HomeMy WebLinkAboutMASON STREET INFRASTRUCTURE - FDP230016 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSN. COLLEGE AVENUEHICKORY STREETCONIFER STREETUNION PACIFIC R.R.SheetThese drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
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CS1COVER SHEET1 Original Field Survery:Northern EngineeringProject No. 1473-002Date: April 2019Additional Field Survey:Northern EngineeringProject No. 1971-001Date: October, 2022MAY 2023CONTACT INFORMATIONPROJECT TEAM:VICINITY MAPNORTHBENCHMARK: #1-10Elevation=4987.25 NAVD88Northwest corner of College Ave. and Willox Lane on the southwest corner of a Storm Inlet.BENCHMARK: #1-00Elevation=4968.74 NAVD88On a catch basin at the southeast corner of Vine Dr. and College Ave.Please Note: This plan set is using NAVD88 for a vertical datum. Surroundingdevelopments have used NGVD29 unadjusted datum (prior city of Fort Collins datum)for their vertical datums.if NGVD29 unadjusted datum (prior city of Fort Collins datum) is required for anypurpose, the following equation should be used: NGVD29 unadjusted datum (prior cityof Fort Collins datum) = NAVD88 - 3.17'Basis of BearingsThe East line of the Northwest Quarter of Section 2 Township 7 North, Range 69 West ofthe 6th P.M. as bearing South 00° 38' 02" West (assumed).PROJECT BENCHMARKS:MASON STREET INFRASTRUCTUREPROJECT TEAM:Klara RossouwRipley Design, Inc.419 Canyon Avenue #200Fort Collins, Colorado 80521(970) 224-5828Chreyl Zimlich262 E. Mountain AvenueFort Collins, CO 80524Northern Engineering Services, Inc.Blaine Mathisen, PE301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970) 221-4158PLANNER/LANDSCAPE ARCHITECTOWNER/APPLICANTSITE ENGINEERGEOTECHNICAL ENGINEERCTL Thompson, Inc.Erin Beach, PE, PG4396 Greenfield DriveWindsor, Colorado 80550(970) 545-3908SHEET INDEXFIELD SURVEY BY:Northern Engineering Services, Inc.Bob Tessely, PLS301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970) 221-4158SITE SURVEYORTYPICAL SECTIONSPRELIMINARY UTILITY PLANS FORCTL Thompson, IncGeotechnical InvestigationHibdon/Mason 24/7 ShelterSWC Hibdon Court and Mason StreetFort Collins, ColoradoProject No. FC10,520.000-125-R1Date: October 25, 2022SUBSURFACE EXPLORATION BY:ENGINEERNGIEHTRONRNENGINEERNGIEHTRONRN1CS1COVER SHEET2CS2GENERAL & CONSTRUCTION NOTES3EX1EXISTING CONDITIONS & DEMOLITION PLANGRADING SHEETS4G1GRADING PLANUTILITY SHEETS5U1UTILITY PLAN6SS1SANITARY SEWER LINE A PLAN & PROFILESTREET SHEETS7 - 8R1 - R2N MASON STREET PLAN & PROFILEDRAINAGE SHEETS9DR1DRAINAGE EXHIBITPROJECTLOCATIONA TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 2, TOWNSHIP 7 NORTH,RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCity of Fort Collins, COUTILITY PLAN APPROVALAPPROVED:CITY ENGINEER,APPROVED SHEETSDATEAPPROVED:WATER & WASTEWATER UTILITY,APPROVED SHEETSDATEAPPROVED:STORMWATER UTILITY,APPROVED SHEETSDATEAPPROVED:PARK PLANNING & DEVELOPMENT,APPROVED SHEETSDATEAPPROVED:TRAFFIC OPERATIONS,APPROVED SHEETSDATEAPPROVED:ENVIRONMENTAL PLANNER,APPROVED SHEETSDATEI hereby affirm that these finalconstruction plans were preparedunder my direct supervision, inaccordance with all applicable Cityof Fort Collins and State ofColorado standards and statutes,respectively; and that I am fullyresponsible for the accuracy of alldesign. revisions, and recordconditions that I have noted onthese plans.These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibilityby the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctnessof the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantitiesrequired. The review shall not be construed for any reason as acceptance of financial responsibility by the City of FortCollins for additional quantities of items shown that may be required during the construction phase.DISCLAIMER STATEMENT:CERTIFICATION STATEMENT:71' ROW9' UTIL.ESMT.MODIFIED COLLECTOR (N MASON STREET)INTERIM SECTION (SOUTHBOUND)11' TRAVEL LANE 33' EOA-FL11' TRAVEL LANE
6' WALK
30" VERTICAL CURB& GUTTER8.5'PKWYMIN.UTILITY CONTACT LIST: *UTILITY COMPANY* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility forthe accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility forlocating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center ofColorado (UNCC) at 811 for additional information.PHONE NUMBERGAS-----------------Xcel Energy-----------------------------Cory Thelen(970) 225-7843ELECTRIC--------City of Fort Collins Light & Power--Rob Irish(970) 224-6167CABLE-------------Comcast----------------------------------Don Kapperman(970) 567-0425TELECOM--------Lumen-------------------------------------Brady Craddock(970) 342-3431WATER------------City of Fort Collins Utilities-----------Heidi Hansen(970) 221-6854WASTEWATER--City of Fort Collins Utilities-----------Heidi Hansen(970) 221-6854STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen(970) 221-6854419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com7' BIKE LANE
3' BIKE LANE BUFFER
71' ROW9' UTIL.ESMT.9' UTIL.ESMT.MODIFIED COLLECTOR (N MASON STREET)ULTIMATE SECTION (SOUTHBOUND)11' TRAVEL LANE8.5'PKWYMIN.42' FL-FL11' TRAVEL LANE
6' WALK
6' WALK
30" VERTICAL CURB& GUTTER30" VERTICAL CURB& GUTTER8.5'PKWYMIN.7' BIKE LANE
3' BIKE LANE BUFFER
7' BIKE LANE
3' BIKE LANE BUFFER 2' GRAVELSHOULDERP:\1971-001\Dwg\Sheets_Mason Street\1971-001_COVR_Mason Street.dwg, 5/24/2023 8:23:20 AM, 1:1
SheetThese drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
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CS2GENERAL & CONSTRUCTION NOTES2CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRGENERAL NOTES1.All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and specifications set forth in the LarimerCounty Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and 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 anywork shown in these plans.4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, asbeneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort CollinsEngineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineerhereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, anddemands which may arise from any errors and omissions contained in these plans.5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specificationscurrent 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 theDeveloper to verify the existence and location of all underground utilities along the route of the work before commencing new construction. TheDeveloper shall be responsible for unknown underground utilities.7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginningexcavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be locatedby contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be theresponsibility 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 utilitycrossings 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 tomodify 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 accomplishedin a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by anydisruption 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-constructionmeeting may be required prior to commencement of any work.12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitarysewer should be constructed prior to installation of the water lines and dry utilities.13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the WaterUtility.14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is dischargedinto 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 onsitedrainage facilities shall be the responsibility of the property owner(s).17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted toand approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior tothe release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater UtilityDepartment at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the DevelopmentAgreement.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 Cityof Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.19.All recommendations of the Preliminary Drainage Report, dated May 24, 2023 by Northern Engineering Services, Inc., shall be followed andimplemented.20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall bemaintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must beremoved within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the theCity 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 isobtained, if applicable.23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. TheDeveloper shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (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 ofFort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in theEngineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improperinstallation.24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work iscomplete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with theresults of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer mayuse the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall beprepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement ofbase 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 allintersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the Cityof Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved withthe City of Fort Collins before installation of base course or asphalt will be allowed on the streets.26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For thepurposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the propertylines 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 roadswithin these districts.28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in theWild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removalrequiring 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 the City ofFort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall beresponsible for providing any and all traffic control devices as may be required by the construction activities.32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins TrafficOperations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic signthen 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 localstreet operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from theDevelopment.34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site constructionactivities on Sundays or holidays, unless there is prior written approval by Larimer County.35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on thesedrawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer forclarification, and annotate the dimension on the as-built record drawings.37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards 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, theDeveloper shall contact the Designer and the City of Fort Collins Engineer immediately.39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to theLarimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort 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 thebasis of bearings. The information shall be as follows:PROJECT DATUM: NAVD88CITY OF FORT COLLINS BENCHMARK 1-10NORTHWEST CORNER OF COLLEGE AVE. AND WILLOX LANE ON THE SOUTHWEST CORNER OF A STORM INLET.ELEVATION: 4987.25CITY OF FORT COLLINS BENCHMARK 1-00ON A CATCH BASIN AT THE SOUTHEAST CORNER OF VINE DR. AND COLLEGE AVE.ELEVATION: 4968.74PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATIONSHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'BASIS OF BEARINGSTHE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 2 TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH00° 38' 02" WEST (ASSUMED).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 theDeveloper's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance ofthe 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 streetcondition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance withthe City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be pavedwith 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, maybe required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspectorat 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 andworkmanship defects for a minimum period of two years from the date of acceptance.47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structuresand pipes, for the following private streets: N.A.48.Proposed Variances are listed as follows:48.1.Minimum K values for vertical curves use 25-mph design speed48.2.No vertical drop in sanitary sewer manholes48.3.Minimum 0.2% slope for 12" sanitary sewerCONSTRUCTION NOTESA. Grading and Erosion Control Notes1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans.3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All otherrequired 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 propertysufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion controlfacilities shown herein.5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to thearea(s) required for immediate construction operations, and for the shortest practical period of time.6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition byripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside projectstreet rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosioncontrol (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 orderto 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 debrisfrom all drainage infrastructure and other public facilities.9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights ofway, and make sure streets and walkways are cleaned at the end of each working day.10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to causetheir 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 beforeturning 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 orcontaminated 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 propercontainment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material andlocated at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout materialwill be removed and properly disposed of prior to the area being restored.15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatevermeasures are determined necessary, as directed by the City.B. Street Improvement Notes1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval,prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall besubmitted for approval prior to placement of any asphalt.3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, tocreate a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can bemade. 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 subgradehas 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 arenot 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 streetcondition 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 bemade by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the newasphalt 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 perthe 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 depthsection is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. Theentire 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 axleweight 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 24hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.10.All public sidewalk, driveways, and ramps, existing or proposed, adjacent or within the site, need to meet ADA standards. If they currently do not, they willneed to be reconstructed so that they do meet current ADA standards as a part of this project.11.Any damaged curb, gutter and sidewalk existing prior to construction, as well as streets, sidewalks, curbs and gutters, destroyed, damaged or removed dueto construction of this project, shall be replaced or restored to city of Fort Collins standards at the developer's expense prior to the acceptance of completedimprovements and/or prior to the issuance of the first certificate of occupancy.C. Traffic Signing and Pavement Marking Construction Notes5.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking ConstructionNotes listed here.6.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.7.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.8.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.9.All lane lines for concrete pavement should be epoxy paint.10.Prior to permanent installation of traffic striping, symbols, and signs their placement shall be approved by the City of Fort Collins Traffic Engineer. Thedeveloper shall place temporary tabs, tape or flags depicting alignment and location. Contact City of Fort COllins Traffic Operations at 970-221-6630for field review.11.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.12.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.13.All surfaces shall be thoroughly cleaned prior to installation of striping or markings.14.All sign posts shall utilize break-away assemblies and fasteners per the Standards.15.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identifiedduring the field inspection must be corrected before the 2-year warranty period will begin.16.The Developer installing signs shall be responsible for locating and protecting all underground utilities.17.Special care shall be taken in sign location to ensure an unobstructed view of each sign.18.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 CollinsTraffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseencondition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirementsof the 2-year warranty period for new construction (except fair wear on traffic markings).19.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.D. Storm Drainage Notes1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsitedrainage facilities shall be the responsibility of the property owner(s).2.All recommendations of the Preliminary Drainage Report, dated May 24, 2023 by Northern Engineering Services, Inc., shall be followed andimplemented.3.Certification of grading and drainage facilities must be completed by a registered engineer and submitted to the Stormwater Utility Department at least twoweeks prior to Stormwater Utility Department acceptance, or otherwise in accordance with the Development Agreement.E.Utility Notes1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date ofconstruction.2.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the waterutility.3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. TheHDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections.Additional NotesIFC D103.6: Gates securing fire apparatus access roads shall comply with all of the following criteria:1.The minimum gate width for vehicle access shall be 20 feet.2.Gates shall be of the swinging or sliding type.3.Construction of gates shall be of materials that allow manual operation by one person.4.Gate components shall be maintained in an operative condition at all times and replaced or repaired when defective.5.Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall beapproved by the fire code official. Gates must have a Knox Gate Key Switch that fits the Knox Key system for Poudre Fire Authority.6.Gate design and locking device specifications shall be submitted for approval by the fire code official prior to installation.7.Electric gate operators, where provided, shall be listed in accordance with UL 325 and have a means of emergency, manual operation during power loss.8.Gates intended for automatic operation shall be designed, constructed and installed to comply with the requirements of ASTM F 2200.P:\1971-001\Dwg\Sheets_Mason Street\1971-001_COVR_Mason Street.dwg, 5/24/2023 8:23:22 AM, 1:1
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WWWN MASON STREETNCFS LLC300 HICKORY STREETFORT COLLINS, COQR INC.280 HICKORY STREETFORT COLLINS, COQR INC.200 HICKORY STREETFORT COLLINS, COR AND S HOLDINGS1235 N. COLLEGE AVENUEFORT COLLINS, COHAINES BRANDON KUHRT 1295N. COLLEGE AVENUE FORTCOLLINS, COGRATITUDE LLC1303 N. COLLEGE AVENUEFORT COLLINS, COHOYT JOHN R1307 N. COLLEGE AVENUEFORT COLLINS, CO1311 N. COLLEGE LLCHIBON CT.FORT COLLINS, CO1311 N. COLLEGE LLC1311 N. COLLEGE AVENUEFORT COLLINS, COWANKIER LANCE1401 N. COLLEGE AVENUEFORT COLLINS, COWOOD RONALD G/ JENNIFERL/ WILLARD E122 HIBDON COURTFORT COLLINS, COTHOMPSON PROPERTIES LLC1319 N. COLLEGE AVENUEFORT COLLINS, COD AND S MOTELS INC1405 N. COLLEGE AVENUEFORT COLLINS, COSORTAIS BIRTHE1601 N. COLLEGE AVENUEFORT COLLINS, CO
HICKORY STREET20' WATERLINE ANDROW EASEMENTREC. NO. 8504011320' UTILITY EASEMENTBK 1429 PG 75020' UTILITYEASEMENT PERPLAT OF BREW SUB.FIRST FILINGRIGHT OF WAY EASEMENTBK 929 PG 30(WIDTH VARIES)6' UTILITYEASEMENTBK 1658 PG 7466' UTILITY EASEMENTPER PLAT OF BREWSUB. FIRST FILING30' NON-EXCLUSIVEROADWAY/ACCESS EASEMENTBK 2125 PG 150010' ROW PSC EASEMENTBK 1430 PG 930 10' UTILITYEASEMENTBK 1658 PG 74624' NOTICE OF CITY WESTSIDE ACCESS ROAD/PUBLICACCESS ALIGNMENTREC. NO. 20140051199TO BE VACATED24' NON-EXCLUSIVEPUBLIC ACCESSEASEMENT TO THECITY OF FORT COLLINSREC. NO.20140038802TO BE VACATED3' POWER LINE EASEMENT TOCITY OF FORT COLLINSBK 1475 PG 941TO BE VACATED45' ROWBK 1743 PG 63210' UTILITYEASEMENTBK 1572 PG 32245' ROWBK 1743 PG 63210' UTILITYEASEMENTBK 1572 PG 321NON-EXCLUSIVEACCESS EASEMENTREC. NO. 2014003092153.5' PERPETUAL EASEMENT FORELECTRIC POWER TRANSMISSION LINEBK 923 PG 282HIBDON COURT 10' UTILITYEASEMENTBK 1429 PG 75024' ACCESS EASEMENTREC. NO. 2014003629230' EASEMENT FOR ROAD PURPOSESBK 1143 PG 187(EXCEPTION PARCEL PIB FCIF25205400)20' RIGHT OF WAY EASEMENTBK 1114 PG 555 7' UTILITY EASEMENTREC. NO. 2014003329530' UPRR TRACK EASEMENTBK 2027 PG 988REC. NO. 98091992REC. NO. 20060019203UNION PACIFIC RAILROAD20' UTILITY EASEMENTPER VALLEY STEEL &WIRE SUBDIVISION PLAT6' UTILITY EASEMENTREC. NO. 2006-0068858REC. NO. 2006-006885910' UTILITY EASEMENTBK 1658 PG 746EXISTING STORMMANHOLEEXISTING CONCRETE HEADWALLTO BE REMOVED ±62 LF EXISTING 8" PVCTO BE REMOVED±30 LF EXISTING24" CULVERTEXISTING TREESTO BE REMOVED (TYP.)APPROXIMATELY 13,900 SFOF EXISTING ASPHALTTO BE REMOVEDEXISTING 12"STORM DRAIN ±380 LF EXISTING OVERHEAD UTILITYTO BE REMOVED AND RELOCATED(CONTRACTOR TO COORDINATE WITHUTILITY PROVIDER)R.O.W AGREEMENT WITH UNION PACIFICRAILROAD FOR THE PURPOSE OF IRRIGATIONDITCH & IRRIGATION WATER UNSPECIFIEDWIDTH BK 813 PG 27TO BE VACATED PER LANGUAGE FOUNDON PAGE 28 OF SAID DOCUMENT ±660 LF EXISTING OVERHEAD UTILITYTO BE RELOCATED(CONTRACTOR TO COORDINATE WITHUTILITY PROVIDER) ±660 LF EXISTING ELECTRICTO BE REMOVED AND RELOCATED(CONTRACTOR TO COORDINATE WITHUTILITY PROVIDER)EXISTING SIGNTO BE REMOVEDEXISTING SANITARYSEWER MANHOLETO REMAIN ±145 LF EXISTING SANITARY SEWERTO BE REMOVEDEXISTING CONCRETERIBBON CURBEXISTING 8"WATERLINEEXISTING FIREHYDRANTEXISTING 6"SANITARY SEWEREXISTING GASLINEEXISTING 12"SANITARY SEWERAPPROXIMATE BUILDINGLOCATIONS (TYP.)EXISTING DITCHTO BE REMOVEDAPPROXIMATE BUILDINGLOCATIONS (TYP.)EXISTING STORMINLET EXISTING 36" WATERLINEEXISTING PROPERTY LINETO BE VACATEDEXISTING MANHOLETO BE REMOVEDEXISTINGSTORM FESEXISTING RIBBON CURBTO BE REMOVEDAPPROXIMATESTORM DRAINAPPROXIMATE8" WATERACCESS EASEMENTREC. NO. 20140012394 ±665 LF EXISTING CABLE LINETO BE REMOVED AND RELOCATED(CONTRACTOR TO COORDINATE WITHUTILITY PROVIDER)EXISTING FENCETO BE REMOVED20' IRRIGATION DITCHEASEMENTBK 1429 PG 750EX1DEMOLITION PLAN
EXISTING CONDITIONS &3CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150SheetThese drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
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of 9MASON STREET INFRASTRUCTURE EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)NOTES:EXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING TREES (TO BE REMOVED)EXISTING CABLECTVEXISTING FIBER OPTICFO1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.5.REFER TO LANDSCAPE PLANS FOR TREE PROTECTION AND MITIGATION.EXISTING OVERHEAD UTILITYOHEEXISTING ASPHALT/CONCRETE (TO BE REMOVED)FIELD SURVEY BY:SUBSURFACE EXPLORATION BY:TREE PROTECTION NOTES:1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BEPROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS AQUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING ANDREMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHEREREQUIRED BY CODE.4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCHBARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX(6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENTOF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIALOR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANYOTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROADRIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACHTREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OFFIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEINGCLEARED.8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6)INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OFTWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROMTREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT ASURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA.Original Field Survery:Northern EngineeringProject No. 1473-002Date: April 2019Additional Field Survey:Northern EngineeringProject No. 1971-001Date: October, 2022CTL Thompson, IncGeotechnical InvestigationHibdon/Mason 24/7 ShelterSWC Hibdon Court and Mason StreetFort Collins, ColoradoProject No. FC10,520.000-125-R1Date: October 25, 2022EXISTING ASPHALT/CONCRETE (TO BE REMOVED & REPLACED)P:\1971-001\Dwg\Sheets_Mason Street\Exist\1971-001_ECON_Mason Street.dwg, 5/24/2023 8:23:29 AM, 1:1
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instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
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of 9MASON STREET INFRASTRUCTURE PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.NOTES:PROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYLEGEND:PROPOSED EDGE OF ASPHALT/ / / / / / / /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.CallRP:\1971-001\Dwg\Sheets_Mason Street\Grading\1971-001_OGRAD_Mason Street.dwg, 5/24/2023 8:23:39 AM, 1:1
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SSMH A2SSMH A1EX SSMH ASSMH A3SSMH A4SSMH A5SSMH A6SSMH A7CONNECT TOEXISTING SANITARYMANHOLEN MASON STREETHICKORY STREET20'' WATERLINEROW EASEMENTREC. NO. 8504011320' UTILITYEASEMENTBK 1429 PG 75020' UTILITYEASEMENT PERPLAT OF BREW SUB.FIRST FILINGRIGHT OF WAY EASEMENTBK 929 PG 30(WIDTH VARIES)6' UTILITYEASEMENTBK 1658 PG 7466' UTILITY EASEMENTPER PLAT OF BREWSUB. FIRST FILING30' NON-EXCLUSIVEROADWAY/ACCESS EASEMENTBK 2125 PG 150010' ROW PSC EASEMENTBK 1430 PG 930EXISTING 10' UTILITY EASEMENTBK 1658 PG 74645' ROWBK 1743 PG 63210' UTILITYEASEMENTBK 1572 PG 322NON-EXCLUSIVEACCESS EASEMENTREC. NO. 2014003092153.5' PERPETUAL EASEMENT FORELECTRIC POWER TRANSMISSION LINEBK 923 PG 282HIBDON COURT 10' UTILITYEASEMENTBK 1429 PG 75024' ACCESS EASEMENTREC. NO. 2014003629220' IRRIGATION DITCHEASEMENTBK 1429 PG 75030' EASEMENT FOR ROAD PURPOSESBK 1143 PG 187(EXCEPTION PARCEL PIB FCIF25205400)20' RIGHT OF WAY EASEMENTBK 1114 PG 55530' UPRR TRACK EASEMENTBK 2027 PG 988REC. NO. 98091992REC. NO. 20060019203UNION PACIFIC RAILROADEXISTING STORMDRAINEXISTING FIREHYDRANTEXISTING 12"SANITARY SEWEREXISTING STORMINLET EXISTING 36" WATERLINEDRY WELL (TYP.)FIRE HYDRANTPROPOSED WATERCONNECTION SANITARY SEWERSERVICEIRRIGATION SERVICEWATER SERVICEFIRE LINESANITARY SEWERSERVICESANITARY SEWER LINE ASEE SHEET 6EXISTINGSANITARY SEWEREXISTINGWATERLINE33' FL-EOA71' ROW33' FL-EOALOT LINE24' EOC-EOCHICKORY REGIONALDETENTION PONDCURB CUT ANDSIDEWALK CHASESWALE STORM DRAIN LINE A(INTERIM POND OUTFALL)PROPOSED STORMEXTENSIONLOT 1LOT 2LOT 3 SWALESTREET LIGHTSTREET LIGHTSTREET LIGHTSTREET LIGHT RIP RAPPROPOSEDRIP RAPPROPOSEDWATER CAPAPPROXIMATELOCATION OFSTORM DRAINAPPROXIMATELOCATION OF8" WATER20' UTILITY EASEMENTPER VALLEY STEEL &WIRE SUBDIVISION PLAT6' UTILITY EASEMENTREC. NO. 2006-0068858REC. NO. 2006-0068859R.O.W AGREEMENT WITH UNION PACIFICRAILROAD FOR THE PURPOSE OF IRRIGATIONDITCH & IRRIGATION WATER UNSPECIFIEDWIDTH BK 813 PG 27TO BE VACATED PER LANGUAGE FOUNDON PAGE 28 OF SAID DOCUMENT9.68' EASEMENT BY SEPARATEDOCUMENT15'4.7' SEPARATIONAPPROXIMATE LOCATIONOF 36" WATER LINE(WILL NEED TO BE LOCATED)ACCESS EASEMENTREC. NO. 20140012394ELECTRIC LINEGAS LINE9' UTILITY EASEMENT9' UTILITY EASEMENT71' ROWRELOCATED ELECTRIC LINETIE INTO EXISTINGELECTRIC LINEU1UTILITY PLAN5 NORTH( IN FEET )1 inch = ft.Feet0505050100150CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSheetThese drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
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of 9MASON STREET INFRASTRUCTURE NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARDS,LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES,WHICH SHALL BE PER CITY STANDARDS, EXCEPT THAT NO MECHANICAL JOINTRESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ONTHE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS SANITARYSEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A 5 FOOT MINIMUM CLEARANCE FROM FINISHEDGRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVP:\1971-001\Dwg\Sheets_Mason Street\Util\1971-001_OUTIL_Mason Street.dwg, 5/24/2023 8:23:47 AM, 1:1
4965497049754980498549904995500050054965497049754980498549904995500050059+7510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0022+50EXISTING GROUND@ PIPE CENTERLINEPROPOSED GROUND@ PIPE CENTERLINESSMH A6
STA 16+48.57
RIM 4982.5±
INV. IN 4971.93 (N)
INV. OUT 4971.93 (S)
SSMH A5
STA 15+29.62
RIM 4982.4±
INV. IN 4971.69 (N)
INV. OUT 4971.69 (SE)
SSMH A4
STA 14+41.80
RIM 4981.3±
INV. IN 4971.51 (NW)
INV. OUT 4971.51 (SE)
SSMH A3
STA 13+30.40
RIM 4981.0±
INV. IN 4971.29 (NW)
INV. OUT 4971.29 (SE)
EX SSMH A8STA 21+93.19RIM 4979.9±INV. IN 4973.06 (N)INV. OUT 4973.06 (W)INV. OUT 4972.91 (S)SSMH A7STA 17+98.38RIM 4979.6±INV. IN 4972.23 (E)INV. OUT 4972.23 (S)
EX SSMH A
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INV. IN 4970.64 (W)
INV. IN 4970.85 (N)
INV. OUT 4970.64 (S)
SSMH A1
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RIM 4978.1±
INV. IN 4970.82 (NW)
INV. OUT 4970.82 (E)
SSMH A2
STA 11+09.55
RIM 4977.9±
INV. IN 4970.85 (NW)
INV. OUT 4970.85 (SE)92.47 LF 12" PVC @ 0.20%11.53 LF 12" PVC @ 0.41%17.08 LF 12" PVC @ 0.20%220.85 LF 12" PVC @ 0.20%111.40 LF 12" PVC @ 0.20%87.82 LF 12" PVC @ 0.20%118.95 LF 12" PVC @ 0.20%149.81 LF 12" PVC @ 0.20%FUTURE 394.80 LF 12" PVC @ 0.21%15" RCP STORMSTA.=12+80.69INV.=4975.99SELECFESMVAULTELEC VAULTELEC VAULTELECCABLECABLE VAULTELEC CELECELECELECCTVCTVCTVOHUOHUOHUOHU EEOHUEXXXXXXCTVCTVCTVCTVCTVCTVCTVCTVCTVOHUOHUCTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGGGGGCTVGSSSSSSSSSSSSSSSSSSSSSSSS
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SANITARY SEWER LINE A6 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:SANITARY SEWER LINE ASheetThese drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
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of 9MASON STREET INFRASTRUCTURE EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINSSTANDARDS, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICENORTHCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRP:\1971-001\Dwg\Sheets_Mason Street\Sanitary\1971-001_SAN_Mason Street.dwg, 5/24/2023 8:23:56 AM, 1:1
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XW WWOOD RONALD G/ JENNIFERL/ WILLARD E122 HIBDON COURTFORT COLLINS, COTHOMPSON PROPERTIES LLC1319 N. COLLEGE AVENUEFORT COLLINS, CO71' ROW33' FL-EOA10' UTILITYEASEMENT BK 1658PG 74671'
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LOT 2LOT 3CITY OF FORT COLLINSN MASON
STREET
HIBDON COURT497049754980498549904995
4970497549804985499049956+007+008+009+0010+0011+0012+0013+0014+0014+50-1.25%3.00%-0.50%100.0' VCHP ELEV = 4983.03HP STA = 13+50.34PVI STA = 13+29.69PVI ELEV = 4983.47BVCS: 12+79.69
BVCE: 4981.97
EVCS: 13+79.69
EVCE: 4982.85 A.D. = 4.25K = 23.55130.0' VCLP ELEV = 4979.79LP STA = 11+51.41PVI STA = 11+97.84PVI ELEV = 4979.51BCVS: 11+32.84
BVCE: 4979.84
ECVS: 12+62.84
EVCE: 4981.46 A.D. = 3.50K = 37.14PROPOSED GRADE@ ROAD CENTERLINEPROPOSEDGRADEEXISTINGGROUNDEXISTING GROUND @ROAD CENTERLINE4979.79
4979.87
4980.11
4980.52
4981.10
4981.83
4982.49
4982.89
4983.03
4982.90
4982.59
4982.28 -0.50%PVI STA = 6+28.37PVI ELEV = 4982.36
PVI STA = 11+28.38
PVI ELEV = 4979.86 FUTURE GROUND @ ROADCENTERLINER1PLAN & PROFILE
N MASON STREET7 NORTHCENTERLINEN MASON STREETSCALE : 1" = 40' (H) 1" = 5' (V)( IN FEET )1 inch = ft.Feet040404080120SheetThese drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
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of 9MASON STREET INFRASTRUCTURE EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPROPOSED 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 ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.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 INLETCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRLINEMATCHSTA14+50SEE SHT R2STAMATCH LINE SEE SHEET 14+50R2
P:\1971-001\Dwg\Sheets_Mason Street\Streets\1971-001_STRT_Mason Street.dwg, 5/24/2023 8:24:05 AM, 1:1
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WQR INC.200 HICKORY STREETFORT COLLINS, COGRATITUDE LLC1303 N. COLLEGE AVENUEFORT COLLINS, COEASEMENT71' ROW33' FL-EOA6' SIDEWALK9' UTILITY EASEMENTNON-EXCLUSIVE ACCESS EASEMENTREC. NO. 2014003092124' EXISTINGEOC-EOC24' ACCESS EASEMENTREC. NO. 2014003629220' WATERLINE ANDROW EASEMENTREC. NO. 8504011320' UTILITY EASEMENTBK 1429 PG 750FUTURE 71' ROW30' EASEMENT FOR ROAD PURPOSESBK 1143 PG 187(EXCEPTION PARCEL PIB FCIF25205400)FUTURE71' ROWN MASON STREET10' UTILITYEASEMENT BK 1658PG 746LOT 1ACCESS EASEMENTREC. NO.201400123949704975498049854990499549704975498049854990499514+5015+0016+0017+0018+0019+0020+0021+0022+0023+00EXISTING GROUND @ROAD CENTERLINE1.9-FT4981.664981.354981.124981.034981.094981.144980.904980.384979.664979.094978.68 0.50%-3.00%-0.96%-1.25%75.0' VCHP ELEV = 4981.15HP STA = 15+92.32PVI STA = 16+19.17PVI ELEV = 4981.31BVCS: 15+81.67BVCE: 4981.13EVCS: 16+56.67EVCE: 4980.19A.D. = 3.50K = 21.4375.0' VCLP ELEV = 4981.03LP STA = 15+51.93PVI STA = 15+35.82PVI ELEV = 4980.90BCVS: 14+98.32BVCE: 4981.37ECVS: 15+73.32EVCE: 4981.09 A.D. = 1.74K = 43.0276.0' VCPVI STA = 16+99.52PVI ELEV = 4978.90BCVS: 16+61.52BVCE: 4980.04ECVS: 17+37.52EVCE: 4978.54 A.D. = 2.04K = 37.21PROPOSEDGRADEEXISTINGGROUNDPROPOSED GRADE@ ROAD CENTERLINE2.96%3.79%-13.99%-0.96%-0.52%-4.15%PVI STA = 17+38.27PVI ELEV = 4978.53
PVI STA = 21+93.72
PVI ELEV = 4975.83
PVI STA = 21+72.98
PVI ELEV = 4975.21
PVI STA = 21+59.28
PVI ELEV = 4974.69
PVI STA = 17+82.14
PVI ELEV = 4978.11
PVI STA = 21+31.75
PVI ELEV = 4976.29
PVI STA = 21+54.63
PVI ELEV = 4975.35FUTURE GROUND @ ROADCENTERLINE15" RCP STORMSTA.=16+67.16INV.=4975.99R2PLAN & PROFILE
N MASON STREET8 NORTHCENTERLINEN MASON STREETSCALE : 1" = 40' (H) 1" = 5' (V)( IN FEET )1 inch = ft.Feet040404080120SheetThese drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
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of 9MASON STREET INFRASTRUCTURE EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPROPOSED 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 ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.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 INLETCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSTORM DRAIN A(INTERIM POND OUTFALL)LOT LINELINEMATCHSTA14+50SEE SHT R1STAMATCH LINE SEE SHEET 14+50R1P:\1971-001\Dwg\Sheets_Mason Street\Streets\1971-001_STRT_Mason Street.dwg, 5/24/2023 8:24:08 AM, 1:1
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ST ST ST ST ST ST STSTSTSTSTSTST8" W8.11 ac.A10.46 ac.A31.19 ac.A20.32 ac.B20.37 ac.B1b1a10.13 ac.A7a70.20 ac.A60.19 ac.A81.47 ac.B3a6a8b2NCFS LLC300 HICKORY STREETFORT COLLINS, COQR INC.280 HICKORY STREETFORT COLLINS, COQR INC.200 HICKORY STREETFORT COLLINS, COR AND S HOLDINGS1235 N. COLLEGE AVENUEFORT COLLINS, COHAINES BRANDON KUHRT 1295N. COLLEGE AVENUE FORTCOLLINS, COGRATITUDE LLC1303 N. COLLEGE AVENUEFORT COLLINS, COHOYT JOHN R1307 N. COLLEGE AVENUEFORT COLLINS, CO1311 N. COLLEGE LLCHIBON CT.FORT COLLINS, CO1311 N. COLLEGE LLC1311 N. COLLEGE AVENUEFORT COLLINS, COWANKIER LANCE1401 N. COLLEGE AVENUEFORT COLLINS, COWOOD RONALD G/ JENNIFERL/ WILLARD E122 HIBDON COURTFORT COLLINS, COTHOMPSON PROPERTIES LLC1319 N. COLLEGE AVENUEFORT COLLINS, COD AND S MOTELS INC1405 N. COLLEGE AVENUEFORT COLLINS, CORICHEY ADDIE1601 N. COLLEGE AVENUEFORT COLLINS, CO
MASON STREET N MASON STREETHICKORY STREET20' WATERLINE ANDROW EASEMENTREC. NO. 850401136' UTILITYEASEMENTBK 1658 PG 7466' UTILITY EASEMENTPER PLAT OF BREWSUB. FIRST FILING10' UTILITY EASEMENTBK 1658 PG 74645' ROWBK 1743 PG 63210' UTILITYEASEMENTBK 1572 PG 32245' ROWBK 1743 PG 63210' UTILITYEASEMENTBK 1572 PG 32153.5' PERPETUAL EASEMENT FORELECTRIC POWER TRANSMISSION LINEBK 923 PG 282HIBDON COURT24' ACCESS EASEMENTREC. NO. 2014003629230' EASEMENT FOR ROAD PURPOSESBK 1143 PG 187(EXCEPTION PARCEL PIB FCIF25205400)20' RIGHT OF WAY EASEMENTBK 1114 PG 55530' UPRR TRACK EASEMENTBK 2027 PG 988REC. NO. 98091992REC. NO. 20060019203UNION PACIFIC RAILROADDRY WELL (TYP.)HICKORY REGIONALDETENTION PONDSWALE STORM DRAIN LINE A(INTERIM POND OUTFALL)STORM EXTENSION WATER QUALITY OUTLETSTRUCTURE WITHRESTRICTOR PLATE0.62 ac.A40.37 ac.A5a5LOT 1LOT 2LOT 3SWALE20' UTILITY EASEMENTPER VALLEY STEEL &WIRE SUBDIVISION PLAT6' UTILITY EASEMENTREC. NO. 2006-0068858REC. NO. 2006-0068859CURB CUT &SIDEWALK CHASEROW AGREEMENT WITH UNIONPACIFIC RAILROAD FOR THEPURPOSE OF IRRIGATION DITCH &IRRIGATION WATER UNSPECIFIEDWIDTH BK 813 PG 27 TO BEVACATED PER LANGUAGE FOUNDON PAGE 28 OF SAID DOCUMENTDR1DRAINAGE EXHIBIT9CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150SheetThese drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
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of 9MASON STREET INFRASTRUCTURE PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN LABELDRAINAGE BASIN BOUNDARYPROPOSED SWALE SECTION11NOTES:1.REFER TO THE PRELIMINARY DRAINAGE REPORT, DATED MAY 24, 2023 FORADDITIONAL INFORMATION.ALEGEND:FOR DRAINAGE REVIEW ONLYNOT FOR CONSTRUCTIONDEVELOPED DRAINAGE SUMMARYDesignPointBasin IDTotalArea(acres)C2C1002-Yr Tc(min)100-Yr Tc(min)Q2(cfs)Q100(cfs)a1A18.1140.200.2517.5717.572.8012.19a2A21.1870.640.807.747.741.889.48a3A30.4640.650.816.756.750.783.72a4A40.6220.640.806.796.791.044.97a5A50.3720.640.816.186.180.642.98a6A60.2040.841.005.005.000.492.03a7A70.1330.650.815.005.000.251.07a8A80.1860.821.005.005.000.431.85b1B10.3740.420.537.677.670.391.79b2B20.3150.610.765.105.100.542.37b3B31.4750.230.2911.5611.560.713.10Interim Hickory Regional Detention Pond VolumeContour Elev.Contour Surface Area (ft2)Cummalitive Volumecu. ft.acre ft498032071383762119.2P:\1971-001\Dwg\Sheets_Mason Street\Drainage\1971-001_DRNG_Mason Street.dwg, 5/24/2023 8:24:17 AM, 1:1