' UTILITY EASEMENTMINIMUM FLAT SURFACE AREA = 10,679 SQ. FT. PROVIDED FLAT SURFACE AREA = 18,589 SQ. FT. PROPOSED 6" PERFORATED PVC PROPOSED CLEANOUT PROPOSED CLEANOUT PROPOSED NYLOPLAST BASIN UD UD UD UD UD UD UD UD UDUD23.002 2 . 0 0 4:14:14:14:14: 1 4:1LOT 13 22.00 2 2 . 0 0 23.0022.0023.00 22.0023.002 2 . 0 0 23.0022.0023.00POND 3 MINIMUM FLAT SURFACE AREA = 2,313 SQ. FT. PROVIDED FLAT SURFACE AREA = 4,164 SQ. FT. PROPOSED NYLOPLAST BASIN CLEANOUT CLEANOUT NORTH SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25RAIN GARDEN 4 RAIN GARDEN 5 ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 RG4 RAIN GARDEN 4 AND 570 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R RG1 RG1 RG2 RG3 PART 1 - GENERAL A.Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger than two inches. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful to plant growth or prove a hindrance to the facility's function and maintenance. B.BSM shall be free of plant or seed material of non-native, invasive species, or weeds. C.Fully mixed BSM shall be tested prior to installation and meet the following criteria: 1.P-Index of less than 30 2.pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime or iron sulfate must be mixed uniformly into the BSM prior to use in the bioretention facility. 3.Cation Exchange Capacity (CEC) greater than 10 4.Phosphorous (Phosphate, P2O5) not to exceed 69 ppm 5.BSM that fails to meet the minimum requirements shall be replaced at the Contractor's expense. D.BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneous consistency shall be done to the satisfaction of the Owner. PART 2 - SOIL MATERIALS A.Sand 1.BSM shall consist of 60-70% sand by volume meeting ASTM C-33. B.Shredded Paper 1.BSM shall consist of 5-10% shredded paper by volume. 2.Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY. 3.Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to prevent clumping. C.Topsoil 1.BSM shall consist of 5-10% topsoil by volume. 2.Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA 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 its source, prior to including topsoil in the mix. Topsoil shall be free of subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health. 5.Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%. 6.Contractor shall certify that topsoil meets these specifications. D.Leaf Compost 1.BSM shall consist of 10-20% leaf compost by volume. 2.Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation and transformation of plant-derived materials under controlled conditions designed to promote aerobic decomposition. 3.The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable of sustaining growth of vegetation, with no materials toxic to plant growth. 4.Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider's most recent independent STA test report shall be submitted to and approved 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 inch screen b.PH of the material shall be between 6.0 and 8.4 c.Moisture content shall be between 35 and 50 percent d.Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+) e.Maturity indicator expressed as Carbon to Nitrogen ration < 12 f.Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4 g.Minimum organic matter shall be 40 percent dry weight basis h.Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cm i.Phosphorus content shall be no greater than 325 parts per million j.Heavy metals (trace) shall not exceed 0.5 parts per million k.Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels l.Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels PART 3 - EXECUTION A.General 1.Refer to project specifications for excavation requirements. B.Placement Method 1.BSM material shall be spread evenly in horizontal layers. 2.Thickness of loose material in each layer shall not exceed 9-inches. 3.Compaction of BSM material is not required. CLEANOUT101 BIORETENTION SAND MEDIA100 RG5RG4 APPROVED: DRAWN BY:DETAILS CONSTRUCTION DATE REVISED: DETAILSTORMWATER BIORETENTION DECEMBER 2018 HEM D-53 1.CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR CONSTRUCTION SPECIFICATIONS. 2.PRE-CONSTRUCTION 2.1.CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING INFILTRATION RATES. 2.2.CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING CONSTRUCTION INSPECTION CHECKLISTS". 3.DURING CONSTRUCTION: 3.1.CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION BASIN 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 ALONG PERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL. 4.2.WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 4.3.WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OF IMPERMEABLE 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 ALLOW FOR 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 THAN 1% 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 FOUND AT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/ NOTES: 8" MIN 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 2" MIN 30" MIN 12.0000 MAX1 GEOTEXTILE LINER (AS PER PLAN) MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE TOP OF THE MULCH 4 MAX NON-FLOATABLE MULCH (AS PER PLAN) 3" PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER FOREBAY IS REQUIRED TO BE PLACED AT ALL INFLOW LOCATIONS; WITH A MINIMUM 3" DROP FROM GUTTER FLOWLINE TO FOREBAY 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS OVERFLOW RISER OPTION (AS PER PLAN) 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS STANDARD CROSS-SECTION 1 2 WALLED CROSS-SECTION PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER 18" MIN 4" 12" MAX 30" MIN 36" MIN BASIN WIDTH COVER PLATE 8" SIDEWALK CHASE 18" MIN OVERFLOW RISER OPTION (AS PER PLAN) REINFORCED CONCRETE WALLS (AS PER PLAN) 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE SURFACE OF THE MULCH 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 6.UNDERDRAIN: 6.1.UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT 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 THE LIMITS 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 PER THE APPROVED PLANS. 8.3.CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING MATERIALS, AS REQUIRED. 9.FOREBAY: 9.1.THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES. 10.LANDSCAPE MATERIALS 10.1.CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BE NON-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 BE MEASURED 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 ARE PREFERRED 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" MIN 8" MIN 4" 8" NATIVE SOIL ZONE FLAT EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.REFER TO CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS ON BIORETENTION SAND MEDIA, DIAPHRAGM AGGREGATE, AND RESERVOIR AGGREGATE. PROPOSED RIGHT OF WAY PROPOSED SPOT ELEVATION RAIN GARDEN SIDE SLOPES 2.0% (47.45 ) EXISTING SPOT ELEVATION 33.43 NATURAL HABITAT BUFFER ZONE PROPOSED SLOPES FLAT BOTTOM AREA PROPOSED 6" PERFORATED PVC UD UGEUGEUGEUG E UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEFE S CONTROL IRR CONTROL IRR V.P.FE S DD / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /F E SFE S D D DD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /CARRIAGE PARKWAY6' SIDEWALK 30' UTILITY EASEMENT PROSPECT ROAD PROSPECT ROAD 105.52' ROW 6' SIDEWALK PROPOSED 30" CURB & GUTTER R25' R65' R85' STORM DRAIN C SEE SHEET ST3 PROPOSED TYPE-R INLETTIE INTO EXISTING CURB & GUTTER STA 12+55 TIE INTO EXISTING 6' SIDEWALK STORM DRAIN D SEE SHEET ST4 POND OUTLET 1 SEE SHEET ST6 LAKE CANAL CULVERT A STA. = 19+52.92 (PROSPECT ROAD) STA. = 10+00.00 (CARRIAGE PARKWAY) PROPOSED 30" CURB & GUTTER PROPOSED 18" CURB & GUTTER 78' FL -EOA STORM DRAIN C2 SEE SHEET ST3 4905 4910 4915 4920 4925 4905 4910 4915 4920 4925 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004916.034913.584912.284911.824912.284912.904913.954916.834915.314914.664914.084913.164912.804912.534912.074911.924911.844911.874911.984912.134912.434912.584912.734913.164913.434913.694914.214914.484914.74-3.50% -1.00%0.60% 1.05% 1.05%PVI STA = 12+59.09PVI ELEV = 4917.37PVI STA = 17+94.87PVI ELEV = 4912.85PVI STA = 19+52.92PVI ELEV = 4914.51210.0' VC PVI STA = 13+66.62 PVI ELEV = 4913.61 BCVS: 12+61.62BVCE: 4917.29ECVS: 14+71.62EVCE: 4912.56A.D. = 2.50 K = 84.00 155.0' VC LP ELEV = 4911.82 LP STA = 15+94.20 PVI STA = 15+74.83 PVI ELEV = 4911.53 BCVS: 14+97.33BVCE: 4912.30ECVS: 16+52.33EVCE: 4911.99A.D. = 1.60 K = 96.87 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004914.504912.134910.844910.274910.854911.474912.524915.274913.804913.184912.624911.724911.374911.094910.594910.464910.334910.404910.554910.704911.004911.154911.304911.734911.994912.264912.784913.044913.31-3.36% 1.05% 1.05% 0.60%-1.00%-1.00%-0.50%0.50%0.60%PVI STA = 12+55.01PVI ELEV = 4915.93PVI STA = 19+52.97PVI ELEV = 4913.08PVI STA = 17+94.92PVI ELEV = 4911.42PVI STA = 14+97.38PVI ELEV = 4910.87PVI STA = 15+27.25PVI ELEV = 4910.57PVI STA = 15+94.25PVI ELEV = 4910.24PVI STA = 16+19.25PVI ELEV = 4910.36PVI STA = 16+52.38PVI ELEV = 4910.56210.0' VC PVI STA = 13+66.67 PVI ELEV = 4912.18 BCVS: 12+61.67BVCE: 4915.71ECVS: 14+71.67EVCE: 4911.13A.D. = 2.36 K = 88.87 STA.=19+52.92INTERSECTION OF PROSPECT ROAD& CARRIAGE PARKWAYPROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND R1 PLAN & PROFILEPROSPECT ROAD71 NORTH CENTERLINE PROSPECT ROAD SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE PROSPECT ROAD SCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINESEE SHEET20+00R2LINEMATCHSTA20+00( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25R1 R2R3 R4 UGEUGEUGEUG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE XXXXX T OHUFE S CONTROL IRR CONTROL IRR V.P. F E SFE S XX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / 15' UTILITY EASEMENT 15' UTILITY EASEMENT 105.52' ROW PROPOSED 50' LAKE CANAL EASEMENET 6' SIDEWALK PROPOSED 30" CURB & GUTTER R25' STORM DRAIN E SEE SHEET ST4 LAKE CANAL CULVERT A SEE SHEET LC1 78' FL -EOA PROSPECT ROAD 5' CONCRETE SIDEWALK CULVERT 87.51' ROW 4905 4910 4915 4920 4925 4905 4910 4915 4920 4925 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+004916.054916.824916.474915.174914.444914.694915.194915.264915.534915.794916.314916.554916.724916.844916.794916.664916.204915.864915.514914.894914.684914.534914.424914.464914.574914.824914.944915.07-1.40% 0.50% 1.05%PVI STA = 27+12.11PVI ELEV = 4915.25210.0' VC HP ELEV = 4916.84 HP STA = 22+19.96 PVI STA = 22+34.96 PVI ELEV = 4917.47 BVCS: 21+29.96BVCE: 4916.37EVCS: 23+39.96EVCE: 4916.00A.D. = 2.45 K = 85.71 185.0' VC LP ELEV = 4914.42 LP STA = 25+21.09 PVI STA = 24+77.27 PVI ELEV = 4914.08 BCVS: 23+84.77BVCE: 4915.37ECVS: 25+69.77EVCE: 4914.54A.D. = 1.90 K = 97.37 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 15' x 4' CONCRETE BOX CULVERT STA.=22+34.96 INV.=4910.344914.624915.384915.034913.814913.094913.674914.484913.834914.094914.364914.884915.124915.294915.414915.354915.234914.764914.434914.084913.564913.344913.214913.214913.334913.484913.874914.074914.270.80%1.05% 1.05% 0.50%0.75% -1.40% -1.00% -0.50%PVI STA = 20+17.62PVI ELEV = 4913.75PVI STA = 23+80.03PVI ELEV = 4914.01PVI STA = 24+44.35PVI ELEV = 4913.36PVI STA = 25+00.49PVI ELEV = 4913.08PVI STA = 25+65.03PVI ELEV = 4913.41PVI STA = 25+92.87PVI ELEV = 4913.61PVI STA = 27+12.97PVI ELEV = 4914.58210.0' VC HP ELEV = 4915.41 HP STA = 22+20.01 PVI STA = 22+35.01 PVI ELEV = 4916.04 BVCS: 21+30.01BVCE: 4914.93EVCS: 23+40.01EVCE: 4914.57A.D. = 2.45 K = 85.71 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 15' x 4' CONCRETE BOX CULVERT STA.=22+34.96 INV.=4910.34 15' x 4' CONCRETE BOX CULVERT STA.=22+35.01 INV.=4910.37 R2 PLAN & PROFILEPROSPECT ROAD72 NORTH CENTERLINE PROSPECT ROAD SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE PROSPECT ROAD SCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINESEE SHEET20+00R1LINEMATCHSTA20+00( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25R1 R2R3 R4 CONTROLIRR/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 84' ROW 54' FL-FL 77' ROW 50' FL-FL STREET A SEE SHEET R3 CARRIAGE PARKWAY 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 6 ' S IDEWA LK PROSPECT ROADSEE SHEET R1STORM DRAIN C SEE SHEET ST3 117' ROW 90' FL-FL R20'R20' 8' CONCRETE PAN R65'R85' STA. = 15+38.50 (CARRIAGE PARKWAY) STA. = 10+00.00 (STREET A) R20' R20' 8' CONCRETE PAN PROPOSED COMBINATION INLET PEDESTRIAN REFUGE w/ 6' SIDEWALK & PED. ACCESS RAMPS STA. = 10+00.00 (CARRIAGE PARKWAY) STA. = 19+52.92 (PROSPECT ROAD) R25'6' SIDEWALK4900 4905 4910 4915 4920 4900 4905 4910 4915 4920 9+5010+0011+0012+0013+0014+0015+0016+0016+75 4905 4910 4915 4920 4925 4905 4910 4915 4920 4925 9+5010+0011+0012+0013+0014+0015+0016+0016+75 4905 4910 4915 4920 4925 4905 4910 4915 4920 4925 9+5010+0011+0012+0013+0014+0015+0016+0016+75 4914.514913.664914.264914.864915.724916.744913.964913.494913.314913.244913.364913.514913.814913.964914.114914.414914.564914.714915.014915.224915.474915.974916.224916.474917.094917.444911.494911.994912.534913.134913.964914.934915.934911.614911.744911.864912.114912.244912.384912.684912.834912.984913.284913.494913.734914.194914.434914.684915.184915.434915.684916.274916.62PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND -1.00% -2.20%0.60% 1.00%PVI STA = 10+00.00PVI ELEV = 4914.51PVI STA = 10+43.50PVI ELEV = 4913.55PVI STA = 14+35.55PVI ELEV = 4915.07PVI STA = 15+93.22PVI ELEV = 4916.65102.4' VC LP ELEV = 4913.22 LP STA = 11+08.30 PVI STA = 10+95.50 PVI ELEV = 4913.03 BCVS: 10+44.30BVCE: 4913.54ECVS: 11+46.70EVCE: 4913.34A.D. = 1.60 K = 64.00 1.00% 1.33% 1.00% -2.00%0.50% 0.60%PVI STA = 10+84.50PVI ELEV = 4912.29PVI STA = 10+95.50PVI ELEV = 4912.07PVI STA = 11+10.50PVI ELEV = 4912.14PVI STA = 14+34.55PVI ELEV = 4914.08PVI STA = 15+00.51PVI ELEV = 4914.74PVI STA = 15+77.16PVI ELEV = 4915.76PVI STA = 15+94.17PVI ELEV = 4915.930.50% 0.60% 0.93% 1.00%PVI STA = 10+00.00PVI ELEV = 4911.49PVI STA = 11+64.21PVI ELEV = 4912.31PVI STA = 13+29.21PVI ELEV = 4913.30PVI STA = 14+44.73PVI ELEV = 4914.37PVI STA = 16+00.45PVI ELEV = 4915.93STA.=15+38.50INTERSECTION OFCARRIAGE PARKWAY& STREET A42" RCP STORM STA.=11+01.30 INV.=4906.22 397.74 LF 42" RCP @ 0.26%42" RCP STORM STA.=11+03.59 INV.=4906.06 INLET C3STA 11+01.93RIM 4912.2±INV. OUT 4906.32 (W)4912.094912.684913.284913.884914.744916.014912.234912.384912.534912.834912.984913.134913.434913.584913.734914.034914.244914.494915.074915.404915.734916.364916.71R3 PLAN & PROFILECARRAIGE PARKWAY73 NORTH CENTERLINE CARRIAGE PARKWAY SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE CARRIAGE PARKWAY SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE CARRIAGE PARKWAY SCALE : 1" = 40' (H) 1" = 5' (V)LINEMATCHSTA16+75( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25R3 R4 R5 R6 STAMATCH LINESEE SHEET16+75R6 4903 4905 4910 4915 4920 4925 4903 4905 4910 4915 4920 4925 16+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+00 4903 4905 4910 4915 4920 4925 4903 4905 4910 4915 4920 4925 16+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+00 4903 4905 4910 4915 4920 4925 4903 4905 4910 4915 4920 4925 16+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+00 4917.414918.414918.104917.584918.144918.764919.394920.024920.654917.764918.074918.294918.454918.394918.254917.944917.804917.684917.704917.834917.984918.294918.454918.614918.924919.084919.244919.554919.714919.864920.184920.334920.494920.804920.954921.104918.144919.134918.814918.394918.814919.414920.014920.614921.214918.494918.804919.014919.164919.104918.964918.664918.514918.424918.424918.514918.664918.964919.114919.264919.564919.714919.864920.164920.314920.464920.764920.914921.064921.364921.514921.66-0.60% 135.0' VC HP ELEV = 4919.16 HP STA = 18+20.22 PVI STA = 17+93.22 PVI ELEV = 4919.45 BVCS: 17+25.72BVCE: 4918.50EVCS: 18+60.72EVCE: 4919.04A.D. = 2.00 K = 67.50 120.0' VC LP ELEV = 4918.39 LP STA = 20+00.00 PVI STA = 20+00.00 PVI ELEV = 4918.21 BCVS: 19+40BVCE: 4918.57ECVS: 20+60EVCE: 4918.57A.D. = 1.20 K = 100.00 4917.324918.394918.134917.554918.004918.584919.154919.724920.304917.674918.004918.244918.454918.414918.284917.984917.844917.704917.574917.724917.864918.154918.294918.434918.724918.864919.014919.294919.444919.584919.874920.014920.164920.444920.594920.73PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND -0.60% 0.57% 0.57% -0.57%-0.57%PVI STA = 19+25.58PVI ELEV = 4917.98PVI STA = 20+73.61PVI ELEV = 4917.85PVI STA = 25+83.23PVI ELEV = 4920.78PVI STA = 19+48.21PVI ELEV = 4917.85PVI STA = 20+10.91PVI ELEV = 4917.49135.0' VC HP ELEV = 4918.45 HP STA = 18+27.46 PVI STA = 18+00.45 PVI ELEV = 4918.73 BVCS: 17+32.95BVCE: 4917.79EVCS: 18+67.95EVCE: 4918.33A.D. = 2.00 K = 67.50 -0.60% 0.50% 0.63% -0.63%-0.50%PVI STA = 19+19.29PVI ELEV = 4917.98PVI STA = 20+54.57PVI ELEV = 4917.85PVI STA = 25+20.30PVI ELEV = 4920.78PVI STA = 19+39.97PVI ELEV = 4917.85PVI STA = 19+97.27PVI ELEV = 4917.56135.0' VC HP ELEV = 4918.45 HP STA = 18+21.17 PVI STA = 17+94.17 PVI ELEV = 4918.73 BVCS: 17+26.67BVCE: 4917.79EVCS: 18+61.67EVCE: 4918.33A.D. = 2.00 K = 67.50 180" STORM STA.=18+42.52 INV.=4908.13 180" STORM STA.=17+97.24 INV.=4910.90 180" STORM STA.=17+97.99 INV.=4910.91 180" STORM STA.=18+43.83 INV.=4908.13 180" STORM STA.=18+06.91 INV.=4910.93180" STORM STA.=18+53.32 INV.=4908.13 18" RCP STORM STA.=20+67.42 INV.=4911.50 INLET A1STA 20+13.96RIM 4917.7±INV. IN 4912.00 (E)INV. OUT 4912.00 (W)30" RCP STORM STA.=20+02.92 INV.=4912.53INLET A2STA 20+00.06RIM 4918.2±INV. IN 4913.16 (E)INV. OUT 4913.06 (W)60" WATER STA.=19+00.10 TOP=4908.77 60" WATER STA.=18+90.46 TOP=4908.77 60" WATER STA.=18+89.00 TOP=4908.77 WWWWWWW9' U T I L I T Y E A S E M E N T 9' U T I L I T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 84' ROW 54' FL-FL 5' SID E W A L K 5' SID E W A L K 40' W A T E R LI N E EASE M E N T CARRIAGE PARKWAY 5' S I D E W A L K 5' S I D E W A L K STORM DRAIN B SEE SHEET ST2 PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D3 PROPOSED 4' CONCRETE SIDEWALK CULVERT SEE SHEET D4 POND OUTLET 2 SEE SHEET ST6 TRIC CULVERT - A SEE SHEET TRIC1 STORM DRAIN G SEE SHEET ST5 TRIC LAKE CANAL LAKE CANAL CULVERT - B SEE SHEET LC3 STA 20+84.64 60" CITY OF GREELEY WL LOT 11 R4 PLAN & PROFILECARRAIGE PARKWAY74 NORTH CENTERLINE CARRIAGE PARKWAY SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE CARRIAGE PARKWAY SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE CARRIAGE PARKWAY SCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINESEE SHEET16+75R5LINEMATCHSTA16+50( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25STAMATCH LINESEE SHEET26+00R7LINEMAT C H STA26+00R3 R4 R5 R6 4910 4915 4920 4925 4930 4910 4915 4920 4925 4930 26+0027+0028+0029+0030+0031+0032+0033+0034+00 4910 4915 4920 4925 4930 4910 4915 4920 4925 4930 26+0027+0028+0029+0030+0031+0032+0033+0034+00 CARRIAGE PARKWAY CL 4910 4915 4920 4925 4930 4910 4915 4920 4925 4930 26+0027+0028+0029+0030+0031+0032+0033+0034+00 4921.254921.404921.554921.704921.854922.004922.154922.304922.454922.604922.754922.904923.054923.204923.354923.504923.654923.794923.944924.084924.234924.374924.524924.664924.814924.954925.104925.244925.384925.534925.674925.824925.964922.414923.014923.614924.214924.814925.414926.014921.964922.114922.264922.564922.714922.864923.164923.314923.464923.764923.914924.064924.364924.514924.664924.964925.114925.264925.564925.714925.864926.164926.314926.464921.484922.084922.684923.284923.904924.534925.164921.034921.184921.334921.634921.784921.934922.234922.384922.534922.834922.984923.134923.434923.584923.744924.064924.224924.374924.694924.854925.014925.324925.484925.64PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 0.60%PVI STA = 30+32.31PVI ELEV = 4923.470.60% 36" RCP STORM STA.=31+92.29 INV.=4917.46 36" RCP STORM STA.=32+09.66 INV.=4917.50 36" RCP STORM STA.=31+98.17 INV.=4917.25 36" RCP STORM STA.=32+15.68 INV.=4917.30 36" RCP STORM STA.=32+12.12 INV.=4917.04 36" RCP STORM STA.=32+29.80 INV.=4917.09 18" RCP STORM STA.=30+07.97 INV.=4918.56 36" RCP STORM STA.=32+21.24 INV.=4917.07 36" RCP STA.=32+07.30 INV.=4917.28 36" RCP STA.=32+01.42 INV.=4917.48 STA.=29+91.51INTERSECTION0.58% 0.60%PVI STA = 29+69.38PVI ELEV = 4923.47UDW9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTI L I T Y E A S E M E N T 5' SID E W A L K 5' SID E W A L K 5' SIDEWALK5' SIDEWALKVIXEN DRIVE SEE SHEET R3 5' SIDEWALK 5' SIDEWALK 9' UTILITY EASEMENT9' UTILITY EASEMENTPOND CULVERT 1 SEE SHEET ST7 STORM DRAIN B SEE SHEET ST2 STA. = 28+91.51 (CARRIAGE PARKWAY) STA. = 10+00.00 (VIXEN DRIVE) R20' R20'R20' R20' 8' CONCRETE PAN 8' CONCRETE PAN CARRIA G E P A R K W A Y TRACT M R5 PLAN & PROFILECARRAIGE PARKWAY75 NORTH CENTERLINE CARRIAGE PARKWAY SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE CARRIAGE PARKWAY SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE CARRIAGE PARKWAY SCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINESEE SHEET26+00R6LINEMATCHSTA26+00( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25STAMATCH LINESEE SHEET34+00R8LINEMATCH STA34+00R3 R4 R5 R6 W W W DSSSSSSSSSSSSSSSSSSTSTSTWWWWW9' UTILITY EASEMENT 9' UTILITY EASEMENT 84' ROW 54' FL-FL 5' SIDEWALK 5' SIDEWALK CARRIAGE PARKWAY STORM DRAIN G SEE SHEET ST5 PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D3 PROPOSED 4' CONCRETE SIDEWALK CULVERT SEE SHEET D4 PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D3 4915 4920 4925 4930 4935 4915 4920 4925 4930 4935 34+0035+0036+0037+0038+0039+0040+0041+0042+00 4915 4920 4925 4930 4935 4915 4920 4925 4930 4935 34+0035+0036+0037+0038+0039+0040+0041+0042+00 4915 4920 4925 4930 4935 4915 4920 4925 4930 4935 34+0035+0036+0037+0038+0039+0040+0041+0042+00 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 4927.214927.814928.364928.864929.214927.344925.744926.764926.914927.064927.364927.514927.664927.964928.114928.234928.484928.614928.734928.984929.114929.234929.014928.634928.064926.634926.134925.834925.864926.104926.35-3.00% 0.50% 1.00%PVI STA = 36+50.16PVI ELEV = 4928.11PVI STA = 41+85.89PVI ELEV = 4926.46120.0' VC HP ELEV = 4929.24 HP STA = 38+85.10 PVI STA = 39+27.96 PVI ELEV = 4929.50 BVCS: 38+67.96BVCE: 4929.20EVCS: 39+87.96EVCE: 4927.70A.D. = 3.50 K = 34.29 120.0' VC LP ELEV = 4925.74 LP STA = 40+98.28 PVI STA = 40+68.28 PVI ELEV = 4925.29 BCVS: 40+08.28BVCE: 4927.09ECVS: 41+28.28EVCE: 4925.89A.D. = 4.00 K = 30.00 1.00% -3.00% 0.50%PVI STA = 41+46.92PVI ELEV = 4925.24PVI STA = 36+32.39PVI ELEV = 4927.27120.0' VC HP ELEV = 4928.52 HP STA = 38+92.38 PVI STA = 39+35.24 PVI ELEV = 4928.78 BVCS: 38+75.24BVCE: 4928.48EVCS: 39+95.24EVCE: 4926.98A.D. = 3.50 K = 34.29 120.0' VC LP ELEV = 4924.99 LP STA = 41+06.76 PVI STA = 40+76.76 PVI ELEV = 4924.54 BCVS: 40+16.76BVCE: 4926.34ECVS: 41+36.76EVCE: 4925.14A.D. = 4.00 K = 30.00 4926.434927.064927.614928.114928.524926.844924.994925.964926.114926.274926.594926.754926.904927.224927.364927.484927.734927.864927.984928.234928.364928.484928.374928.044927.534926.104925.524925.154925.044926.544927.124927.644928.144928.504926.654925.104926.114926.254926.404926.694926.834926.984927.274927.394927.524927.774927.894928.024928.274928.394928.514928.314927.934927.374925.954925.464925.174925.251.10% -3.00% 0.50%PVI STA = 41+40.38PVI ELEV = 4925.42PVI STA = 36+25.97PVI ELEV = 4927.27120.0' VC HP ELEV = 4928.53 HP STA = 38+86.00 PVI STA = 39+28.86 PVI ELEV = 4928.79 BVCS: 38+68.86BVCE: 4928.49EVCS: 39+88.86EVCE: 4926.99A.D. = 3.50 K = 34.29 INLET G3STA 41+04.13FL. EL 4925.1±INV. IN 4922.44 (SE)INV. OUT 4922.44 (W)15" RCP STORM STA.=41+03.17 INV.=4922.33 INLET G2STA 41+10.51FL. EL 4925.0±INV. IN 4922.22 (E)INV. OUT 4922.22 (SW)120.0' VC LP ELEV = 4925.10 LP STA = 40+95.60 PVI STA = 40+67.79 PVI ELEV = 4924.62 BCVS: 40+07.79BVCE: 4926.42ECVS: 41+27.79EVCE: 4925.28A.D. = 4.10 K = 29.27 R6 PLAN & PROFILECARRAIGE PARKWAY76 NORTH CENTERLINE CARRIAGE PARKWAY SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE CARRIAGE PARKWAY SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE CARRIAGE PARKWAY SCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINESEE SHEET34+00R7LINEMATCHSTA34+00( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25R3 R4 R5 R6 9' UTILITY EASEMENT 9' UTILITY EASEMENT 84' ROW 54' FL-FL 77' ROW50' FL-FL STREET A CARRIAGE PARKWAY SEE SHEET R3 5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK R20' R20' 8' CONCRETE PAN STA. = 10+00.00 (STREET A) STA. = 15+38.50 (CARRIAGE PARKWAY) PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED 30" VERTICAL CURB & GUTTER LOT 4 LOT 2 LOT 3 4905 4910 4915 4920 4925 4905 4910 4915 4920 4925 9+5010+0011+0012+0013+0014+0015+0016+00 4905 4910 4915 4920 4925 4905 4910 4915 4920 4925 9+5010+0011+0012+0013+0014+0015+0016+00 4905 4910 4915 4920 4925 4930 4905 4910 4915 4920 4925 4930 9+5010+0011+0012+0013+0014+0015+0016+00 4916.654917.164917.664918.214918.764915.564915.944916.394916.784916.914917.034917.284917.414917.534917.794917.934918.074918.344918.484918.624918.894919.034919.17PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 4916.124916.624917.134917.654918.164915.484915.734915.984916.254916.374916.504916.754916.874917.004917.274917.404917.534917.784917.904918.034918.284918.414918.53PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 0.50% 0.50% 0.55% 1.62% 1.00%PVI STA = 10+02.00PVI ELEV = 4915.13PVI STA = 10+20.00PVI ELEV = 4915.43PVI STA = 10+79.00PVI ELEV = 4916.02PVI STA = 12+79.00PVI ELEV = 4917.02PVI STA = 13+35.71PVI ELEV = 4917.33-2.20%2.00% 0.50% 0.55%PVI STA = 10+00.00PVI ELEV = 4916.11PVI STA = 10+28.00PVI ELEV = 4915.40PVI STA = 13+06.00PVI ELEV = 4917.6950.0' VC PVI STA = 10+81.00 PVI ELEV = 4916.56 BVCS: 10+56BVCE: 4916.06EVCS: 11+06EVCE: 4916.69A.D. = 1.50 K = 33.33 4915.134916.124916.624917.134917.724918.324915.484915.734915.984916.254916.374916.504916.754916.874917.004917.274917.414917.574917.874918.024918.174918.474918.624918.78PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 0.50% 0.55% 0.60% 1.46% 1.00%PVI STA = 10+00.00PVI ELEV = 4915.13PVI STA = 10+20.01PVI ELEV = 4915.43PVI STA = 10+79.00PVI ELEV = 4916.02PVI STA = 12+79.00PVI ELEV = 4917.02PVI STA = 13+35.71PVI ELEV = 4917.33R7 PLAN & PROFILESTREET A77 NORTH CENTERLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINESEE SHEET16+00R8LIN EMA T C H ST A 16+ 0 0 ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25R7 R8 R9 UDUDUDUDW WW WWWW9' UTILITY EASEMENT 9' UTILITY EASEMENT 50' FL -FL77' ROW 5' SIDEWALK 5' SIDEWALK STREET A 40' WATER LINE EASEMENT LAKE CANALTRIC CANALPROPOSED 20' CONCRETE SIDEWALK CULVERT SEE SHEET D5 PROPOSED 20' RIBBED CONCRETE RUNDOWN w/ 20'x6' SCOUR-STOP SEE SHEET D4 LAKE CANAL CULVERT - C SEE SHEETLC3 TRIC CULVERT - B SEE SHEET TRIC1 POND CULVERT 2 SEE SHEET ST7 PROPOSED 20' CONCRETE SIDEWALK CULVERT SEE SHEET D5 PROPOSED 20' RIBBED CONCRETE RUNDOWN w/ 20'x6' SCOUR-STOP SEE SHEET D4 IRRIGATION PUMP HOUSE 60" CITY OF TRACT J LOT 4 4904 4905 4910 4915 4920 4925 4904 4905 4910 4915 4920 4925 16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+50 4904 4905 4910 4915 4920 4925 4904 4905 4910 4915 4920 4925 16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+50 4904 4905 4910 4915 4920 4925 4904 4905 4910 4915 4920 4925 16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+50 4919.864920.414920.584919.214917.714916.444916.814917.414918.014919.444919.584919.724919.994920.134920.274920.544920.674920.704920.334919.964919.584918.834918.464918.084917.334916.964916.634916.404916.514916.664916.964917.114917.264917.564917.714917.864918.16PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 4919.164919.674919.994918.724917.224915.854916.034916.584917.134918.794918.914919.044919.294919.424919.544919.804919.944920.034919.804919.474919.094918.344917.974917.594916.844916.474916.104915.734915.764915.894916.174916.314916.444916.724916.864916.994917.27PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 4919.534920.034919.044917.544916.054915.964916.624917.284917.894919.084919.234919.384919.684919.824919.964919.974919.764919.424918.674918.294917.924917.174916.794916.424915.824915.734915.794916.124916.294916.454916.784916.954917.114917.444917.594917.744918.04PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND -1.50% 0.55% 90.0' VC HP ELEV = 4920.71 HP STA = 18+67.07 PVI STA = 18+87.92 PVI ELEV = 4920.89 BVCS: 18+42.92BVCE: 4920.64EVCS: 19+32.92EVCE: 4920.21A.D. = 2.05 K = 43.90 90.0' VC LP ELEV = 4916.40 LP STA = 22+19.29 PVI STA = 22+00.00 PVI ELEV = 4916.21 BCVS: 21+55BVCE: 4916.88ECVS: 22+45EVCE: 4916.48A.D. = 2.10 K = 42.86 0.50% 0.55% -1.50% 0.55%PVI STA = 18+06.93PVI ELEV = 4919.7090.0' VC HP ELEV = 4920.03 HP STA = 18+79.33 PVI STA = 19+00.19 PVI ELEV = 4920.22 BVCS: 18+55.19BVCE: 4919.97EVCS: 19+45.19EVCE: 4919.54A.D. = 2.05 K = 43.90 0.55% -1.50% 0.66%PVI STA = 17+28.40PVI ELEV = 4919.70PVI STA = 24+20.66PVI ELEV = 4917.4190.0' VC HP ELEV = 4920.03 HP STA = 18+00.80 PVI STA = 18+21.65 PVI ELEV = 4920.22 BVCS: 17+76.65BVCE: 4919.97EVCS: 18+66.65EVCE: 4919.54A.D. = 2.05 K = 43.90 90.0' VC LP ELEV = 4915.73 LP STA = 21+51.93 PVI STA = 21+34.43 PVI ELEV = 4915.52 BCVS: 20+89.43BVCE: 4916.20ECVS: 21+79.43EVCE: 4915.82A.D. = 2.16 K = 41.67 180" STORM STA.=22+31.23 INV.=4909.00 15' x 4' CONCRETE BOX CULVERT STA.=20+65.81 INV.=4908.18 15' x 4' CONCRETE BOX CULVERT STA.=20+14.15 INV.=4911.29 15' x 4' CONCRETE BOX CULVERT STA.=20+35.42 INV.=4908.18 15' x 4' CONCRETE BOX CULVERT STA.=19+82.89 INV.=4911.28 15' x 4' CONCRETE BOX CULVERT STA.=19+51.02 INV.=4908.17 15' x 4' CONCRETE BOX CULVERT STA.=18+97.63 INV.=4911.26 90.0' VC LP ELEV = 4915.73 LP STA = 22+32.51 PVI STA = 22+11.66 PVI ELEV = 4915.54 BCVS: 21+66.66BVCE: 4916.22ECVS: 22+56.66EVCE: 4915.79A.D. = 2.05 K = 43.90 60" WATER STA.=19+98.70 TOP=4909.48 60" WATER STA.=20+82.77 TOP=4909.60 60" WATER STA.=21+12.83 TOP=4909.73 0.60% 0.60% 0.61% R8 PLAN & PROFILESTREET A78 NORTH CENTERLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINESEE SHEET16+00R7STAMATCH LINESEE SHEET25+50R9LINEMATCH STA16+00( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25LIN EMAT C H STA 25+ 5 0 R7 R8 R9 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT77' ROW50' FL-FL5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK STREET A VIXEN DRIVE SEE SHEET R10 STA. = 35+18.70 (STREET A) STA. = 14+38.67 (VIXEN DRIVE) PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED 30" VERTICAL CURB & GUTTER R20' R20' LOT 8 LOT 10 LOT 9 4910 4915 4920 4925 4930 4910 4915 4920 4925 4930 25+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+50 4910 4915 4920 4925 4930 4910 4915 4920 4925 4930 25+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+50 4910 4915 4920 4925 4930 4910 4915 4920 4925 4930 25+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+50 4918.614919.214919.814920.414921.014921.614922.214922.814923.884925.394918.464918.764918.914919.064919.364919.514919.664919.964920.114920.264920.564920.714920.864921.164921.314921.464921.764921.914922.064922.364922.514922.664922.984923.224923.524924.254924.634925.00PVI STA = 34+98.69PVI ELEV = 4925.36PVI STA = 35+18.70PVI ELEV = 4925.8090.0' VC PVI STA = 33+47.90 PVI ELEV = 4923.10 BCVS: 33+02.90BVCE: 4922.83ECVS: 33+92.90EVCE: 4923.77A.D. = 0.90 K = 100.00 4917.704918.304918.904919.504920.104920.704921.304921.904922.684924.454917.554917.854918.004918.154918.454918.604918.754919.054919.204919.354919.654919.804919.954920.254920.404920.554920.854921.004921.154921.454921.604921.754922.054922.214922.414923.004923.384923.864918.494919.094919.694920.294920.894921.494922.094923.094918.344918.644918.794918.944919.244919.394919.544919.844919.994920.144920.444920.594920.744921.044921.194921.344921.644921.794921.944922.254922.474922.754923.474923.944924.440.60% 1.50% 2.34% 90.0' VC PVI STA = 33+86.36 PVI ELEV = 4922.42 BCVS: 33+41.36BVCE: 4922.15ECVS: 34+31.36EVCE: 4923.10A.D. = 0.90 K = 100.00 0.60% 1.50% 2.00%PVI STA = 33+31.24PVI ELEV = 4923.56PVI STA = 33+85.30PVI ELEV = 4924.6490.0' VC PVI STA = 32+55.44 PVI ELEV = 4922.42 BCVS: 32+10.44BVCE: 4922.15ECVS: 33+00.44EVCE: 4923.10A.D. = 0.90 K = 100.00 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 2.20% 0.60% 1.50% R9 PLAN & PROFILESTREET A79 NORTH CENTERLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V)LINEMATCHSTA25+50( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25STAMATCH LINESEE SHEET25+50R10R7 R8 R9 4910 4915 4920 4925 4930 4910 4915 4920 4925 4930 9+5010+0011+0012+0013+0014+0015+0016+0017+00 4910 4915 4920 4925 4930 4910 4915 4920 4925 4930 9+5010+0011+0012+0013+0014+0015+0016+0017+00 4923.564924.104924.604925.104925.604926.104926.654923.014923.394923.834924.234924.354924.484924.734924.854924.984925.234925.354925.484925.734925.854925.984926.244926.374926.514926.794926.924927.064923.494924.014924.514925.014925.514926.074923.044923.264923.634923.764923.884924.134924.264924.384924.634924.764924.884925.134925.264925.384925.644925.784925.924926.214926.364926.50-2.20%2.00% 0.50% 0.50%PVI STA = 10+00.00PVI ELEV = 4923.56PVI STA = 10+28.00PVI ELEV = 4922.84PVI STA = 14+38.67PVI ELEV = 4925.79PVI STA = 15+06.00PVI ELEV = 4926.1350.0' VC PVI STA = 10+81.00 PVI ELEV = 4924.01 BVCS: 10+56BVCE: 4923.51EVCS: 11+06EVCE: 4924.13A.D. = 1.50 K = 33.33 0.55% 0.58% 0.50% 1.58% 0.90%PVI STA = 10+27.00PVI ELEV = 4922.70PVI STA = 10+45.50PVI ELEV = 4923.00PVI STA = 11+05.46PVI ELEV = 4923.53PVI STA = 15+03.43PVI ELEV = 4925.52PVI STA = 15+50.93PVI ELEV = 4925.794915 4920 4925 4930 4935 4915 4920 4925 4930 4935 9+5010+0011+0012+0013+0014+0015+0016+0017+00 4923.494924.004924.504925.004925.504926.044923.144923.314923.634923.754923.884924.134924.254924.384924.634924.754924.884925.134925.254925.384925.644925.774925.914926.174926.304926.430.52% 0.55% 0.50% 0.76%0.70%PVI STA = 10+27.00PVI ELEV = 4922.97PVI STA = 10+44.49PVI ELEV = 4923.10PVI STA = 11+06.57PVI ELEV = 4923.53PVI STA = 15+04.53PVI ELEV = 4925.52PVI STA = 15+52.18PVI ELEV = 4925.79PROPOSED GRADE PROPOSED GRADE EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE STA.=14+38.67INTERSECTION OFVIXEN DRIVE &STREET AEXISTING GROUND EXISTING GROUND 0.55%9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT 77' ROW 50' FL-FL 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT 5' SIDEWALK R20' R20' R20'R20' PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED 30" VERTICAL CURB & GUTTER STA. = 14+38.67 (VIXEN DRIVE) STA. = 35+18.70 (STREET A) STA. = 10+00.00 (VIXEN DRIVE) STA. = 28+91.51 (CARRIAGE PARKWAY) 71' ROW 44' FL -FL 71' ROW 44' FL - FL LOT 9 LOT 10 LOT 12 STREET A SEE SHEET R9 VIXEN DRIVE CARRIAGE PARKWAY SEE SHEET R5 R10 PLAN & PROFILEVIXEN DRIVE80 NORTH CENTERLINE VIXEN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE VIXEN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE VIXEN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINESEE SHEET17+00R13LINEMATCHSTA17+00( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25R10 R11 WWWWSSSSSSSSSSSSSSSSSXXXX9' UTI LI T Y E A S E M E N T 9' UTI L I T Y E A S E M E N T 71' ROW 44' FL-FL 5' SID E W A L K 5' SID E W A L K PROPOSED 30" VERTICAL CURB & GUTTERDITCH A SEE SHEET ST5 100 YR BOXELDERFLOODPLAINLOT 9 LOT 12 VIXEN D R I V E 4915 4920 4925 4930 4935 4915 4920 4925 4930 4935 17+0018+0019+0020+0021+0022+0023+0024+00 4915 4920 4925 4930 4935 4915 4920 4925 4930 4935 17+0018+0019+0020+0021+0022+0023+0024+00 4915 4920 4925 4930 4935 4915 4920 4925 4930 4935 17+0018+0019+0020+0021+0022+0023+0024+00 4927.754928.304928.794928.114927.064926.014927.344927.474927.614927.894928.024928.164928.444928.574928.714928.764928.624928.384927.854927.594927.334926.804926.544926.284925.754925.49-1.05% 0.55%PVI STA = 23+55.99PVI ELEV = 4925.4390.0' VC HP ELEV = 4928.79 HP STA = 20+05.61 PVI STA = 20+19.67 PVI ELEV = 4928.96 BVCS: 19+74.67BVCE: 4928.71EVCS: 20+64.67EVCE: 4928.48A.D. = 1.60 K = 56.25 4927.204927.754928.184927.464926.484925.594926.794926.934927.074927.344927.484927.624927.894928.034928.154928.114927.944927.704927.224926.974926.734926.244926.004925.774925.404925.22-0.74% 0.55% -0.97%PVI STA = 17+19.29PVI ELEV = 4926.76PVI STA = 22+67.65PVI ELEV = 4925.83PVI STA = 23+65.80PVI ELEV = 4925.1093.2' VC HP ELEV = 4928.19 HP STA = 19+95.49 PVI STA = 20+08.45 PVI ELEV = 4928.35 BVCS: 19+61.82BVCE: 4928.09EVCS: 20+55.07EVCE: 4927.90A.D. = 1.52 K = 61.20 4927.104927.654928.184927.524926.384925.384926.694926.834926.964927.244927.384927.514927.794927.934928.064928.174928.054927.804927.234926.954926.664926.094925.814925.604925.174924.95-1.14% 0.55% -0.86%PVI STA = 17+37.69PVI ELEV = 4926.76PVI STA = 22+48.19PVI ELEV = 4925.83PVI STA = 23+68.20PVI ELEV = 4924.8086.8' VC HP ELEV = 4928.19 HP STA = 20+11.72 PVI STA = 20+26.85 PVI ELEV = 4928.35 BVCS: 19+83.48BVCE: 4928.11EVCS: 20+70.23EVCE: 4927.86A.D. = 1.69 K = 51.35 18" RCP STORM STA.=23+29.26 INV.=4919.05INLET F3STA 23+15.75RIM 4925.2±INV. IN 4919.13 (E)INV. OUT 4919.13 (W)INLET F2STA 23+39.04RIM 4925.3±INV. IN 4918.98 (E)INV. OUT 4918.98 (W)PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND R11 PLAN & PROFILEVIXEN DRIVE81 NORTH CENTERLINE VIXEN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINESEE SHEET17+00R12LINEMATCHSTA17+00( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25RIGHT FLOWLINE VIXEN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE VIXEN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) R10 R11 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /CONTROL IRR CONTROL IRR V.P./ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / /CARRIAGE PARKWAY6' SIDEWALK PROSPECT ROADA A A A 14' TURN LANE 6' BIKE LANE 12' TURN LANE 12' TURN LANE 12' TRAVEL LANE 12' TRAVEL LANE A A K 12' TURN LANE 12' TRAVEL LANE 12' TRAVEL LANE 6' BIKE LANE 14' TURN LANE 12' TURN LANE STA.=12+48.35 OFFSET=47' BEGIN 4 TIE INTO EXISTING STA.=12+48.12 OFFSET=39' BEGIN 4 TIE INTO EXISTING STA.=12+59.04 OFFSET=6' BEGIN 5 STA.=16+80.92 OFFSET=45' BEGIN 4 END 3 STA.=16+80.92 OFFSET=38' BEGIN 4 END 3 STA.=16+81.49 OFFSET=13' BEGIN 4 END 3 STA.=19+13.92 OFFSET=14' END 4 ℄ STA.=19+13.92 OFFSET=10' END 4 ℄ STA.=19+13.92 OFFSET=27' END 5 STA.=19+13.92 OFFSET=38' END 4 STA.=18+60.27 OFFSET=46' END 4 STA.=12+60.87 OFFSET=34' BEGIN 7 END 7 ℄ STA.=19+13.92 OFFSET=22' END 5 ℄ STA.=19+13.92 OFFSET=2' END 4 STA.=16+80.92 OFFSET=2' BEGIN 4 STA.=16+80.92 OFFSET=10' BEGIN 4 STA.=14+80.92 OFFSET=38' END 4 BEGIN 3 STA.=14+80.92 OFFSET=45' END 4 BEGIN 3 STA.=12+60.30 OFFSET=22' BEGIN 5 ℄ STA.=19+91.92 OFFSET=45' BEGIN 4 ℄ STA.=19+91.92 OFFSET=39' BEGIN 4 ℄ STA.=19+91.92 OFFSET=26' BEGIN 4 ℄ STA.=19+91.92 OFFSET=14' BEGIN 7 ℄ STA.=19+91.92 OFFSET=2' BEGIN 7 ℄ STA.=19+91.92 OFFSET=14' BEGIN 4 STA.=16+80.92 OFFSET=27' CONTINUE 5 STA.=16+80.92 OFFSET=22' CONTINUE 5 L L STA.=12+55.15 OFFSET=47' BEND 4 STA.=12+54.92 OFFSET=39' BEND 4 STA.=13+05.15 OFFSET=45' BEND 4 STA.=13+05.15 OFFSET=38' BEND 4 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / XXX XXX E OHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / PROSPECT ROAD 15' UTILITY EASEMENT 15' UTILITY EASEMENT A12' TURN LANE 12' TRAVEL LANE 12' TRAVEL LANE 6' BIKE LANE 14' TURN LANE STA.=23+91.92 OFFSET=38' BEGIN 3 END 4 ℄ STA.=25+55.59 OFFSET=42' END 3 STA.=25+91.95 OFFSET=34' BEGIN 4 END 3 STA.=23+91.92 OFFSET=45' BEGIN 3 END 4 STA.=30+15.96 OFFSET=22' END 7 TIE INTO EXISTINGSTA.=29+61.08 OFFSET=34' END 4 TIE INTO EXISTING STA.=29+61.08 OFFSET=6' END 4 TIE INTO EXISTING ℄ STA.=21+91.92 OFFSET=14' CONTINUE 7 ℄ STA.=21+91.92 OFFSET=2' CONTINUE 7 ℄ STA.=25+91.95 OFFSET=22' CONTINUE 7 STA.=25+91.92 OFFSET=6' CONTINUE 7 ℄ STA.=27+61.35 OFFSET=6' CONTINUE 7 L SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 SG1 STRIPING PLANPROSPECT ROAD82 NORTH LINEMATCHSTA21+25SEE MIDDLE LEFTBOTTOM ( IN FEET ) 1 inch = ft. Feet0#### ## ###### CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R / / / / / / / /PROPOSED EDGE OF ASPHALT PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: PROPOSED LOT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. 3.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS, OR AS OTHERWISE SPECIFIED IN MUTCD. YELLOW ISLAND CROSS HATCHING10 WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 4" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 4" SOLID AND 4" BROKEN; 4" APART 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) L H D C B KA E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES 10'30'10'30'10'4" BROKEN WHITE12 10' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3'3'3'3'3'4" WHITE DASHED LINE O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING A.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 CONSTRUCTION NOTES LISTED HERE. B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-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 PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION OF 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 BRIDGE CONSTRUCTION. 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 FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 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 TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE. STRIPING LEGEND:STRIPING NOTES: 3'3'3'3'3'8" WHITE DASHED LINE (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING 30'10'30'10' LEGEND: KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25TOP SG1 SG1 LINEMATCHSTA21+25SEE MIDDLE LEFT V.P. 6' SIDEWALK PROSPECT ROAD STA.=12+48.35 OFFSET=47' BEGIN 4 TIE INTO EXISTING STA.=14+80.92 OFFSET=38' BEGIN 3 END 4 STA.=12+48.12 OFFSET=39' BEGIN 4 TIE INTO EXISTING STA.=16+80.92 OFFSET=38' BEGIN 4 END 3 A B STA.=16+78.92 OFFSET=4' BEGIN 4 STA.=19+13.92 OFFSET=45' END 4 ℄ STA.=19+13.92 OFFSET=8' END 7 STA.=12+78.92 OFFSET=22' CONTUINE 7 BEGIN 6 14' TURN LANE 6' BIKE LANE 12' TURN LANE 12' TRAVEL LANE 11' TRAVEL LANE 11' TRAVEL LANE STA.=18+60.27 OFFSET=46' END 4 STA.=14+80.92 OFFSET=45' BEGIN 3 END 4 STA.=12+53.25 OFFSET=7' BEGIN 7 TIE INTO EXISTING STA.=12+58.53 OFFSET=22' BEGIN 7 STA.=12+24.63 OFFSET=46' BEGIN 4 TIE INTO EXISTING STA.=12+24.63 OFFSET=53' BEGIN 4 TIE INTO EXISTINGSTA.=12+24.63 OFFSET=34' BEGIN 12 TIE INTO EXISTING STA.=12+49.60 OFFSET=29' BEGIN 12 TIE INTO EXISTING STA.=16+80.92 OFFSET=45' BEGIN 4 END 3 STA.=14+78.92 OFFSET=50' BEGIN 3 END 4 STA.=14+78.92 OFFSET=43' BEGIN 3 END 4 STA.=16+78.92 OFFSET=45' BEGIN 4 END 3 STA.=16+78.92 OFFSET=38' BEGIN 4 END 3 STA.=16+78.92 OFFSET=15' BEGIN 4 STA.=19+13.92 OFFSET=16' END 7 STA.=19+13.92 OFFSET=38' END 4 STA.=19+13.92 OFFSET=28' END 4 STA.=19+13.92 OFFSET=38' END 4 ℄ STA.=19+13.92 OFFSET=27' END 12 STA.=19+13.92 OFFSET=15' END 4 12' TURN LANE 12' TRAVEL LANE 6' BIKE LANE 12' TURN LANE A 6' BIKE LANE 12' TURN LANE 12' TRAVEL LANE 11' TRAVEL LANE 11' TRAVEL LANE 12' TURN LANE 12' TRAVEL LANE 6' BIKE LANE w/3' BUFFER 14' TURN LANE 12' TRAVEL LANE ℄ STA.=19+91.92 OFFSET=15' BEGIN 4 ℄ STA.=19+91.92 OFFSET=38' BEGIN 4 ℄ STA.=19+91.92 OFFSET=27' BEGIN 12 ℄ STA.=19+91.92 OFFSET=3' BEGIN 4 STA.=19+91.92 OFFSET=9' BEGIN 7 STA.=19+91.92 OFFSET=16' BEGIN 7 STA.=19+91.92 OFFSET=28' BEGIN 12 STA.=19+91.92 OFFSET=45' BEGIN 4 ℄ STA.=19+91.92 OFFSET=39' BEGIN 4 ℄ STA.=19+91.92 OFFSET=41' BEGIN 4 ℄ STA.=19+13.92 OFFSET=4' END 4 STA.=16+78.92 OFFSET=8' CONTUINE 7 STA.=13+47.89 OFFSET=16' CONTUINE 7 A A L XXX XXX E OHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXPROSPECT ROAD 15' UTILITY EASEMENT 15' UTILITY EASEMENT 14' TURN LANE 12' TURN LANE 6' BIKE LANE 12' TURN LANE 12' TRAVEL LANE 11' TRAVEL LANE 11' TRAVEL LANE 12' TURN LANE 12' TRAVEL LANE 6' BIKE LANE w/3' BUFFER ℄ STA.=21+91.95 OFFSET=3' END 4 STA.=21+91.95 OFFSET=15' BEGIN 3 END 4 STA.=23+91.92 OFFSET=38' BEGIN 3 END 4STA.=23+91.92 OFFSET=45' BEGIN 3 END 4 ℄ STA.=25+55.59 OFFSET=42' END 3 ℄ STA.=25+91.95 OFFSET=34' END 3 ℄ STA.=21+91.95 OFFSET=9' CONTUINE 7 STA.=25+91.96 OFFSET=15' CONTUINE 7 END 3 ℄ STA.=27+94.64 OFFSET=15' END 7 ℄ STA.=27+94.64 OFFSET=16' END 7 ℄ STA.=27+94.64 OFFSET=39' END 4 ℄ STA.=27+94.64 OFFSET=42' END 4 ℄ STA.=27+94.64 OFFSET=27' END 12 L SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 SG2 STRIPING PLANPROSPECT ROAD ULTIMATE83 NORTH LINEMATCHSTA21+25SEE BOTTOM LEFT( IN FEET ) 1 inch = ft. Feet0#### ## ###### CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R / / / / / / / /PROPOSED EDGE OF ASPHALT PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: PROPOSED LOT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. 3.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS, OR AS OTHERWISE SPECIFIED IN MUTCD. YELLOW ISLAND CROSS HATCHING10 WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 4" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 4" SOLID AND 4" BROKEN; 4" APART 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) L H D C B KA E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES 10'30'10'30'10'4" BROKEN WHITE12 10' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3'3'3'3'3'4" WHITE DASHED LINE O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING A.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 CONSTRUCTION NOTES LISTED HERE. B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-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 PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION OF 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 BRIDGE CONSTRUCTION. 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 FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 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 TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE. STRIPING LEGEND:STRIPING NOTES: 3'3'3'3'3'8" WHITE DASHED LINE (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING 30'10'30'10' LEGEND: KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25TOP BOTTOM SG2 SG2 LINEMATCHSTA21+25SEE TOP RIGHTFOR REFERENCE ONLY - NOT FOR CONSTRUCTION / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /IRRCONTROLIRR/ / / / / / / // / / / / / / /9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT STREET ACARRIAGE PARKWAY 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK PROSPECT ROADLAKE CANALTRIC CANAL℄ STA.=10+79.25 OFFSET=30' BEGIN 1 ℄ STA.=10+79.25 OFFSET=18' BEGIN 6 ℄ STA.=10+79.26 OFFSET=6' BEGIN 7 ℄ STA.=10+79.25 OFFSET=6' BEGIN 7 ℄ STA.=10+79.25 OFFSET=18' BEGIN 4 ℄ STA.=10+79.25 OFFSET=30' BEGIN 1 ℄ STA.=10+89.48 OFFSET=39' BEGIN 4 ℄ STA.=12+53.50 OFFSET=30' END 1 ℄ STA.=11+44.50 OFFSET=18' END 4 STA.=13+24.50 OFFSET=30' BEGIN 6 END 1 STA.=13+24.50 OFFSET=39' BEGIN 6 END 4 ℄ STA.=14+17.10 OFFSET=29' END 6 STA.=14+37.06 OFFSET=18' BEGIN 1 END 6 ℄ STA.=14+90.51 OFFSET=18' END 1 STA.=14+43.08 OFFSET=6' BEGIN 5 END 7 ℄ STA.=14+90.51 OFFSET=6' END 5 ℄ STA.=13+00.51 OFFSET=6' BEGIN 1 STA.=14+90.51 OFFSET=6' END 1 STA.=14+13.50 OFFSET=18' BEGIN 4 END 6 STA.=14+90.51 OFFSET=18' END 4 ℄ STA.=14+90.50 OFFSET=27' END 4 ℄ STA.=14+13.50 OFFSET=27' BEGIN 4 A ℄ STA.=15+83.48 OFFSET=18' BEGIN 4 ℄ STA.=15+83.48 OFFSET=18' BEGIN 4 ℄ STA.=15+83.48 OFFSET=6' BEGIN 4 ℄ STA.=15+83.49 OFFSET=6' BEGIN 7 STA.=15+83.49 OFFSET=21' BEGIN 1 STA.=16+83.49 OFFSET=21' END 1 ℄ STA.=16+83.49 OFFSET=6' END 4 ℄ STA.=18+03.49 OFFSET=6' BEGIN 7 STA.=18+93.49 OFFSET=0' BEGIN 7 END 7 ℄ STA.=18+03.49 OFFSET=21' BEGIN 6 ℄ STA.=18+03.49 OFFSET=21' BEGIN 6STA.=18+93.49 OFFSET=16' BEGIN 1 END 6 STA.=18+93.49 OFFSET=16' BEGIN 1 END 6 STA.=18+93.49 OFFSET=19' BEGIN 4 STA.=18+93.49 OFFSET=19' BEGIN 4 9' BIKE LANE 12' TRAVEL LANE 12' TRAVEL LANE 12' TURN LANE 12' TRAVEL LANE 9' BIKE LANE 12' TURN LANE 12' TURN LANE 9' BIKE LANE 12' TURN LANE 12' TRAVEL LANE 12' TRAVEL LANE 9' BIKE LANE 12' TURN LANE 12' TRAVEL LANE 12' TRAVEL LANE 9' BIKE LANE 6' BIKE LANE w/ 3' BUFFER 12' TRAVEL LANE 12' TRAVEL LANE 5' BIKE LANE w/ 3' BUFFER 5' BIKE LANE w/ 3' BUFFER 8' PARALLEL PARKING 8' PARALLEL PARKING A B L A B L L K K 9' U T I L I T Y E A S E M E N T 9' U T I L I T Y E A S E M E N T 84' ROW 54' FL-FL C A R R I A G E P A R K W A Y LAKE CANALTRIC CANAL℄ STA.=18+03.49 OFFSET=6' BEGIN 7 STA.=18+93.49 OFFSET=0' BEGIN 7 END 7 ℄ STA.=18+03.49 OFFSET=21' BEGIN 6 ℄ STA.=18+03.49 OFFSET=21' BEGIN 6 STA.=18+93.49 OFFSET=16' BEGIN 1 END 6 STA.=18+93.49 OFFSET=16' BEGIN 1 END 6 STA.=18+93.49 OFFSET=19' BEGIN 4 STA.=18+93.49 OFFSET=19' BEGIN 4 9' UTILITY EA S E M E N T 12' TR A V E L L A N E 12' TR A V E L L A N E 5' BIK E L A N E w/ 3' B U F F E R 5' BIK E L A N E w/ 3' B U F F E R 8' PAR A L L E L P A R KI N G 8' PAR A L L E L P A R KI N G 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EA S E M E N T 9' UTI L I T Y E A S E M E N T 5' SID E W A L K 5' SID E W A L K 5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAY VIXEN DRIVE5' SIDEWALK 5' SIDEWALK 12' TRAVEL LANE 12' TRAVEL LANE 5' BIKE LANE w/ 3' BUFFER 5' BIKE LANE w/ 3' BUFFER 8' PARALLEL PARKING 8' PARALLEL PARKING ℄ STA.=29+32.35 OFFSET=0' BEGIN 7 ℄ STA.=28+48.32 OFFSET=0' END 7 ℄ STA.=28+48.32 OFFSET=11' END 4 ℄ STA.=28+48.32 OFFSET=16' END 1 ℄ STA.=28+48.32 OFFSET=19' END 4 ℄ STA.=29+32.35 OFFSET=11' BEGIN 4 ℄ STA.=29+32.35 OFFSET=16' BEGIN 1 ℄ STA.=29+32.35 OFFSET=19' BEGIN 4 12' TRAVEL LANE 12' TRAVEL LANE 5' BIKE LANE w/ 3' BUFFER 5' BIKE LANE w/ 3' BUFFER 8' PARALLEL PARKING 8' PARALLEL PARKING SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 SG3 STRIPING PLANCARRIAGE PARKWAY84LINEMATCHSTA20+00SEE MIDDLE RIGHT( IN FEET ) 1 inch = ft. Feet04040 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R / / / / / / / /PROPOSED EDGE OF ASPHALT PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: PROPOSED LOT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. 3.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS, OR AS OTHERWISE SPECIFIED IN MUTCD. YELLOW ISLAND CROSS HATCHING10 WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 4" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 4" SOLID AND 4" BROKEN; 4" APART 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) L H D C B KA E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES 10'30'10'30'10'4" BROKEN WHITE12 10' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3'3'3'3'3'4" WHITE DASHED LINE O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING A.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 CONSTRUCTION NOTES LISTED HERE. B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-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 PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION OF 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 BRIDGE CONSTRUCTION. 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 FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 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 TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE. STRIPING LEGEND:STRIPING NOTES: 3'3'3'3'3'8" WHITE DASHED LINE (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING 30'10'30'10' LEGEND: KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25NORTH NORTH NORTH SG3 SG3 SG3 SG4 SG4 TOP BOTTOM MIDDLE LINEMATCHSTA20+00SEE TOP LEFTLINEMAT C H STA26+00SEE BOTTOM RIGHTLINEMATCHSTA31+50SEE SHEET SG3 (TOP RIGHT)LINEMATCHSTA26+00SEE MIDDLE LEFT WS SSSSSSSSSSSS9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' U T I L I T Y E A S E M E N T 5' SIDEWALK 5' SIDEWALK 5' S I D EW A L K CARRIAGE PARKWAY 12' TRAVEL L A N E 12' TRAVEL L A N E 5' BIKE LANE w / 3 ' B U F F E R 5' BIKE LANE w / 3 ' B U F F E R 8' PARALLEL P A R K I N G 8' PARALLEL P A R K I N G 84' ROW 54' FL-FL ℄ STA.=41+09.82 OFFSET=0' END 7 ℄ STA.=41+09.82 OFFSET=11' END 4 ℄ STA.=41+09.82 OFFSET=16' END 1 ℄ STA.=41+09.82 OFFSET=19' END 4 ℄ STA.=41+09.82 OFFSET=11' END 4 ℄ STA.=41+09.82 OFFSET=16' END 1 ℄ STA.=41+09.82 OFFSET=19' END 4 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 9' U T I L I T Y E A S E M E N T 9' UTI L I T Y E A S E M E N T 5' SID E W A L K 5' SID E W A L K 5' SID E W A L K 5' SID E W A L K CARRI A G E P A R K W A Y 5' B I K E L A N E w / 3 ' B U F F E R 12' TRA V E L L A N E 12' TRA V E L L A N E 5' BIKE L A N E w / 3' B U F F E R 5' BIKE L A N E w / 3' B U F F E R 8' PAR A L L E L P A R K I N G 8' PAR A L L E L P A R K I N G 84' R O W 54' FL-FL SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 SG4 STRIPING PLANCARRIAGE PARKWAY85LINEMATCHSTA31+50SEE SHEET SG2( IN FEET ) 1 inch = ft. Feet04040 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R / / / / / / / /PROPOSED EDGE OF ASPHALT PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: PROPOSED LOT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. 3.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS, OR AS OTHERWISE SPECIFIED IN MUTCD. YELLOW ISLAND CROSS HATCHING10 WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 4" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 4" SOLID AND 4" BROKEN; 4" APART 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) L H D C B KA E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES 10'30'10'30'10'4" BROKEN WHITE12 10' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3'3'3'3'3'4" WHITE DASHED LINE O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING A.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 CONSTRUCTION NOTES LISTED HERE. B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-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 PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION OF 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 BRIDGE CONSTRUCTION. 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 FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 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 TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE. STRIPING LEGEND:STRIPING NOTES: 3'3'3'3'3'8" WHITE DASHED LINE (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING 30'10'30'10' LEGEND: KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25NORTH NORTH TOP MIDDLE SG3 SG3 SG3 SG4 SG4 LINEMATCHSTA38+00SEE TOP LEFTLINEMATCHSTA38+00SEE M IDDLE CENTER / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / S S S E MM MSSSSSSSSSS SS CONTROLIRR V.P. V.P. V.P.V.P. MM S MMM M / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / SB SB SB SB CARRIAGE PARKWAYKIT DEN DR.HUNTSMAN DR.VIXEN DR.8" SS8" SS8" SSTTTT TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON F F TCONTROLIRR CONTROLIRR V.P. GAS/ / / / / / / // / / / / / / /XXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXB MB M C CT C CT TC C T C util LID S S S S CTVCTVMMX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / S SS X/ / / / / / / // / / / / / / // / / / / / / / STRE E T A VI X E N D R I V E CAR RI A G E P K W Y PROSPECT ROAD LAKE CANAL T R I C C A N A LSOUTHEAST FRONTAGE ROADINTERSTATE 25LOT 7 LOT 6LOT 2TRACT E LOT 3 TRACT F LOT 5 TRACT H LOT 9 TRACT J TRACT I TRACT K TRACT L TRACT M TRACT N LOT 1 LOT 8 LOT 13 LOT 10 LOT 11 LOT 4 LOT 12 TRACT C TRACT B TRACT D TRACT A TRACT G TRACT O SG5SIGNAGE PLAN86 NORTH SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 ( IN FEET ) 1 inch = ft. Feet0150150 150 300 450 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET P0TS ONLY 31 2 4 1 1 1 2 2 3 3 4 5 5 5 5 4 4 5 4 4 5 4 5 CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'11+004904490849124916490449084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'11+504904490849124916490449084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'12+004904490849124916490449084912491602040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'12+504904490849124916490449084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'13+004904490849124916490449084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'13+504904490849124916490449084912491602040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'14+004906490849124916490649084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'14+504906490849124916490649084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'15+004906490849124916490649084912491602040600-20-40-60-2.20%-1.76%-1.75%-1.76%-1.75%-2.20%-1.87%-1.88%-1.91%-2.20%-1.91%-2.20%-1.91%-2.20%-1.95%-2.20%-2.04%-2.20%-2.20%-2.19%-2.20%-2.20%ROW ROW ROW ROW ROW ROW ROW ROW ROWROW CONTROL IRR CONTROL IRR VAULT F.O.GGGFO VAULT F.O. G/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /11+00 11+50 12+00 12+50 13+00 13+50 14+0014+5015+00 9' UTIL. EASEMENT9' UTIL. EASEMENT5' SIDEWALK5' SIDEWALKSTREET A CARRIAGE PARKWAYPROSPECT ROAD LOT 6LOT 3STORM DRAIN CSEE SHEET ST3EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 127XS1CROSS SECTIONS CARRIAGE PARKWAY87 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'15+504906490849124916490649084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'16+004908491249164920490849124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'16+504910491249164920491049124916492002040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'17+004910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'17+504910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'18+004910491249164920491049124916492002040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'18+504910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'19+004910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'19+504910491249164920491049124916492002040600-20-40-60-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROWROW ROW ROWROW ROW 15+00 15+50 16+00 16+50 17+00 17+50 18+0018+5019+0019+50 9' UTILITYEASEMENT5' SIDEWALK5' SIDEWALK9' UTILITYEASEMENT81' ROW54'FL-FLSTREET A LOT 33LOT 18LOT 11TRACT JLAKE CANAL CULVERT BSEE SHEET LC3TRIC CULVERT ASEE SHEET TRIC1EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 127XS2CROSS 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 19+5020+0020+50 21+00 21+50 22+00 22+5023+0023+5024+00 81' ROW54'FL-FL9' UTIL. EASEMENT5' SIDEWALK9' UTIL. EASEMENT5' SIDEWALKTRACT JLOT 10LOT 11STORM DRAIN ASEE SHEET ST1CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'20+004910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'20+504910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'21+004910491249164920491049124916492002040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'21+504910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'22+004910491249164920491049124916492002040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'22+504914491649204924491449164920492402040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'23+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'23+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+004914491649204924491449164920492402040600-20-40-60-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROWROW ROW ROWROW ROW EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 127XS3CROSS 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 24+00 24+50 25+00 25+50 26+00 26+50 27+0027+5028+0028+509' UTIL. EASEMENT9' UTIL. EASEMENT5' SIDEWALK5' SIDEWALK81' ROW54'FL - FLCARRIAGE PARKWAYLOT 10LOT 11STORM DRAIN BSEE SHEET ST2CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+504914491649204924491449164920492402040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'27+004914491649204924491449164920492402040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'27+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'28+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'28+504914491649204924491449164920492402040600-20-40-60-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROWROW ROW ROWROW EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 127XS4CROSS 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 28+50 29+00 29+50 30+00 30+50 31+00 31+5032+0032+5033+0033+5034+009' UTIL.EASEMENT9' UTIL. EASEMENT5' SIDEWALK5' SIDEWALK 54'FL - FL81' ROWCARRIAGE PARKWAYVIXEN DRIVETRACT MTRACT NCULVERT 1SEE SHEET ST7CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'29+004916492049244928491649204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'29+504916492049244928491649204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'30+004916492049244928491649204924492802040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'30+504916492049244928491649204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'31+004916492049244928491649204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'31+504916492049244928491649204924492802040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'32+004918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'32+504918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'33+004918492049244928491849204924492802040600-20-40-60-2.20%-2.20%2.05%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROWROW ROW ROW ROW EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 127XS5CROSS 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 3 2 + 5 0 33 + 0 0 33 + 5 0 34+ 0 0 34+5 0 35+00 35+50 36+0036+5037+0037+509' UTIL. EASEMENT9' UTIL. EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAY81' ROW54'FL - FLLOT 13LOT 12LOT 12LOT 12CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'33+504918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'34+004918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'34+504918492049244928491849204924492802040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'35+004918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'35+504918492049244928491849204924492802040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'36+004920492449284932492049244928493202040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'36+504920492449284932492049244928493202040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'37+004920492449284932492049244928493202040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'37+504922492449284932492249244928493202040600-20-40-60-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROWROW ROW ROWROW ROW EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 127XS6CROSS 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 WWWFODSSSSSSSSS SS SSSSSSSTSTSTGGGG 38+00 38+50 39+00 39+50 40+00 40+50 41+00 81' ROW54'FL-FL9' UTIL. EASEMENT5' SIDEWALK9' UTIL. EASEMENT5' SIDEWALKLOT 12LOT 13STORM DRAIN GSEE SHEET ST5CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'38+00492249244928493249364922492449284932493602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'38+50492249244928493249364922492449284932493602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'39+004922492449284932492249244928493202040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'39+504924492849324936492449284932493602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'40+004922492449284932492249244928493202040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'40+504922492449284932492249244928493202040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'41+004918492049244928491849204924492802040600-20-40-60-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.54%-2.02%ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROW ROW ROW ROW EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETKEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 127XS7CROSS 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 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 DD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /DDDDVAULTELECVAULTELEC/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /13+00 13+50 14+00 14+50 15+00 15+50PROSPECT ROADKEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 XS8CROSS SECTIONS PROSPECT ROAD94 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 127EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETXS8XS9XS10XS11XS12 CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'16+00490449084912491649044908491249160204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'16+50490449084912491649044908491249160204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'17+00490449084912491649044908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'17+50490449084912491649044908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'18+00490449084912491649044908491249160204060800-20-40-60-80-2.41%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%-2.20%CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'18+50490449084912491649044908491249160204060800-20-40-60-80-2.20%-2.20%4910.44910.44910.7 4911.04911.34911.6 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /15+5016+00 16+50 17+00 17+50 18+00 18+50STORM DRAIN C2SEE SHEET ST3PROSPECT ROADKEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 XS9CROSS SECTIONS PROSPECT 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.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 127EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETXS8XS9XS10XS11XS12PROSPECT 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%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 FESCONTROLIRRCONTROLIRRV.P.F ESVAULTF.O.ELECHYDGASW WW/ / / / / / / /X FO FO FOGGGGELECELECFOVAULTF.O.VAULTF.O.FOFOFOFOFOFOFOGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /19+00 19+50 20+00 20+50 21+00 21+50STORM DRAIN CSEE SHEET ST3PROSPECT ROADLOT 6KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 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 127EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETXS8XS9XS10XS11XS12XS10CROSS SECTIONS PROSPECT ROAD96 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 XXCCMWTELECELECELECELECFOFOFOFOFOFOFOFOFOWXX GGGGGX / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /22+00 22+50 23+00 23+50 24+00 24+50 25+00 LOT 7PROSPECT ROADKEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 127EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETXS8XS9XS10XS11XS12XS11CROSS SECTIONS PROSPECT ROAD97 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 XXCOHU FESFES HYDELECF.O.ELECFOF.O.F.O.F.O.F.O.MH2OFOMFOFOFOFOFOFOFOFOFOFOFOFO WWWWWWWWW/ / / / / / / // / / / / / / /GGGGGGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /25+00 25+50 26+00 26+50 27+00 LOT 7PROSPECT ROADKEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 127EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETXS8XS9XS10XS11XS12XS12CROSS SECTIONS PROSPECT ROAD98 PROSPECT ROADCROSS SECTION PROFILES 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT81' ROW54'FL-FL77' ROW50'FL-FLSTREET ACARRIAGE PARKWAY 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALKR20'R20'30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)9' UTILITY EASEMENT 5' SIDEWALK R20'R20'77' CROWN TRANS.2.2%2.2% 1.0%1.0%3.0%2.7%1.0%0.5%0.5%1.6%1.3%0.5%1.3%1.3%1.0%15.1314. 5 9 15.4315.0116.0215.7815.4015.2615.31 15.56 14.7614.731 5 . 3 8 16. 2 2 15.3816.0216.6916.0215.6316.0915.7216.4416.5116.8316.56 16. 7 516.6516.1216.1016.1715.8916.1015.4915.0014.8214.90 15.63 15.6915.7616.4316.0015.9316.4116.3316.3315.7115.66 15.3915.1814.4214.6614.7414.8414.8815.5515.472.2%2.2%LOT 6LOT 4LOT 3LOT 59' UTILITY EASEMENT9' UT IL ITY EASEMENT77' ROW50'FL-FL5' S IDEWALK 5' SIDEWALKSTREET A5' SIDEWALK9' UTILITY EASEMENTR20'R20'30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)5' SIDEWALK9' UTILITY EASEMENT71' ROW44' FL - FL71' ROW44' FL - FL30" VERTICALCURB & GUTTER75' CROWN TRANS .24.6424.9724.8125.4025.3024.8825.6325.71 25.3325.7924.23 25.3624.7825.1025.42 25.2925.3924.9225. 4 9 25.67 26.0325.8426.1925.4623.5623.5625.4125.3826.07 26.042.2%2.2%2.0%2.3%2.2% 2 .2%5' SIDEWALK9' UTILITY EASEMENTVIXEN DRIVELOT 10LOT 12LOT 924.9725.19GG9' UT IL ITY EASEMENT5' SIDEWALK5' SIDEWALKVIXEN DRIVE9' UTILITY EASEMENT9' UTILITY EASEMENT5' S IDEWALK9' UTILITY EASEMENT5' S IDEWALK9' UTILITY EASEMENT5' SIDEWALK81' ROW54' FL - FL71' ROW44' FL - FLSTORM DRAIN LINE BSEE SHEET ST28' CONCRETE PANR20'R20'R20'R20'30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)PROJECTBOUNDARY9' UTILITY EASEMENT5' SIDEWALK 24.1923.4723.4723.0922.7022.9723.38CARRIAGE PARKWAY75' CROWN TRANS.24.14 23.5323.53 23.7023.7023.5623.0022.5822.7923.1023.1822.8722.88 23.1723.102.2%2.2%0.6%0.6%0.6%0.6%0.6%0.6%0.9%0.7%2.2%2.2%2.2%2.2%23.7423.6623.7923.8723.7123.5323.7423.5423.5423.1022.9722.9123.4923.6023.0323.1223.30 23.4223.3723.790.6%0.1%22.6322.7923.1823.2122.8923.0723.16 22.8923.1623.3623.5723.6923.4623.4823.3323.03 1.6%0.8%22.84LOT 10TRACT MSheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 INTERSECTION99 NORTH( IN FEET )1 inch = ft.Feet02020204060CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRINTERSECTION DETAILCARRIAGE ARKWAY & VIXEN DRIVEINTERSECTION DETAILCARRIAGE PARKWAY & STREET AINTERSECTION DETAILSTREET A & VIXEN DRIVEBACDCBA F ESCONTROLIRRCONTROLIRRV.P.F ESELECGASXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / / X X X X X X ELECELEC/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /9' UTILITY EASEMENT5' SIDEWALKPROSPECT ROAD15' UTILITY EASEMENTCARRIAGE PARKWAY 9' UTILITY EASEMENT 5' SIDEWALK PROPOSED RAINGARDEN 1STORM DRAIN CSEE SHEET ST3R65'R85'R25'6' SIDEWALK6' SIDEWALK30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)12.1711.4912.5512.8413.0812.3112.1912.0611.9911.9011.7411.6112.4512.50 12.9912.9412.5812.5212.5912.6012.5812.75 12.7612.6812.7413.7512.5612.7212.8813. 3 7 13.54 13.6813.4414.1914.5614.4412.8112.8112.2513.5114.5112.9015.5315.0013.9513.430.5%0.5%0.5%0.5%0.5%0.5%0.5% 2.7%3.1%14.6813.6213.2213.8314.2215.182.2%2.2% 2.2%2.2%0.6%1.0%0.7%1.1%1.0%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 BOUNDARYSheetRUDOLPH 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 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 DETAILPROSPECT ROAD & CARRIAGE PARKWAYDDCBA D1UTILITY DETAILS101SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 127CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR D2UTILITY DETAILS102SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 127ELCO WATER DISTRICTDETAIL:DRAWN:DATE:AA D3DRAINAGE DETAILS103SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 127oECBEECDPLAN D4DRAINAGE DETAILS104SheetRUDOLPH FARM These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc.NOT FOR CO N S T R U C T I O N REVIEW SE T of 127CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRTURF REINFORCEMENT MAT - SCOUR STOP402403PERMANENT TURF REINFORCEMENT MATSEE DETAIL 3,TYPICALSEE DETAIL 6,TYPICALSEE DETAIL 2,TYPICALSEE DETAIL 1,TYPICALLANDLOK® 300,SEE NOTE 1SEE DETAIL 9,TYPICALELEVATION 1: INSTALLATION OFLANDLOK® 300 TRM ON A SLOPENOTE: ALL PINS ARE NOT SHOWNFOR THE PURPOSE OF CLARITYDETAIL 8: SIMULATED CHECK SLOT DETAIL1' MAX(300 mm)LANDLOK® 300,SEE NOTE 16" MIN(150 mm)PIN, SEE DETAIL 645' MAX OR NEAR MIDPOINT OF SLOPE(13.5 m)1' MAX(300 mm)1' MAX(300 mm)LANDLOK® 300,SEE NOTE 1TOP OF SLOPE / UP STREAMBOTTOM OF SLOPE / DOWN STREAMDETAIL 7: OVERLAP AT ROLL END DETAILOVERLAPPING ENDFLOW OF WATER ORDIRECTION OFPREVAILING WINDROLL EDGEDETAIL 4: PIN PATTERNVERTICAL PIN SPACINGPER PDEA/PIN SCHEDULEHORIZONTAL PIN SPACINGPER PDEA/PIN SCHEDULELANDLOK® 300,SEE NOTE 1PIN, SEEDETAIL 6DETAIL 6: PIN12 - 24"1.5" (38 mm) DIAMETERSTEEL WASHER0.20" (5 mm)DIAMETER STEELSEE NOTE 2 FOR PIN DESCRIPTIONPIN, SEE DETAIL 63" OVERLAP MIN(75 mm)OFFSET PDEA AS SHOWN TOCREATE A CHECKERBOARD PATTERNPIN, SEE DETAIL 6FLOW OF WATER ORDIRECTION OF PREVAILING WINDDETAIL 5: PIN PATTERNPINS ON 12" (300 mm) CENTERSON ROLL EDGE OVERLAPSBETWEEN PDEASLANDLOK® 300,SEE NOTE 1PIN SCHEDULESECURING DEVICEPINHORIZONTALPDEA SPACING2' (0.60 m)VERTICALPDEA SPACING2.5' (0.75 m)EMBEDMENT DEPTHPER MANUFACTURESDESIGNPIN SPACING,SEE DETAIL 4DETAIL 9: VEGETATION ESTABLISHMENTTOPSOIL AS SPECIFIEDBY ENGINEER OF RECORD,NOT TO EXCEED THICKNESSOF 1" (25 mm)LANDLOK® 300,SEE NOTE 1SELECT FILL MATERIALAS SPECIFIED BYENGINEER OF RECORDTOPSOIL AS SPECIFIED BYENGINEER OF RECORDPIN,SEE DETAIL 6,TYPICALLANDLOK® S2 ECB,SEE NOTE 3LANDLOK® 300,SEE NOTE 1DETAIL 2: TOE OF SLOPE (TOS) TRENCHPINS ON 12"(300 mm) CENTERS,SEE DETAIL 6SEE DETAIL 3,TYPICAL1'(300mm)1'(300mm)COMPACTEDBACKFILL5'(1.5 m) MINRevDrawn By:09/15/2014Date:Scale:NTSD.LOIZEAUX*ALL DIMENSIONS ARE TO BE VERIFIED BY ENGINEER OF RECORD1 of 1©2014 Propex Operating Company, LLCPlease note that the information presented herein is general information only. It is for conceptual use only and not intended to be used for construction.While every effort has been made to ensure its accuracy, this information should not be used for a specific application without independent professionalexamination and verification of its suitability, applicability, and accuracy. This engineering drawing is protected by the Copyright Act, 17 U.S.C. §101 et seq.and may be used ONLY with the express written permission of Propex in connection with Propex products. Any copying, distributing, and/or creation of aderivative work without permission of Propex is prohibited and is subject of actual damages, statutory damages and attorney's fees under the Copyright Act. EROSION CONTROL INSTALLATION DETAILSLANDLOK® 300 TRM ON A SLOPE FOR EROSION CONTROL GENERAL INSTALLATION GUIDELINESGENERAL NOTES1.Landlok® 300 TRM is a three-dimensional, lofty, woven polypropylene geotextile that is available in green or tan which is specially designed for erosion control applications on steepslopes and vegetated waterways. The matrix is composed of polypropylene monofilament yarns featuring X3® technology woven into a uniform configuration of resilient pyramid-likeprojections. The material exhibits very high interlock and reinforcement capacity with both soil and root systems, demonstrates superior UV resistance, and enhances seedlingemergence.2.The 12”, 18”, and 24” Securing Pins are composed of a wire, mushroomed at the top. A washer is then placed on the wire and the wire is crimped or swedged about 3-1/2” below thetop so the washer will not slide off. The end of the wire is cut at a 45 degree angle for easy penetration of the soil. These Pins with washers conform to industry standards for erosioncontrol pins with washers.3.Landlok® S2 Erosion Control Blankets consist of 100% wheat straw mechanically bound and covered on both sides by netting. The straw is homogeneously blended and evenlydistributed throughout the blanket. The netting is photodegradable polypropylene with mesh openings of approximately 3/8 in. by 3/8 in. (11 mm by 11 mm). The blanket is sewn onapproximately 2 in. (51 mm) centers with photodegradable polypropylene thread. This product is NTPEP approved for AASHTO standards.BEFORE INSTALLATION BEGINS1.Coordinate with a Propex Representative: A pre-construction meeting is suggested with the construction team and a representative from Propex. This meeting should be scheduledby the contractor with at least a two week notice.2.Gather the Tools Needed: Tools that you will need to install Pyramat include a pair of industrial shears to cut Pyramat and tape measure.3.Determine how to Establish Vegetation: The method of vegetation establishment should be determined prior to the start of installation. Different vegetation establishment methodsrequire different orders of installation. Refer to Establish Vegetation for further guidance.4.Please consult the Propex Website for the most up to date installation guidelines.LANDLOK® 300,SEE NOTE 11'(300 mm)1'(300 mm)COMPACTEDBACKFILLDETAIL 1: CREST OF SLOPE (COS) TRENCHPINS ON 12"(300 mm) CENTERS,SEE DETAIL 63'(0.9 m) MINPINS ON 12"(300 mm) CENTERSSEE DETAIL 7DETAIL 3: BREAK IN SLOPE INTERFACELANDLOK® 300,SEE NOTE 1TURF REINFORCEMENT MAT (TRM)LANDLOK® 300 INSTALLATION DETAILS FOR CHANNELSNOTE : LANDLOK 300 SHOULD BE SHINGLED INTHE DIRECTION OF THE DOWN SLOPE AND FLOWINLET SCHEDULE40536" ANCHOR STRAPBULLET ANCHORRECESSED LOCKWASHERTRANSITION MATTURFREINFORCEMENTMATANCHOR PATTERNANCHOR ILLUSTRATIONMAX. 1"-2" DROPFROM CULVERT FLOWLINEONTO SCOURSTOP MATSPROFILE VIEWSECTION VIEW AAOUTLET AND CHANNEL SCOUR PROTECTION(TRANSITION MATS)DIRECTION OF FLOWTURF REINFORCEMENT MATWIDTH OFPROTECTIONLENGTH OF PROTECTIONDD= CULVERT DIAMETERTRANSIT ION 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. OTHER TURF REINFORCEMENT MATPRODUCTS EQUAL TO OR BETTER ALLOWED WITH APPROVAL OF THE ENGINEER AND CITY.2.SEEDING AT OUTFALL OF STORM SEWER SHALL BE COMPLETED PRIOR TO INSTALLATION OF TURF REINFORCEMENT MAT.SSSEEDING TO OCCURPRIOR TO INSTALLATION404ORIFICE PLATE(CONCRETE OUTLET STRUCTURE)ORIFICE OPENINGPLATE CENTEREDOVER PIPE OPENINGIN WALL12" Ø HOLES FOR38" Ø EXPANSION BOLTSEMBEDDING 2" INTOCONCRETE WALL @6" O.C. MIN.516" THICKGALVANIZEDSTEEL PLATEDD+4"D+4"ORIFICE INVERT SHALL MATCHPIPE INVERTCAD FILE NAME:DRAWN BY:T. COXD46.dwg8/15/05DATE DRAWN:CCAABB3'-6"Ls1'6"Ws6"6"VARIES VARIES 6"Ws/2 Ws/2SECTION C-CSECTION A-ASECTION B-BWELL SCREENFLOW CONTROL PLATE2'-6"6"Wo WoWoWp4" (TYP.) 1' (MAX.)PLAN6"3"CLR.D 1GENERAL NOTESSECTION D-DWQ DDAAOPP.CLR.ABBREVIATIONS@#WpWoTYP.DIA.O.C.MAX.MIN.LEGENDWQINV.ELEV.6"6"LsWsDETAILLAST DATE REVISED:4/7/11WQ PLATEPond IDOrifice Plate Diameter (in.)Pond 115 3/4Pond 210 11/16Pond 311 15/16REFER TO STORM PLAN AND PROFILES FOR "D" SIZE FOR EACH POND401 CURB OPENING2"CONCRETENOTES:1. MAXIMUM SPACING OF CONTRACTION JOINTS IS TEN (10) FEET.2. EXPANSION JOINTS REQUIRED AT 400 FOOT MAXIMUM SPACING. ADDITIONAL JOINTS MAY BEREQUIRED AT THE DISCRETION OF THE ENGINEER. SEE JOINT DETAILS.3. CONCRETE SURFACES TO RECEIVE A LIGHT BROOM FINISH.CROSS SECTION B - B400SCOUR-STOP4' MINPLANSCOUR-STOP4'x4' MIN. (WIDTH VARIES, SEE PLAN)6"6"MIN.4" CURBMINIMUM 6" THICK CDOTCLASS D CONCRETESCOUR-STOPFINISHED GRADE(RAIN GARDEN)1% ±CROSS SECTION A - A4"2"2'4:1AA4"2'6"RIBBED CONCRETE RUNDOWNBB4"100 YR-HGLOutlet 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 COLUMNS22INLET IDTYPEA115' TYPE RA210' TYPE RC2-125' TYPE RC320' TYPE RF210' TYPE RF310' TYPE RG25' TYPE RG35' TYPE RH210' TYPE RH315' TYPE R D5DRAINAGE DETAILS105SheetRUDOLPH 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 127CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSECTION C-CSECTION B-BSECTION A-ADETAIL 1PLANAABCCB D6SITE DETAILS106SheetRUDOLPH 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 127CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCurbFlareVariesCurbFlareRamp Curb CurbFlareRampVariesPanelsPanels6"RampWidth:4.5'5.0'6.0'7.0'8.0'Note:Truncated dome panels areavailable in 2'x2' squaresand 2'x2.5' rectangles.Combine the widths to fitthe ramp. Panels may becut to no less than a 2'x1.5'size.Panel WidthCombinations:2'+2.5'2.5'+2.5'2'+2'+2'2.5'+2'+2.5'2'+2'+2'+2'Notes: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb.For Drive Over Curb the warning detection location shall be placed inthe same position 6" back from theback of curb. 3. If curb and gutter are poured monolithic with ramp, place domeedge at back of curb as shown. Ifnot poured monolithic, place domeedge 6" from back of curb.Case 1-Directional Ramps Case 2-Non-Directional Ramps VariesPanelsRampPanels FlareCurbCase 3-Mid-Block Ramps6"Panels Panels Flare 6"FlareVaries FORT COLLINS ONLYAligned withPedestrian flowGutterorApron ℄Center line of rampBOC-Back of CurbFOC -Face of Curb-Flow lineVaries2'-0"2'-0"AAFOC or ℄2'-0"BOC BOC1:12 max slope1:20slope Panels embedded in theconcrete ramps Section A-A (Center line of ramp)NTSFlow line Curband GutterBOCSee Note 36"2"R.2" 6"6" 12"1 1/2"R.2'-6"6"4 1/2"30"9"R 0.5"4.5"18"3.63"21.75"R 0.13"7"2"3.75"12"ROLL-OVERVERTICAL(LOVELAND)Gutter edge may betapered or battered.(Typical for all Curb && Gutter Types)ATTACHED SIDEWALK DETAILSlope sidewalk to curb 1/4" per foot.NOTE: Construct sidewalk with joints at 10' intervalsR 1/8"WEAKENED PLANE JOINTEXPANSION JOINTR1/4"and aligned with scoring on curb.INSTALL IN LOCATIONS SPECIFIEDIN CHAPTER 221/2"1/4"1/4 SLAB THICKNESS1/4"1/2" ExpansionJoint materialDETACHED SIDEWALK DETAILVariableLandscapingSlope sidewalk to curb 1/4" per foot.2' min.Slope: Minumum 14"/ft Maximum 3"/ftDouble LinesNormal Width Line4" White4" Yellow4" Space4" WhitePreferential lane symbol(6' X 4') for designatedbikeways. White pavementmarking placed 65' (min) fromthe projected flowline andProjected Flowline (FL)NO CROSSPANContinental bars (9' X 1.5'):NO CROSSPAN OR EXISTING CROSSPANWhite Stop Bar (1.5' X Length)30' Gaps3:1 Ratio10' Segments4" WhiteBroken LineSTANDARDNO STOP BAR SPECIFIEDSTOP BAR SPECIFIEDSTOP BAR SPECIFIEDEXISTING CROSSPANCrosspan exits (no stop bar) -- shallNo crosspan -- shall be positioned along projected flowline.match the edge of the pan.Crosspan exits (stop bar specified) --shall be positioned along projectedflowline overlapping 4' of crosspan.12 3FL to stop bar14.5' Projected14.5' StopBar to FL13'9'1.5'6' Crosspan4'4'4'NOTES:Continental crosswalk bars shall be placedcentered on each lane line & in the center ofeach lane. (Lanes 5' wide or less shall notreceive a bar centered in the lane.) Both outsideContinental bars shall be centered on the curb &gutter when possible.If 6' crosspan exists, bars tomatch pan edge to 13' fromprojected FL.Exception: The downstream bike lane line shallterminate at the curb return.NOTE:All longitudinal (lane) striping shall terminate at thecontinental crosswalk bars when no stop bar exists.If a stop bar is specified, the striping shall terminateat the stop bar.65' (min)centered on bike lane.DrivewayDrivewaySidewalkSECTION A-ADetached SidewalkAttached SidewalkAttachedDetachedAll Sidewalk Thickness Shall Be 6" minimum.SidewalkNOTE:1. Sidewalk grade shall remain consistent across driveway2. For driveway design requirements, see CONST. DWG. Series 706 & 7073. This detail applies to Residential & Commercial driveways.6"2'-0"6'-0"T.C.F.L.Lip1/2" ExpansionJoint Material1/2" ExpansionJoint Material8" Commercial6" ResidentialAASidewalkMin. ELECCVAULTF.O.CTCTV CTV CTV CTV CTV CTV CTV CTV CTV / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SFSFSFSFSFS F S F 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 CTRACT BTRACT DTRACT ALOT 81.2%1.3%1.2%1.6%EC1EROSION CONTROL PLAN107 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9MATCH LINE - SEE SHEET EC2MATCH LINE - SEE SHEET EC4BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.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 X UDUDVAULTELECVAULT ELEC VAULTELECEEEE EEEEEEEEEEEEEEEEEEEESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSTREET AVIXEN DRIVELODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSF SFSFLOT 12LOT 9LOT 10TRACT ITRACT L1.4%1.6% 1. 2 % 0. 7 %1.0% 1 6 .7%1.6%EC2EROSION CONTROL PLAN108 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.CallRMATCH LINE - SEE SHEET EC3 MATCH LINE - SEE SHEET EC1 MATCH LINE - SEE SHEET EC5 WVWVELECBRKRFOutilLIDDST STUDUDUDUDUDUDUD UDUDUD EEESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCARRIAGE PARKWAY CARRIAGE PARKWAY LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPOND 3RAINGARDEN 5RAINGARDEN 6POND 3LOT 15LOT 12TRACT NTRACT MTRACT LTRACT O0.9%2.2%1.8%0.7%1.3%0.6%16.7%16.7%16.7%16. 7 %16.7%EC3EROSION CONTROL PLAN109 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.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 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGUDUDUDUDUDUDUDUDUDUDUDUDUDU D VAU L T E L EC VAULT ELEC SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSOUTHEAST FRONTAGE ROADINTERSTATE 25 STREET ASTREET ALAKE 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 JTRACT HSCOUR STOP (TYP.)SEE SCHEDULE SHEET EC10AND DETAILS SHEET EC111.5%4.1%1.3% 16. 7 %16.6%16 . 6 % 16.6 %1.2%1.6%EC4EROSION 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.CallRMATCH LINE - SEE SHEET EC5MATCH LINE - SEE SHEET EC7MATCH LINE - SEE SHEET EC1 H2OUDUDUDUDUDUDUDUDEEEEESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSTREET ACARRIAGE PARKWAYVIXEN DRIVELAKE CANALTRIC CANALLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODSFSFSFSFSFSFSFSFPOND 2LOT 9LOT 10LOT 10LOT 11TRACT KTRACT JRAINGARDEN 3SCOUR STOP (TYP.)SEE SCHEDULE SHEET EC10AND DETAILS SHEET EC110.7%0.7%2.4%5.6%0. 7 % 16.7%16.7%16.6% 1 6 .7%1.6%8.9%EC5EROSION 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.CallRMATCH LINE - SEE SHEET EC6MATCH LINE - SEE SHEET EC8MATCH LINE - SEE SHEET EC4 MATCH LINE - SEE SHEET EC2 12345 G043223450G432100000000000000 TFESFESUDUDUDUD VAULTELEC VAULTELECVAULTELECEEESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF CARRIAGE PARKWAYVIXEN DRIVELODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD LODLODLOD SFSFSFSFSFSFSFPOND 3RAINGARDEN 6POND 3TRACT NTRACT M16.7%16.7%16.7%16. 7 %16.7%16.7%EC6EROSION 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.CallRMATCH LINE - SEE SHEET EC9MATCH LINE - SEE SHEET EC5 MATCH LINE - SEE SHEET EC3 6" W6" WDDTRAFFICVAULTTRAFFICVAULT/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TVAULTF.O.CELECELECFESFESF ESDDDDDDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELEC/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGGGGGGGGGGGGGGGGGGUDUDUDUDUDUDUDUDUDUDUDUDVAULT ELEC SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSTREET APROSPECT 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 EC114.1%3. 7 % 2.8 % 21.1% 21. 1 %21.1%21.1%EC7EROSION 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.CallRMATCH LINE - SEE SHEET EC8 MATCH LINE - SEE SHEET EC4 XXCCH2OMWTFESCONTROLIRR CONTROLIRRV.P.FESVAULTF.O.ELECGASXX/ / / / / / / // / / / / / / // / / / / / / / X X X ELECFFESELECELECELECELECELECFOVAULTF.O.VAULTF.O.XX X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGGGUDUDUDUDUDUDWAY 2321 WAY 1321WAY 3321WAY 4321WAY 5321 VAULTELECVAULTELECVAULTELECWWSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSTREET ACARRIAGE PARKWAY PROSPECT ROADLAKE CANALLAKE C A N A L TRIC CANALLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODSFSFSFSFSFSFSFLOT 2LOT 6LOT 7LOT 5LOT 4TRACT KSCOUR STOP (TYP.)SEE SCHEDULE SHEET EC10AND DETAILS SHEET EC112.0%2.0%1.3% 1.3% 1.0%1.0% 8.9%EC8EROSION 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.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/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROSPECT ROADTRIC CANALLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOT 70.9%0.9%EC9EROSION 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.CallRMATCH LINE - SEE SHEET EC8 MATCH LINE - SEE SHEET EC6 EC10EROSION CONTROL DETAILS116 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 127CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSCOUR STOP SCHEDULE007 EC11EROSION CONTROL DETAILS117SheetRUDOLPH 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 127002PLANTED RIPRAP INSTALLATIONRPCALL 2 BUSINESS 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 PROTECTION003REVEGETATION SPECIFICATIONS“” “”• 36" 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) ELECCVAULTF.O.CTSSSSSSSSSSSSSSSSSSCTV CTV CTV CTV CTV CTV CTV CTV CTV / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / SSSSSSSSSSSSSSSSSSSSSS SSSSOUTHEAST FRONTAGE ROADINTERSTATE 25 TRACT CTRACT BTRACT DTRACT ALOT 8LOT 9DYN1DYNAMIC EROSION 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9MATCH LINE - SEE SHEET EC2MATCH LINE - SEE SHEET EC4BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.CallREROSION CONTROL NOTES:1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BESTMANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURINGCONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES.2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN INTHEIR EXACT LOCATION.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNINGAUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLYMAINTAINED AND FOLLOWED.4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE CONSTRUCTION SEQUENCING AND LEVEL OF SITESTABILIZATION.5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, UNTIL SITE IS FULLY STABILIZED.6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION ISESTABLISHED WITH DOWNSPOUT.7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARESOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.)8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSIONMATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THESLOPE.9.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THEPERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED.10.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUTCONSTRUCTION. WATTLES SHALL BE PROVIDED AROUND BUILDING PAD SIDES TO ENSURE AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THEPUBLIC SIDEWALKS.11.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BEADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARESOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.)12.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY ORMANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLYFLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY.13.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEETFROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOWPOLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATEDON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN.14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDSARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BETREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION.16.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATIONMETHODS.17.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED IMMEDIATELY OR AT THESUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR.18.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM.19.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROMENTERING THE PERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA. MUD ANDSEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURESAS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THEPAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE.TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION/REMOVALProject: RUDOLPH FARMDate: November 2022Contractor to utilize this table to indicate when construction activities occur and when each associated BMP is installed or removed.CONSTRUCTION PHASE (Monthly)123456789101112CommentsGrading Overlot Swales, DrainagewaysPipeline Installation StormwaterConcrete InstallationBuilding StructureMiscellaneousHardscape AmenitiesBEST MANAGEMENT PRACTICESTemporary Contour Furrows and Diversion Dikes (Ripping/Disking) Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Bales, Wattles, Etc) (WD) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/ etc.Permanent Mulching/Sealant Permanent Seed Planting Water Service Sanitary Sewer ServiceCurb and GutterConcrete Parking and Drive Aisle W WH2OSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSXX XUGEUGEUGEUGEUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UDUDUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE STREET AVIXEN DRIVELOT 12LOT 10LOT 9DYN2DYNAMIC EROSION CONTROL PLAN119 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.CallRMATCH LINE - SEE SHEET EC3MATCH LINE - SEE SHEET EC5MATCH LINE - SEE SHEET EC1 WWELECBRKRHYDWFOutilLIDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS ST STUGEUGEUGEUGEUGEUGEUGE U G E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUDUDUDUDUDUDUDUDUDUD UGECARRIAGE PARKWAY CARRIAGE PARKWAYPOND 3RAINGARDEN 5RAINGARDEN 6POND 3TRACT MTRACT NLOT 12DYN3DYNAMIC EROSION CONTROL PLAN120 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.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 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUDUDUDUDUDUDUDUDU D UGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UG E U G E U G E UG E UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE U G E U G E UG E UGESOUTHEAST FRONTAGE ROADINTERSTATE 25 STREET ASTREET ALAKE CANALTRIC CANALPOND 2RAINGARDEN 2RAINGARDEN 3POND 2TRACT FTRACT HLOT 8LOT 1DYN4DYNAMIC EROSION CONTROL PLAN121 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.CallRMATCH LINE - SEE SHEET EC5MATCH LINE - SEE SHEET EC7MATCH LINE - SEE SHEET EC1 12" SS12" SSUDUDUDUDUDUDUDUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUDUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UG E UG E UGE UGE UGE UGE UGE UGE UG E UG E U G E U G E U G E U G E UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGESTREET ACARRIAGE PARKWAYVIXEN DRIVELAKE CANALTRIC CANALRAINGARDEN 3POND 2LOT 10LOT 11TRACT KTRACT FTRACT JLOT 10DYN5DYNAMIC EROSION CONTROL PLAN122 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.CallRMATCH LINE - SEE SHEET EC6MATCH LINE - SEE SHEET EC8MATCH LINE - SEE SHEET EC4 MATCH LINE - SEE SHEET EC2 12345 G043223450G432100000000000000 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS GGGGGGGGGGGGGGGG G G G G G G G G G G GGGGGG T8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W 8" W 8" W8" WHYDFESFESUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UDUDUDUDUGEUGEUGEUGEUGEUGEUGEUGECARRIAGE PARKWAYVIXEN DRIVEPOND 3RAINGARDEN 6POND 3TRACT MTRACT NDYN6DYNAMIC EROSION CONTROL PLAN123 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.CallRMATCH LINE - SEE SHEET EC9MATCH LINE - SEE SHEET EC5 MATCH LINE - SEE SHEET EC3 6" W6" WDDTRAFFICVAULTTRAFFICVAULT/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TVAULTF.O.CELECELECFESFESF ESDDDDDDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELEC/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUDUDUDUDUDUDUDUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGESTREET APROSPECT ROADPOND 1RAINGARDEN 1LOT 1LOT 4TRACT FDYN7DYNAMIC EROSION CONTROL PLAN124 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.CallRMATCH LINE - SEE SHEET EC8 MATCH LINE - SEE SHEET EC4 XXCCMT12" SS12" SS12" SS12" SSFESCONTROLIRR CONTROLIRRV.P.FESVAULTF.O.ELECHYDGASXX/ / / / / / / // / / / / / / // / / / / / / / X X X ELECFFESELECELECELECELECELECFOVAULTF.O.VAULTF.O.XX X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUDUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGESTREET ACARRIAGE PARKWAY PROSPECT ROADLAKE CANALLAKE C A N A L TRIC CANALTRACT KLOT 5LOT 6LOT 7LOT 3LOT 2TRACT FLOT 4DYN8DYNAMIC EROSION CONTROL PLAN125 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.CallRMATCH LINE - SEE SHEET EC9 MATCH LINE - SEE SHEET EC5MATCH LINE - SEE SHEET EC7 XXXXXXXSSCCCECABLEWWWWWWWWWWWWWWWWWSS SS SS SS SSXV.P.V.P.V.P.V.P.CABLEMMCSMMOHU OHU OHU SS SSM/ / / / / / / /345G432112345G04 30000000000000/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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" WFESFESHYDELECF.O.ELECFOF.O.F.O.F.O.F.O.MH2OFOM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UGEUGEUGEUGEPROSPECT ROADTRIC CANALLOT 7DYN9DYNAMIC EROSION CONTROL PLAN126 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 127KEYMAP/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EC1EC2EC3EC4EC5EC6EC7EC8EC9BENCHMARK/BASIS OF BEARING:GENERAL NOTES:City 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 thebridge (B16 AM) over I-25, on a dept of highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W asbearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYSILT FENCEROCK SOCKRIPRAPWATTLE DIKECONCRETE WASH AREASEDIMENT TRAPBALE INLET PROTECTIONSLOPE DRAINEROSION 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 November 2nd, 2022 BY NORTHERNENGINEERING FOR ADDITIONAL INFORMATION.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.CallRMATCH LINE - SEE SHEET EC8 MATCH LINE - SEE SHEET EC6 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUDUDSSH2OH2OH2OH2OH2OH2OH2OWVWVWSCCCWCCWECABLEMMCWMH2OWVWVWWWWSS SSSSSSSSSSCSCONT ROL 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 G8" W 8" W 12" SS G G TTTTGGG12" SS12" SS12" SSTSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON8" W8" W8" W8" W8" W8" W8" W8" W 8" W8" WTSALPOLYNDUCTILEIRON 8" W8" W8" W8" WTSALPOLYNDUCTILEIRONWFFW12" SS12" SST8" W8" WFESV.P.FESDDDGAS/ / / / / / / // / / / / / / /XXXXGG/ / / / / / / // / / / / / / // / / / / / / / / / / / / / / / X X X X X B MB MCCTCCTTCCTCutilLIDFES FESF ESF ESDDCTV CTV FESF ESDDDDDDMMX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGX / / / / / / / // / / / / / / // / / / / / / /LOT 1LOT 2LOT 3LOT 4LOT 6LOT 5LOT 11LOT 8LOT 9LOT 10LOT 12LOT 13LOT 7r1r2r5r6r3r4POND 3POND 2POND 1RAIN GARDEN 2RAIN GARDEN 3RAIN GARDEN 4RAIN GARDEN 5RAIN GARDEN 1TRIC A - BOX CULVERTTRIC B - BOX CULVERTLAKE CANAL A - BOX CULVERTLAKE CANAL B - BOX CULVERTLAKE CANAL C - BOX CULVERTSTREET AVIXEN DRIVECARRIAGE PARKWAYr7r81112654R1R29BR4R6R5OS1OS2OS3DC1DC2DC37OS4OS58BR310131238A9AR7R8POND 3POND 26:1 6:16:16:16:16: 1 6 :1 6:16:1 6:16:1 6:1 4:1 6:15:15:15:1 5:15:1SWALE BEHINDLOTS 8 AND 9OS6OS7r816.9316.93OVERTOPPING EXTENTSDURING 100-YR EVENT15.73 16.40FLOODPLAINSWALESWALESheetRUDOLPH 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 127PROPOSED 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 EXHIBIT127 ( IN FEET )1 inch = ft.Feet0150150150300450BASINTOTALAREA(acres)Tc2(min)Tc100(min)C2C100Q2(cfs)Q100(cfs)16.807.55.00.851.0014.2267.6821.477.55.00.851.003.0714.6031.437.55.00.851.002.9914.2242.427.25.00.851.005.1824.0551.107.45.00.851.002.3710.9962.597.45.00.851.005.5425.7476.676.25.10.800.8614.2557.088A5.315.05.00.951.0014.3852.858B2.595.05.00.951.007.0125.769A10.545.45.00.951.0028.54104.909B4.195.45.00.951.0011.3441.67109.476.05.00.951.0024.8494.27113.285.05.00.951.008.8732.611213.626.35.00.951.0034.54135.48138.8512.812.80.300.385.3523.68R12.468.47.40.800.994.7221.40R21.365.05.00.830.993.2213.41R31.8713.112.00.790.992.9213.49R41.337.96.90.800.992.6111.90R53.1313.912.80.780.984.7621.60R61.9813.912.80.780.983.0113.67R70.685.05.00.840.991.636.70R80.866.15.00.710.841.627.16OS15.169.08.50.240.292.8512.29OS21.335.05.00.861.003.2713.27OS33.7611.211.20.200.251.606.97OS45.558.98.40.250.303.2613.95OS53.109.48.90.200.251.436.36OS61.235.45.20.200.250.703.06OS70.425.05.00.200.250.241.04DC12.025.25.00.200.251.155.03DC22.215.25.00.200.251.265.50DC33.545.25.00.200.252.028.82