HomeMy WebLinkAboutBLOOM FILING THREE MULTI-FAMILY DWELLINGS - PDP220011 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (4)SHEET No:PROJECT/ LOCATION:
DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. #
1
2
3
4
5
6
7
P
R
E
L
IM
INARYNOT
FOR
CON
S
T
RU
C
T
IONproject no:date: BLOOM FILING THREE
FORT COLLINS, COLORADO
GENERAL NOTES & LEGENDC-002220JULY 27, 2022801-004JRGJRGJRGFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.WestWVPTVertical Point Of TangencyVertical Point Of CurvatureVPCTFTop Of FoundationTop Back Of CurbTBCThrust BlockTBPoint Of Curve ReturnPCRMeter PitMPHigh PointHPHot Bituminous PavementHBPEOAEdge Of AsphaltC&GCurb And GutterPolyvinyl ChlorideNaturalNATHCHandicap/pedFutureFUTEachEADownspoutDSYardYDVertical CurveVitrified Clay PipeValveVaultVerticalVLVVLTVERTVCVCPUSGSUGTUGEUnderground ElectricUnited States Geologic SurveyUnderground TelephoneToe of SlopeTOETelevisionTemporaryTop Of BankTop Of GrateTop Of CurbTop of WallTypicalTVTEMPTOBTOCTOGTOWTYPTBRTo Be RemovedStreetSTStationSTASanitary SewerSouthSheetShoulderSoutheastSanitaryScheduleSquare Foot/FeetStormSquareSquare Yard/sSidewalk/SouthwestSANSSWRSCHSSHTSHLDRSESWSTRMSQSFSYRight-of-wayROWRailroadReinforced Concrete PipeRRRCPProperty/ProposedPROPProfessional Engineer/PolyethlenePEProfessional Land SurveyorPLSPower PolePPPoint on Vertical CurvePOVCPoint on TangentPOTPoint on LinePOLPoint on CurvePOCPoint of Vertical TangencyPVTPoint of Vertical IntersectionPVIPoint of Vertical Curvature/PVCPoint of TangentPTPoint of Reverse CurvaturePRCPoint of IntersecionPIPoint of CurvaturePCPoint Of Compound CurvaturePCCPointPNTPermanentPerforatedPERMPERFOn CenterOutside DiameterOverhead ElectricOCODOHENational Geodetic SurveyNorth/ NorthingNortheastNorthwestNot To ScaleNumberNGSNNENWNTSNOMUTCDMHManholeManual Of Uniform Traffic Control DevicesMMMINMISCMile MarkerMinimumMiscellaneousLATLPLFLLateral/LatitudeLeftLow Point/Light PoleLinear FeetINVIEIDInvertInvert ElevationsHorizontal Elliptical Reinforced Concrete PipeHERCPHPHYDHORZHWYHigh Point/Horizontal Point (photo control)HighwayHorizontalHydrantGALVGVGGalvanizedGasGate ValveGRNDGroundGBGrade Break/Gravity BlockFlared End SectionFESFire HydrantFHFinished FloorFGFFFinished GradeEEOPEast/Easting/ElectricEdge Of PavementExistingELEVEXIST/ EXElevationDuctile Iron PipeDIPDriveDRDEPTDIADepartmentDiameterColorado Department Of TransportationCDOTCubic YardCYCorrugated Metal PipeCMPConcreteCONCCATVCLCable TelevisionCenterlineCOClean OutBWBottom Wall0.50%FlowlineFLLPLow PointBVCSBegin Vertical Curve StationBegin Vertical Curve ElevationBVCEButterfly ValveBVBOWBack Of WalkInside DiameterLEGEND OF ABBREVIATIONS: .LEGEND OF PROPOSED SYMBOLS: .MEPMechanical, Electrical, PlumbingCurb StopCSSewerSWRServiceSRVCFire Department ConnectionFDCLEGEND OF EXISTING SYMBOLS: .Protect In PlacePIPTTelephoneEXISTING RIGHT-OF-WAYEXISTING GROUND CONTOURSSANITARY SEWER LINESTORM SEWER LINEWATER LINEIRRIGATION LINEUNDERGROUND ELECTRICAL LINEUNDERGROUND TELEPHONE LINEUNDERGROUND CABLE TV LINEFENCE LINELANDSCAPING BORDERFOUND MONUMENT AS NOTEDFIRE HYDRANTWATER MANHOLEWATER VALVE / CURB STOPSANITARY SEWER MANHOLESTORM SEWER MANHOLELIGHT POLESPRINKLER CONTROL VALVE BOXELECTRICAL METER / BOXCABLE TV PEDESTALFIBER OPTIC VAULTGAS METERSIGNPROPOSED EASEMENT LINEPROPOSED RIGHT-OF-WAYPROPOSED PROPERTY LINELIMITS OF CONSTRUCTIONPROPOSED CURB & GUTTERPROPOSED FENCEPROPOSED INDEX CONTOURSPROPOSED INTERMEDIATE CONTOURSPROPOSED STORM DRAIN WITH MANHOLEPROPOSED SWALEPROPOSED SANITARY SEWER LINEPROPOSED WATER LINEPROPOSED GAS LINEPROPOSED IRRIGATION LINEPROPOSED ELECTRICPROPOSED TRANSFORMERPROPOSED AVERAGE SLOPEDIRECTION OF FLOWDESIGN POINTDRAINAGE BASIN BOUNDARYA = BASIN NUMBERB = BASIN AREA (IN ACRES)C = RUNOFF COEFFICIENT2625UAEUtility & Access EasementUEUtility EasementDEDrainage EasementDrainage & Utility EasementDUE2ABCEmergency Access EasementEAELIGHT POLEORTEGENERAL NOTES (CONTINUED): .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 bedocumented by the Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance with the Local Entity Street Repair Standards. Thefinished 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 Local Entity Engineerand/or the Local Entity 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 andcondition 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 Local Entity, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum periodof two years from the date of acceptance.47.The Local Entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following privatestreets: (list).48.Refer to the Preliminary Geotechnical Engineering Report, Pedcor Mulberry Apartments, Fort Collins, Colorado, Dated September 14, 2021, Project No. 20205121 by TerraconConsultants, Inc. for site excavation, grading, and paving recommendations.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 Local Entity Engineer for approval, prior to any street construction activity, (full depth asphalt sections are notpermitted 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 toremove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the Local Entity Engineer.4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to base installation. No base material shall be laid until the subgrade has been inspected and approved by the Local Entity Engineer.5.Fort 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 aremade. 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 overlayshall be made by the Local Entity 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 Local Entity Inspector and prior to installation of asphalt. Gutters that hold more than ¼ inch deep or 5 feet longitudinally, of water, shallbe 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 acomposite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a singleaxle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibitsexcessive pumping or deformation, as determined by the Local Entity Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The Local Entity Engineer shall be notified atleast 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.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 Local Entity 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 Local EntityEngineer 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 Local Entity Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period willbegin.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 Local Entity Engineer reserves the right to require additional signage and/or striping ifthe Local Entity 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-yearwarranty 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.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 Preliminary Drainage and Erosion Control Report for Bloom Filing Three, by Aspen Engineering, dated July 27, 2022, 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. Certificationshall 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 theStormwater 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.WATER LINE NOTES:GENERAL NOTES: .1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer CountyUrban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicablestandards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity.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 Local Entity Engineer. Use of theseplans after the expiration date will require a new review and approval process by the Local Entity 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 Local Entity, as beneficiary of saidengineer's work, for any errors and omissions contained in these plans, and approval of these plans by the Local Entity Engineer shall not relieve the engineerwho has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify theLocal Entity, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained inthese plans.5.All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the Local Entity standards andspecifications current at the date of approval of the plans by the Local Entity 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. The Developer shallbe responsible for unknown underground utilities.7.The Engineer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation orgrading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting therespective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer torelocate 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 crossingsrequired.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 modifythe design. Design modification(s) must be approved by the Local Entity prior to beginning construction.10.The Developer shall coordinate and cooperate with the Local Entity, and all utility companies involved, to assure that the work is accomplished in a timelyfashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of anyutility 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 shallbe 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 requiredprior 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 sewershould 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 water is discharged into a stormsewer, 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, WaterQuality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.16.The Local Entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilitiesshall be the responsibility of the property owner(s).17.Prior to final inspection and acceptance by the Local Entity, certification of the drainage facilities, by a registered engineer, must be submitted to and approvedby the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificateof occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior tothe release of any building permits in excess of those allowed prior to certification per the Development Agreement.18.The Local Entity shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting fromgroundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the Local Entity failure to properlymaintain its water, wastewater, and/or storm drainage facilities in the development.19.All recommendations of the Preliminary Drainage and Erosion Control Report for Bloom Filing Three, by Aspen Engineering, dated July 27, 2022, shall befollowed 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 ingood 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 removedwithin 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the Local Entity streetinspector.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, ifapplicable.23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shallnotify the Local Entity Engineering Inspector (Fort Collins - 221-6605) and the Local Entity Erosion Control Inspector (Fort Collins - 221-6700) at least 2 workingdays prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the Local Entity Engineer is not available afterproper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the Local Entity reserves theright 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 andprior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the originalgeotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the Local Entity's defaultpavement 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 Local Entity 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 Local Entity inspector. The engineer or surveyor must certify in a letter to the Local Entity that theseelevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the Local Entity beforeinstallation 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 ofthese 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 soas 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 withinthese 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 FireHazard 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 requiringa 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 toOSHA 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. (Local Entity, County orState), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all trafficcontrol 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 Local Entity 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 chargedfor 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 streetoperations. 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 Local Entity Engineer, and no site construction activities onSundays or holidays, unless there is prior written approval by the Local Entity.35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, ordesignated 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, andannotate 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 acopy 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 Developershall contact the Designer and the Local Entity 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 Local Entity'sInspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the Local Entity 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 ofbearings. The information shall be as follows:41.VERTICAL DATUM. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORK DATUM.THE BENCHMARKS USED, WITH THE CITY OF FORT COLLINS ELEVATION AND DESCRIPTIONS OF EACH ARE AS FOLLOWS:·BENCHMARK #1 - BM 51-01,WEST SIDE OF TIMBERLINE ROAD AT THE NORTH END OF A BRIDGE OVER THE POUDRE RIVER ON TOP OF THEPARAPET WALL APPROXIMATELY .2 MILES SOUTH OF THE SOUTH SIDE OF WEST MULBERRY. NAVD 88 ELEVATION: 4926.9341.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'sexpense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate ofOccupancy.13..14.D. Waterline Notes (Continued) East Larimer County Water District General Notes for Construction (11/22/2019)15.Pipe Cover: A minimum cover of 4-1/2 feet of cover over top of pipe shall be maintained throughout the waterline and service lineinstallation, particularly in areas of new grading and drainage swales. Extra bury depth may be required to maintain minimumcover at drainage culvert crossings and/or fire hydrant runs. Maximum allowable cover shall be 6 feet, unless specifically approvedby the District.16.Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by Districtpersonnel or the District's authorized contractor with no exception.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 andpractices of the installed facilities is equal to or better than minimum construction requirements as set forth in the District’sSpecifications. .18.Testing: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications andunder the District's supervision. Upon passing chlorination testing, bacteriological testing will be completed by a State certifiedwater quality control laboratory. Copies of all passing test results, including soils compaction in the area of water mainconstruction, shall be provided to the District.19.Preliminary Acceptance: Preliminary Acceptance shall be issued to the Owner when all project work is complete, tested andoperational such that the infrastructure is ready to be accepted by the District. Documentation required prior to issuance ofPreliminary Acceptance includes but is not limited to chlorination test report, bacteriological test report, hydrotest report,compaction testing report, verification of project costs, As-built drawings and Record Drawings. Following receipt, review andacceptance by the District of these and other documents as may be required per project specifics, the District will issue PreliminaryAcceptance.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 changesto the original design. As-Built Drawings shall be delivered to the District (electronically in PDF format or otherwise asrequested by the District) for acceptance and to the project’s design engineer for creation of Record Drawings.21.Record Drawings are prepared by the project’s design engineer and shall accurately reflect any change made in the field whichvaries from the accepted construction plans, as noted in the As-Built Drawings, including at a minimum, field dimensions andelevations, horizontal and vertical locations of underground utilities and appurtenances. The Record Drawings shall be reviewedand accepted by the District prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District inelectronic format as Adobe (PDF), AutoCAD and ArcView shape files (release version to be confirmed with District at time ofsubmittal).22.Warranty: The Owner 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 years from date of Preliminary Acceptance. During thiswarranty period the Owner shall repair any defects in the work and maintain the work area. At the close of the two-year warrantyperiod and upon satisfactory correction of any deficiencies noted, the District shall accept the constructed lines and appurtenancesas the sole property and responsibility of the District.D. Waterline Notes East Larimer County Water District General Notes for Construction (11/22/2019)The following information is condensed from the current "Standard Construction Specifications for Water Mains" (Specification) as adopted by the East Larimer County WaterDistrict (‘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 themost 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 companiesprior 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 shallbe 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 tenfeet (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 shallbe placed a minimum 4-ft from any District waterline or appurtenance. The District shall have the right to remove any landscaping that violates this standard, at any timesuch 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 startingconstruction 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 shallcoordinate, 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 changeindicated 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 piping shall be Polyvinyl Chloride (PVC). All PVC piping 6-inch through 12-inch shall be DR 18 (pressure class 235 psi) and manufactured in accordancewith AWWA Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution". All PVC piping 14-inch through 24-inch shall be DR18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14-inchthrough 36". Pipe with a diameter greater than 24 inches shall be specified based on engineered design.b.Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced ateach 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 ringgaskets 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. Any defective or damaged materials noted on the construction siteshall be so marked and removed from the site. Under no circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints.e.Pipe Fittings: All fittings shall be mechanical joint, ductile iron, manufactured in accordance with AWWA Standard C153. Fittings shall be furnished with acement-mortar lining of standard thickness class with a 250 psi pressure rating.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 operatingnut, resilient seat and shall be equipped with sand bonnet.h.Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut. Allowable manufacturers and models are Mueller Super Centurionwith epoxy coated shoe or American Flo Control Waterous Pacer WB67-250X with epoxy coated shoe. All fittings shall be swing assemblies with anchor couplings.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 14 of pipediameter (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 gradedwashed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe per the pipe manufacturer’s installationrecommendations. Note maximum trench width detail.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 compactedbackfill 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 roadwayareas 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 ofpipeline 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 at1-foot increments to grade.12.Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings and/or joint restraint in accordance with District Specifications or asrequired 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 minimumof 20 feet in width and will be replaced to the specified depth by a paving machine.
INTERNATIONAL BLVD.DONELLA DRIVEARIA WAY WHITHAM FARMS, LLC(PARCEL NO. 8709000039)E.H.BARKER ET.AL.(PARCEL NO. 8708400002)WHITHAM FARMS, LLC(PARCEL NO. 8709000004)EX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX IRRIGATION DITCH(PIP)EX PROPERTYBOUNDARY/ ROW20' ELCO EASEMENT(BOOK 1740 PAGE 881 (#11)EX PARTIALLYFILLED DITCHEX PARTIALLYFILLED DITCHEXCLUSIVE WATERLINE EASEMENTRECEPTION NO. 200700800409 (#14)20' ANHEUSER-BUSCH EASEMENTRECEPTION NO. 85033771 (#12)EX OVERHEADELECTRIC (PIP)EX OVERHEADELECTRICEX OVERHEADELECTRIC (PIP)EX 16" WATER LINE(PIP)EX SSWRMANHOLE(PIP)DRAINAGE EASEMENTE.H.BARKER ET.AL.(PARCEL NO. 8708400002)REMOVE EXISTINGCURB AND GUTTER(66 LF)REMOVE EXISTINGASPHALT(132 SF)REMOVE EXISTINGCURB AND GUTTER(66 LF)REMOVE EXISTINGASPHALT(132 SF)REMOVE EXISTINGCURB AND GUTTER(66 LF)REMOVE EXISTINGASPHALT(132 SF)REMOVE EXISTINGASPHALT(132 SF)REMOVE EXISTINGCURB AND GUTTER(66 LF)DELOZIER ROAD
EX PROPERTYBOUNDARY/ ROWASPEN0'SCALE: 1" = 60'60'120'NOTES .1.SEE SHEET C-002 FOR GENERAL CONSTRUCTION NOTES,SYMBOLS, AND MASTER LEGEND.2.CONTRACTOR TO CONTACT ASSOCIATED UTILITYCOMPANIES PRIOR TO ANY RELOCATION,DEMOLITION/REMOVAL, OR ABANDONMENT OF EXISTINGUTILITIES.3.ANY ITEM NOT SHOWN TO BE REMOVED, DEMOLISHED, ORABANDONED, SHALL BE PROTECTED IN PLACE.4.NO UNDERGROUND SEPTIC SYSTEMS ARE ANTICIPATED TOEXIST WITHIN THE PROPOSED DEVELOPMENT. HOWEVER, IFAN EXISTING SEPTIC SYSTEM(S) IS FOUND, THE SYSTEM(S)WILL NEED TO BE REMOVED PER THE LARIMER COUNTYHEALTH DEPARTMENT'S STANDARDS.5.CONTRACTOR TO POTHOLE AND LOCATE ALL EXISTINGUTILITIES PRIOR TO CONSTRUCTION.6.THE PERIMETER STREETS: INTERNATIONAL BLVD., ARIA WAY,DONELLA DRIVE, AND DELOZIER ROAD , SHALL BECONSTRUCTED BY OTHERS; HOWEVER, ALL ADJACENTPUBLIC SIDEWALKS AROUND THE PERIMETER OF THE SITEWILL BE CONSTRUCTED WITH THE BLOOM FILING THREEPROJECT. DRIVEWAY ACCESS TO PUBLIC STREETS ANDUTILITY CONNECTIONS TO OFFSITE IMPROVEMENTS SHALLBE COORDINATED WITH THE OFFSITE PROJECTCONTRACTOR FOR HARTFORD HOMES.7.REFER TO THE UTILITY PLANS FOR THE LOCATION OFPROPOSED UTILITIES CONNECTING TO OFFSITE UTILITYMAINS AND THE MASTERPLAN STORM SEWER SYSTEM.8.THIS PLAN SHOWS CONTOURS FOR THE EXISTING SITE ATTIME OF THE TOPOGRAPHIC SURVEY, AND PRIOR TO ANYWORK BY THE MASTERPLAN DEVELOPER. THE MASTERPLANSTREETS, THAT WILL BE BUILT WITH THE MASTERPLANDEVELOPMENT, AND THE PUBLIC SIDEWALKS AROUND THEPERIMETER OF THE SITE, THAT WILL BE BUILT WITH THEBLOOM FILING THREE PROJECT, ARE SHOWN IN THIS PLANFOR REFERENCE AGAINST THE EXISTING CONTOURS ANDEXISTING SITE CONDITIONS. PLEASE REFER TO SHEET C-005FOR INTERIM EXISTING CONDITION PLAN, WHICH SHOWSPROPOSED FINAL GRADING FOR ADJACENT STREETS ANDOVERLOT GRADING OF THE BLOOM SITE, BY THEMASTERPLAN DEVELOPER, AS WELL AS OFFSITE UTILITYINFRASTRUCTURE THAT WILL BE INSTALLED BY THEMASTERPLAN DEVELOPER, AND PRIOR TO THE BLOOM SITEBEING CONSTRUCTED.9.PIP = PROTECT IN PLACE10.TBR = TO BE REMOVEDLEGENDASPHALT REMOVALCONCRETE REMOVALSHEET No:PROJECT/ LOCATION:
DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. #
1
2
3
4
5
6
7
P
R
E
L
IM
INARYNOT
FOR
CON
S
T
RU
C
T
IONproject no:date: BLOOM FILING THREE
FORT COLLINS, COLORADO
EXISTING CONDITIONS & DEMOLITION PLANC-004420JULY 27, 2022801-004AGWJRGJRGFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.
INTERNATIONAL BLVD.DONELLA DRIVEARIA WAY WHITHAM FARMS, LLC(PARCEL NO. 8709000039)E.H.BARKER ET.AL.(PARCEL NO. 8708400002)WHITHAM FARMS, LLC(PARCEL NO. 8709000004)20' ELCO EASEMENT(BOOK 1740 PAGE 881 (#11)20' ANHEUSER-BUSCH EASEMENTRECEPTION NO. 85033771 (#12)E.H.BARKER ET.AL.(PARCEL NO. 8708400002)EX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX PARTIALLY FILLED DITCH(REMOVED BY OTHERS)EX OVERHEADELECTRICEX OVERHEADELECTRICEX OVERHEAD ELECTRIC(RELOCATED BY OTHERS)EX SSWRMANHOLEREMOVE EXISTINGCURB AND GUTTER(66 LF)REMOVE EXISTINGASPHALT(132 SF)REMOVE EXISTINGCURB AND GUTTER(66 LF)REMOVE EXISTINGASPHALT(132 SF)REMOVE EXISTINGCURB AND GUTTER(66 LF)REMOVE EXISTINGASPHALT(132 SF)REMOVE EXISTINGASPHALT(132 SF)REMOVE EXISTINGCURB AND GUTTER(66 LF)EX PROPERTYBOUNDARY/ ROWDELOZIER ROAD
MASTER PLAN PROPOSEDCONTOUR, (TYP)EXISTING CONDITIONSCONTOUR, (TYP)MASTER PLAN PROPOSEDCONTOUR, (TYP)EXISTING CONDITIONSCONTOUR, (TYP)MASTER PLAN PROPOSEDCONTOUR, (TYP)EXISTING CONDITIONSCONTOUR, (TYP)EX 4' ACCESS ESMT.EX 9' UTILITY ESMT.EX 4' ACCESS ESMT.EX 9' UTILITY ESMT.EX 15' UTILITY ESMT.EX 9' UTILITY ESMT.EX 9' UTILITY ESMT.PROP 5' SIDEWALKPROP 5' SIDEWALKPROP 6' SIDEWALKPROP 10' SIDEWALKPROP 5' SIDEWALKPROP 10' SIDEWALKEX CURB & GUTTEREX CURB & GUTTEREX CURB & GUTTEREX CURB & GUTTEREX CURB & GUTTEREX CURB & GUTTEREX POND G(BY OTHERS)EX 9' UTILITY ESMT.EX 9' UTILITY ESMT.EX 8" WATERLINEEX 12" PVCSANITARY SEWEREX 8" WATERLINEEX 8" WATERLINEEX 16" WATERLINEEX 8" WATERLINEEX 8" PVCSANITARY SEWEREX STORM SEWEREX POND E(BY OTHERS)ASPEN0'SCALE: 1" = 60'60'120'SHEET No:PROJECT/ LOCATION:
DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. #
1
2
3
4
5
6
7
P
R
E
L
IM
INARYNOT
FOR
CON
S
T
RU
C
T
IONproject no:date: BLOOM FILING THREE
FORT COLLINS, COLORADO
EXISTING INTERIM CONDITION PLANC-005520JULY 27, 2022801-004AGWJRGJRGNOTES .1.SEE SHEET C-002 FOR GENERAL CONSTRUCTION NOTES,SYMBOLS, AND MASTER LEGEND.2.CONTRACTOR TO CONTACT ASSOCIATED UTILITYCOMPANIES PRIOR TO ANY RELOCATION,DEMOLITION/REMOVAL, OR ABANDONMENT OF EXISTINGUTILITIES.3.THE PERIMETER STREETS (EXCLUDING PUBLIC SIDEWALKS)AND UTILITY INFRASTRUCTURE IN INTERNATIONALBOULEVARD, ARIA WAY, DONELLA DRIVE, AND DELOZIERROAD SHALL BE CONSTRUCTED BY OTHERS. DRIVEWAYACCESS TO PUBLIC STREETS AND UTILITY CONNECTIONS TOOFFSITE IMPROVEMENTS SHALL BE COORDINATED WITH THEOFFSITE PROJECT CONTRACTOR FOR THE MASTERPLANDEVELOPER. THIS EXHIBIT DEPICTS THE ANTICIPATEDACCESS DRIVES AND PUBLIC WALKS AROUND THEPERIMETER OF THE BLOOM FILING THREE SITE, THAT WILLBE BUILT WITH THE BLOOM FILING THREE PROJECT. THISINTERIM CONDITION PLAN SHOWS REMOVAL OF CURB ANDGUTTER AND ASPHALT FOR THE THE ACCESS ENTRANCESTO THE SITE, THAT WILL BE BUILT WITH THE BLOOM FILINGTHREE PROJECT.4.THE CONTOURS SHOWN IN THIS PLAN REPRESENT THEMASTERPLAN DEVELOPER'S PROPOSED FINAL GRADING OFADJACENT ROADWAYS AND OVERLOT GRADING OF THEBLOOM SITE, WITH THE EXISTING TOPOGRAPHIC SURVEYCONTOURS (FROM THE ORIGINAL SURVEY) SHOWNOVERLAID FOR REFERENCE. ASPEN'S PROPOSED SITEGRADING IS DESIGNED TO MATCH TO THE PROPOSEDGRADING FOR THE MASTERPLAN DEVELOPMENT, BYOTHERS, ALONG THE NORTH, SOUTH, EAST, AND WESTRIGHT-OF-WAY BOUNDARIES. PLEASE REFER TO THEGRADING PLAN SHEETS.5.PUBLIC STREETS AND PUBLIC UTILITIES, CONSTRUCTEDOUTSIDE THE PROPERTY PROPERTY BOUNDARY, ARE TO BECONSTRUCTED BY THE MASTERPLAN DEVELOPER, WITH THEEXCEPTION OF THE PUBLIC SIDEWALKS, WHICH WILL BECONSTRUCTED WITH THE BLOOM FILING THREE PROJECT.6.REFER TO THE UTILITY PLANS FOR THE LOCATION OFPROPOSED UTILITIES CONNECTING TO OFFSITE UTILITYMAINS AND SERVICES, AS WELL AS THE MASTERPLANSTORM SEWER SYSTEM, ALL OF WHICH WILL OCCUR AT THERIGHT-OF-WAY/ EXISTING PROPERTY BOUNDARY.7.THE LIMITS OF DEVELOPMENT IS THE EXISTING PROPERTYBOUNDARY/ RIGHT-OF-WAY, CALLED OUT IN THIS PLAN.FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.
COCOCOBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8POOLBUILDING 9COMMUNITYBUILDINGBUILDING 10BUILDING 11BUILDING 12BUILDING 13BUILDING 14BUILDING 15INTERNATIONAL BLVD.PLAYGROUNDTOTLOTBARK PARKINTERNATIONAL BLVDDONELLA DRIVEARIA WAY
ARIA WAY PROP EMERGENCYACCESS EASEMENT(WIDTH OF DRIVE AISLE,TYP.)PROP EMERGENCY ACCESSEASEMENT (WIDTH OF DRIVEAISLE, TYP.)EX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ROWEX 9' UTILITYEASEMENTEX 15' UTILITYEASEMENTEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTWHITHAM FARMS, LLC(PARCEL NO. 8709000039)E.H.BARKER ET.AL.(PARCEL NO. 8708400002)WHITHAM FARMS, LLC(PARCEL NO. 8709000004)20' ELCO EASEMENT(BOOK 1740 PAGE 881 (#11)EXCLUSIVE WATERLINE EASEMENTRECEPTION NO. 200700800409 (#14)20' ANHEUSER-BUSCHEASEMENTRECEPTION NO.85033771 (#12)EXIST OVERHEADELECTRICEXIST OVERHEAD ELECTRICEX 16" WATERLINEEX 12" PVC SANITARY SEWEREX 8" PVC WATERLINEEX STORM SEWEREX FIREHYDRANTBODE BOULEVARDPOINT OF CONNECTIONPROP 8" PVC WATEREX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWANGELA AVENUEEX 4' ACCESSEASEMENTEX 4' ACCESSEASEMENTEX 4' ACCESSEASEMENTEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ROWEX 9' UTILITYEASEMENTPOINT OF CONNECTIONPROP 8" PVC WATERPOINT OF CONNECTIONPROP 8" PVC SAN SWREX 9' UTILITYEASEMENTEX 8" PVC WATERLINEEX 12" PVC SANITARY SEWEREX FIREHYDRANTEX STORM SEWERPROP SAN SWRMH (TYP)PROP SAN SWRMH (TYP)PROP SAN SWRMH (TYP)PROP STORMMH (TYP)PROP STORMMH (TYP)PROP STORMMH (TYP)PROP STORMMH (TYP)PROP 10'TYPE R INLETPROP 10'TYPE R INLETPROP 10'TYPE R INLETPROP 10'TYPE R INLETPROP 10'TYPE R INLETPROP CDOTTYPE D INLETPROP 6"PERFORATEDPVC PIPEPROP 6" SOLIDPVC PIPEPROP 6"CLEAN-OUT5555EX FIREHYDRANTEX FIREHYDRANTEX FIREHYDRANT551212121212121212112122121212121234343434343434343434343434343434686868686EX 8" PVCWATERLINEPOINT OF CONNECTIONPROP 8" PVC WATER666666PROP CDOTTYPE C INLET10999111118" RCP
2
-
1
8
"
R
C
P2- 18" RCP2- 18" RCP 15" RCP15" RCP12" HDPE12" HDPE18" RCP12" HDPE
24" RCP 24" RCP 18" RCP15" RCP15" RCP15"
R
C
P
15" RCP 15" RCP15" RCPPROP CDOTTYPE C INLET18" RCP11222- 18" RCP18" RCP18" RCP 18" RCP2- 18" RCPPROP 6"CLEAN-OUTPROP 6"CLEAN-OUT9PROP 10'TYPE RINLETPROP 10'TYPE R INLET18" RCP12" HDPE
2- 18" RCPPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENT1318" RCPPROP RAINGARDENEX 8" PVCWATERLINEEX 8" PVCWATERLINEEX 8" PVCWATERLINEDELOZIER ROAD EX FIREHYDRANTEX FIREHYDRANTEX FIREHYDRANT141414141414141414SHEET No:PROJECT/ LOCATION:
DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. #
1
2
3
4
5
6
7
P
R
E
L
IM
INARYNOT
FOR
CON
S
T
RU
C
T
IONproject no:date: BLOOM FILING THREE
FORT COLLINS, COLORADO
OVERALL UTILITY PLANC-0141420JULY 27, 2022801-004JRGJRGJRGASPEN0'SCALE: 1" = 60'60'120'FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.utility notes:1.10' SEPARATION SHALL BE PROVIDED BETWEEN WATER, SANITARY SEWER, AND STORM SEWERLINES.2.ALL STORM SEWER PIPE SHALL BE CLASS III RCP OR HDPE ADS N-12, WITH WATER TIGHT JOINTS,UNLESS NOTED OTHERWISE.3.ALL SANITARY SEWER SERVICES SHALL BE SDR 35 PVC WITH ONE 6" PVC SERVICE FOR EACHBUILDING.4.ALL SANITARY SEWER CLEAN-OUTS SHALL BE TRAFFIC RATED.5.FINAL SIZING OF ALL WATER METERS AND WATER AND SANITARY SEWER SERVICES SHALL BEPROVIDED BY THE MEP.6.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' OF COVER AND A MAXIMUM OF 6' OF COVER,UNLESS OTHERWISE NOTED.7.A KNOX BOX WILL BE REQUIRED TO BE MOUNTED ON THE FRONT OF BUILDINGS EQUIPPED WITH AFIRE SPRINKLER SYSTEM OR FIRE ALARM SYSTEM PER POUDRE FIRE AUTHORITY. CONTRACTOR TOCOORDINATE LOCATION OF KNOX BOX WITH POUDRE FIRE AUTHORITY. EACH BUILDING SHALL ALSOHAVE AN FDC (REMOTE FDC WHERE REQUIRED) AND SHALL BE MOUNTED PER P.F.A.REQUIREMENTS. FDC LOCATIONS WILL BE SHOWN IN FINAL DESIGN.8.HAZARDOUS MATERIALS: TOXIC, CORROSIVE, OR REACTIVE MATERIALS, ORFLAMMABLE/COMBUSTIBLE LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, ORHANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALS IMPACT ANALYSIS (HMIA) COMPLETEDAND SUPPLIED TO THE PLANNING DEPARTMENT AND THE FIRE DEPARTMENT.9.ALL FIRELINES AND WATER SERVICE LINES SHALL BE EXTENDED TO 5' OUTSIDE OF THE BUILDING.SEE MEP/ARCH PLANS FOR INTERNAL CONNECTIONS TO BUILDINGS.10. ALL FIRE HYDRANT CONNECTIONS/ ASSEMBLIES SHALL HAVE AN 8"x 6" SWIVEL TEE W/ 6" GATEVALVE & THRUST BLOCK.11. BACKWASH FLOW FROM THE PROPOSED SWIMMING POOL IS LIMITED TO 150 GPM.12. REDUCED BACKFLOW PREVENTION DEVISES SHALL BE INSTALLED ON ALL FIRE SERVICES LINESAND DOMESTIC WATER LINES INSIDE THE BUILDING. REFER TO BUILDING AND PLUMBING PLANSFOR BACKFLOW DEVISES AND DETAILS.13.PLEASE REFER TO THE PLAT FOR DETAILS ON UTILITY EASEMENTS, EMERGENCY ACCESSEASEMENTS, AND PLATTING FOR THE SITE.14.STORM SEWER PIPE SIZING SHOWN ON THIS SHEET IS PRELIMINARY. FINAL PIPE SIZING FOR ALLSTORM SEWER WILL BE DETERMINED IN FINAL DESIGN.15.REFER TO WATER-SOLUBLE SULFATE TEST RESULT BY THE GEOTECHNICAL ENGINEERING REPORTFOR RECOMMENDATIONS FOR PROJECT CONCRETE AND UNDERGROUND CONCRETE PIPE.16. FINAL LAYOUT/DESIGN FOR ELECTRIC AND GAS SERVICES, METERS, AND TRANSFORMERS WILL BECOORDINATED WITH THE ARCHITECT, CITY FC LIGHT & POWER, AND XCEL DURING FINAL DESIGN, ASTHE FINAL BUILDING DESIGN AND UTILITY SERVICE STUB LOCATIONS ARE PROVIDED ANDDETERMINED. THIS PRELIMINARY PLAN ANTICIPATES ELECTRIC AND GAS SERVICES TO ALLPERIMETER BUILDINGS WILL BE FED BY THE ELECTRIC AND GAS MAINS INSTALLED WITH THEADJACENT PUBLIC ROADWAY INFRASTRUCTURE IMPROVEMENTS (BY OTHERS). THE INTERNALBUILDINGS AND CLUBHOUSE ARE ANTICIPATED TO BE FED BY THE PROPOSED ELECTRIC AND GASLINES SHOWN IN THIS PLAN.17.THE CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITIES, PRIOR TOCONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY CONTACT THE CIVIL ENGINEER IF ANY UTILITYCONFLICTS ARE ENCOUNTERED PRIOR TO OR DURING CONSTRUCTION.18.THE LIMITS OF DISTURBANCE IS THE EXISTING PROPERTY BOUNDARY/ ROW LINE, WHICH IS SHOWNAND CALLED OUT IN THIS PLAN. ALL ONSITE UTILITIES WILL TIE-IN TO THE EXISTING UTILITY STUBSFROM THE MASTER INFRASTRUCTURE PROJECT (BY OTHERS).PROPOSED 8" PVC SANITARY SEWER W/ MANHOLEPROPOSED FIRE HYDRANT ASSEMBLYPROPOSED FORCE MAIN SANITARY SEWERPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" PVC WATERLEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING POWER POLEEXISTING GUY WIREEXISTING WATER METEREXISTING WATER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING LIGHT POLEEXISTING FIBER OPTIC LINEEXISTING GAS LINEEXISTING WATER LINEEXISTING OVERHEAD POWER LINEEXISTING SANITARY SEWER LINEEXISTING STORM SEWER LINEEXISTING UNDERGROUND POWER LINEEXISTING UNDERGROUND TELEPHONE LINEKEY NOTE LEGEND .PROPOSED 6" PVC SSWR SRVCPROPOSED 2" PVC WATER METER SRVC W/ METER PIT & 2" CURB STOPPROPOSED FIRE HYDRANT (6" DIP WATER LINE)PROPOSED 4" PVC FIRE SERVICE LINE1345PROPOSED 8" PVC WATERLINE6PROPOSED 6" PVC SSWR SRVC CLEANOUT27PROPOSED 1 12" WATER METER SRVC W/ METER PIT & 1 12" CURB STOP8PROPOSED 8" PVC SANITARY SEWER9PROPOSED AREA INLET W/ MH BASE10PROPOSED 12" DRAIN BASIN11PROPOSED 15" DRAIN BASIN12PROPOSED 18" DRAIN BASIN13PROPOSED 30" DRAIN BASIN14PROPOSED LIMITS OF DEVELOPMENT
BUILDING 7BUILDING 8POOLBUILDING 9BUILDING 10BUILDING 11BUILDING 12BUILDING 13BUILDING 14BUILDING 15INTERNATIONAL BLVD.ARIA WAYPLAYGROUNDTOTLOTEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ROWEX 9' UTILITYEASEMENTEX 15' UTILITYEASEMENTEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTWHITHAM FARMS, LLC(PARCEL NO. 8709000039)E.H.BARKER ET.AL.(PARCEL NO. 8708400002)WHITHAM FARMS, LLC(PARCEL NO. 8709000004)20' ELCO EASEMENT(BOOK 1740 PAGE 881(#11)STA 17+10.43, 0.00'PROP 8"x 8"x 4" SWIVEL TEEW/ 4" GV (E), & TBN 1457487.41E 3134647.46STA 18+97.86, 0.00'PROP 8"x 8"x 6" SWIVEL TEEW/ 6" GV (E), & TBN 1457674.84E 3134647.41STA 22+96.11, 0.00'PROP 8"x 8"x 6" SWIVEL TEEW/ 6" GV (N), & TBN 1457880.52E 3134454.84STA 26+36.98, 0.00'PROP 8"x 8"x 6" SWIVEL TEEW/ 6" GV (E), & TBN 1457665.77E 3134328.75STA 19+02.86, 43.50' LTPROP 2" WATER METERN 1457679.83E 3134603.91STA 19+07.86, 0.00' LTPROP 8"x 8"x 4" SWIVEL TEEW/ 4" GV (W), & TBN 1457684.84E 3134647.41STA 18+97.71, 8.29' RTPROP FIRE HYDRANTN 1457674.70E 3134655.70STA 22+96.26, 23.07' RTPROP FIRE HYDRANTN 1457903.59E 3134454.69STA 26+37.01, 11.04' LTPROP FIRE HYDRANTN 1457665.74E 3134339.79EX FIRE HYDRANTSTA 19+71.02, 32.50' RTPROP 2" WATER METERN 1457748.01E 3134679.89STA 21+69.97, 45.99' RTPROP 2" WATER METERN 1457926.55E 3134580.97STA 23+73.66, 46.39' RTPROP 2" WATER METERN 1457926.89E 3134377.27STA 24+90.08, 49.00' RTPROP 2" WATER METERN 1457812.65E 3134279.71STA 27+80.53, 49.01' RTPROP 2" WATER METERN 1457522.21E 3134279.78STA 28+25.78, 32.99' LTPROP 2" WATER METERN 1457476.98E 3134361.79STA 17+05.43, 32.34' RTPROP 2" WATER METERN 1457482.41E 3134679.80EX PROPERTYBOUNDARY/ ROWEX 4' ACCESSEASEMENTEX 9' UTILITYEASEMENTEX 4' ACCESSEASEMENTANGELA AVENUEPROP EMERGENCY ACCESSEASEMENT (WIDTH OF DRIVEAISLE, TYP.)PROP EMERGENCYACCESS EASEMENT(WIDTH OF DRIVEAISLE, TYP.)PROP EMERGENCYACCESS EASEMENT(WIDTH OF DRIVEAISLE, TYP.)PROP UTILESMTPROP UTILESMTPROP UTIL ESMTPROP UTILESMTPROP EMERGENCY ACCESSEASEMENT (WIDTH OF DRIVEAISLE, TYP.)PROP EMERGENCY ACCESSEASEMENT (WIDTH OF DRIVEAISLE, TYP.)PROP UTIL ESMTPROP UTILESMTPROP UTILESMT187.44 LF 8" PVC 68.16 LF 8" PVC 56.32 LF 8" PVC 71.24 LF 8" PVC 61.37 LF 8" PVC131.15 LF 8" PVC72.55 LF 8" PVC53.59 LF 8" PVC62.82 LF 8" PVC151.90 LF 8" PVC138.55 LF 8" PVC45.26 LF 8" PVC
217.90 LF 8" PVCWATERLINE AWATERLINE AWATERLINE AWATERLINE A10.00 LF 8" PVCSTA 28+20.78, 0.00'PROP 8"x 8"x 4" SWIVEL TEEW/ 4" GV (E), & TBN 1457481.97E 3134328.80STA 27+75.53, 0.00'PROP 8"x 8"x 4" SWIVEL TEEW/ 4" GV (W), & TBN 1457527.22E 3134328.79STA 24+85.08, 0.00'PROP 8"x 8"x 4" SWIVEL TEEW/ 4" GV (W), & TBN 1457817.67E 3134328.71STA 23+68.66, 0.00'PROP 8"x 8"x 4" SWIVEL TEEW/ 4" GV (N), & TBN 1457880.50E 3134382.28STA 21+64.97, 0.00'PROP 8"x 8"x 4" SWIVEL TEEW/ 4" GV (N), & TBN 1457880.55E 3134585.98STA 19+76.02, 0.00'PROP 8"x 8"x 4" SWIVEL TEEW/ 4" GV (E), & TBN 1457753.00E 3134647.398.30 LF 6" PVC FIRE LINE23.03 LF 6" PVC FIRE LINE11.04 LF 6" PVC FIRE LINESTA 20+32.35, 0.00' LT (WATERLINE A) =STA 10+00.00 (WATERLINE B)PROP 8"x 8"x 8" TEEW/ 8" GV'S (N & S), & TBN 1457809.33E 3134647.3780.43 LF 8" PVC31.58 LF 8" PVCSTA 10+80.43, 0.00'PROP 8" x 8" x 4" SWIVEL TEEW/ 4" GV (N), & TBN 1457809.40E 3134727.80STA 11+12.01, 0.00'PROP 8" PVC WATERLINEPOINT OF CONNECTIONN 1457809.43E 3134759.37MATCH LINESEE SHEET C-016212121121212121212WATERLINE BEX 8" WATER LINEEX 8" WATER LINEEX 8" WATER LINEEX 8" WATER LINEEX 16" WATER LINESTA 21+03.59, 0.00'PROP 8" 90° BEND W/ TBN 1457880.57E 3134647.36STA 24+22.26, 0.00'PROP 8" 90° BEND W/ TBN 1457880.49E 3134328.69STA 10+85.43, 11.50' LTPROP 2" WATER METER N 1457820.91E 3134732.79DELOZIER ROADEX FIRE HYDRANTEX FIRE HYDRANTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTSHEET No:PROJECT/ LOCATION:
DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. #
1
2
3
4
5
6
7
P
R
E
L
IM
INARYNOT
FOR
CON
S
T
RU
C
T
IONproject no:date: BLOOM FILING THREE
FORT COLLINS, COLORADO
WATER PLAN (NORTH)C-0151520JULY 27, 2022801-004AGWJRGJRGASPEN0'SCALE: 1" = 30'30'60'FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.utility notes:1.10' SEPARATION SHALL BE PROVIDED BETWEEN WATER, SANITARY SEWER, ANDSTORM SEWER LINES.2.ALL STORM SEWER PIPE SHALL BE CLASS III RCP OR HDPE ADS N-12, WITHWATER TIGHT JOINTS, UNLESS NOTED OTHERWISE.3.ALL SANITARY SEWER SERVICES SHALL BE SDR 35 PVC WITH ONE 6" PVCSERVICE FOR EACH BUILDING.4.ALL SANITARY SEWER CLEAN-OUTS SHALL BE TRAFFIC RATED.5.FINAL SIZING OF ALL WATER METERS AND WATER AND SANITARY SEWERSERVICES SHALL BE PROVIDED BY THE MEP.6.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' OF COVER AND A MAXIMUM OF6' OF COVER, UNLESS OTHERWISE NOTED.7.A KNOX BOX WILL BE REQUIRED TO BE MOUNTED ON THE FRONT OF BUILDINGSEQUIPPED WITH A FIRE SPRINKLER SYSTEM OR FIRE ALARM SYSTEM PERPOUDRE FIRE AUTHORITY. CONTRACTOR TO COORDINATE LOCATION OF KNOXBOX WITH POUDRE FIRE AUTHORITY. EACH BUILDING SHALL ALSO HAVE AN FDC(REMOTE FDC WHERE REQUIRED) AND SHALL BE MOUNTED PER P.F.A.REQUIREMENTS. FDC LOCATIONS WILL BE PROVIDED IN FINAL DESIGN.8.HAZARDOUS MATERIALS: TOXIC, CORROSIVE, OR REACTIVE MATERIALS, ORFLAMMABLE/COMBUSTIBLE LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IFUSED, STORED, OR HANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALSIMPACT ANALYSIS (HMIA) COMPLETED AND SUPPLIED TO THE PLANNINGDEPARTMENT AND THE FIRE DEPARTMENT.9.ALL FIRELINES AND WATER SERVICE LINES SHALL BE EXTENDED TO 5' OUTSIDEOF THE BUILDING. SEE MEP/ARCH PLANS FOR INTERNAL CONNECTIONS TOBUILDINGS.10. ALL FIRE HYDRANT CONNECTIONS/ ASSEMBLIES SHALL HAVE AN 8"x 6" SWIVELTEE W/ 6" GATE VALVE & THRUST BLOCK.11. BACKWASH FLOW FROM THE PROPOSED SWIMMING POOL IS LIMITED TO 150GPM.12. REDUCED BACKFLOW PREVENTION DEVISES SHALL BE INSTALLED ON ALL FIRESERVICES LINES AND DOMESTIC WATER LINES INSIDE THE BUILDING. REFER TOBUILDING AND PLUMBING PLANS FOR BACKFLOW DEVISES AND DETAILS.13.PLEASE REFER TO THE PLAT FOR DETAILS ON UTILITY EASEMENTS, EMERGENCYACCESS EASEMENTS, AND PLATTING FOR THE SITE.14.STORM SEWER PIPE SIZING SHOWN ON THIS SHEET IS PRELIMINARY. FINAL PIPESIZING FOR ALL STORM SEWER WILL BE DETERMINED IN FINAL DESIGN.15.REFER TO WATER-SOLUBLE SULFATE TEST RESULT BY THE GEOTECHNICALENGINEERING REPORT FOR RECOMMENDATIONS FOR PROJECT CONCRETE ANDUNDERGROUND CONCRETE PIPE.16. FINAL LAYOUT/DESIGN FOR ELECTRIC AND GAS SERVICES, METERS, ANDTRANSFORMERS WILL BE COORDINATED WITH THE ARCHITECT, CITY FC LIGHT &POWER, AND XCEL DURING FINAL DESIGN, AS THE FINAL BUILDING DESIGN ANDUTILITY SERVICE STUB LOCATIONS ARE PROVIDED AND DETERMINED.KEY NOTE LEGEND .PROPOSED 2" PVC WATER SERVICE LINE (ASTM D2241 (IPS) SDR17)PROPOSED 4" PVC FIRE SERVICE LINE12PROPOSED 8" PVC SANITARY SEWER W/ MANHOLEPROPOSED FIRE HYDRANT ASSEMBLYPROPOSED FORCE MAIN SANITARY SEWERPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" PVC WATERLEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING POWER POLEEXISTING GUY WIREEXISTING WATER METEREXISTING WATER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING LIGHT POLEEXISTING FIBER OPTIC LINEEXISTING GAS LINEEXISTING WATER LINEEXISTING OVERHEAD POWER LINEEXISTING SANITARY SEWER LINEEXISTING STORM SEWER LINEEXISTING UNDERGROUND POWER LINEEXISTING UNDERGROUND TELEPHONE LINENATURAL HABITAT BUFFER ZONE
COCOCOBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8POOLBUILDING 9COMMUNITYBUILDINGBODE BOULEVARDARIA WAYPROPOSEDRAINGARDEN EX PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENTPROP 9' UTILITYEASEMENTE.H.BARKER ET.AL.(PARCEL NO. 8708400002)MATCH LINESEE SHEET C-015EX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTPAVE ACCESS DRIVE INPORTLAND CONCRETE TO ROWPAVE ACCESS DRIVE INPORTLAND CONCRETE TO ROWPAVE ACCESS DRIVE INPORTLAND CONCRETETO ROWEX FIRE HYDRANTPROP UTIL ESMTBARKPARKEX 4' ACCESSEASEMENTEX PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENTEX PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENTEX 4' ACCESSEASEMENT144.77 LF 8" PVC28.65 LF 8" PVC81.23 LF 8" PVC64.02 LF 8" PVCSTA 10+00, 0.00' RTWATERLINE CPROP 8"x 8"x 8" TEEW/ 8" GV'S (N&E), & TBN 1457269.43E 3134328.85STA 11+44.77, 0.00'PROP 8"x 8"x 6" SWIVEL TEEW/ 6" GV (N), & TBN 1457269.46E 3134473.61STA 12+08.78, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (N), & TBN 1457269.48E 3134537.63STA 13+18.67, 0.00'WATERLINE CPROP 8"x8"x 8" TEEW/ 8" GV'S (N&S), & TBN 1457269.51E 3134647.51STA 12+37.44, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (S), & TBN 1457269.49E 3134566.28STA 10+12.29, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (E), & TBN 1456792.15E 3134633.14STA 10+00, 0.00'PROP 8" PVC WATERLINEPOINT OF CONNECTIONN 1456779.86E 3134633.14STA 31+78.33, 0.01' LT8"x 8"x 6" SWIVEL TEEW/ 6" GV (W), & TBN 1457124.42E 3134328.90212.54 LF 8" PVC34.07 LF 8" PVC110.93 LF 8" PVC150.02 LF 8" PVC156.08 LF 8" PVC38.54 LF 8" PVC
217.90 LF 8" PVC
STA 12+28.43, 0.00'PROP 8" 22.5° BEND W/ TBN 1457008.29E 3134633.08STA 13+58.75, 0.00'PROP 8"x 8"x 6" SWIVEL TEEW/ 6" GV (E), & TBN 1457135.73E 3134647.55STA 14+56.50, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (E), & TBN 1457233.48E 3134647.52STA 14+92.53, 0.00'WATERLINE APROP 8"x 8"x 8" TEEW/ 8" GV'S (N&S), & TBN 1457269.51E 3134647.51STA 30+33.31, 0.00'WATERLINE APROP 8"x 8"x 8" TEEW/ 8" GV'S (N&E), & TBN 1457269.44E 3134328.86STA 30+67.39, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (W), & TBN 1457235.35E 3134328.87STA 33+28.34, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (W), & TBN 1456974.41E 3134328.94STA 34+84.42, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (E), & TBN 1456818.32E 3134328.98STA 35+22.97, 0.00' RTPROP 8" PVC WATERLINEPOINT OF CONNECTIONN 1456779.78E 3134328.99STA 12+66.32, 0.00'PROP 8" 22.5° BEND W/ TBN 1457043.30E 3134647.57WATERLINE AWATERLINE AWATERLINE AWATERLINE AWATERLINE AWATERLINE AWATERLINE CSTA 10+17.29, 10.19' RTPROP 2" WATER METERN 1456797.15E 3134643.33STA 14+51.50, 32.34' RTPROP 2" WATER METERN 1457228.49E 3134679.87STA 35+01.06, 10.48' LTPROP 2" WATER METERN 1456801.69E 3134339.47STA 33+33.34, 49.31' RTPROP 2" WATER METERN 1456969.39E 3134279.63STA 30+72.40, 49.01' RTPROP 2" WATER METERN 1457230.33E 3134279.86STA 12+13.78, 39.91' LTPROP 2" WATER METERN 1457309.39E 3134542.628.85 LF 6" PVC FIRE LINE9.77 LF 6" PVC FIRE LINE25.33 LF 6" PVC FIRE LINEEX FIRE HYDRANTSTA 13+58.75, 9.77' RTPROP FIRE HYDRANTN 1457135.74E 3134657.32STA 31+78.31, 25.32' RTPROP FIRE HYDRANTN 1457124.43E 3134303.56STA 11+44.77, 8.85' LTPROP FIRE HYDRANTN 1457278.32E 3134473.6121212121121212PROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP EMERGENCY ACCESSEASEMENT, TYP.PROP UTILITYEASEMENTPROP EMERGENCY ACCESSEASEMENT, TYP.PROP EMERGENCY ACCESSEASEMENT, TYP.EX FIRE HYDRANTEX FIRE HYDRANTDELOZIER ROAD
EX 8" WATER LINEEX 8" WATER LINEEX 8" WATER LINEEX 8" WATER LINEEX 8" WATER LINEEX 8" WATER LINEEX FIRE HYDRANTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTSHEET No:PROJECT/ LOCATION:
DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. #
1
2
3
4
5
6
7
P
R
E
L
IM
INARYNOT
FOR
CON
S
T
RU
C
T
IONproject no:date: BLOOM FILING THREE
FORT COLLINS, COLORADO
WATER PLAN (SOUTH)C-0161620JULY 27, 2022801-004AGWJRGJRGASPEN0'SCALE: 1" = 30'30'60'FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.PROPOSED 8" PVC SANITARY SEWER W/ MANHOLEPROPOSED FIRE HYDRANT ASSEMBLYPROPOSED FORCE MAIN SANITARY SEWERPROPOSED STORM SEWER W/ MANHOLEPROPOSED TYPE R STORM INLETPROPOSED 8" PVC WATERLEGEND PROPOSED WATER VALVEPROPOSED THRUST BLOCKEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING POWER POLEEXISTING GUY WIREEXISTING WATER METEREXISTING WATER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING LIGHT POLEEXISTING FIBER OPTIC LINEEXISTING GAS LINEEXISTING WATER LINEEXISTING OVERHEAD POWER LINEEXISTING SANITARY SEWER LINEEXISTING STORM SEWER LINEEXISTING UNDERGROUND POWER LINEEXISTING UNDERGROUND TELEPHONE LINENATURAL HABITAT BUFFER ZONE utility notes:1.10' SEPARATION SHALL BE PROVIDED BETWEEN WATER, SANITARY SEWER, ANDSTORM SEWER LINES.2.ALL STORM SEWER PIPE SHALL BE CLASS III RCP OR HDPE ADS N-12, WITHWATER TIGHT JOINTS, UNLESS NOTED OTHERWISE.3.ALL SANITARY SEWER SERVICES SHALL BE SDR 35 PVC WITH ONE 6" PVCSERVICE FOR EACH BUILDING.4.ALL SANITARY SEWER CLEAN-OUTS SHALL BE TRAFFIC RATED.5.FINAL SIZING OF ALL WATER METERS AND WATER AND SANITARY SEWERSERVICES SHALL BE PROVIDED BY THE MEP.6.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' OF COVER AND A MAXIMUM OF6' OF COVER, UNLESS OTHERWISE NOTED.7.A KNOX BOX WILL BE REQUIRED TO BE MOUNTED ON THE FRONT OF BUILDINGSEQUIPPED WITH A FIRE SPRINKLER SYSTEM OR FIRE ALARM SYSTEM PERPOUDRE FIRE AUTHORITY. CONTRACTOR TO COORDINATE LOCATION OF KNOXBOX WITH POUDRE FIRE AUTHORITY. EACH BUILDING SHALL ALSO HAVE AN FDC(REMOTE FDC WHERE REQUIRED) AND SHALL BE MOUNTED PER P.F.A.REQUIREMENTS. FDC LOCATIONS WILL BE PROVIDED IN FINAL DESIGN.8.HAZARDOUS MATERIALS: TOXIC, CORROSIVE, OR REACTIVE MATERIALS, ORFLAMMABLE/COMBUSTIBLE LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IFUSED, STORED, OR HANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALSIMPACT ANALYSIS (HMIA) COMPLETED AND SUPPLIED TO THE PLANNINGDEPARTMENT AND THE FIRE DEPARTMENT.9.ALL FIRELINES AND WATER SERVICE LINES SHALL BE EXTENDED TO 5' OUTSIDEOF THE BUILDING. SEE MEP/ARCH PLANS FOR INTERNAL CONNECTIONS TOBUILDINGS.10. ALL FIRE HYDRANT CONNECTIONS/ ASSEMBLIES SHALL HAVE AN 8"x 6" SWIVELTEE W/ 6" GATE VALVE & THRUST BLOCK.11. BACKWASH FLOW FROM THE PROPOSED SWIMMING POOL IS LIMITED TO 150GPM.12. REDUCED BACKFLOW PREVENTION DEVISES SHALL BE INSTALLED ON ALL FIRESERVICES LINES AND DOMESTIC WATER LINES INSIDE THE BUILDING. REFER TOBUILDING AND PLUMBING PLANS FOR BACKFLOW DEVISES AND DETAILS.13.PLEASE REFER TO THE PLAT FOR DETAILS ON UTILITY EASEMENTS, EMERGENCYACCESS EASEMENTS, AND PLATTING FOR THE SITE.14.STORM SEWER PIPE SIZING SHOWN ON THIS SHEET IS PRELIMINARY. FINAL PIPESIZING FOR ALL STORM SEWER WILL BE DETERMINED IN FINAL DESIGN.15.REFER TO WATER-SOLUBLE SULFATE TEST RESULT BY THE GEOTECHNICALENGINEERING REPORT FOR RECOMMENDATIONS FOR PROJECT CONCRETE ANDUNDERGROUND CONCRETE PIPE.16. FINAL LAYOUT/DESIGN FOR ELECTRIC AND GAS SERVICES, METERS, ANDTRANSFORMERS WILL BE COORDINATED WITH THE ARCHITECT, CITY FC LIGHT &POWER, AND XCEL DURING FINAL DESIGN, AS THE FINAL BUILDING DESIGN ANDUTILITY SERVICE STUB LOCATIONS ARE PROVIDED AND DETERMINED.KEY NOTE LEGEND .PROPOSED 2" PVC WATER SERVICE LINE (ASTM D2241 (IPS) SDR17)PROPOSED 4" PVC FIRE SERVICE LINE12
SHEET No:PROJECT/ LOCATION:
DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. #
1
2
3
4
5
6
7
P
R
E
L
IM
INARYNOT
FOR
CON
S
T
RU
C
T
IONproject no:date: BLOOM FILING THREE
FORT COLLINS, COLORADO
WATER DETAILSC-0171720JULY 27, 2022801-004JRGJRG