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Home My WebLink AboutBLOOM FILING THREE MULTI-FAMILY DWELLINGS - PDP220011 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSN TIMBERLINE ROAD US HWY 14 (MULBERRY ST)PROJECT SITEINTERSTATE HWY I-25 SHEET No: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: FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.VICINITY MAPUTILITY PLANS FORSHEET No:BLOOM FILING THREE FORT COLLINS, COLORADO COVER SHEETC-001120JUNE 14, 2023801-004JRGJRGJRGBLOOM FILING THREEJUNE 14, 2023ASPENRefer to the Preliminary Geotechnical Engineering Report, Pedcor Mulberry Apartments, Fort Collins,Colorado, dated September 14, 2021, Terracon Project No. 20205121, for site excavation and grading,and paving recommendations.PROJECT BENCHMARKS:PROJECT DATUM: NAVD88 CITY OF FORT COLLINS DATUMBENCHMARK 1: BM 51-01: WEST SIDE OF TIMBERLINE ROAD AT THE NORTH END OF ABRIDGE OVER THE POUDRE RIVER ON TOP OF THE PARAPET WALL APPROXIMATELY .2MILES SOUTH OF THE SOUTH SIDE OF WEST MULBERRY.NAVD88 ELEVATION 4926.93IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWINGEQUATION SHOULD BE USED:NGVD29 UNADJUSTED = NAVD88 - 3.18BASIS OF BEARINGS: ASSUMING THE NORTH LINE OF THE SOUTHWEST QUARTER OFSECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., MONUMENTED ASSHOWN ON THIS DRAWING, AS BEARING SOUTH 89°14'06" EAST, BEING A GRID BEARING OFTHE COLORADO STATE PLANE, NORTH ZONE, NORTH AMERICAN DATUM 1983/2011, ADISTANCE OF 2646.69 FEET AND WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVETHERETO.BEING A REPLAT OF TRACT EE OF BLOOM FILING ONE, SITUATE IN THESOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 68 WEST OFTHE SIXTH PRINCIPAL MERIDIAN,CITY OF FORT COLLINS, COUNTY OF LARIMER,STATE OF COLORADOPLANNER/LANDSCAPEARCHITECT:Vignette StudiosP.O. Box 1889Fort Collins, CO 80522Contact: Terence Hoaglund(970) 472-9125ARCHITECT:Fifth Dimension Architecture & Interiors2226 1st Ave S, Suite 101Birmingham, AL 35233Contact: Walt Mason(334) 201-2776OWNER:Pedcor Investments, LLCOne Pedcor Square770 3rd Avenue SWCarmel, IN 46032Contact: Colin Patterson (317) 795-3009Patrick Stoffregen (317) 564-5860SURVEYOR:Majestic Surveying1111 Diamond Valley Drive #104Windsor, CO 80550Contact: Steven Parks(970) 833-5698GEOTECHNICAL ENGINEER:Terracon, Inc.1901 Sharp Point Drive, Suite CFort Collins, CO 80525Contact: Eric Bernhardt(970) 484-0359Project Contacts:CIVIL ENGINEER:Aspen Engineering19 Old Town Square, Suite 238Fort Collins, CO 80524Contact: John Gooch(970) 419-4344CITY OF FORT COLLINS WATER UTILITIES ENGINEERINGContact: Wes Lamarque(970) 416-2418CITY OF FORT COLLINS STORMWATERContact: Wes Lamarque(970) 416-2418CITY OF FORT COLLINS LIGHT AND POWERContact: Rob Irish(970) 224-6167EAST LARIMER COUNTY WATER DISTRICTContact: Randy Siddens(970) 493-2044POUDRE FIRE AUTHORITYContact: Marcus Glasgow(970) 416-2869XCEL ENERGY - GAS & ELECTRICContact: Stephanie Rich(970) 225-7828CENTURY LINKContact: Bob Rulli(970) 490-7503COMCASTContact: Don Kapperman(970) 567-0245Utility Entity Contacts:EAST LARIMER COUNTY WATER DISTRICTUTILITY PLAN REVIEWUTILITY PLAN REVIEWBoxelder Sanitation District FORT COLLINS, COLORADODRAWING/ SHEET INDEXSheetNumberSheet Title1COVER SHEET2GENERAL NOTES & LEGEND3SANITARY SEWER NOTES & STREET TYPICALSECTIONS4EXISTING CONDITIONS & DEMOLITION PLAN5EXISTING INTERIM CONDITION PLAN6HORIZONTAL CONTROL PLAN (NORTH)7HORIZONTAL CONTROL PLAN (SOUTH)8EROSION CONTROL PLAN9EROSION CONTROL NOTES & DETAILS10EROSION CONTROL DETAILS11GRADING PLAN (NORTH)12GRADING PLAN (SOUTH)13DRAINAGE EXHIBIT14OVERALL UTILITY PLAN15WATER PLAN (NORTH)16WATER PLAN (SOUTH)17WATER DETAILS18SANITARY SEWER DETAILS19SITE DETAILS20SITE & STORM DETAILS 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-002220JUNE 14, 2023801-004JRGJRGJRGFOR 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 June 14, 2023, 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 June 14, 2023, 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. BLOOM FILING THREE - ROAD CLASSIFICATION TABLE6" VERTICAL CURBANGELA AVENUE: PRIVATE DRIVEBODE BOULEVARD: PRIVATE DRIVE2% min.3% max.5'WALK PRIVATE DRIVE (VARIES)64.44' ROADWAYPARK19.22'*1.5' VERT CURB &GUTTER (INFALL)13'13'TRAVELTRAVEL*1.5' VERT CURB &GUTTER (OUTFALL)TYPICAL CROSS SECTION1PRIVATE DRIVE (MODIFIED)(BODE BOULEVARD - PRIVATE DRIVE)(LOOKING WEST)*CURB AND GUTTER, SIDEWALK, AND PARKWAY DIMENSIONS(LOCATIONS) MAY VARY AS SHOWN IN PLANS, AND AT THEENTRANCES TO THE SITE.*PKWYNEW ASPHALTPARK19.22'5'WALK *PKWY 5'(ANGELA AVENUE - PRIVATE DRIVE)5'(LOOKING WEST)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 SANITARY SEWER NOTES & STREET TYPICAL SECTIONSC-003320JUNE 14, 2023801-004AGWJRGJRGSANITARY SEWER NOTES:Boxelder Sanitation District Construction Notes (to be included on the general notes sheet of any set of construction plans)The following information is condensed from the current "Standard Construction Specification for Sewer Mains" asadopted by the Boxelder Sanitation District (District) and is to be considered as such. In the event of any question the fulldocument shall take precedence.1.Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilitiesprior to commencement of any construction. Contractor shall also notify all affected utility companies prior tocommencing construction. In the event of damage to any existing utility, the contractor shall immediately notify theowner of the utility involved and unless authorized in writing by the owner of the subject utility, shall not attempt tomake repairs. The cost of repairs shall be the responsibility of the Contractor.2.District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feetdetailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, tothe District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence,ditches, ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at nomore than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered in a three(3) ring binder.3.Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public andprivate property through which the work is done.4.Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and HeathAssociation (OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply withany and all requirements and regulations as set forth by City, County, State and Federal agencies having applicableauthority.5.Start of Construction: No construction shall begin without prior design approval of the District. The District shall benotified 48 hours in advance of starting construction or testing to allow for scheduling.6.Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor isresponsible for obtaining all road permits which may be required.7.Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.8.Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made inwriting accompanied by proposed change indicated on copy of the approved design drawings. Any field revisionapproved and installed shall also be accurately documented on the Drawings of Record.9.Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on theapproved drawings. Pipe 15" and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18" and largershall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted.10.Pipe Cover: A minimum cover of 3-1/2 feet shall be maintained throughout the sewer line and service line installation.11.Bedding: All sewer main installation shall include bedding. Bedding shall be ¾" washed rock uniformly graded andcompacted. Refer to force main installation for bedding requirements. Trench shall be excavated to a depth belowestablished grade equal to ¼ of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event thatunstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used forstabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding insuch a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30" initial lift above pipebefore other than hand compaction equipment is to be used. Note maximum trench width detail.12.Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfillingof acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% ofoptimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted.Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths andlocations in accordance with the requirements of the applicable authority.13.Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.14.Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or anyother public or privately owned property is damaged or requires reconstruction due to the work, repairs orreplacement will be made in accordance with the requirements of the appropriate governing authority. Privateproperty will be returned to its original condition or as close to original condition as reasonably possible, unlessotherwise noted on the drawings.15.Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by Districtpersonnel or the District's authorized contractor with no exception.16.Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at alltimes. The District shall inspect the construction as necessary and shall observe all line testing. The District shall havethe authority to ascertain that all construction of facilities is equal to or better than minimum constructionrequirements as set forth in these Specifications. The District shall also have the authority to assign an inspector tocheck any and all work, including all materials to be incorporated in the work, excavation, bedding, backfill, testing andall construction methods and practices.17.Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards andSpecifications and under the District's supervision. Upon passing, copies of all passing test results including soilscompaction in the area of sewer main construction shall be provided to the District.18.Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements,preliminary acceptance of new sewer system improvements will occur in accordance with District's acceptanceprocedure.19.Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period oftwo years from date of preliminary acceptance. During this warranty period the Developer shall repair any defects inthe work and maintain the work area. At the close of the two-year warranty period the District will make a fieldinspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the linesand work. The lines and the appurtenances shall then become the sole property and responsibility of the BoxelderSanitation District.20.Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall beprovided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproducedprints, two sets of ½ size reduced prints, one set of 6 mil double matted reproducible mylars and , and one completedigital file equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total costof all sewer system improvements shall also be submitted with the Drawings of Record.21.Double RAM-NEK joint sealant & RAM-NEK will be used on manhole joint exterior wrap.Sanitary Sewer Notes for Plan & Profile Sheets1.All sanitary sewer line construction shall conform to the latest Boxelder Sanitation District "Standards & Specifications forSanitary Sewer Pipeline Construction and Improvements."2.All sewer services shall be minimum 4-inch diameter constructed at a slope of 2% from the building to the sewer main, unlessotherwise specified and approved by the District.3.All 6-inch diameter sewer services shall be constructed at a slope of 1% from the building to the sewer main.4.When groundwater is encountered clay cut off walls shall be installed on the upstream side of all manholes, in the mid-section ofeach main line run at intervals not to exceed 300-feet, or as required by the District. See detail sheets for clay cut-off wall detail.5.The Contractor shall schedule a pre-construction meeting with Boxelder Sanitation District a minimum of one week beforeconstruction to coordinate schedules and clarify any additional District requirements. Contact number is 970-498-0604.6.Contractor shall be responsible for coordinating field locates of all existing utilities prior to any construction.7.Contractor shall notify the District's inspector forty-eight hours in advance of of starting construction or testing.8.All construction shall be inspected by District inspector prior to backfill.FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.STREET CUT NOTE:LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARETO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERINGINSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITHTHE CITY STREET REPAIR STANDARDS.FOR 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)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(165 SF)REMOVE EXISTINGCURB AND GUTTER(66 LF)REMOVE EXISTINGASPHALT(165 SF)REMOVE EXISTINGCURB AND GUTTER(66 LF)REMOVE EXISTINGASPHALT(165 SF)REMOVE EXISTINGASPHALT(165SF)REMOVE EXISTINGCURB AND GUTTER(66 LF)DELOZIER ROAD EX PROPERTYBOUNDARY/ ROWREMOVE EXISTINGCURB AND GUTTER(66 LF)REMOVE EXISTINGASPHALT(165 SF)REMOVE EXISTINGCURB AND GUTTER(66 LF)REMOVE EXISTINGASPHALT(165 SF)PROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTASPEN0'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, ARE SHOWN IN THIS PLAN FOR REFERENCEAGAINST THE EXISTING CONTOURS AND EXISTING SITECONDITIONS. PLEASE REFER TO SHEET C-005 FOR INTERIMEXISTING CONDITION PLAN, WHICH SHOWS PROPOSEDFINAL GRADING FOR ADJACENT STREETS AND OVERLOTGRADING OF THE BLOOM SITE, BY THE MASTERPLANDEVELOPER, 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-004420JUNE 14, 2023801-004JRGJRGJRGFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES. 4040373738383939414243444535 32 33 34 36 303529313233343630 2931 36 36 40 44 37 38 39 41 42 43 45 464036373839 3738393835 383737 38 39 40 41 42 4336 44 46444546 464545463747INTERNATIONAL 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 SSWRMANHOLEEX 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.EX 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)REMOVE EXISTINGCURB AND GUTTER(66 LF)REMOVE EXISTINGASPHALT(165 SF)REMOVE EXISTINGCURB AND GUTTER(66 LF)REMOVE EXISTINGASPHALT(165 SF)REMOVE EXISTINGCURB AND GUTTER(66 LF)REMOVE EXISTINGASPHALT(165 SF)REMOVE EXISTINGASPHALT(165SF)REMOVE EXISTINGCURB AND GUTTER(66 LF)REMOVE EXISTINGCURB AND GUTTER(66 LF)REMOVE EXISTINGASPHALT(165 SF)REMOVE EXISTINGCURB AND GUTTER(66 LF)REMOVE EXISTINGASPHALT(165 SF)EX STORM SEWEREX STORM SEWEREX 8" WATERLINEEX 8" PVCSANITARY SEWERPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTOPTIONAL 8" PVC WATERLINE(SEE UTILITY PLAN)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-005520JUNE 14, 2023801-004JRGJRGJRGNOTES .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 INTERIM CONDITION PLAN SHOWSREMOVAL OF CURB AND GUTTER AND ASPHALT FOR THETHE ACCESS ENTRANCES TO THE SITE, THAT WILL BE BUILTWITH THE BLOOM FILING THREE 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.FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES. POOLUPUPUPUP UPUPUP UP UPUP LOT 1/ PHASE 1LOT 2/ PHASE 2EX PROPERTYBOUNDARYEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARYEX 9' UTILITYEASEMENTEX 15' UTILITYEASEMENTEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENT20' ELCO EASEMENT(BOOK 1740 PAGE 881(#11)20' ANHEUSER-BUSCHEASEMENTRECEPTION NO. 85033771(#12)BUILDING 8POOLBUILDING 9BUILDING 10BUILDING 11BUILDING 12BUILDING 13BUILDING 14BUILDING 15ANGELA AVENUEINTERNATIONAL BLVD.ARIA WAYPLAYGROUNDTOTLOTR1 5 ' R 3 'R2'R3'R15'R3'R20'1111111111111111111144444444444444444444555556666610101011878778771316131313131313131313131313131313131313131313131212104101010101010101010101010101313111010101010135R2 '166458R20'R20'141414141655EX 4' ACCESSEASEMENTEX 4' ACCESSEASEMENTEX 9' UTILITYEASEMENTEX PROPERTYBOUNDARY/ROWPROP EMERGENCY ACCESSEASEMENT (WIDTH OF DRIVEAISLE, TYP.)PROP EMERGENCY ACCESSEASEMENT (WIDTH OFDRIVE AISLE, TYP.)PROP EMERGENCYACCESS EASEMENT(WIDTH OF DRIVEAISLE, TYP.)3232PROP UTIL ESMTPROP UTILESMTPROP UTIL ESMTPROP UTIL ESMT202020202014MATCH LINESEE SHEET C-007ARIA WAYDELOZIER ROAD 161423232323PROP 10'SIDEWALKPROP 10'SIDEWALKPROP 10'SIDEWALKPROP 5'SIDEWALKPROP 5'SIDEWALKPROP 5'SIDEWALKPROP 6'SIDEWALK2323232323PROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENT5.0'R3 'R20'R3'1111114644644464464465545545546446478778799101010103210141013133235171717171717171717171717172626112211313163312124430302828R3'R3'R2'R3'R3 'R3'R 2 0 'R20'R 2 0 'R20'R2 0 'R20'R2 'R3'R3 'R2'R3'R3 ' R 3 'R3'R3'R3'R20'R20'R20'R20'R3'R3'R3'R20'R20'R3'R3'R3'R3'R3'R3'R3'R 3 'R2'R3'R 3 'R3 'R3'R3'R3'R2 0 'R3 'R3'R20'R3 'R2'R2 'R2'R 3 'R3'R3'R3' R3'R3'R2'R20'R20'R2'R2'R3'R3'R3'R3'R3'R3'R3'R15'R3'R3'R3'R3'R15'R2'R3'R3'R3'R3'4272727141414202020161610161442020SHEET 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 HORIZONTAL CONTROL PLAN (NORTH)C-006620JUNE 14, 2023801-004JRGJRGJRGASPEN0'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.NOTES .1.SEE TYPICAL ROADWAY SECTION SHEET C-003, FOR APPLICABLE BLOOM FILING THREESTREETS. SEE PLANS, BY OTHERS, FOR MASTERPLAN STREET SECTIONS.2.SEE SHEET C-002 FOR MASTER LEGEND, SYMBOLS, AND GENERAL CONSTRUCTIONNOTES.3.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE.4.THE PROPERTY BOUNDARY SERVES AS THE "LIMITS OF DEVELOPMENT" AS SHOWNFOR ROAD AND UTILITY IMPROVEMENTS EXCEPT ON US HIGHWAY 287.5.SEE DETAIL SHEETS FOR STOP, STREET NAME, & SIGN POST DETAILS. SEE THISSHEET FOR SIGN LEGEND.6.PLEASE REFER TO THE PLAT FOR EMERGENCY ACCESS AND ALL OTHER EASEMENTSFOR THE PROPERTY.7.ALL LONG LINE PAINT SHALL BE HIGH BUILD WATERBORNE PAINT, APPLIED AT 22-24MILS WET. ALL OTHER PAVEMENT MARKINGS SHALL BE 125 MIL THERMOPLASTIC.8.THE LIMITS OF DEVELOPMENT IS THE BACK-OF-CURB OF ALL PERIMETER PUBLICSTREETS.PROPOSED 2.5' CURB AND GUTTERPROPERTY BOUNDARYPROPOSED EMERGENCY ACCESS OR UTILITY EASEMENTPROPOSED ROW LINEPROPOSED BUILDINGPROPOSED (PRIVATE) 1.5' CURB AND GUTTERLIMITS OF DEVELOPMENT (LOD) 9'9'9'9'5'9'REGULAR PARKINGADA VAN PARKINGADA CAR PARKING17' 17' 17'PROPOSED LIGHT POLELEGEND PARKING TYPICAL DIMENSIONS PROPOSED SIGNEAE = EMERGENCY ACCESS EASEMENTENDSSIDEWALK18"12"ACCESSIBLEVAN-18"12"PARKINGRESERVEDPARKINGRESERVEDSIGNAGE LEGEND FIRELANEPARKINGNO18"12"STOPR1-1ANGELAAVENUEPRIVATELYMAINTAINED PRIVATEDRIVEPRIVATELYMAINTAINED1'1'BODEBOULEVARDPRIVATELYMAINTAINED123456789101114151819202122232425262728293031321633KEY NOTE LEGEND .PARKING LINE, (SOLID) WHITE 4" WIDE(TYP) USE THERMOPLASTIC IN ROWPROPOSED RAIN GARDENPROPOSED 2' WIDE CURB CUTINSTALL HANDICAP RAMPHANDICAP ACCESSIBLE PARKINGSPACE WITH THERMOPLASTICSTENCILCROSSWALK MARKING PER LCUASSSTD. DRAWING 1404 (TYP.)INSTALL NORTH AMERICAN GREENC350 EROSION CONTROL FABRICINSTALL TYPE III BARRICADEPROPOSED 2' CONCRETE TRICKLEPANPROPOSED HANDRAILS AT WALKPROPOSED DRIVE OVER CURB ANDGUTTERPROPOSED 4' WIDE CURB CUT WITHCONC CHASEPRIVATELY OWNED & MAINTAINEDSIGNPROPOSED MSE WALLFORT COLLINS STREET NAME SIGNSPROPOSED 7' CURB CUT W/ TRAN-SITION TO 3' CONCRETE CHANNELSTANDARD DRIVEWAY APPROACHPER LCUASS DETAIL 707.1 (TYP)4" BOLLARD2' x 8" TALL BLOCK OUT IN WALL FORDRAINAGEINSTALL (5) OM4-3 SIGNS AT DEADENDINSTALL BICYCLE RACK W/ CONC PADINSTALL STOP SIGN (R1-1)INSTALL NO PARKING FIRE LANESIGN. R8-31INSTALL HANDICAP ACCESSIBLEPARKING SPACE SIGN. R7-8INSTALL HANDICAP ACCESSIBLEPARKING SPACE SIGN. R7-8aPROPOSED 2' METAL SIDEWALKCULVERTPROPOSED 6' WIDE CONCRETECROSS PANPROPOSED 2' WIDE CURB CUT (w/CONC CHASE, AS APPLICABLE)1213PROPOSED 2.5' VERTICAL CURBPROPOSED 1.5' VERTICAL CURB17PROPOSED ELECTRIC CAR CHARGERPROPOSED CONCRETE FOREBAYPROPOSED 3' CURB CUT34PROPOSED 4' CURB CUT W/ METALSIDEWALK CULVERT35PROPOSED 3' CONCRETE CHASE W/METAL SIDEWALK CULVERT POOLUPUPUPUPUP UP UP UP UP UPUPUPBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8POOLBUILDING 9COMMUNITYBUILDINGBODE BOULEVARDDONELLA DRIVEARIA WAYPROPOSEDRAINGARDENPROP EMERGENCY ACCESSEASEMENT (WIDTH OF DRIVEAISLE, TYP.)BARK PARKEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX 9' UTILITY EASEMENTEX 9' UTILITY EASEMENTEX 9' UTILITYEASEMENTPAVE ACCESS DRIVE INPORTLAND CONCRETE TO ROWPAVE ACCESS DRIVE INPORTLAND CONCRETE TO ROWPAVE ACCESS DRIVE INPORTLAND CONCRETETO ROWE.H.BARKER ET.AL.(PARCEL NO. 8708400002)R20'R20'R2 0 'R20'R20'R 2 0 'R20'R20' R 3 'R3'R 3 'R20'R 3 'R3'R 2 0 '41111111111111111111111111444444444444444444444444444444444444444455555555566666666661010101010101010101010101011111188888787789999991313131313131313131313131313131313131313131313131313131313131313131313121212121212EX 9' UTILITY EASEMENTR20'R20'10101010410721134214516431414141414141414161616351416141420202522R3'R3'R3'R3'R3'R3'R15'R15'R20'R3'R 3 'R15'R15'R3'R2'R15'R3 'R3'R3 'R3'R3'R3'R20'R3'R2'R 3 'R3'R3 'R3'R2'R3'R3'R 3 'R3'R3'R 3 ' R3'R20'R20'R20'R20'R3'R3'R20'R20'EX 9' UTILITYEASEMENTEX PROP PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENTEX 4' ACCESSEASEMENTEX 4' ACCESSEASEMENTEX PROPERTYBOUNDARY/ ROWR3'11122R2'101010104441416R2'R2'4461414662912123030PAVE ACCESS DRIVE INPORTLAND CONCRETETO ROW30302811282626282628263232322727PROP UTIL ESMTPROP UTIL ESMTPROP UTILESMTPROP UTIL ESMTPROP UTILESMTPROP UTIL ESMTPROP UTIL ESMT352218181821212220202020202020MATCH LINESEE SHEET C-00614222DELOZIER ROADPROP 10'SIDEWALKPROP 10'SIDEWALKPROP 10'SIDEWALKPROP 5'SIDEWALKPROP 5'SIDEWALKPROP 5'SIDEWALKPROP 5'SIDEWALKPROP 5'SIDEWALK2323232323231717PROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENT1111111668547810141614531313131313131313131313131313131R3 'R3'R3'R3'R3'R3'R3'R15'R3'R3'R3'R3'R3'R3'R3'R3'R3'R3'R3'R3'R3 'R3'R 3 'R3'R3'R 1 5 ' R2 'R15'R 3 'R3'R3'R3'R2'R3'272710232327272727171716142020PROP DRAINAGE ESMTSHEET 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 HORIZONTAL CONTROL PLAN (SOUTH)C-007720JUNE 14, 2023801-004JRGJRGJRGASPEN0'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.NOTES .1.SEE TYPICAL ROADWAY SECTION SHEET C-003, FOR APPLICABLE BLOOM FILING THREESTREETS. SEE PLANS, BY OTHERS, FOR MASTERPLAN STREET SECTIONS.2.SEE SHEET C-002 FOR MASTER LEGEND, SYMBOLS, AND GENERAL CONSTRUCTIONNOTES.3.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE.4.THE PROPERTY BOUNDARY SERVES AS THE "LIMITS OF DEVELOPMENT" (LOD).OFFSITE WORK WILL BE REQUIRED FOR DRIVEWAY ACCESS AND UTILITYIMPROVEMENTS. THE LIMITS OF DEVELOPMENT FOR THESE AREAS HAVE BEEN CALLEDOUT AND SHOWN IN THIS PLAN.5.SEE DETAIL SHEETS FOR STOP, STREET NAME, & SIGN POST DETAILS. SEE THISSHEET FOR SIGN LEGEND.6.PLEASE REFER TO THE PLAT FOR EMERGENCY ACCESS AND ALL OTHER EASEMENTSFOR THE PROPERTY.7.ALL LONG LINE PAINT SHALL BE HIGH BUILD WATERBORNE PAINT, APPLIED AT 22-24MILS WET. ALL OTHER PAVEMENT MARKINGS SHALL BE 125 MIL THERMOPLASTIC.8.THE LIMITS OF DEVELOPMENT IS THE BACK-OF-CURB OF ALL PERIMETER PUBLICSTREETS.123456789101114151819202122232425262728293031321633ENDSSIDEWALKKEY NOTE LEGEND .PARKING LINE, (SOLID) WHITE 4" WIDE(TYP) USE THERMOPLASTIC IN ROWPROPOSED RAIN GARDENPROPOSED 2' WIDE CURB CUTINSTALL HANDICAP RAMPHANDICAP ACCESSIBLE PARKINGSPACE WITH THERMOPLASTICSTENCILCROSSWALK MARKING PER LCUASSSTD. DRAWING 1404 (TYP.)INSTALL NORTH AMERICAN GREENC350 EROSION CONTROL FABRICINSTALL TYPE III BARRICADEPROPOSED 2' CONCRETE TRICKLEPANPROPOSED HANDRAILS AT WALKPROPOSED DRIVE OVER CURB ANDGUTTERPROPOSED 4' WIDE CURB CUT WITHCONC CHASEPRIVATELY OWNED & MAINTAINEDSIGNPROPOSED MSE WALLFORT COLLINS STREET NAME SIGNSPROPOSED 7' CURB CUT W/ TRANSITIONTO 3' CONCRETE CHANNELSTANDARD DRIVEWAY APPROACHPER LCUASS DETAIL 707.1 (TYP)PROPOSED ELECTRIC CAR CHARGER2' x 8" TALL BLOCK OUT IN WALL FORDRAINAGEINSTALL (5) OM4-3 SIGNS AT DEADENDPROPOSED 2.5' CURB AND GUTTERPROPERTY BOUNDARYPROPOSED EMERGENCY ACCESS OR UTILITY EASEMENTPROPOSED ROW LINEPROPOSED BUILDINGPROPOSED (PRIVATE) 1.5' CURB AND GUTTERLIMITS OF DEVELOPMENT (LOD) 9'9'9'9'5'9'REGULAR PARKINGADA VAN PARKINGADA CAR PARKING17' 17' 17'PROPOSED LIGHT POLELEGEND PARKING TYPICAL DIMENSIONS PROPOSED SIGN18"12"ACCESSIBLEVAN-18"12"PARKINGRESERVEDPARKINGRESERVEDSIGNAGE LEGEND FIRELANEPARKINGNO18"12"STOPR1-1ANGELAAVENUEPRIVATELYMAINTAINED PRIVATEDRIVEPRIVATELYMAINTAINED1'1'BODEBOULEVARDPRIVATELYMAINTAINEDINSTALL BICYCLE RACK W/ CONC PADINSTALL STOP SIGN (R1-1)INSTALL NO PARKING FIRE LANESIGN. R8-31INSTALL HANDICAP ACCESSIBLEPARKING SPACE SIGN. R7-8INSTALL HANDICAP ACCESSIBLEPARKING SPACE SIGN. R7-8aPROPOSED 2' METAL SIDEWALKCULVERTPROPOSED 6' WIDE CONCRETECROSS PANPROPOSED 2' WIDE CURB CUT (w/CONC CHASE, AS APPLICABLE)1213PROPOSED 2.5' VERTICAL CURBPROPOSED 1.5' VERTICAL CURB17PROPOSED DRY STACK BOULDERWALLPROPOSED CONCRETE FOREBAYPROPOSED 3' CURB CUT34PROPOSED 4' CURB CUT W/ METALSIDEWALK CULVERT35PROPOSED 3' CONCRETE CHASE W/METAL SIDEWALK CULVERTEAE = EMERGENCY ACCESS EASEMENT 41 4 2 3935363738 39 404040 4 0373838393939 39 41 4142 4 2 404039 4039 393940 40 40 4140 404 1 41 4242 4141424040 39 3941 41414 1 40 37 38 3939 40 37 38 39 4138393939 38 38 3939 35 35 4 0 34 3436 36 37 3738 38 3939344 0 3 8 39 41414040 4141 41414040393534 36 37 38394037383938393637383937383938393938 37 40404141414 0 4140 38 39 4 0 40 40 41 41 414 1 40404040 41 414241424240404041414142424 2 4241424241 42 42 4240 404041403941424344 41 41414 1424 2 41 41 40 40 41 414242 42 4240 41 42 43 4442 424243 4344 44424 2 4 2 414241 41 42 43 45454243434444424344444444 44 45 4242 42 43 4343 43 44 46 45 454344 4646 46 46454646 4643 45 4545454344464646464747 474643 43 4 3 41 42 4444454446474544 46 4747 4742 41 41 41 42 43 40 41 41 41 41 42 42 4343 41 414141 41 41 44 44424242 42 41464040373738383939414243444536 36 40 44 37 38 39 41 42 43 45 46403 6 3 7 3 8 3 9 38393 5 3737 38 39 40 41 42 4336 44 464 4 4 5 4 6 4645454647COCOCOCOPOOLUPUPUPUPUPUP UPUPUP UP UPUPUP UP UP UPUPUP UPUP LOT 1/ PHASE 1LOT 2/ PHASE 2LIMITS OF DISTURBANCEBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8BUILDING 9COMMUNITYBUILDINGBUILDING 10BUILDING 11BUILDING 12BUILDING 13BUILDING 14BUILDING 15BODE BOULEVARDANGELA AVENUEINTERNATIONAL BLVD.DONELLA DRIVEARIA WAYARIA WAY E.H.BARKER ET.AL.(PARCEL NO. 8708400002)EX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ROWPOOLPROPOSEDRAINGARDENPLAYGROUNDTOTLOTBARK PARKLIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OFDISTURBANCELIMITS OF DISTURBANCESFSFSFSFSFSFSFSFSFSFSFSFGFGFGFVTCVTCVTCVTCIPIPIPIPIPIPIPIPIPIPIPIPIPIPINSTALL OUTLETGRAVEL FILTERRSRSRSRSRSGBRSRSRSRSRSGBGBRSRSRSRSIPIPIP5DELOZIER ROAD IPIPIPIPIPIPEX TOPOCONTOUR(TYP)MASTERPLANPROP CONTOUR(TYP)EX TOPOCONTOUR(TYP)MASTERPLANPROP CONTOUR(TYP)EX TOPOCONTOUR(TYP)MASTERPLANPROP CONTOUR(TYP)EX TOPOCONTOUR(TYP)MASTERPLANPROP CONTOUR(TYP)GBVTCVTCSFRSIPRSIPIPLOT 1/ PHASE 1LOT 2/ PHASE 2PROP 10'TYPE R INLETPROP 10'TYPE R INLETPROP 10'TYPE R INLETPROP 10'TYPE R INLETPROP CDOTTYPE D INLETPROP CDOTTYPE C INLET454543PROP CDOTTYPE C INLETINSTALL OUTLETGRAVEL FILTER1PROP 10'TYPE R INLETPROP 10'TYPE R INLETPROP 10'TYPE R INLETPROP 10'TYPE R INLETEX PROPERTYBOUNDARY/ROWCWOPROP 10'TYPE R INLETIPSHEET 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 EROSION CONTROL PLANC-008820JUNE 14, 2023801-004JRGJRGJRGASPEN0'SCALE: 1" = 60'60'120'NOTES: .1.PERIMETER SILT FENCE SHALL BE INSTALLED ALONGPROPERTY BOUNDARY, AND IS SHOWN OFFSET FROMPROPERTY BOUNDARY ON THIS PLAN FOR CLARITY.·PERIMETER SILT FENCE AROUND SITE = 3,709 LF . WHEREACCESS DRIVES OCCUR AND TRACKING PADS ARE INSTALLED,SILT FENCE WILL NOT OCCUR AND WILL STOP AT EDGE OFTRACKING PADS.2.ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED.3.STOCK PILES SHALL NOT TO EXCEED 10' IN HEIGHT.4.ALL OFFSITE AREAS DISTURBED DURING CONSTRUCTION ARETO BE RE-VEGETATED AND RETURNED TO HISTORICCONDITION. STRAW WATTLES OR GRAVEL INLET FILTERS MAYBE INSTALLED (IF NECESSARY AND AS REQUIRED) ONEXISTING, OFFSITE/DOWNSTREAM INLETS.5.VEHICLE TRACKING PAD(S) LOCATIONS SHALL BE DETERMINEDBY THE CONTRACTOR, PRIOR TO CONSTRUCTION, AND SHALLBE INSTALLED ACCORDINGLY.6.SEE SHEET C-009 & C-010 FOR EROSION CONTROL NOTES ANDDETAILS.7.NORTH AMERICAN GREEN C350 FABRIC WILL BE UTILIZED ATMINOR OUTFALL LOCATIONS SHOWN, WITH CONCRETEFOREBAYS UTILIZED WHERE LARGER STORM FLOWS WILLDISCHARGE TO THE LARGE PROPOSED LID BASIN IN THESOUTHERN END OF THE SITE.8.PERMANENT STORMWATER CONTROL MEASURES SUCH AS LIDBASINS, RAINGARDENS, STORM TECH SYSTEMS, BIOSWALES ORBIORETENTION PONDS SHALL BE CONSTRUCTED IN THE LASTPHASE OF CONSTRUCTION ON THE SITE TO MINIMIZE THEPOTENTIAL FOR SEDIMENTATION. ONCE THE RAIN GARDEN ISINSTALLED, SILT FENCE SHALL BE PLACED AROUND THE RAINGARDEN FOR PROTECTION AND TO MITIGATE SEDIMENTATION.9.NO DEBRIS OR MUD SHALL BE TRACKED ONTO ADJACENTSTREETS AND ANY TRACKING THAT DOES OCCUR, WILL BECLEANED IMMEDIATELY BY THE CONTRACTOR.10.PER CITY EROSION CONTROL REQUEST, CONTRACTOR TO NOTETHAT SYMBOLS SHOWN ON THIS PLAN ARE NOT TO SCALE.LEGEND .INSTALL VEHICLE TRACKING PADINSTALL SILT FENCEINSTALL CONCRETE WASHOUTHAY OR STRAW DRY MULCH (1-5%)INSTALL 12" STRAW WATTLE CHECK DAMLIMITS OF DISTURBANCEINSTALL CURB INLET GRAVEL FILTERINSTALL AREA INLET GRAVEL FILTERPROPOSED DIRECTION OF SURFACE FLOWINSTALL ROCK SOCK FILTERINSTALL GRAVEL CURB CHECK BAGINSTALL NORTH AMERICAN GREEN C350PROPOSED MAJOR CONTOUR - 5 FT INTERVALPROPOSED MINOR CONTOUR - 1 FT INTERVALEXISTING MAJOR CONTOUR - 5 FT INTERVALEXISTING MINOR CONTOUR - 1 FT INTERVALVTCSFWIPIPGBMUCWORSGFEXISTING DIRECTION OF SURFACE FLOWINSTALL RIPRAP PROTECTION (TYPE M D =12")RR503536FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.KEY NOTE LEGEND .1PROPOSED 30" DRAIN BASIN2PROPOSED 12" DRAIN BASIN3PROPOSED 15" DRAIN BASIN4PROPOSED 18" DRAIN BASIN5PROPOSED AREA INLET W/ MH BASE www.herefordnrcd.com/Straw_Wattles.pdf) AND PER DETAILSAND INSTALLATION INSTRUCTIONS CALLED FOR ON THIS SHEET.2. IF GRAVEL INLET FILTERS ARE USED, REFER TO "CURB INLET GRAVEL FILTER" DETAIL, THIS SHEET.STRAWWATTLE/ROCKSOCK CHECKDAMwww.herefordnrcd.com/Straw_Wattles.pdfWOODENSTAKE(TYP)STRAWWATTLEWOODENSTAKE(TYP)EMBEDWATTLE/ROCKSOCK FILTERS3" TO 5" INTOSOILEMBEDWATTLE/ROCKSOCK 3" TO 5"INTO SOILGeneral Erosion Control RequirementsThese notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater Criteria Manual (FCSCM), and that any conflict is resolvedby the more stringent requirement controlling.1)The Property Owner, Owner's Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the developing entity(here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control Criteria set forth in the Manual as anattempt to identify erosion, sediment, and other potential pollutant sources associated with these Construction Activities and preventing those pollutants fromleaving the project site as an illicit discharge. Full City requirements and are outlined and clarified in the Manual under Chapter 4: Construction Control Measuresand should be used to identify and define what is needed on a project.2)The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, the DevelopmentAgreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials are applicable to this project.3)The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final stabilizationof the construction site.4)The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities on this site toallow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request) that the site is in fact protectedfrom sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those Initial Erosion Control Inspections well in advance sothat demolition, clearing, grubbing, tree removal, and scraping may begin without delay. Failure to receive an on-site confirmation before construction activitiescommence is an automatic “Notice of Violation” and can result in further enforcement actions.5)The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward properties. This includesbut is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams, rivers, and utilities that are not designed for removal,relocation, or replacement in the course of construction.6)At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired, replaced, andultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as a result of construction activitiesassociated with this project.7)All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those construction activitiescommencing.8)As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures in addition, or different,to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures that are most effective with the current stateand progress of construction. The Developer shall implement whatever measures are determined necessary, and/or as directed by the City Erosion ControlInspector. The Developer shall insure that all Erosion Control Plans (Maps) or SWMP documents are updated to reflect the current site conditions, with updatesbeing initialed and dated. These site inspections and site condition updates shall be made available upon request by the City.9)All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents (Including but notlimited to the erosion control reports, development agreements, landscape, and drainage materials) shall meet or exceed the most restrictive language for City,County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution source Control Measures. The Developer shall beresponsible to comply with all of these aforementioned laws and regulations.10)The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction Activity, Dewatering,Clean Water Act, Army Corps of Engineers' 404 Wetlands Mitigation Permit, etc.) have been attained prior to the relevant activity has begun. These permits orcopies shall be made available upon request by the City.11)The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and self-inspections,etc. of the Control Measures involved in the construction activities.12)The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans for the site or siteconditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be responsible for anyexplanations, interpretations, or supplementary data provided by others.13)All Control Measures shall be installed in accordance with the Manual.14)The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal authority.15)As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot be justified. Inthese cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of the Manual.16)Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks during constructionand within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained by the contractor.17)All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of their intendedfunction. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause theirrelease into any drainage way.18)Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater protection thanthe original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle alone on commercial construction siteshave shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied by a construction fence to prevent vehicle traffic.19)Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require the review andacceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control Measures' details shall be submitted,reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and effectiveness in accordance with sound engineeringand hydrological practicesLand disturbance, Stockpiles, and Storage of Soils20)There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be preapproved bythe City. Disturbances beyond these limits will be restored to original condition.21)Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetation shall be limited tothe area required for immediate construction operations, and for the shortest practical period of time. This should include sequencing and phasing constructionactivities in a way so that the soil is not exposed for long periods of time by schedule or limit grading to small areas. This should also include when practicaladvancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately after grading has occurred. Vegetation efforts shallstart as soon as possible to return the site to a stabilized condition. Sensitive areas should avoid clearing and grading activities as much possible.22)All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to prevent materials fromleaving the site.23)All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition at alltimes by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil surface until mulch, vegetation, and/orother permanent erosion control is installed.24)No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface roughening,watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code §12-150.All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no later than the completion of construction activities orabandonment of the project. All off-site stockpile storage locations in City limits shall have a stockpile permit from the City Engineering Department prior to usingthe area to store material. If frequent access from hardscape to the stockpile is needed a structural tracking Control Measure shall be implemented.25)All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the required erosion ControlMeasures must be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosioncontrol report.26)All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall be protected withControl Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the protection has failed, the pipes shall bethoroughly cleaned out.27)All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction activity through theuse of Control Measures.28)All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape shall havesome form of effective sediment control as the, or as part of the, perimeter control.29)All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sediment transport through useof Control Measures.30)No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary seeding orpermanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned; this includes any project that istemporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwise approved by the City Erosion Control Inspector. Duringa season when seeding does not produce vegetative cover, another temporary erosion control shall be implemented with or until temporary seeding or permanenterosion control can be performed.31)All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to the front yet onthose cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street, those individual lots will need protection onthat down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details for further clarification.Vehicle Tracking32)At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.) shall have installed atleast one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate perimeter control shall be considered a pointwhere vehicles exit the site. Access points should be limited to as few entrances as possible (All perimeter areas shall be protected from tracking activities).33)In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is required. All inletslocated near access points and affected by tracking activities shall be prevented from the introduction of sediment into the drainage system.34)City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from anysource. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private property if there is a significant potential formigration of such pollutant. Therefore, all tracked or deposited materials (intentional or inadvertent) are not permitted to remain on the street or gutter and shallbe removed and legally disposed of by the Developer in a timely and immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections ofcode and shall not be permitted in the street right of way (public or private).35)If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City Erosion ControlInspector. Loading and Unloading Operations36)The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site in closeproximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking, and sedimentdeposition that could impact water quality.Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals37)Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material during routine inspectionand will generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways.38)Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater (lubricants, fuels,paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site where practical. When not practical, they should bestored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or stormwater runoff. Where not available, they shall be stored outside ina raised (high spots or on pallets), covered (plastic or tarped), and sealed (leak proof container) in secondary containment location. The secondary containment orother Control Measure shall be adequately sized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainageways and shall be monitored as part of the routine inspections.Vehicle and equipment maintenance and fueling39)Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel storage areas.This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored aspart of the routine inspections. All areas shall keep spill kits and supplies close.Significant Dust or Particulate generating Process40)The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activitiesthat result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All requiredpractices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction activities until thewind subsides as determined by any City Inspectors.Concrete truck / equipment washing, including the concrete truck chute and associated fixtures and equipment41)All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These Control Measuresshall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part ofthe routine inspections. These areas shall be clearly identified and protected from any wash from leaving the Control Measure. If frequent FORT COLLINSSTORMWATER CRITERIA MANUAL Appendix F Page 7 access from hardscape to the Control Measure is to occur, a structural tracking Control Measure shall beimplemented. These Control Measures shall be frequently cleaned out.42)The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not washing or dumpingwash water on to the dirt or other uncontrolled locations.Dedicated Asphalt and concrete batch plants43)Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed written requestand plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The Developershall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants that is to be used on site.Concrete Saw Cutting Materials44)Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall preventmaterial from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all material and shall have proper andlegal disposal.Waste Materials Storage and Sanitary Facilities45)Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim stormwater structuresor drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of the wind and covered as able. Where not able tocover, locating said areas on the side of other structures to reduce exposure to winds, and follow maximum loading guidelines as marked on the container. TheDeveloper is required to practice good housekeeping to keep the construction site free of litter, construction debris, and leaking containers.46)Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. These facilities shall also belocated as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material transport from leaving the local area. Thisconsists of the facility being located, where practical, at least fifty (50) feet from any permanent or interim drainage ways.Other Site Operations and Potential Spill Areas47 )Spills: For those minor spills that; are less than the State's reportable quantity for spills, stay within the permitted area, and in no way threaten anystormwater conveyance, notify the FORT COLLINS STORMWATER CRITERIA MANUAL Appendix F Page 8 City of Fort Collins Utilities by email at erosion@fcgov.comor phone (970) 817-4770. For any significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) hasbeen notified and is on route, County Health Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985, and the State SpillHotline Incident Reporting have been contacted 1-877-518-5608. Written documentation shall be provided to the City within 5 days of the event. All spills shall becleaned up immediately.48)Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as these have proven tocause entrapment issues.Final stabilization and project completion49) Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the project andbefore turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term maintenance of those facility.50)All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures.51)All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans within 14 working daysof final grading.52 Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections 12-130 through12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code.53)All seeding shall refer to landscaping plans for species mixture and application rates and depths requirements.54)All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate as prescribed for drillseeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes steeper than 3(H):1(V) or on other areas notpractical to drill seed and crimp and mulch. All hydroseeding must be conducted as two separate processes of seeding and tackification.55)All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately applied tackifier. The useof crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded before vegetation has been established.Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an erosion mat or approved equal to ensure seed will be able togerminate on the steep slopes. During a season when seeding does FORT COLLINS STORMWATER CRITERIA MANUAL Appendix F Page 9 not produce vegetativecover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanent erosion control can be performed.56)The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent (70%) vegetative coverhas been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual Chapter 4: Construction ControlMeasures.57)The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been obtained. All ControlMeasures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed from the site. When any Control Measure isremoved, the Developer shall be responsible for the cleanup and removal of all sediment and debris from that Control Measure. At the point at which the site hasbeen deemed stabilized and verified by City Erosion Control Inspector, all temporary Control Measures can then be fully removed. All measures shall be removedwithin 30 days after final stabilization is achieved.58) The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1) stabilization has beenreached and 2) all Control Measures and/or BMPs have sediment materials collected and the Control Measure removed from the site. At that time the site will beconsidered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties.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 EROSION CONTROL NOTES & DETAILSC-009920JUNE 14, 2023801-004JRGJRGJRG SLOPEINSTALLATIONDETAILDrawing Not To Scale1.Prepare soil before installing rollederosion control products (RECPs),including any necessaryapplication of lime, fertilizer, andseed.2.Begin at the top of the slope byanchoring the RECPs in a6"(15cm) deep X 6"(15cm) widetrench with approximately 12"(30cm) of RECPs extended beyondthe up-slope portion of the trench.Anchor the RECPs with a row ofstaples/stakes approximately 12"(30cm) apart in the bottom of thetrench. Backfill and compact thetrench after stapling. Apply seed tothe compacted soil and fold theremaining 12"(30cm) portion ofRECPs back over the seed andcompacted soil. Secure RECPsover compacted soil with a rowof staples/stakes spacedapproximately 12"(30cm) apartacross the width of the RECPs.3.Roll the RECPs (A) down or (B)horizontally across the slope.RECPs will unroll with appropriateside against the soil surface. AllRECPs must be securely fastenedto soil surface by placingstaples/stakes in appropriatelocations as shown in the staplepattern guide.4.The edges of parallel RECPs mustbe stapled with approximately 2" -5" (5-12.5cm) overlap dependingon the RECPs type.5.Consecutive RECPs spliced downthe slope must be end over end(Shingle style) with an approximate3"(7.5cm) overlap. Staple throughoverlapped area, approximately12"(30cm) apart across entireRECPs width.Drawn on: 5-4-17Disclaimer:The information presented herein is general design information only. For specific applications,consult an independent professional for further design guidance.2"-5"(5-12.5cm)3B42513A12"(30cm)6"(15cm)6"(15cm) *NOTE:In loose soil conditions, the use ofstaple or stake lengths greater than6"(15cm) may be necessary toproperly secure the RECP's.3"(7.5cm)5401 St. Wendel - Cynthiana Rd.Poseyville, IN 47633PH: 800-772-2040www.nagreen.comCHANNELINSTALLATIONDETAILDrawing Not To Scale1.Prepare soil before installing rollederosion control products (RECPs),including any necessary application oflime, fertilizer, and seed.2.Begin at the top of the channel byanchoring the RECPs in a 6"(15cm)deep X 6"(15cm) wide trench withapproximately 12"(30cm) of RECPsextended beyond the up-slope portionof the trench. Use ShoreMax mat at thechannel/culvert outlet as supplementalscour protection as needed. Anchor theRECPs with a row of staples/stakesapproximately 12"(30cm) apart in thebottom of the trench. Backfill andcompact the trench after stapling. Applyseed to the compacted soil and fold theremaining 12"(30cm) portion of RECPsback over the seed and compacted soil.Secure RECPs over compacted soilwith a row of staples/stakes spacedapproximately 12" apart across thewidth of the RECPs.3.Roll center RECPs in direction of waterflow in bottom of channel. RECPs willunroll with appropriate side against thesoil surface. All RECPs must besecurely fastened to soil surface byplacing staples/stakes in appropriatelocations as shown in the staple patternguide.4.Place consecutive RECPs end-over-end(Shingle style) with a 4"-6" overlap. Usea double row of staples staggered 4"apart and 4" on center to secureRECPs.5.Full length edge of RECPs at top of sideslopes must be anchored with a row ofstaples/stakes approximately 12"(30cm)apart in a 6"(15cm) deep X 6"(15cm)wide trench. Backfill and compact thetrench after stapling.6.Adjacent RECPs must be overlappedapproximately 2"-5" (5-12.5cm)(Depending on RECPs type) andstapled.7.In high flow channel applications astaple check slot is recommended at 30to 40 foot (9 -12m) intervals. Use adouble row of staples staggered4"(10cm) apart and 4"(10cm) on centerover entire width of the channel.8.The terminal end of the RECPs must beanchored with a row of staples/stakesapproximately 12" (30cm) apart in a6"(15cm) deep X 6"(15cm) wide trench.Backfill and compact the trench afterstapling.Drawn on: 5-4-17Disclaimer:The information presented herein is general design information only. For specific applications,consult an independent professional for further design guidance.2"-5"(5-12.5cm)62412"(30cm)6"(15cm)6"(15cm)4"-6"(10-15cm)86"(15cm)574"(10cm)31ABCABC NOTES:*Horizontal staple spacing should bealtered if necessary to allow staples tosecure the critical points along the channelsurface.**In loose soil conditions, the use of stapleor stake lengths greater than 6"(15cm) maybe necessary to properly secure theRECP's. CRITICAL POINTSA. Overlaps and SeamsB. Projected Water LineC. Channel Bottom/Side Slope Vertices4"(10cm)6"(15cm)5401 St. Wendel - Cynthiana Rd.Poseyville, IN 47633PH: 800-722-2040www.nagreen.comSHEET 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 EROSION CONTROL DETAILSC-0101020JUNE 14, 2023801-004JRGJRGJRG 41 4 2 4 0 40 40 41 41 414 1 4040404041414241 42 42 4240 404041403941424344 41 41414 1424 2 41 41 40 40 41424242 40 41 42 43 44424242 43434444424242 4243 45454243434444424344444444 44 45 4242 42 43 4343 43 44 46 45 454344 4646 46 46454646 4643 45 4545454344464646464747 474643 43 43424444 454446474544 46 4747 4742414141 4141 4444 46POOLUPUPUPUP UPUPUP UP UPUP LOT 1/ PHASE 1LOT 2/ PHASE 2414243444540 444142 43 45 41 42 43 44 46444546 46454547BUILDING 7BUILDING 8POOLBUILDING 9BUILDING 10BUILDING 11BUILDING 12BUILDING 13BUILDING 14BUILDING 15INTERNATIONAL BLVD.ARIA WAY PROP EMERGENCY ACCESSEASEMENT (WIDTH OF DRIVEAISLE, TYP.)PLAYGROUNDTOTLOTEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENTEX 15' UTILITYEASEMENTEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTPAVE ACCESSDRIVE IN PORTLANDCONCRETE TO ROWWHITHAM FARMS, LLC(PARCEL NO. 8709000039)WHITHAM FARMS, LLC(PARCEL NO. 8709000004)20' ELCO EASEMENT(BOOK 1740 PAGE 881 (#11)DELOZIER ROAD 45.0945.0345.8545.754 6 . 0 545.7945.6945.5346.454 6 . 5 0 46.5046.234 5 . 3 845.044 4 . 9 444.6342.0040.2040.7239.8840.2240.3039.0539.3939.7541.31 41.5542.7342.17 43.3542.3442.71 44.5044.6044.8645.3146.0544.1042.9042.9042.7242.0941.8541.2841.0541.7041.8140.6040.6142.5242.8043.3043.174 3 . 2 5 44.0244.9641.86FF 47.00FF 47.75FF 46.80FF 44.60FF 44.84FF 43.75FF 42.95FF 41.55FF 40.9245.314 6 . 0 545.31 4 5 . 7 5 45.294 5 . 2 0 4 4 . 9 9 4 5 . 2 4 4 3 . 9 4 45.504 5 . 2 5 4 5 . 1 0 45.4645.16 4 4 . 5 7 4 4 . 9 1 44.5744.8344.8844.5544.3244.0644.2444.24 43.7344.2043.7444.0244.4843.4044.1144.3044.334 4 . 6 644.504 4 . 2 1 4 4 . 3 0 43.0044.00 4 3 . 8 443.5443.6541.3041.7041.0741.5040.20 4 2 . 9 2 41.614 1 . 7 2 42.004 0 . 8 9 40.9540.834 0 . 8 0 4 4 . 5 043.1043.0042.7442.7041.22 42.2041.0041.3741.05 40.2539. 1 5 39.6039.554 1 . 3 0 4 0 . 2 0 4 0 . 4 5 43.4141.4842.0640.88 4 1 . 4 2 39.9040.534 0 . 7 2 4 0 . 5 5 4 0 . 3 039.213 9 . 4 1 3 9 . 0 0 41.9040.25 39.7039.9240.2839.4839.71 41.3939.3641.3641.6242.1541.9044.8144.8544.82 4 4 . 8 8 4 4 . 8 3 4 3 . 6 4 4 3 . 3 0 4 3 . 4 4 4 2 . 3 7 4 2 . 6 242.1741.35 45.7141.53 42.05 4 3 . 1 5 4 3 . 2 6 4 2 . 8 3 43.2743.354 3 . 5 0 4 3 . 7 5 4 2 . 7 640.0540.3140.3842.2840.8043.6046.3346.3346.3347.0847.0845.804 0 . 2 0 40.7039.9241.9542.0042.4043.9343.9343.60 43.5046.3346.3346.0047.0844.1741.3040.8843.6043.6042.5046.7546.7540.9742.754 6 . 1 3 4 5 . 9 1 4 7 . 0 8 46.0046.00 45.804 4 . 1 7 4 3 . 8 4 4 3 . 8 4 4 3 . 8 4 4 3 . 8 4 44.1746.7546.7543.9342.57 43.1942.7042.30 41.93 ANGELA AVENUEEX 4' ACCESSEASEMENT99939788991611111111131198914477777112055STEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIRED444444447MATCHLINESEE SHEET C-012EX PROPERTYBOUNDARY/ ROWSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDEX PROPERTYBOUNDARY/ ROWPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP 6' SIDEWALKPROP 6' SIDEWALKPROP 10' SIDEWALKPROP 10' SIDEWALKPROP 5' SIDEWALKPROP 5' SIDEWALKPROP 5' SIDEWALK8843.9443.9343.9343.9343.9342.531144.6743.7744.1944.2042.8642.2541.9442.3942.1042.2941.2941.6541.0740.9946.0546.1446.2346.174 5 . 8 8 45.944 5 . 7 8 45.8046.1346.1346.1342.3043.0843.0842.7542.7542.6042.054 3 . 1 5 44.5044.2442.0041.794 4 . 4 7 4 4 . 1 7 43.754 3 . 7 4 4 3 . 6 643.6143.1942.6440.2740.174 0 . 4 3 40.184 2 . 7 0 4 2 . 4 5 41.4541.154 1 . 6 439.6240.0239.4139.97938.754 1 . 0 041.1340.86740.3040.5640.7240.3041.504 0 . 9 5 3 9 . 7 9 3 9 . 3 9 3 9 . 5 0 3 9 . 3 0 3 9 . 2 239.61 3 9 . 9 2 40.25 4 0 . 2 5 42.1941.0041.2841.5041.6541.9041.8042.0641.20 40.90 40.7040.6040.5441.2040.9439.92 39.9542.2042.2442.0941.8442.7042.96 42.8042.2842.2842.2841.951140.8840.5540.5540.5540.5541.2941.9241.964 2 . 0 042.0042.0042.0042.1142.1142.1142.1142.2142.1842.2442.0042.5042.004 1 . 7 0 41.5041.8041.7041.9041.8040.4040.4046.7546.7546.4646.7046.6045.4845.4545.7845.1045.0088111111142.14313151515 151515444443.7843.2842.5744.2744.0146.8746.2846.0045.494 5 . 4 0 4 5 . 4 144.9646.2446.1346.884 5 . 6 845.3445.2945.8545.9546.1146.0843.8444.1044.0243.7744.3243.8441.7242.4042.3639.65 40.1 040.0342.744 0 . 7 5 40.284 0 . 5 0 4 0 . 6 3 40.6640.5641.8041.8041.8141.9041.9041.9341.7941.9440.3540.8940.8840.6041.574 0 . 8 740.6640.69STEPS REQUIRED40.24 ME39.84 ME43.084 3 . 0 8 43.6743.5942.6241.8041.6041.6640.3040.15 40.0841.5841.7640.9040.9540.6640.8440.8042.0542.2042.1541.9041.6541.1141.2741.4741.8941.9941.91 43.1242.72 45.3139.80 39.80 41.7341.6341.1141.0841.8041.71 43.5743.5343.2243.2442.20 42.7540.2739.80143.7539.6739.5441159888111191645.8440.0039.974NOTES.1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 4900 FEET,AND ARE BASED ON PRIVATE, EXISTING BENCHMARKS FOR THE PVHSCAMPUS, AND HAVE BEEN TIED TO CITY OF FORT COLLINS VERTICALCONTROL NETWORK DATUM. PLEASE SEE SHEET C-002 FOR PROJECTBENCHMARK INFORMATION.2.SEE SHEET C-002 FOR GENERAL CONSTRUCTION NOTES, MASTER LEGENDAND ABBREVIATIONS. THE LIMITS OF THE DEVELOPMENT IS THE PROPERTYBOUNDARY, WITH THE EXCEPTION OF THE ACCESS DRIVE CONNECTIONS.3.ALL INTERIOR CURB AND GUTTER SHALL BE 1.5' w/ A 1' PAN UNLESS NOTEDOTHERWISE.4.PLEASE REFER TO THE GEOTECHNICAL REPORT FOR EXCAVATION, GRADING,AND PAVING RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECTSITE.5.PROPOSED OUTFALL AND INFALL CURB AND GUTTER SHALL BE PROVIDEDFOR INTERIOR PORTIONS OF THE SITE.6.REFER TO THE ARCHITECTURAL DRAWINGS FOR FINISH FLOORINFORMATION.7.REFER TO THE LANDSCAPE PLANS FOR HARDSCAPE DETAILS, PLANTINGPLANS AND EXISTING TREES TO BE PROTECTED IN PLACE.8.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPE MINIMUM,UNLESS SHOWN OTHERWISE.9.FLOWLINES OF CURB AND GUTTER AND CONCRETE PANS/CHASES WILLUTILIZE 0.5% MINIMUM ON INTERIOR OF SITE. SLOPES IN STREETS WILLVARY, AS REQUIRED TO MATCH EXISTING CONDITIONS.10.ALL PRIVATE AND PUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.11.THE FINISH FLOOR ELEVATION SHOWN EXCEEDS THE MINIMUM ELEVATIONREQUIRED FOR PROTECTION FROM THE 100-YR STORM.12.ALL CURB CUTS SHALL HAVE 1' TRANSITION TAPERS FROM 6" HIGH CURB TO0" HIGH CURB ON EACH SIDE OF THE CURB CUT, EXCEPT WHERECONNECTING TO A SIDEWALK CHASE.13.REFER TO THE LANDSCAPE PLANS BY VIGNETTE STUDIOS FOR LOCATIONSOF IRRIGATION VALVE BOXES, AND PLANTS.14.CONTRACTOR SHALL RAISE & RESET (OR LOWER, IF APPLICABLE) ALLELECTRICAL VAULTS, IRRIGATION VALVE BOXES, WATER VALVE COVERS,MANHOLE LIDS, AS MAY BE REQUIRED TO MATCH FINISH GRADE.15.ABBREVIATIONS:BOW = BOTTOM OF WALLTW = TOP OF WALLME = MATCH EXISTING16.REFER TO LANDSCAPE PLANS FOR CONCRETE SCORING/JOINTINGPATTERNS. CONCRETE JOINT PATTERNS, NOT SPECIFIED IN THE LANDSCAPEAND SITE PLANS, SHALL BE PROVIDED AND ALL CONCRETE JOINTS CAULKEDAND SEALED, PER CDOT M&S STANDARD DETAIL M-412-1.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 GRADING PLAN (NORTH)C-0111120JUNE 14, 2023801-004JRGJRGJRGASPEN0'SCALE: 1" = 30'30'60'1234567891011141516KEY NOTE LEGEND .PROPOSED DRAINAGE SWALEPROPOSED RAIN GARDENPROPOSED 2' WIDE CURB CUTPROPOSED STORM SEWER (SIZED IN FINAL DESIGN)PROPOSED NYLOPLAST DRAIN BASINPROPOSED TYPE C INLETINSTALL NORTH AMERICAN GREEN C350 EROSION CONTROL FABRICPROPOSED 2' CONCRETE TRICKLE PANPROPOSED 2' WIDE CURB CUT (w/ CONC CHASE, AS APPLICABLE)PROPOSED TYPE R INLETPROPOSED 2' METAL SIDEWALK CULVERTPROPOSED 4' WIDE CURB CUT WITH CONC CHASEPROPOSED MSE WALL2' x 8" TALL BLOCK OUT IN WALL FOR DRAINAGE1213PROPOSED CONCRETE FOREBAYPROPOSED 3' CURB CUT W/ CONC CHASE & 3' SIDEWALK CULVERT (AS APPL.)17PROPOSED 4' CURB CUT W/ METAL SIDEWALK CULVERT18PROPOSED 3' CONCRETE CHASE W/ METAL SIDEWALK CULVERT19PROPOSED CDOT TYPE D INLET20PROPOSED AREA INLET W/ MH BASE21PROPOSED 7' CURB CUT W/ TRANSITION TO 3' CONCRETE CHANNELFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES. COCOCOCO3935363738 39 404040403738383939393941414242404039403939394040404140 4041414242 4141424040 39 3941 41414 1 40 37 38 3939 40 37 38 39 4138393939 38 38 3939 35 35 4 0 34 3436 36 37 3738 38 39393440 3 8 39 41414040 4141 41414040393534 36 37 38394037383938393637383937383938393938 37 40404141414 0 4140 38 39 40 40 40 41 414241424240404041414142424 2 4241424241 42 42 4241 424142414141 42414141424340414141414242434341 4141 424242 42 41404037373838393936 36 37 38 394036373839383935373738394036 POOLUPUPUPUPUP UP UP UP UP UPUPUPBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8POOLBUILDING 9BODE BOULEVARDDONELLA DRIVEARIA WAYPROPOSEDRAIN GARDENPROP EMERGENCY ACCESSEASEMENT (WIDTH OF DRIVEAISLE, TYP.)PROP EMERGENCY ACCESSEASEMENT (WIDTH OF DRIVEAISLE, TYP.)EX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTEX 9' UTILITYEASEMENTPAVE ACCESSDRIVE IN PORTLANDCONCRETE TO ROWPAVE ACCESSDRIVE IN PORTLANDCONCRETE TO ROWPAVE ACCESSDRIVE IN PORTLANDCONCRETE TO ROWEXCLUSIVE WATERLINE EASEMENTRECEPTION NO. 200700800409 (#14)E.H.BARKER ET.AL.(PARCEL NO. 8708400002)FF 42.95FF 41.55FF 42.53FF 40.92FF 41.71FF 42.50FF 43.30FF 41.30FF 39.40FF 40.3041.2040.4241.5542.3041.3741.1040.3040.6340.6339.5039.2239.4039.0038.9039.49 42.6342.30 41.35 39.504 1 . 7 5 4 2 . 5 3 3 9 . 8 5 3 9 . 6 0 41.0 6 4 1 . 0 0 4 0 . 5 9 4 0 . 4 0 40.734 0 . 8 0 4 0 . 4 040.404 0 . 0 8 4 0 . 5 4 3 9 . 6 1 3 8 . 9 6 3 9 . 0 0 3 8 . 9 5 3 9 . 3 0 3 9 . 8 0 3 9 . 3 5 40.0240.0939. 6 1 3 9 . 3 2 39.10 39.323 8 . 3 9 3 8 . 5 1 3 8 . 2 4 3 7 . 7 7 3 7 . 9 0 3 8 . 2 0 3 8 . 2 0 3 7 . 7 4 3 7 . 5 0 3 8 . 7 3 3 8 . 7 5 3 9 . 0 0 3 8 . 5 0 4 0 . 7 1 4 0 . 7 1 38.374 1 . 0 4 3 8 . 2 9 3 9 . 9 0 4 0 . 5 640.0039.0539.2139.3939.9239.4839.764 0 . 7 0 41.814 0 . 3 8 ???38.7138.4539.4938.6842.6340.3040.3038.7338.403 8 . 4 0 39.6339.3039.3039.6340.2540.253 9 . 9 2 40.5340.7641.4142.1741.6841.0640.60???TOW???TOW???42.90??????42.2840.63 42.63 4 1 . 8 3 4 1 . 8 3 3 9 . 6 3 40.6339.2840.3540.6540.9040.6940.3039.6141.5238.6539.00 39.1938.1638.4438.50 3 8 . 6 0 3 8 . 3 0 3 7 . 9 5 3 8 . 6 0 3 8 . 4 0 3 9 . 6 4 3 9 . 4 0 4 0 . 2 4 4 0 . 1 0 40.184 1 . 3 7 4 0 . 9 7 40.903 8 . 5 6 3 9 . 8 4 3 9 . 0 0 3 9 . 4 1 39.4840.7040.6040.5440.0040.2840.7040.3940.3440.6040.2040.9340.9241.6241.2541.0441.1142.0641.7939.6240.1139.50 39.7639.5039.1539.184 0 . 7 0 4 0 . 3 6 4 0 . 7 0 4 0 . 7 0 4 0 . 4 2 4 0 . 3 9 4 1 . 0 6 38.6240.3040.2039.0037.9038.5038.5038.2038.9039.3039.3038.503 8 . 0 1 37.3037.6038.203 8 . 2 2 38.383 9 . 1 0 3 8 . 7 0 3 9 . 2 0 3 9 . 7 539.2639.3437.6037.8838.2038.4838.5237.703 8 . 8 639.3040.1040.0840.65 40.8840.74 40.86 4 2 . 1 0 4 1 . 8 0 4 0 . 8 640.7641.1639.6140.2040.324 1 . 8 3 4 1 . 8 3 4 1 . 5 0 4 1 . 5 041.5041.5040.1540.87 41.2541.40 39.703 8 . 7 9 39.9240.003 9 . 9 4 4 0 . 7 1 4 0 . 7 139.633 9 . 9 239.9041.4242.4141.86COMMUNITYBUILDING40.55 40.883 6 . 5 8 3 7 . 6 5 38.0138.273 9 . 1 9 42.6341.8741.50DELOZIER ROAD 39.6840.5040.2039.1938.7338.2838.7338.73212171298899898811111413138981316101012121311111111111889944444444444555619677422120821STEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDHANDRAILSREQUIRED89MATCHLINESEE SHEET C-011EX 4' ACCESSEASEMENTEX PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENTEX 4' ACCESSEASEMENTEX PROPERTYBOUNDARY/ ROWEX 9' UTILITYEASEMENT3 9 . 1 1 40.203 3 . 8 0 36.6033.5033.5033.5034.0033.50PROP 5' SIDEWALKPROP 5' SIDEWALKPROP 10' SIDEWALKSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIREDSTEPS REQUIRED39.03 ME39.36 ME3 8 . 0 6 ME37.65 ME39.23 ME38.41 ME38.33 ME37.98 ME2222PAVE ACCESSDRIVE IN PORTLANDCONCRETE TO ROWPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP 5' SIDEWALKPROP 5' SIDEWALKPROP 5' SIDEWALKPROP 10' SIDEWALKPROP 10'SIDEWALK40.5540.3439.8740.9040.71 40.46 40.9140.94 444 1 . 5 8 4 2 . 0 0 42.2841.9542.28 815158151541.24 55740.4740.8139.8340.39 41.9540.7640.7341.0841.1140.5042.2840.624441.0539.6240.9641.71 41.3141.5741.3741.7341.62 41.6241.6241.7241.6441.3541.2041.5540.7640.7040.82815158151540.5340.3440.3139.9439.9139.3239.3039.0639.0342.30 42.301181515815158151540.30 40.3039.65 36.8636.9136.3336.2938.4038.4038.73113 9 . 1 2 3 8 . 6 7 3 8 . 6 5 3 8 . 0 6 40.9040.7039.444 0 . 0 2 4 0 . 4 940.8840.734 0 . 6 9 4 0 . 7 0 14 1 . 4 1 40.6740.5841.91 4 0 . 8 2 4 0 . 1 2 4 0 . 1 040.36 4 0 . 5 741.1040.821114 1 . 4 4 4 0 . 5 0 4 2 . 0 0 4 2 . 0 0 4 2 . 1 1 4 2 . 1 1 4 2 . 1 1 4 2 . 1 1 4 1 . 5 0 4 1 . 7 0 4 1 . 8 0 4 1 . 7 034.5033.5038.5238.6638.5238.7838.8438.1738.003 8 . 6 8 3 8 . 7 0 3 8 . 5 0 3 8 . 8 5 3 8 . 5 438.603 6 . 9 0 3 7 . 4 8 3 7 . 5 3 13 7 . 8 3 37.59 ME4 1 . 0 4 3 9 . 9 2 39.6140.02744438.60 39.3039.3039.2039.343 9 . 2 4 39.3436.4136.14 ME94 0 . 4 5 3 9 . 2 28941.3641.254 1 . 1 3 41.334 0 . 4 041.864 2 . 4 141.864 2 . 5 3 4 2 . 1 1 40.4440.8516234.5033.5034.5036.0035.5134.5037.54 37.34 39.1938.51 38.95 39.71 41.6041.5140.7141.0540.8840.8441.2341.3040.6040.82 40.6140.5140.75 40.0641.204 0 . 8 041.004 0 . 3 0 4 1 . 0 033.5033.5034.5034.50103 4 . 0 0 33.8034.0033.5033.5033.5033.5033.5033.5033.5034.5034.5042.0542.0542.0442.0440.3540.3040.1440.0540.0540.05 1641.24 STEPS REQUIREDSTEPS REQUIRED39.3041.7241.4741.41 40.52 39.95 4 0 . 3 8 41.784 2 . 5 3 4 1 . 8 8 40.2540 . 1 4 22223 7 . 9 0 37.9038.1038.3040.124 1 . 0 4 41.0438.263232323NOTES.1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 4900 FEET,AND ARE BASED ON PRIVATE, EXISTING BENCHMARKS FOR THE PVHSCAMPUS, AND HAVE BEEN TIED TO CITY OF FORT COLLINS VERTICALCONTROL NETWORK DATUM. PLEASE SEE SHEET C-002 FOR PROJECTBENCHMARK INFORMATION.2.SEE SHEET C-002 FOR GENERAL CONSTRUCTION NOTES, MASTER LEGENDAND ABBREVIATIONS.3.ALL INTERIOR CURB AND GUTTER SHALL BE 1.5' w/ A 1' PAN UNLESS NOTEDOTHERWISE.4.PLEASE REFER TO THE GEOTECHNICAL REPORT FOR EXCAVATION, GRADING,AND PAVING RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECTSITE.5.PROPOSED OUTFALL AND INFALL CURB AND GUTTER SHALL BE PROVIDEDFOR INTERIOR PORTIONS OF THE SITE.6.REFER TO THE ARCHITECTURAL DRAWINGS FOR FINISH FLOORINFORMATION.7.REFER TO THE LANDSCAPE PLANS FOR HARDSCAPE DETAILS, PLANTINGPLANS AND EXISTING TREES TO BE PROTECTED IN PLACE.8.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPE MINIMUM,UNLESS SHOWN OTHERWISE.9.FLOWLINES OF CURB AND GUTTER AND CONCRETE PANS/CHASES WILLUTILIZE 0.5% MINIMUM ON INTERIOR OF SITE. SLOPES IN STREETS WILLVARY, AS REQUIRED TO MATCH EXISTING CONDITIONS.10.ALL PRIVATE AND PUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.11.THE FINISH FLOOR ELEVATION SHOWN EXCEEDS THE MINIMUM ELEVATIONREQUIRED FOR PROTECTION FROM THE 100-YR STORM.12.ALL CURB CUTS SHALL HAVE 1' TRANSITION TAPERS FROM 6" HIGH CURB TO0" HIGH CURB ON EACH SIDE OF THE CURB CUT, EXCEPT WHERECONNECTING TO A SIDEWALK CHASE.13.REFER TO THE LANDSCAPE PLANS BY VIGNETTE STUDIOS FOR LOCATIONSOF IRRIGATION VALVE BOXES, AND PLANTS.14.CONTRACTOR SHALL RAISE & RESET (OR LOWER, IF APPLICABLE) ALLELECTRICAL VAULTS, IRRIGATION VALVE BOXES, WATER VALVE COVERS,MANHOLE LIDS, AS MAY BE REQUIRED TO MATCH FINISH GRADE.15.ABBREVIATIONS:BOW = BOTTOM OF WALLTW = TOP OF WALLME = MATCH EXISTING16.REFER TO LANDSCAPE PLANS FOR CONCRETE SCORING/JOINTINGPATTERNS. CONCRETE JOINT PATTERNS, NOT SPECIFIED IN THE LANDSCAPEAND SITE PLANS, SHALL BE PROVIDED AND ALL CONCRETE JOINTS CAULKEDAND SEALED, PER CDOT M&S STANDARD DETAIL M-412-1.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 GRADING PLAN (SOUTH)C-0121220JUNE 14, 2023801-004JRGJRGJRGASPEN0'SCALE: 1" = 30'30'60'1234567891011141516KEY NOTE LEGEND .PROPOSED DRAINAGE SWALEPROPOSED RAIN GARDENPROPOSED 2' WIDE CURB CUTPROPOSED STORM SEWER (SIZED IN FINAL DESIGN)PROPOSED NYLOPLAST DRAIN BASINPROPOSED TYPE C INLETINSTALL NORTH AMERICAN GREEN C350 EROSION CONTROL FABRICPROPOSED 2' CONCRETE TRICKLE PANPROPOSED 2' WIDE CURB CUT (w/ CONC CHASE, AS APPLICABLE)PROPOSED TYPE R INLETPROPOSED 2' METAL SIDEWALK CULVERTPROPOSED 4' WIDE CURB CUT WITH CONC CHASEPROPOSED MSE WALL2' x 8" TALL BLOCK OUT IN WALL FOR DRAINAGE1213PROPOSED CONCRETE FOREBAYPROPOSED 3' CURB CUT W/ CONC CHASE & 3' SIDEWALK CULVERT (AS APPL.)17PROPOSED 4' CURB CUT W/ METAL SIDEWALK CULVERT18PROPOSED 3' CONCRETE CHASE W/ METAL SIDEWALK CULVERT19PROPOSED CDOT TYPE D INLET20PROPOSED AREA INLET W/ MH BASE21PROPOSED 7' CURB CUT W/ TRANSITION TO 3' CONCRETE CHANNELFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.22PROPOSED DRY STACK BOULDER WALL23PROPOSED DRAINAGE EASEMENT 4142 39353637383940404040373838393939394141424240403940393939404040414040414142424141424040 39 3941 414141 40 37 38 3939 40 37 38 39 4138393939383839393535 403434363637373838393934 403839 41414040 4141 41414040393534 36 37 38394037383938393637383937383938393938 37 40404141414041 40 38 39 40 40 40 4141 414 1 40404040414142414242 40404041414142424242 41424241424242 40 40404140394142434441 41414 14242 41 41 40 40414142424242 40 41 42 43 44424242 4343444442424241424141 4243 4545424343444442434444444444 45 4242 42 43 4343 43 44 46 45 454344 4646 46 46454646 4643 454545 454344464646464747 474643 43 4341424444 454446474544 46474747 424141 41 42 43 404141 414142424343 41 4141414141 44444242424241 464040373738383939414243444535 32 33 34 36 303529313233343630 2931 36 36 40 44 37 38 39 41 42 43 454036373839 373839383540 383737 38 39 40 41 42 4336 44 4644454646 4545463747COCOCOCOPOOLUPUPUPUPUPUP UPUPUP UP UPUPUP UP UP UPUPUP UPUP LOT 1/ PHASE 1LOT 2/ PHASE 2210.430.7220.850.77330.410.8011110.770.7612120.520.76660.930.73441.020.89870.550.4491617170.390.7650.380.5910100.720.7518180.700.8419190.370.8420200.550.8321210.670.8422220.470.8823231.390.3924240.200.5125250.340.6626260.130.6128280.190.6627270.240.6129290.180.5830300.030.6731310.210.5832320.110.8733330.290.5734340.400.6135350.170.5536360.160.5437370.110.3038380.180.4839390.290.6340400.160.61EX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWE.H.BARKER ET.AL.(PARCEL NO. 8708400002)BUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8POOLBUILDING 9COMMUNITYBUILDINGBUILDING 10BUILDING 11BUILDING 12BUILDING 13BUILDING 14BUILDING 15PRIVATE DRIVEBARK PARKPROPOSEDRAINGARDENBODE BOULEVARDANGELA AVENUEINTERNATIONAL BLVD.DONELLA DRIVEARIA WAYARIA WAY DELOZIER RD.DELOZIER RD.EX PROPERTYBOUNDARY/ ROWEXISTING REGIONAL POND G(BY OTHERS)EXISTING REGIONAL POND E(BY OTHERS)(TO THE NORTH OF THIS MAP)1580.200.607130.500.8113140.210.4714150.540.8315EXISTING REGIONAL POND G1(BY OTHERS)(TO THE SOUTH OF THIS MAP)160.170.5990.240.34SHEET 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 DRAINAGE EXHIBITC-0131320JULY 27, 2022801-004JRGJRGJRGASPEN0'SCALE: 1" = 60'60'120'LEGENDEXISTING CONTOURSNEW INTERMEDIATE CONTOURS3940NEW INDEX CONTOURSPROPOSED FLOWLINEEX RIGHT-OF-WAY/ PROPERTY BOUNDARYPROPOSED DRAINAGE BASINBOUNDARY LINEPROPOSED STORM PIPEEXISTING STORM PIPE & MANHOLERDPROPOSED ROOF DRAIN AND STORM PIPE1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 4900 FEET, AND ARE BASED ON THEBENCHMARKS DESCRIBED ON SHEET C-001.2.THE DRAINAGE BASINS SHOWN ON THIS EXHIBIT WILL BE ULTIMATELY CONVEYED TO OFFSITE REGIONALDETENTION PONDS, LOCATED NORTHEAST AND SOUTH OF THE BLOOM SITE, AND WITHIN THE MASTERPLANDEVELOPMENT AREA. THE MASTERPLAN PONDS WILL PROVIDE WATER QUALITY AND DETENTION FOR THEDEVELOPED CONDITION OF THE BLOOM SITE. THE MAJORITY OF THE DEVELOPED SITE RUNOFF FROM THEATTRIBUTING BASINS IS CONVEYED TO THE PROPOSED RAIN GARDEN, LOCATED NEAR THE SOUTHERNPROPERTY BOUNDARY, WHILE THE REMAINING SITE AREA RUNOFF IS CONVEYED TO STORM SYSTEMS, WHICHCONVEY RUNOFF DIRECTLY TO THE OFFSITE REGIONAL PONDS.3.DRAINAGE DESIGN FOR THE PROPOSED SITE IS IN ACCORDANCE WITH THE MATERPLAN DEVELOPMENT, BYOTHERS.4.PLEASE REFER TO THE RATIONAL METHOD CALCULATIONS FOR PRELIMINARY BASIN FLOW CALCULATIONS.ROUTED FLOWS WILL BE PROVIDED IN FINAL DESIGN.5.12" OF CDOT CLASS 'A' BEDDING MATERIAL SHALL BE PLACED UNDER ALL RIPRAP SHOWN.6.ROOF DRAINS FROM THE PROPOSED BUILDINGS ARE ANTICIPATED TO DISCHARGE OVERLAND TO NEARBYSWALES, INLETS, OR CURB AND GUTTER.7.RUNOFF FROM THE SITE WILL DRAIN TO LOW POINTS AND PASS THROUGH CURB CUTS, SIDEWALK CHASES,SWALES, AND STORM SEWER PIPES, WHICH ULTIMATELY DISCHARGE TO THE PROPOSED ONSITE RAINGARDEN, AND OFFSITE REGIONAL DETENTION PONDS. PERMANENT GEOTEXTILE FABRIC AND GRASS LINEDDRAINAGE CHANNELS WILL ENHANCE EROSION CONTROL WITHIN THE SITE LIMITS. SITE BMP'S WILL BEIMPLEMENTED TO REDUCE SEDIMENT TRANSPORT OFFSITE, AND WILL BE SHOWN IN THE FINAL EROSIONCONTROL PLAN/EXHIBIT.8.ALL PROPOSED STORM DRAINAGE PIPES AND STRUCTURES (OUTSIDE OF PLATTED ROW) WILL BE PRIVATELYOWNED AND MAINTAINED BY THE OWNER. ALL EXISTING STORM SEWER WITHIN PUBLIC ROW, WILL BE OWNEDAND MAINTAINED BY THE CITY OF FORT COLLINS.NOTES:PROPOSED DRAINAGE BASIN SUMMARY TABLE:PROPOSED DRAINAGE BASIN IDACRES / 'C' VALUEPROPOSED DRAINAGE DESIGN POINTDRAINAGE FLOW DIRECTIONDRAINAGE SWALE0.720.431PROPOSED LID SUMMARY TABLE: COCOCOCOTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTPOOLUPUPUPUPUPUP UPUPUP UP UPUPUP UP UP UPUPUP UPUP LOT 1/ PHASE 1LOT 2/ PHASE 2BUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8POOLBUILDING 9COMMUNITYBUILDINGBUILDING 10BUILDING 11BUILDING 12BUILDING 13BUILDING 14BUILDING 15INTERNATIONAL BLVD.PLAYGROUNDTOTLOTBARK PARKINTERNATIONAL BLVDDONELLA DRIVEARIA WAY ARIA WAYPROP 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 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 FIREHYDRANT551212121211212121121212121234343434343434343434347343434686868686EX 8" PVCWATERLINEPOINT OF CONNECTIONPROP 8" PVC WATER66666PROP CDOTTYPE C INLET12121136" RCP 3 6 " R C P42" RCP15" RCP15" RCP12" HDPE1 8 " H D P E 18" HDPE 24" RCP 18" RCP18" RCP15" R C P 24" RCP 15" RCPPROP CDOTTYPE C INLET30" RCP236" RCP30" RCP30" RCPPROP 6"CLEAN-OUTPROP 6"CLEAN-OUTPROP 10'TYPE RINLETPROP 10'TYPE R INLET15" HDPE PROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENT1318" HDPEPROP RAINGARDENEX 8" PVCWATERLINEEX 8" PVCWATERLINEEX 8" PVCWATERLINEDELOZIER ROAD EX FIREHYDRANTEX FIREHYDRANTEX FIREHYDRANT14141414141414141412122268618" H D P E18" RCP18" RCP18" RCP24" RCP15" RCP24" RCP30" RCP 15" RCP15" RCP18" RCP36" RCP PROP 10'TYPE R INLETPROP SANSWR MH (TYP)PROP STORMMH (TYP)EX STORM SEWER INLETEX STORMSEWER INLETS12PROP 10'TYPE R INLET999LOT 1/ PHASE 1LOT 2/ PHASE 2PROP 10'TYPE R INLETPROP 10'TYPE R INLET24" RCP34 6EX FIREHYDRANTEX FIREHYDRANTEX SANITARYSEWEREX SANITARYSEWEREX SANITARYSEWERPROP UTILITYEASEMENT1515161616SHEET 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-0141420JUNE 14, 2023801-004JRGJRGJRGASPEN0'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 PHASE LINEPROPOSED 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 DEVELOPMENT15OPTIONAL 8" PVC WATERLINE CONNECTION (IF NOT INSTALLED, 8" PVC LINEINTO SITE THROUGH PRIVATE DRIVE AND VALVING AT TEE INSIDE THE SITEWILL NOT BE INSTALLED)16PROPOSED DRAINAGE EASEMENTWSS 2'' WTTTTTTTTTTTTTTTPOOLUPUPUPUP UPUPUP UP UPUP LOT 1/ PHASE 1LOT 2/ PHASE 2BUILDING 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)EX FIRE HYDRANTEX 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 UTILESMTWATERLINE AWATERLINE AWATERLINE AWATERLINE AMATCH LINESEE SHEET C-016WATERLINE BEX 8" WATER LINEEX 8" WATER LINEEX 8" WATER LINEEX 8" WATER LINEEX 16" WATER LINEDELOZIER ROADEX FIRE HYDRANTEX FIRE HYDRANTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTPROP LIMITS OFDEVELOPMENTSTA 17+05.43, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (E), & TBN 1457482.41E 3134647.46STA 17+10.43, 38.72' RTPROP 2" WATER METERN 1457487.42E 3134686.17212.90 LF 8" PVC STA 28+19.87, 0.00'8"x 8"x 4" SWIVEL TEEW/ 4" GV (W), & TBN 1457482.88E 3134328.8012121STA 18+42.30, 0.00' RTPROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (W), & TBN 1457619.28E 3134647.42STA 20+59.27, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (E), & TBN 1457836.25E 3134647.37STA 20+64.27, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (E), & TBN 1457841.25E 3134647.37STA 21+64.97, 0.00' LTPROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (N), & TBN 1457880.55E 3134585.98STA 23+68.66, 0.00' LTPROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (N), & TBN 1457880.50E 3134382.28STA 24+65.71, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (W), & TBN 1457837.03E 3134328.70STA 18+50.31, 0.00' RTWATERLINE APROP 8"x 8"x 8" TEEW/ 8" GV'S (N&S), & TBN 1457627.28E 3134647.428.50 LF 6" PVC FIRE LINESTA 18+82.19, 8.50' RTPROP FIRE HYDRANTN 1457659.17E 3134655.91STA 18+82.19, 0.00' LTPROP 8"x 8"x 6" SWIVEL TEEW/ 6" GV (E), & TBN 1457659.17E 3134647.41STA 10+00.00, 0.00' RTWATERLINE BPROP 8"x 8"x 8" TEEW/ 8" GV'S (N&S), & TBN 1457627.28E 3134647.42STA 11+11.85, 0.00'PROP 8" PVC WATERLINEPOINT OF CONNECTIONN 1457627.39E 3134759.27STA 18+94.10, 26.98' LTPROP 2" WATER METERN 1457671.07E 3134620.43STA 20+54.27, 32.42' RTPROP 2" WATER METERN 1457831.26E 3134679.79STA 20+49.27, 32.42' RTPROP 2" WATER METERN 1457826.26E 3134679.80STA 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 21+69.97, 51.49' RTPROP 2" WATER METERN 1457932.05E 3134580.97STA 23+73.66, 51.49' RTPROP 2" WATER METERN 1457932.00E 3134377.27STA 24+60.71, 49.00' RTPROP 2" WATER METERN 1457842.02E 3134279.70STA 22+96.11, 27.49' RTPROP FIRE HYDRANTN 1457908.02E 3134454.8327.53 LF 6" PVC FIRE LINESTA 22+96.11, 0.00' LTPROP 8"x 8"x 6" SWIVEL TEEW/ 6" GV (N), & TBN 1457880.52E 3134454.84STA 26+43.66, 8.50' LTPROP FIRE HYDRANTN 1457659.09E 3134337.258.50 LF 6" PVC FIRE LINESTA 26+43.66, 0.00' RTPROP 8"x 8"x 6" SWIVEL TEEW/ 6" GV (E), & TBN 1457659.09E 3134328.752121121212STA 28+24.86, 55.02' RTPROP 2" WATER METERN 1457477.87E 3134273.78STA 29+15.71, 41.49' LTPROP 2" WATER METERN 1457387.05E 3134370.32136.88 LF 8" PVC 8.00 LF 8" PVC31.88 LF 8" PVC177.08 LF 8" PVC 5.00 LF 8" PVC39.32 LF 8" PVC 61.37 LF 8" PVC131.15 LF 8" PVC72.55 LF 8" PVC53.59 LF 8" PVC43.46 LF 8" PVC177.95 LF 8" PVC176.21 LF 8" PVC100.84 LF 8" PVC 111.85 LF 8" PVCPROP UTILESMT3WATERLINE BSHEET 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-0151520JUNE 14, 2023801-004JRGJRGJRGASPEN0'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 PHASE LINEPROPOSED 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 LINE3OPTIONAL 8" PVC WATERLINE CONNECTION: IF NOT INSTALLED, 8" PVCWATERLINE (WATERLINE B) INTO SITE THROUGH PRIVATE DRIVE ANDVALVING AT TEE INSIDE THE SITE WILL NOT BE INSTALLEDWSS POOLUPUPUPUPUP UP UP UP UP UPUPUPCOCOCOCO2'' WTTTTTTTTTTTTTTTTBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7POOLBUILDING 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' ACCESSEASEMENTSTA 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 13+18.67, 0.00'WATERLINE CPROP 8"x8"x 8" TEEW/ 8" GV'S (N&S), & TBN 1457269.51E 3134647.51STA 12+72.69, 0.00' RTPROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (S), & TBN 1457269.50E 3134601.53STA 10+15, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (W), & TBN 1456794.86E 3134633.14STA 10+00, 0.00'PROP 8" PVC WATERLINEPOINT OF CONNECTIONN 1456779.86E 3134633.14STA 31+84.05, 0.00'8"x 8"x 6" SWIVEL TEEW/ 6" GV (W), & TBN 1457118.69E 3134328.89112.62 LF 8" PVC150.75 LF 8" PVC 212.90 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+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 33+31.90, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (W), & TBN 1456970.85E 3134328.94STA 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+10, 32.03' LTPROP 2" WATER METERN 1456789.85E 3134601.11STA 33+36.90, 72.89' RTPROP 2" WATER METERN 1456965.83E 3134256.05STA 11+24.76, 40.91' LTPROP 1-1/2" WATER METERN 1457310.37E 3134453.598.85 LF 6" PVC FIRE LINE9.77 LF 6" PVC FIRE LINE24.51 LF 6" PVC FIRE LINEEX FIRE HYDRANTSTA 13+58.75, 9.77' RTPROP FIRE HYDRANTN 1457135.74E 3134657.32STA 31+84.06, 24.50' RTPROP FIRE HYDRANTN 1457118.68E 3134304.39STA 11+44.77, 8.85' LTPROP FIRE HYDRANTN 1457278.32E 3134473.6121213211212PROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP UTILITYEASEMENTPROP EMERGENCY ACCESSEASEMENT, TYP.PROP UTILITYEASEMENTPROP 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 OFDEVELOPMENT2121PROP EMERGENCY ACCESSEASEMENT, TYP.PROP EMERGENCY ACCESSEASEMENT, TYP.PROP EMERGENCY ACCESSEASEMENT, TYP.PROP EMERGENCY ACCESSEASEMENT, TYP.STA 12+14.99, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (E), & TBN 1456994.85E 3134633.08STA 12+71.32, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (E), & TBN 1457048.30E 3134647.57STA 29+20.71, 0.00'PROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (E), & TBN 1457382.04E 3134328.83STA 32+81.94, 0.00' RTPROP 8"x 8"x 4" SWIVEL TEE W/ 4" GV (W), & TBN 1457020.81E 3134328.92STA 12+01.40, 11.60' RTPROP 2" WATER METERN 1456981.26E 3134644.69STA 12+76.32, 33.84' RTPROP 2" WATER METERN 1457053.31E 3134681.41STA 12+67.69, 57.26' RTPROP 2" WATER METERN 1457212.24E 3134596.55E 3134273.78STA 29+15.71, 41.49' LTPROP 2" WATER METERN 1457387.05E 3134370.32STA 32+71.93, 33.17' RTPROP 2" WATER METERN 1457030.81E 3134295.74199.99 LF 8" PVC 37.8 9 L F 8 " P V C 87.43 LF 8" PVC 133.78 LF 8" PVC 212.90 LF 8" PVC 100.84 LF 8" PVC97.88 LF 8" PVC49.96 LF 8" PVC191.07 LF 8" PVC 5.00 LF 8" PVC13.44 LF 8" PVC15.00 LF 8" PVC144.77 LF 8" PVC127.92 LF 8" PVC45.98 LF 8" PVCEX FIRE HYDRANTPROPDRAINAGEEASEMENTSHEET 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-0161620JUNE 14, 2023801-004JRGJRGJRGASPEN0'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 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 LINEutility 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 PHASE LINEPROPOSED STORM SEWER W/ MANHOLEPROPOSED 1-1/2" PVC WATER SERVICE LINE (ASTM D2241 (IPS) SDR17)3WSS 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-0171720JUNE 14, 2023801-004JRGJRG 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 SANITARY SEWER DETAILSC-0181820JUNE 14, 2023801-004JRGJRG 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 SITE DETAILSC-0191920JUNE 14, 2023801-004JRGJRG6"2'-0"1"6 X 6 - W 14 X W 14PROVIDE CONTROLJOINTS @ 10' INTERVALS2' CONCRETE TRICKLE PAN1'-6"6"1"1 1/2"R.12"6"6"6"INFALL CURB & GUTTERPRIVATE DRIVES1'-6"6"1"1 1/2"R.12"6"6"6"OUTFALL CURB & GUTTERPRIVATE DRIVESRadius = 8"1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inchesfrom flow line as shown.2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 14" per foot.3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity.4. Wood float finish is required over the sloped surface of ramp and flares.5. A 6" wide curb option may be poured along side of the ramp as shown if required. If curb is used it shall matchstyle of adjacent curb and gutter.6. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to amaximum width of 8 feet.7. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Materialto be approved by local engineer8. T = Concrete thickness, 6" minimum for entire ramp area.SECTION A-APLAN VIEWN.T.S.N.T.S.NOTES:2' Transition (TYP.)4' (min)6"2'1:20 (max)1:12 (max)T, See Note 80" CurbLip of GutterDetectableWarningAA1/2" per ft.1" per ft.FlareCurbFlareDetectable WarningCurb Option,See Note 5Curb (TYP.)SIDEWALKSIDEWALK 0" Curb Height,See Section A-A(TYP)Standard Curband Gutter,See StandardDwg 701 (TYP)PedestrianLanding Area,See Note 22' (min)Retaining Curb (Optional)CONST. DWG. 1606(a) and 1607 Detectable WarningOn a radius hold 6" at thecorners of the truncateddome warning.RetainingCurb(Optional)Curb FlareVaries Curb Flare Ramp Curb CurbFlare Ramp VariesPanels Panels 6"Ramp Width: 4.5' 5.0' 6.0' 7.0' 8.0' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. Panel Width Combinations: 2'+2.5' 2.5'+2.5' 2'+2'+2' 2.5'+2'+2.5' 2'+2'+2'+2' Notes: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the back of curb. 3. If curb and gutter are poured monolithic with ramp, place dome edge at back of curb as shown. If not poured monolithic, place dome edge 6" from back of curb. Case 1-Directional Ramps Case 2-Non-Directional Ramps VariesPanels Ramp Panels Flare Curb Case 3-Mid-Block Ramps6"Panels Panels Flare 6"Flare VariesFORT COLLINS ONLYAligned withPedestrian flowGutter or Apron ℄Center line of ramp BOC-Back of Curb FOC -Face of Curb -Flow line Varies2'-0"2'-0"A AFOC or ℄2'-0"BOC BOC 1:12 max slope1:20slope Panels embedded in the concrete ramps Section A-A (Center line of ramp) NTSFlow line Curband GutterBOCSee Note 3PRIVATEPRIVATEPRIVATEPRIVATEPRIVATEPRIVATEFinal asphalt lift,overlay or gradeadjustmentDepress ring 1/4" to 5/8" belowadjacent finished street gradeSlope up to matchfinished pavementStraight cutaround ringConcrete grade ringto match slope orfinished gradeGrade ringExisting base courseManholeShim / GroutNOTE:1. Grout shall be a mixture of 100 lbs Grout mix, 26 lbswater (3.12 Gal), and 100 lbs of sand conforming to ASTM C-35.2. Manholes shall not be located in crosspans, gutters, or wheel path.3. Shim and grout to make ring and cover flush with the finishedpavement surface.CoverFIRELANENOPARKINGSTANDARDFIRE LANE SIGN DETAILUNIVERSALFIRE LANE SIGN DETAIL(FORT COLLINS ONLY)DrivewayDrivewaySidewalkSECTION A-ADetached SidewalkAttached SidewalkAttachedDetachedAll Sidewalk Thickness Shall Be 6" minimum.SidewalkNOTE:1. Sidewalk grade shall remain consistent across driveway2. For driveway design requirements, see CONST. DWG. Series 706 & 7073. This detail applies to Residential & Commercial driveways.6"2'-0"6'-0"T.C.F.L.Lip1/2" ExpansionJoint Material1/2" ExpansionJoint Material8" Commercial6" ResidentialAASidewalkMin.PRIVATE 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 SITE & STORM DETAILSC-0202020JUNE 14, 2023801-004JRGJRGTRENCH WIDTH=CONCRETE STORM DRAIN BEDDING12"MIN.1/8 BBC4" MIN.CDENSELY COMPACTEDBACKFILL TO 95%STANDARD PROCTORDENSITY W/=2% OFOPTIMUM MOISTURECAREFULLY COMPACTEDSELECT SOILSPRING LINE (LIMIT OFCLASS B BEDDINGCONDITIONS)COMPACTED GRANULARMATERIAL (CLASS BB + 24"CBEDDING)PRIVATE